05-07-24 City Council Agenda May 7, 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 Asian American and Pacific Islander Heritage Month
1D.Proclamation for Arbor Day and Arbor Month
1E.Proclamation Recognizing National Police Week, May 12-18, 2024
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.Boards, Commissions, and Task Forces:
3B.1.Board/Commission Appointments and Reappointments
3C.Bids, Quotes, and Contracts:
3C.1.Approve Professional Services Agreement for Professional Project Engineering Services
with WSB
3C.2.Approve Joint Powers Agreement Between Hennepin County and the City of Golden Valley
Regarding the Police Embedded Social Worker
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 2631 238
6864 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 2631 238 6864 and webinar password
1234. Press *3 to raise your hand during public comment sections.
City of Golden Valley City Council Regular Meeting May 7, 2024 — 6:30 PM
1
3C.3.Approve Purchase of Hockey Rink Dasher Boards and Components from Becker Arena
Products
3C.4.Award Contract for Construction Engineering Services to Short Elliot Hendrickson, Inc. -
2024 Pavement Management Program
3D.Grants and Donations:
3D.1.Adopt Resolution No. 24-029 Accepting a Donation for the National Police Week
Conference From the Golden Valley Crime Prevention Fund
3E.Receive and File the City of Golden Valley 2024 - 2026 Equity Plan
3F.Adopt Resolution No. 24-030 Approving Amendment to Compensation and Classification
Tables
3G.Approve Extension of Minor Consolidation Plat for Niewald Lyons Addition
3H.Approve Extension of Board of Zoning Appeals (BZA) Variance Granted for 4501 Merribee
Drive
4.Public Hearing
4A.Public Hearing and Consideration of Ordinance No. 780 Approving a Zoning Ordinance Text
Amendment for Sacred Communities and Resolution No. 24-031 Authorizing Summary
Publication of the Ordinance
4B.Public Hearing on Proposed Improvements for the Zane Avenue and Lindsay Street
Reconstruction Project, Project #23-02, Resolution No. 24-032
4C.Public Hearing Regarding a Request for Approval of a Land Use Map Amendment, Zoning
Map Amendment, Final Plat and Conditional Use Permit at 6100 Golden Valley Road
4D.Public Hearing and Consideration of Ordinance No. 783 - Approving Conditional Use Permit
No. 24-0003 to Allow for Laboratories at 201 General Mills Boulevard
4E.Public Hearing to Authorize Submittal of Applications to DEED's Minnesota Investment
Fund (MIF) and Job Creation Fund (JCF) Programs for Baxter Healthcare Corporation,
Resolution Nos. 24-035 and 24-036
5.Old Business - None.
6.New Business
6A.Review of Council Calendar
6B.Mayor and Council Communications
1. Other Committee/Meeting updates
7.Adjournment
City of Golden Valley City Council Regular Meeting May 7, 2024 — 6:30 PM
2
EXECUTIVE SUMMARY
Human Resources
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
1C. Proclamation Honoring Asian American and Pacific Islander Heritage Month
Prepared By
Seth Kaempfer, Equity and Inclusion Manager
Summary
May is celebrated as Asian American and Pacific Islander (AAPI) Heritage Month. This month
celebrates the vibrant and diverse traditions, languages, spiritual and religious practices, and cultures
of AAPI communities. AAPI Heritage Month puts into focus the immeasurable and prolific
contributions that AAPI communities have made and continue to make locally and statewide. This
proclamation calls upon the community in Golden Valley to collectively work towards dispelling
ignorance, prejudice, and fear through education and action about the historical and current impacts
made by AAPI communities. In addition, this proclamation calls upon the Golden Valley to recognize
and confront racial inequities, leading to liberation and celebration.
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 Asian American and Pacific Islander Heritage Month to
both educate community and staff as well as create space for belonging of these richly diverse
communities.
Recommended Action
Motion to adopt proclamation honoring the month of May as Asian American and Pacific Islander
Heritage Month.
Supporting Documents
Proclamation for Asian American and Pacific Islander Heritage Month
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CITY OF GOLDEN VALLEY
PROCLAMATION HONORING ASIAN AMERICAN AND
PACIFIC ISLANDER HERITAGE MONTH
MAY 1 – 31, 2024
WHEREAS, in 1978, the United States Congress passed a law initially
proclaiming a week of recognition of Asian American and Pacific Islander (AAPI)
heritage and was further extended to a month by Congress in 1992; and
WHEREAS, this month is a celebration that encompasses a wealth of cultures,
backgrounds, faiths, and histories of AAPI people from the Asian continent and the
Pacific islands of Melanesia, Micronesia, and Polynesia; and
WHEREAS, the month of May was selected to commemorate the immigration of
Japanese citizens to the United States on May 7, 1843, and to mark the anniversary of
the completion of the transcontinental railroad on May 10, 1869, with the majority of the
workers being Chinese immigrants; and
WHEREAS, AAPI Hertiage Month celebrates the immeasurable contributions
that AAPI communities have made and continue to make in arts, music, law, literature,
science, education, entertainment, politics, and other endeavors; and
WHEREAS, the state of Minnesota, specifically the Twin Cities metro area, is
unique in having the largest concentration of Hmong and Karen people in the United
States and providing a place of home for many refugees of these communities; and
WHEREAS, AAPI Heritage Month is also a time to reflect on historical and current
inequities and violence facing these communities in education, healthcare, policy, and
employment stemming from an interconnection of xenophobia, racism, and prejudice
towards someone’s faith and spiritual practices; and
WHEREAS, in 2024, AAPI Heritage Month honors the theme “Advancing
Leaders Through Innovation”, which is established by the Federal Asian Pacific
American Council; and
WHEREAS, in its commitment to racial equity, the City of Golden Valley must
recognize and confront racial inequities, leading to liberation and celebration.
NOW, THEREFORE, BE IT RESOLVED,that the City Council of the City of
Golden Valley does hereby proclaim the month of May as “Asian American and Pacific
Islander Heritage Month” and call upon the people of Golden Valley to recognize the
contributions made by AAPI communities and to actively promote the principles of
equality, equity, liberty, and justice.
4
I, Mayor Roslyn Harmon, proudly certify this proclamation with my signature and
the seal of the City of Golden Valley on May 7
th, 2024.
_____________________________
Roslyn Harmon, Mayor
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EXECUTIVE SUMMARY
Public Works
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
1D. Proclamation for Arbor Day and Arbor Month
Prepared By
Tim Kieffer, Public Works Director
Al Lundstrom, Park Maintenance Superintendent
Summary
The city was awarded the Tree City USA Award for the 37th consecutive year and 11th Tree City
Growth Award. Tree City USA recognizes communities that have proven their commitment to an
effective, ongoing community forestry program. Tree City USA is sponsored in cooperation with the
National Association of State Foresters and the USDA Forest Service.
To become a Tree City USA, a community must meet four criteria:
1. Operate a forestry division.
2. Have a tree ordinance.
3. Manage a comprehensive community forestry program.
4. Observe Arbor Day.
The city observes Arbor Day by hosting an annual event. This year’s event will be held on May 9 at
Good Shepherd School starting at 9:00 a.m. The event includes a presentation, poster contest
winners, tree planting, and handing out packaged tree seedlings.
Legal Considerations
Not Applicable.
Equity Considerations
Everyone is welcome at the event.
Recommended Action
Motion to adopt Proclamation for Arbor Day and Arbor Month declaring May 9, 2024 as Arbor Day and
May 2024 as Arbor Month in the City of Golden Valley.
Supporting Documents
Proclamation for Arbor Day and Arbor Month
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CITY OF GOLDEN VALLEY
PROCLAMATION FOR ARBOR DAY AND ARBOR MONTH
WHEREAS, trees are an increasingly vital resource in Golden Valley, enriching our lives by
purifying air and water, helping conserve soil and energy, serving as recreational settings,
providing habitat for wildlife of all kinds, and making our community more livable; and
WHEREAS, trees are a renewable resource giving us paper, wood for our homes, fuel for
our fires and countless other wood products; and
WHEREAS, trees in our city increase property values, enhance the economic vitality of
business areas, and beautify our community; and
WHEREAS, trees, wherever they are planted, are a source of warmth and security; and
WHEREAS, Golden Valley has been recognized as a Tree City USA by the National Arbor
Day Foundation and desires to continue its urban forestry efforts.
NOW, THEREFORE, BE IT RESOLVED,that the City Council of the City of Golden Valley
does hereby proclaim May 9, 2024, as Arbor Day and May 2024 as Arbor Month in the City of
Golden Valley, and urge all citizens to support efforts to protect our trees and woodlands and to
support our City’s urban forestry program; and
BE IT FURTHER RESOLVED, the Golden Valley City Council urges all citizens to become
more aware of the importance of trees to their well-being, and to plant, nurture, protect, and
wisely use Golden Valley’s great treasure of trees.
IN WITNESS WHEREOF, that I, Mayor Roslyn Harmon, proudly certify this proclamation
with my signature and the seal of the City of Golden Valley on the 7th day of May 2024.
_____________________________
Roslyn Harmon, Mayor
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EXECUTIVE SUMMARY
Police
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
1E. Proclamation Recognizing National Police Week, May 12-18, 2024
Prepared By
Keith Curtis, Police Office Assistant
Virgil Green, Police Chief
Summary
National Police Week will be observed from May 12 through May 18, 2024. This annual, weekly
observance pays special recognition to law enforcement officers who serve and protect citizens with
courage, dedication, and dignity.
The week begins with the Peace Officers Memorial Standing Guard on Sunday May 12th at 7:00pm
until Monday, May 13th at 7:00pm. This 24-hour annual observance honors and remembers all
officers who have died in the Line of Duty in Minnesota.
The Officers of the Golden Valley Police Department have chosen the profession of Law Enforcement
and have made the decision to sacrifice themselves, for others, should it become necessary. I invite all
civilians to recognize and thank all Peace Officers for this choice.
Financial or Budget Considerations
N/A
Legal Considerations
N/A
Equity Considerations
N/A
Recommended Action
Motion to proclaim the week of May 12 through May 18, 2024 as National Police Week in the City of
Golden Valley.
Supporting Documents
Proclamation - Police Week
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CITY OF GOLDEN VALLEY
PROCLAMATION RECOGNIZING NATIONAL POLICE WEEK
May 12 - 18, 2024
WHEREAS,the first recognition of National Police Week and Peace Officers Memorial
Day was signed by President Kennedy in 1962. It was resolved by Congress that May 15 be
designated Peace Officers Memorial Day and the week in which it falls be designated as Police
Week; and
WHEREAS,the members of the law enforcement agencies of Golden Valley, Hennepin
County, and the State of Minnesota continuously provide a vital public service playing an
essential role in safeguarding the rights and freedoms of the City of Golden Valley; and
WHEREAS,it is important that all citizens know and understand the duties,
responsibilities, hazards, and sacrifices of their law enforcement agencies, and that members of
our law enforcement agency recognize their duty to serve the people by safeguarding life and
property, by protecting them against violence and disorder, and by protecting the innocent
against deception and the weak against oppression.
NOW, THEREFORE, BE IT RESOLVED that the City Council of Golden Valley does hereby
proclaim the week of May 12 through May 18, 2024 as National Police Week in the City of
Golden Valley, and I call upon all citizens and civic organizations to join in commemorating our
public safety professionals, and to recognize the substantial contributions they make to
protecting our health, safety, and quality of life.
IN WITNESS WHEREOF,that I, Roslyn Harmon, Mayor of the City of Golden Valley have
hereunto set my hand and caused the seal of the City to be affixed this 7th day of May, 2024.
_____________________________
Roslyn Harmon, Mayor
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EXECUTIVE SUMMARY
Administrative Services
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 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:
04-17-2024 Check Register
04-24-2024 Check Register
05-01-2024 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.
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EXECUTIVE SUMMARY
Human Resources
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3B.1. Board/Commission Appointments and Reappointments
Prepared By
Melissa Croft, Executive Assistant
Summary
On a staggered basis, each year on April 30, terms end for various members of City boards and
commissions creating vacancies to be filled. Each year the City Council conducts interviews with
persons who have applied to serve on a board or commission.
Attached is the list of vacancies to be filled and the list of appointments and reappointments as
decided by Council at the special meeting held on April 20, 2024.
Legal Considerations
This item does not require legal review.
Equity Considerations
As a general guideline, each board or commission should be comprised of a diverse population
representing a wide range of groups and interests. Furthermore, appointing new commission
members fits within the Advancement of Diversity, Equity, and Inclusion pillar of the City's Equity Plan
as well as the Inclusive Community Engagement pillar.
Recommended Action
Motion to make the following appointments and reappointments.
Supporting Documents
2024 Reappointments and Vacancies
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2024 Appointments and Reappointments
BOARD OF ZONING APPEALS TERM DATE
None N/A
ENVIRONMENTAL COMMISSION TERM DATE
Paul Klaas (reappointment) April 30, 2027
Kari Cantarero April 30, 2027
COMMUNITY SERVICES COMMISSION TERM DATE
Josh Kelley April 30, 2026
OPEN SPACE AND RECREATION COMMISSION TERM DATE
Linden Weiswerda (reappointment) April 30, 2027
Scott Seys (reappointment) April 30, 2027
Brian Wright (reappointment) April 30, 2027
PLANNING COMMISSION TERM DATE
Gary Cohen (reappointment) April 30, 2027
Martin Sicotte April 30, 2027
Eric Van Oss April 30, 2027
DEI COMMISSION TERM DATE
Joelle Allen (reappointment) April 30, 2027
Ajani Woodson (reappointment) April 30, 2027
Tracy Murphy April 30, 2027
PEACE COMMISSION TERM DATE
Katrina Cisneros (reappointment) April 30, 2027
Karen Boehne – 1 year term April 30, 2025
Jim Heighington April 30, 2027
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Current Vacancies
BOARD OF ZONING APPEALS TERM DATE
Youth Vacancy September 30, 2024
ENVIRONMENTAL COMMISSION TERM DATE
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Youth Vacancy, September 2023 September 30, 2024
Youth Vacancy, September 2023 September 30, 2024
COMMUNITY SERVICES COMMISSION TERM DATE
Vacancy, April 2023 April 30, 2025
Vacancy, April 2023 April 30, 2026
Vacancy, April 2024 April 30, 2027
Youth Vacancy, September 2023 April 30, 2024
OPEN SPACE AND RECREATION COMMISSION TERM DATE
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Youth Vacancy, September 2023 September 30, 2024
PLANNING COMMISSION TERM DATE
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Youth Vacancy, September 2023 September 30, 2024
DEI COMMISSION TERM DATE
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
PEACE COMMISSION TERM DATE
PD Vacancy April, 2024 - 2 year term April 30, 2026
Vacancy, April 2023 - 1 year term April 30, 2025
Vacancy, April 2024 April 30, 2027
Vacancy, April 2024 April 30, 2027
Youth Vacancy, September 2023 September 30, 2024
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EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3C.1. Approve Professional Services Agreement for Professional Project Engineering Services with WSB
Prepared By
Alma Flores, Community Development Director
Summary
On February 9, the city's City Engineer retired. Although the City Engineer position has been posted
and the Assistant Engineer has been serving as the Acting City Engineer, the work in the engineering
division has not decreased. We anticipate staff to need support on ongoing and on-coming projects
related to infrastructure, development review, contracts, project management, and permits which
have been managed under the direction of the acting city engineer and community development
director. In order to safeguard the City and any Federal, State, and local funding and development
deadlines, the community development director would like to contract on-call services to provide
professional engineering services to our staff for as-needed support.
Financial or Budget Considerations
Fiscal impact will be covered by cost savings of the City Engineer's position.
Legal Considerations
The Community Development Director used the legal template for professional services to create the
attached contract and amended the indemnification section that WSB requested with the City
Attorney's review.
Equity Considerations
No equity considerations needed.
Recommended Action
Motion to approve Professional Services Agreement for on-call professional project engineering
services with WSB.
Majority vote needed.
Supporting Documents
PSA for Engineering Consulting Services with WSB
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G:\.Clients All\Golden Valley\Proposals\WSB 2024 Interim Project Manager Services.docx 540 GATEWAY BLVD | BURNSVILLE, MN | 55337 | 952.737.4660 | WSBENG.COM April 12, 2024
Ms. Alma Flores
Community Development Director
City of Golden Valley
7800 Golden Valley Road
Golden Valley, MN 55427
Re: Proposal to Provide Professional Engineering Services
Interim Project Management Dear Alma: On behalf of WSB, we are pleased to submit this propo sal to provide Interim Project Management services
to the City of Golden Valley. We anticipate providing staff to fill the role immediately upon receiving Council
authorization and will continue to serve the City until Engineering staff is hired by the City, for a period of
6-9 months. Following this period, should the City still require interim services, WSB will work with the
City to provide additional support as needed.
We have developed an approach based on our understanding of your needs as well as our familiarity with
the City. Our approach includes the following:
Proposed Interim Project Manager/Support Staff
We propose to assign Emily Brown, PE as the Interim Project Manager for infrastructure projects in the
City of Golden Valley. Emily has 14 years of experience in municipal engineering, most recently performing
engineering duties for the City of Champlin and Princeton. Emily’s infrastructure expertise includes civil
design, construction inspection, plan review, and management of project teams, including both internal
WSB and City staff. She offices out of WSB’s Golden Valley corporate headquarters, giving her the ability
to be at the City offices or on the project site as quickly as needed.
Emily will be supported by Juan Lopez-Martinez, a Graduate Engineer who has three years of experience
in the municipal engineering arena. Juan will provide task-based support to Emily, whether it be plan
review, site inspection, project design, or other direct engineering tasks. In his three years at WSB, Juan
has been both a design engineer and a construction observer/engineer for several municipal clients,
primarily Maple Grove.
We expect to provide the following services to the City based on our discussion with you:
Scope of Services for Interim Project Manager and Support Staff
•Attending project-related meetings as guided by City staff and project needs.
•Providing review of plans, right of way permit applications, inspections records and other infrastructure-
related documents.
•On site presence at City offices or project site as needed (and directed by City staff) in order to direct or
coordinate design or construction work.
Exhibit A--Scope of Services and Rate Schedule
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PROFESSIONAL SERVICES AGREEMENT FOR
Consultant Project Engineering--WSB
CONSULTING SERVICES
THIS AGREEMENT is made this May 7, 2024 (“Effective Date”) by and between WSB, LLC. (“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 Design and Consulting firm specialized in engineering, community
planning, environmental, and construction consulting services.
B. The City desires to hire Consultant to provide engineering project management and infrastructure project
consulting services.
C. Consultant represents that it has the professional expertise and capabilities to provide the City with the
requested 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 interim engineering project management and support staff
services for engineering needs (See Exhibit A—Scope of Services and Rate Schedule) such as review of plans, right
of way permit applications, inspection records, and on-site services as mutually agreed to by Consultant and the
Golden Valley Community Development Director or their designee (the “Services”). All Services shall be provided
in a manner consistent with the level of care and skill ordinarily exercised by professionals currently providing
similar services.
2. Term. This Agreement shall remain in force and effect commencing from the effective date and continuing until
terminated by the City or amended pursuant to the Agreement.
3. Consideration. The City shall pay Consultant an hourly rate of $131-207 per hour for the Services. The
consideration shall be for both the Services performed by Consultant and any expenses incurred by Consultant in
performing the Services. Consultant shall submit statements to the City upon completion of the Services. The City
shall pay Consultant within thirty-five (35) days after Consultant’s statements are submitted.
4. Termination. Notwithstanding any other provision herein to the contrary, this Agreement may be terminated
as follows:
a. The parties, by mutual written agreement, may terminate this Agreement at any time;
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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.
5. Amendments. No amendments may be made to this Agreement except in a writing signed by both parties.
6. 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 the contract 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.
7. Indemnification. To the fullest extent permitted by law, Consultant, and Consultant’s successors or assigns,
agree to protect, indemnify, and hold harmless the City, its officers, officials, agents, volunteers, and employees
from any and all claims; lawsuits; causes of actions of any kind, nature, or character; damages; losses; or costs,
disbursements, including but not limited to attorneys’ fees, professional services, and other technical, administrative
or professional assistance resulting from or arising out of Consultant’s (or its subcontractors, agents, volunteers,
members, invitees, representatives, or employees) performance of the duties required by or arising from this
Agreement, or caused in whole or in part by any negligent act or omission or willful misconduct by 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 on liability to which the City is entitled.
The parties agree that these indemnification obligations shall survive the completion or termination of this
Agreement.
8. Insurance. Consultant shall maintain reasonable insurance coverage throughout this Agreement. Consultant
agrees that before any work related to the approved project can be performed, Consultant shall maintain at a
minimum: Worker’s Compensation Insurance as required by Minnesota Statutes, section 176.181; Business Auto
Liability in an amount not less than $1,000,000.00 per occurrence; Professional Liability in an amount not less
than $1,000,000.00 per occurrence; and Commercial General Liability in an amount of not less than
$1,000,000.00 per occurrence for bodily injury or death arising out of each occurrence, and $1,000,000.00 per
occurrence for property damage, $2,000,000.00 aggregate. To meet the Commercial General Liability and
Business Auto Liability requirements, Consultant may use a combination of Excess and Umbrella coverage.
Consultant 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.
9. Assignment and Subcontracting. Neither the City nor Consultant shall assign, or transfer any rights under or
interest (including, but without limitation, moneys that may become due or moneys that are due) in the
17
Agreement without the written consent of the other except to the extent that the effect of this limitation may be
restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment
will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in
this paragraph shall prevent Consultant from employing such independent consultants, associates, and
subcontractors, as it may deem appropriate to assist it in the performance of the Services required by this
Agreement. Any instrument in violation of this provision is null and void.
10. 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.
11. 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 vio lation 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.
12. 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.
13. Third Party Rights. The parties to this Agreement do not intend to confer any rights under this Agreement on
any third party.
14. 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.
15. Conflict of Interest. Consultant shall use reasonable care to avoid conflicts of interest and appearances of
impropriety in representation of the City. In the event of a conflict of interest, Consultant shall advise the City and,
either secure a waiver of the conflict, or advise the City that it will be unable to provide the requested Services.
18
16. 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.
17. Agreement Not Exclusive. The City retains the right to hire other professional Consultant service providers for
this or other matters, in the City’s sole discretion.
18. 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 (the “MGDPA”). 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.
19. Confidentiality. Consultant understands that the City has access to, develops, and uses private, confidential,
nonpublic, and protected nonpublic information, as those terms are defined by the MGDPA, in connection with
its business (collectively, “Confidential Information”). The City has instituted policies and procedures to protect
and safeguard this Confidential Information. While working for the City under this Agreement, Consultant may
come into contact with Confidential Information. Consultant understands that the protection of Confidential
Information is required by law and is a requirement of their relationship with the City. Accordingly, Consultant
agrees as follows:
19.1 During the term of this Agreement and after the termination of Consultant’s relationship with the
City: (a) Consultant will keep secret all Confidential Information and will not directly or indirectly disclose
it to anyone outside the City; (b) Consultant will not make use of any Confidential Information for their
own purposes or for the benefit of anyone other than the City; and (c) upon termination of Consultant’s
relationship with the City, Consultant will promptly deliver to the City all memoranda, notes, records, and
other documents (and all copies thereof) constituting or relating to Confidential Information.
19.2 If Consultant breaches or threatens to breach any provisions of paragraph 19.1, the City has the
right to enforce this Agreement in any court having jurisdiction. This Agreement will be governed by and
construed in accordance with the laws of the State of Minnesota.
19.3 This Agreement is not intended to prevent Consultant from working for any employer subsequent
to the termination of their relationship with the City, as long as Consultant does not use or disclose
Confidential Information.
20. 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
19
assistance, or religion. Violation of any part of this provision may lead to immediate termination of this Agreement.
Consultant agrees to comply with the Americans with Disabilities Act as amended (“ADA”), section 504 of the
Rehabilitation Act of 1973, and the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363A. Consultant
agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorneys’ fees
and staff time, in any action or proceeding brought alleging a violation of these laws by Consultant or its guests,
invitees, members, officers, officials, agents, employees, volunteers, representatives and subcontractors. Upon
request, Consultant shall provide accommodation to allow individuals with disabilities to participate in all Services
under this Agreement. Consultant agrees to utilize its own auxiliary aid or service in order to comply with ADA
requirements for effective communication with individuals with disabilities.
21. 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.
22. 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.
23. 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.
24. 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.
25. 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.
26. 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.
27. 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.
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CONSULTANT CITY OF GOLDEN VALLEY:
By: _________________________________
Jupe Hale, Senior Director of Municipal Serv.
By: _________________________________
Roslyn Harmon, Mayor
By: _________________________________
Noah Schuchman, City Manager
21
Ms. Alma Flores April 12, 2024 Page 2 G:\.Clients All\Golden Valley\Proposals\WSB 2024 Interim Project Manager Services.docx This list is not all-inclusive, nor is it meant to be. We are comfortable working with you to prioritize the time spent on specific activities to get the most out of the time allocated to the position. Office Hours Close coordination and communication with the City will be important to ensure the appropriate amount of time is being allocated to keep important tasks on schedule. We believe that Emily and Juan can effectively serve the City by providing the majority of their hours each week from the WSB office in Golden Valley, using our existing Teams meeting and cell phone connectivity, rather than designate a work station or other office technology in order to achieve physical office hours. Presence at City offices is proposed to be on an as-needed basis, as staff is less than five minutes away by car. However, should it be determined that a schedule with set office hours at City Hall would be beneficial, we will work with you to adjust as needed. Basis of Compensation Our goal is to provide the City with a compensation structure that best fits the needs of staff and customers alike. In addition to the strong technical skills Emily and the WSB Team bring with them to support the Department during this transitionary time, the WSB Team wants to bring value to City services. For management duties, WSB will propose to bill Emily Brown at her standard rate of $207 per hour. For engineering support duties, we propose to bill Juan Lopez-Martinez at his standard rate of $131 per hour. Based on the scope and complexity of the development, Emily may need to bring in technical experts, such as Traffic or Water Resources, to assist with the review. In these instances, it is proposed that services will also be provided in accordance with WSB’s 2024 billing rates, a copy of which is attached. There will be no charge for expenses such as WSB-provided equipment, including computers and cell phones, and WSB will not invoice the City of Golden Valley for mileage associated with office hours in City Hall. Start Date We propose to have this contract begin immediately upon Council authorization (anticipated to be May 7 as noted in our communications), so that City Staff can begin transitioning their workloads right away. If you agree with the terms laid forth in this proposal, WSB will execute the City’s Standard Professional Services Agreement for this work. If you have any questions or concerns, please contact me at 612-875-2156. Thank you for the opportunity to serve the City of Golden Valley. Sincerely, WSB Jupe Hale, PE Senior Director of Municipal Services 22
2024 Rate Schedule
WSBENG.COM
Billing Rate/Hour
SR. PRINCIPAL | SR. ASSOCIATE $249 – $265
PRINCIPAL | ASSOCIATE $184 – $237
SR. PROJECT MANAGER | SR. PROJECT ENGINEER $184 – $237
PROJECT MANAGER | PROJECT MANAGER ASSISTANT $90 – $180
PROJECT ENGINEER | GRADUATE ENGINEER $108 – $179
ENGINEERING TECHNICIAN | ENGINEERING SPECIALIST $72 – $177
LANDSCAPE ARCHITECT | SR. LANDSCAPE ARCHITECT $82 – $172
ENVIRONMENTAL SCIENTIST | SR. ENVIRONMENTAL SCIENTIST $73 – $170
PLANNER | SR. PLANNER $85 – $177
GIS SPECIALIST | SR. GIS SPECIALIST $82 – $177
CONSTRUCTION OBSERVER $110 – $143
SURVEY
Survey Office Technician $128 – $159
Drone Pilot $186
One-Person Crew $186
Two-Person Crew $250
OFFICE TECHNICIAN $64 – $140
Costs associated with word processing, cell phones and reproduction of common correspondence are included in the above hourly
rates. Vehicle mileage is included in our billing rates [excluding geotechnical and construction materials testing (CMT) serv ice
rates]. Mileage can be charged separately, if specifically outlined by contract. | Reimbursable expenses include c osts associated
with plan, specification, and report reproduction; permit fees; delivery costs; etc. | Multiple rates illustrate the varying levels of
experience within each category. | Rate Schedule is adjusted annually.
23
EXECUTIVE SUMMARY
Police
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3C.2. Approve Joint Powers Agreement Between Hennepin County and the City of Golden Valley
Regarding the Police Embedded Social Worker
Prepared By
Keith Curtis, Police Office Assistant
Virgil Green, Police Chief
Summary
In May 2021, Hennepin County and the Golden Valley Police Department partnered to establish a
program that provides a social worker employed by Hennepin County that will work with GVPD
through Hennepin County 911 dispatch. The joint powers agreement was an effort to coordinate
expertise and delivery of services to provide 911 dispatch services in a manner that most effectively
and efficiently supports and protects the physical, mental, and behavioral health of individuals in the
City of Golden Valley In Hennepin County.
The term of this joint powers agreement between Hennepin county and City of Golden Valley shall be
from January 1, 2024, through December 31, 2025.
Financial or Budget Considerations
With the cost sharing formula the cost of this program has been incorporated into the Proposed 2024
Budget.
Legal Considerations
N/A
Equity Considerations
N/A
Recommended Action
Motion to approve the Joint Powers Agreement between Hennepin County and the City of Golden
Valley regarding the Police Embedded Social Worker in the form approved by the City Attorney.
Supporting Documents
Joint Power Agreement - GVPD Social Worker
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JOINT POWERS AGREEMENT
BETWEEN HENNEPIN COUNTY
AND CITY OF GOLDEN VALLEY
This Joint Powers Agreement (“Agreement”) is made and entered into by and between the County
of Hennepin, State of Minnesota (“COUNTY”) on behalf of its Human Services and Public Health
Department (“HSPHD”) and City of Golden Valley (“CITY”), 7800 Golden Valley Road, Golden
Valley, Minnesota 55427, on behalf of its police department, (“POLICE DEPARTMENT”) and
pursuant to the authority conferred upon them by Minn. Stat. § 471.59. The parties to this
Agreement may also be referred to individually as “Party” and collectively as “Parties”.
WHEREAS, COUNTY is a political subdivision of the State of Minnesota and its Human
Services and Public Health Department is empowered to provide general and emergency public
services that support and protect the physical, mental and behavioral health of individuals in
Hennepin County; and
WHEREAS, CITY is a governmental unit of the State of Minnesota and is empowered to
provide general and emergency public services in a manner that supports and protects the physical,
mental and behavioral health of individuals in Hennepin County; and
WHEREAS, the Parties desire to jointly and cooperatively coordinate their expertise and
delivery of services to further the interests of providing mental health and related social services
in a manner that most effectively and efficiently supports and protects the physical, mental and
behavioral health of individuals in Hennepin County, subject to the terms and conditions of this
Agreement.
NOW, THEREFORE, in consideration of the mutual promises and benefits realized by
each Party, the Parties agree as follows:
1. PURPOSE
The purpose of this Agreement is to enable COUNTY to provide social work services to
GOLDEN VALLEY POLICE DEPARTMENT, for the GOLDEN VALLEY POLICE
DEPARTMENT to secure such services from COUNTY and to establish the terms on which
such services shall be provided.
2. PROJECT/PROGRAM
A. The Parties shall cooperate and collaborate to perform services associated with the
Embedded Social Worker Model (the “Model”), as further described and outlined in
Exhibit A: Description of Services.
B. The Parties shall perform at all times in accordance with the provisions herein, including
but not limited to the data provisions.
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3. TERM OF THE AGREEMENT
The term of this Agreement shall be from January 1, 2024, through December 31, 2025, unless
terminated earlier in accordance with the cancellation/termination provisions of this
Agreement.
4. PAYMENT
A. In accordance with the provisions herein, CITY shall pay COUNTY as follows for 1.0 full-
time Social Worker (“SW”), as that term is defined in Exhibit A, employed by COUNTY.
1. For the period January 1, 2024, through December 31, 2024, total payments by CITY
to COUNTY shall not to exceed eighty-two thousand seven hundred seventeen dollars
($82,717).
2. For the period of January 1, 2025, through December 31, 2025,total payments by CITY
to COUNTY shall not to exceed eighty-eight thousand four hundred thirty-one dollars
($88,431).
B. In the event that the SW position is vacant or absent for a period of one-month HSPHD
may provide the GOLDEN VALLEY POLICE DEPARTMENT with a temporary SW to
work onsite at the GOLDEN VALLEY POLICE DEPARTMENT when available. If a
temporary onsite SW is not available, HSPHD may assign based on availability a coverage
team to review existing service determine need and complete outreach (via phone or in-
person) based on resident needs for each referral from the GOLDEN VALLEY POLICE
DEPARTMENT. The GOLDEN VALLEY POLICE DEPARTMENT may also opt to not
have coverage until the onsite social worker is replaced.
1. There will be no additional cost to GOLDEN VALLEY POLICE DEPARTMENT if
HSPHD assigns a temporary onsite SW worker. The billing will remain as set forth in
this Agreement.
2. If HSPHD provides a coverage team to review existing services, determine need and
complete outreach (via phone or in-person) the GOLDEN VALLEY POLICE
DEPARTMENT will be billed at 50% of the amount listed above during the period of
reduced coverage.
3. If POLICE DEPARTMENT decides not to have HSPHD assign a temporary SW,
HSPHD will not bill for period when position is vacant.
4. HSPHD shall submit a quarterly invoice to POLICE DEPARTMENT for the previous
quarter’s cost of SW services. In the event the SW position is not staffed for a portion
of the billing cycle, the payment shall be prorated.
C. POLICE DEPARTMENT will make payment within thirty-five (35) days from receipt of
the invoice. If the invoice is incorrect, defective, or otherwise improper, GOLDEN
VALLEY POLICE DEPARTMEMT will notify HSPHD within ten (10) days of receiving
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the incorrect invoice. Upon receiving the corrected invoice from HSPHD, GOLDEN
VALLEY POLICE DEPARTMENT will make payment within thirty-five (35) days.
D. Further, the Parties expressly agree that neither this Agreement nor either Party’s
performance hereunder obligates or commits either Party to enter a subsequent contract or
engagement with the other.
5. LIABILITY AND NOTICE
A. Each Party shall be liable for its own acts and the results thereof to the extent provided by
law and, further, each Party shall defend, indemnify, and hold harmless the other (including
their present and former officials, officers, agents, employees, volunteers, and
subcontractors), from any liability, claims, causes of action, judgments, damages, losses,
costs, or expenses, including reasonable attorney’s fees, resulting directly or indirectly
from any act or omission of the indemnifying Party, anyone directly or indirectly employed
by it, and/or anyone for whose acts and/or omissions it may be liable, in the performance
or failure to perform its obligations under this Agreement. The provisions of Minnesota
Statutes, Chapter 466 shall apply to any tort claims brought against COUNTY and/or CITY
as a result of this Agreement.
B. To the fullest extent permitted by law, action by the Parties to this Agreement is intended
to be and shall be construed as a “cooperative activity” and it is the intent of the Parties
that they shall be a deemed a “single governmental unit” for the purposes of liability, as set
forth in Minnesota Statutes, section 471.59, subdivision 1a(a), provided further that for
purposes of that statute, each Party to this Agreement expressly declines responsibility for
the acts or omissions of the other Party to this Agreement except to the extent they have
agreed in writing to be responsible for the acts or omissions of the other Party. The total
liability for the Parties shall not be added together to exceed the limits on governmental
liability for a single governmental unit.
C. Duty to Notify: Each Party shall promptly notify the other Party of any actual or suspected
claim, action, cause of action, administrative action, criminal arrest, criminal charge, or
litigation brought against the party, its present and former officials, officers, agents,
employees, volunteers, and subcontractors which arises out of this Agreement.
6. INSURANCE
Each party warrants that it has a purchased insurance or utilizes a self-insurance program
sufficient to meet its liability obligations and, at a minimum, to meet the maximum liability
limits of Minnesota Statutes Chapter 466. This provision shall not be construed as a waiver
of any immunity from liability under Chapter 466 or any other applicable law.
7. INDEPENDENT PARTIES
Notwithstanding any other formal, written agreements or contracts which may exist between
COUNTY and CITY, nothing is intended or should be construed in any manner as creating
or establishing the relationship of partners between the Parties hereto or as constituting either
Party as the agent, representative, or employee of the other for any purpose or in any manner
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whatsoever. Each Party is to be and shall remain an independent contractor with respect to
all services performed under this Agreement. Each Party will secure at its own expense all
personnel required in performing services under this Agreement. Any personnel of a Party or
other persons engaged in the performance of any work or services required by that Party shall
have no contractual relationship with the other Party and will not be considered employees of
the other Party. No Party shall be responsible for any claims related to or on behalf of the
other Party’s personnel, including without limitation, claims that arise out of employment or
alleged employment under the Minnesota Unemployment Insurance Law (Minnesota Statutes
Chapter 268) or the Minnesota Workers' Compensation Act (Minnesota Statutes Chapter
176), or claims of discrimination arising out of state, local, or federal law, against a Party, its
officers, agents, contractors, or employees. Such personnel or other persons shall neither
require nor be entitled to any compensation, rights, or benefits of any kind from the other
Party, including, without limitation, tenure rights, medical and hospital care, sick and
vacation leave, workers' compensation, unemployment compensation, disability, severance
pay, and retirement benefits.
8. NONDISCRIMINATION
In accordance with COUNTY’s policies against discrimination, POLICE DEPARTMENT shall
not exclude any person from full employment rights or participation in, or the benefits of, any
program, service or activity on the grounds of race, color, creed, religion, national origin, sex,
gender expression, gender identity, age, disability, marital status, sexual orientation, or public
assistance status. No person who is protected by applicable law against discrimination shall be
subjected to discrimination.
9. NO THIRD PARTY BENEFICIARY
Except as herein specifically provided, no other person, customer, employee, or invitee of any
Party or any other third party shall be deemed to be a third party beneficiary of any of the
provisions herein.
10. DATA
COUNTY and POLICE DEPARTMENT, their officers, agents, owners, partners, employees,
volunteers and subcontractors, shall abide by the provisions of the Minnesota Government
Data Practices Act, Minnesota Statutes Chapter 13, and all other applicable state and federal
law, rules, regulations and orders relating to data privacy, confidentiality, disclosure of
information, medical records or other health and enrollment information, and as any of the
same may be amended, as well as the data and data sharing provisions set forth in Exhibit A.
The terms of this paragraph shall survive the cancellation or termination of this Agreement.
11. RECORDS – AVAILABILITY/ACCESS
Subject to the requirements of Minnesota Statutes section 16C.05, subd. 5, the Parties,the State
Auditor, Legislative Auditor, or any of their authorized representatives, at any time during
normal business hours, and as often as they may reasonably deem necessary, shall have access
to and the right to examine, audit, excerpt, and transcribe any books, documents, papers,
records, etc., of the Parties which are pertinent to the accounting practices and procedures of
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the Parties and involve transactions relating to this Agreement. The Parties shall maintain
these materials and allow access during the period of this Agreement and for six (6) years after
its expiration, cancellation or termination.
12. MERGER, MODIFICATION, AND SEVERABILITY
A. The entire understanding between the Parties is contained herein and supersedes all oral
agreements and negotiations between the Parties relating to the subject matter. All items
that are referenced or that are attached are incorporated and made a part of this Agreement.
If there is any conflict between the terms of this Agreement and referenced or attached
items, the terms of this Agreement shall prevail.
B. Any alterations, variations or modifications of the provisions of this Agreement shall only
be valid when they have been reduced to writing as an amendment to this Agreement signed
by the Parties. Except as expressly provided, the substantive legal terms contained in this
Agreement including but not limited to Indemnification; Liability and Notice; Merger,
Modification and Severability; Default and Cancellation/Termination or Minnesota Law
Governs may not be altered, varied, modified or waived by any change order,
implementation plan, scope of work, development specification or other development
process or document.
C. If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining
provisions will not be affected.
13. DEFAULT AND CANCELLATION/TERMINATION
A. If either Party fails to perform any of the provisions of this Agreement, fails to administer
the work so as to endanger the performance of the Agreement or otherwise breaches or
fails to comply with any of the terms of this Agreement, it shall be in default. Unless the
Party’s default is excused in writing by the non-defaulting Party, the non-defaulting Party
may upon written notice immediately cancel or terminate this Agreement as to the
defaulting Party or in its entirety.
B. This Agreement may be canceled/terminated with or without cause by either Party upon
sixty (60) days' written notice Either Party may immediately cancel or terminate this
Agreement if the terminating party determines that the health and welfare of a member of
the public is at risk. Upon cancellation/termination, property or surplus money, if any,
acquired as a result of the operation of this Agreement shall be distributed to the Parties in
proportion to contributions of the Parties.
C. Either Party’s failure to insist upon strict performance of any provision or to exercise any
right under this Agreement shall not be deemed a relinquishment or waiver of the same,
unless consented to in writing. Such consent shall not constitute a general waiver or
relinquishment throughout the entire term of the Agreement.
D. The above remedies shall be in addition to any other right or remedy available to either
Party under this Agreement, law, statute, rule, and/or equity.
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14. NOTICES
Unless the Parties otherwise agree in writing, any notice or demand which must be given or
made by a Party under this Agreement, or any statute or ordinance shall be in writing and shall
be sent registered or certified mail. Notices to COUNTY shall be sent to the County
Administrator at the address given in the opening paragraph of this Agreement with copies to
HSPHD as detailed below. Notice to POLICE DEPARTMENT shall be sent to the address
stated in the opening paragraph of this Agreement with a copy as detailed below.
HSPHD:
Leah Kaiser
Director of Behavioral Health
Hennepin County
300 South 6th Street
Minneapolis, Minnesota 55487
leah.kaiser@hennepin.us
POLICE DEPARTMENT:
Virgil Green
Chief of Police
Golden Valley Police Department
7700 Golden Valley Road
Golden Valley, Minnesota 55427
VGreen@goldenvalleymn.gov
15. SURVIVAL OF PROVISIONS
Provisions that by their nature are intended to survive the term, cancellation or termination of
this Agreement do survive such term, cancellation or termination. Such provisions include but
are not limited to: INDEPENDENT PARTIES; LIABILITY AND NOTICE; INSURANCE;
DATA; RECORDS-AVAILABILITY/ACCESS; DEFAULT AND
CANCELLATION/TERMINATION; MARKETING AND PROMOTIONAL
LITERATURE; and MINNESOTA LAW GOVERNS.
16. MARKETING AND PROMOTIONAL LITERATURE
POLICE DEPARTMENT agrees that the terms, “Hennepin County” and “Hennepin County
Human Services and Public Health Department”, the name of any elected official, or any
derivatives thereof, shall not be utilized in any promotional literature or advertisements of any
type without the express prior written consent of COUNTY.
17. MINNESOTA LAWS GOVERN
The laws of the state of Minnesota shall govern all questions and interpretations concerning
the validity and construction of this Agreement and the legal relations between the Parties and
their performance. The appropriate venue and jurisdiction for any litigation will be those
courts located within the County of Hennepin, state of Minnesota. Litigation, however, in the
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federal courts involving the Parties will be in the appropriate federal court within the state of
Minnesota.
(The remainder of this page intentionally left blank.)
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The Parties hereto agree to be bound by the provisions set forth in this Agreement.
COUNTY OF HENNEPIN
Reviewed for COUNTY by the County STATE OF MINNESOTA
Attorney’s Office
By:
Chair of Its County Board
Date:
ATTEST:
Deputy/Clerk of County Board
Date:
By:
County Administrator
Date:
CITY OF GOLDEN VALLEY
By: ___________________________________
Roslyn Harmon, Mayor
Date: __________________________________
By: ___________________________________
Noah Schuchman, Interim City Manager
Date: __________________________________
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EXHIBIT A: Description of Services
1
Updated December 2023
POLICE DEPARTMENT and HSPHD staff will work collaboratively to prevent
reoccurrences of crisis calls.
Roles and Responsibilities of Parties
POLICE DEPARTMENT will:
A.Provide office space for the Social Workers (SW);
B.Provide a hotspot for connection if SW is otherwise unable to access to COUNTY network.
C.Work with the HSPHD management to establish operational protocols including
but not limited to referral criteria and process, hours of operation, data tracking and
analysis; and
D.Provide safety vests available for SW who ride along in squad cars with officers in
accordance with police department policies.
HSPHD will:
A.Provide the SW with equipment that is necessary for completing their work.
This includes, but is not limited to, laptop computer, cell phone, printer,
computer monitor, docking station and office supplies.
B.Supervise the SW staff providing services under this Agreement.
C.Be responsible for transportation/mileage expenses for the SW. The SW will be
responsible following the HSPHD transportation/mileage reimbursement
policies.
D.Provide short-term assistance to individuals in order to connect the individuals
with internal and/or community resources to help meet their needs. Services will
be provided timely and in an ethical and culturally sensitive manner. Services
could include coordination with existing service providers, risk assessments,
referrals and evaluation of need for emergency services and assistance in making
those connections.
E.Share individually identifiable information with law enforcement only when there is an
ongoing emergency situation, and the client information is necessary to protect the health or
safety of the individual or other people and pursuant to applicable law. Information disclosed
shall be limited to that necessary to address the emergency situation. During contact with
individuals, the SW will make a reasonable attempt to obtain a Release of Information (ROI)
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EXHIBIT A: Description of Services
2
Updated December 2023
signed by each individual served, in order to permit relevant information to be subsequently
shared with POLICE DEPARTMENT. Without an ROI individually identifiable information
will be shared with POLICE DEPARTMENT only as previously described; and
F.Collect information needed to determine eligibility for community and/or
county resources/services as needed. The SW will facilitate referrals to
appropriate resources.
The Embedded Social Worker Model consists of:
A. Embedded mental health expertise in police departments and dispatch;
B. SW and medical professional respond to mental health, substance and social service-related
calls to 911; and
C. SW and law-enforcement officer respond to mental health, substance and social service-
related calls to 911.
Goals of the model include:
A. Ensure timely engagement with people who need support;
B. Fewer arrests and repeat calls;
C. Increased public satisfaction with the response to mental health emergencies; and
D. Free up police resources for other types of calls.
34
EXECUTIVE SUMMARY
Public Works
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3C.3. Approve Purchase of Hockey Rink Dasher Boards and Components from Becker Arena Products
Prepared By
Tim Kieffer, Public Works Director
Janelle Crossfield, Park and Recreation Director
Al Lundstrom, Park Maintenance Superintendent
Summary
The Lions Park outdoor hockey rink is over 35 years old, deteriorating, and needs to be replaced. Staff
proposes to purchase new wood boards, steel posts and crossmembers, and fencing.
Staff recommends purchasing the equipment through Sourcewell. Sourcewell is a service cooperative
created by the Minnesota legislature as a local unit of government pursuant to Minn. Const. art. XII,
sec. 3 and enabling law Minn. Stat. § 123A.21. Sourcewell has awarded contract number 120320-ATH
for the purchase of the dasher boards and components.
Financial or Budget Considerations
The 2024-2033 Park Improvement Capital Improvement Program (CIP) includes $85,000 for Outdoor
Hockey Rink Replacement (P-039). The cost for the boards and components is $58,683.00. The cost to
install the dasher boards is $19,975 for a total cost of $78,658.
Legal Considerations
The proposed materials will be purchased following Minn. Stat. § 471.345 Subd. 15 Cooperative
purchasing.
(a) Municipalities may contract for the purchase of supplies, materials, or equipment by utilizing
contracts that are available through the state's cooperative purchasing venture authorized by section
16C.11. For a contract estimated to exceed $25,000, a municipality must consider the availability, price
and quality of supplies, materials, or equipment available through the state's cooperative purchasing
venture before purchasing through another source.
Equity Considerations
Park amenities satisfies Pillar 3 of the Equity Plan by providing unbiased programs and services.
Recommended Action
Motion to approve purchase of hockey rink dasher boards and components from Becker Arena
Products in the amount of $58,683.00.
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Supporting Documents
Becker Arena Products Quote
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40
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EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3C.4. Award Contract for Construction Engineering Services to Short Elliot Hendrickson, Inc. - 2024
Pavement Management Program
Prepared By
RJ Kakach, PE, Assistant City Engineer
Summary
Staff 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. This item was
approved by City Council at the March 6, 2024 City Council meeting. In routing for signatures, it was
discovered that the 2023 hourly rates were included in the appendix of the agreement instead of the
2024 hourly rates. The original approved not to exceed amount of $288,100 was calculated based off
of the 2024 rates, so no change to the total contract amount is required. The attached updated
agreement has the correct 2024 hourly billing rates for consideration.
Financial or Budget Considerations
This item is included in the Streets section of the Capital Improvement Plan for the 2024 PMP project.
Legal Considerations
The professional services agreement with SEH was 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
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 Construction Services Agreement with SEH Inc
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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.
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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.
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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.
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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
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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
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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
Short Elliott Hendrickson, Inc
Scott Haupt, PE
3535 Vadnais Center Drive
St. Paul, MN 55110
shaupt@sehinc.com
THE CITY
City of Golden Valley
7800 Golden Valley Road
Golden Valley, MN 55437
engineeringdept@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.
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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:
Noah Schuchman, Interim City Manager
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EXHIBIT A
SCOPE OF SERVICES
8
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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
52
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.
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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
54
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.xlsx55
EXHIBIT B
LOCATION OF WORK
56
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
57
EXHIBIT C
FEE SCHEDULE
58
SHORT ELLIOTT HENDRICKSON INC.
SEH Hourly Billing Rates – 2024
CLASSIFICATION BILLABLE RATE(1)
Principal $185.00 $320.00
Project Manager $150.00 $280.00
Senior Project Specialist $155.00 $265.00
Project Specialist $110.00 $205.00
Senior Professional Engineer I $135.00 $215.00
Senior Professional Engineer II $160.00 $275.00
Professional Engineer $120.00 $200.00
Graduate Engineer $100.00 $160.00
Senior Architect $135.00 $255.00
Architect $115.00 $185.00
Graduate Architect $100.00 $135.00
Senior Landscape Architect $130.00 $205.00
Landscape Architect $105.00 $150.00
Graduate Landscape Architect $95.00 $125.00
Senior Scientist $145.00 $215.00
Scientist $100.00 $165.00
Graduate Scientist $90.00 $135.00
Senior Planner $145.00 $250.00
Planner $115.00 $185.00
Graduate Planner $100.00 $145.00
Senior GIS Analyst $120.00 $205.00
GIS Analyst $110.00 $180.00
Project Design Leader $135.00 $220.00
Lead Technician $125.00 $205.00
Senior Technician $100.00 $165.00
Technician $70.00 $135.00
Graphic Designer $100.00 $170.00
Administrative Professional $65.00 $150.00
Professional Land Surveyor $125.00 $195.00
Lead Resident Project Representative $110.00 $190.00
Senior Project Representative $105.00 $165.00
Project Representative $85.00 $150.00
Survey Crew Chief $95.00 $160.00
Survey Instrument Operator $70.00 $120.00
(1) The actual rate charged is dependent on the hourly rate of the employee assigned to the project.
Effective: January 1, 2024
Expires: December 31, 2024
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SHORT ELLIOTT HENDRICKSON INC.
SEH SCHEDULE OF EXPENSES – 2024
Vehicle Mileage Rates
2024 IRS Rate ........................................................................................................ $0.65/Mile
Vehicle Allowance Costs
Resident Project Representative .............................................................................. $16.00/day
Survey and Field Vehicle .......................................... $4.90/hour + 2024 IRS mileage rate/mile
Survey Equipment
Robotic Total Station .......................................................................................... $35.00/hour
Global Positioning System (GPS) ......................................................................... $35.00/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. The City will be charged for equipment
usage per the specific project 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(1)
Item 8½x11 11x17 Large Format Per Item
Black/White Copy
(single-sided, standard white paper) $0.07 $0.24 $0.95 + $0.50/sq. ft.
Color Copy
(single-sided, standard white paper) $0.46 $1.02 $0.95 + $2.55/sq. ft.
Mylar $5.00
Laminated Foamcore
- up to 30” x 42”
- larger than 40” x 60”
$40.00
$75.00
Binding
- wire
- comb
$3.60
$3.20
Covers
- custom
- standard
$0.15
$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.
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EXECUTIVE SUMMARY
Police
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3D.1. Adopt Resolution No. 24-029 Accepting a Donation for the National Police Week Conference
From the Golden Valley Crime Prevention Fund
Prepared By
Keith Curtis, Police Office Assistant
Virgil Green, Police Chief
Summary
As adopted in the Donation/Gift Policy, a gift of real or personal property must be accepted by the City
Council by resolution and be approved by a two-thirds majority of the Council. All donations and
grants must be acknowledged and accepted by motion with a simple majority.
National Police Week occurs every May, and in 2024, we commemorated it with live, in-person events.
The National Law Enforcement Officers Memorial Fund held ceremonies, including the 36th Annual
Candlelight Vigil, to honor the fallen officers whose names have recently been added to the Memorial.
The 36th Annual Candlelight Vigil will be held on Monday, May 13. Followed by other events
throughout the week. National Police Week is a collaborative effort of many organizations dedicated
to honoring America’s law enforcement community.
In 1962, President John F. Kennedy signed a proclamation which designated May 15 as Peace Officers
Memorial Day and the week in which that date falls as Police Week. Currently, tens of thousands of
law enforcement officers from around the world converge on Washington, DC to participate in a
number of planned events which honor those that have paid the ultimate sacrifice.
Golden Valley Police Officer Sergeant Toavs will be participating in the 2024 Road to Hope Bike Ride
during Police Week. The donation of $1,500 from the Golden Valley Crime Prevention Fund cover
travel expenses for the Police Chief to attend the conference events and accept Sergeant Toavs on
behalf of the Golden Valley Police Department at the commencement of the bike ride.
Financial or Budget Considerations
N/A
Legal Considerations
N/A
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Equity Considerations
N/A
Recommended Action
Motion to adopt Resolution No. 24-029 accepting the donation of $1,500 from the Golden Valley
Crime Prevention Fund for the National Police Week Conference the week of May 11th – May 16th,
2024.
Supporting Documents
Resolution No. 24-029 - Donation for National Police Week
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RESOLUTION NO. 24-029
RESOLUTION ACCEPTING A DONATION FROM THE CRIME PREVENTION FUND
TO ATTEND THE NATIONAL POLICE WEEK CONFERENCE
WHEREAS,the City Council adopted Resolution No. 04-20 on 16, 2004, which
established a policy for the receipt of gifts; and
WHEREAS, the Resolution states that a gift of real or personal property must be
accepted by the City Council by Resolution and be approved by a two-thirds majority of
the Council. A cash donation must be acknowledged and accepted by motion with a
simple majority.
NOW THEREFORE, BE IT RESOLVED, that the City Council accept the
following donations on behalf of its residents:
$1,500.00 from the Golden Valley Crime Prevention Fund for the National Police
Week Conference from May 11
th-16th, 2024.
Adopted by the City Council of the City of Golden Valley, Minnesota this 7
th day of May
2024.
______________________________
Roslyn Harmon, Mayor
ATTESTED:
______________________________
Theresa Schyma, City Clerk
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EXECUTIVE SUMMARY
Human Resources
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3E. Receive and File the City of Golden Valley 2024 - 2026 Equity Plan
Prepared By
Seth Kaempfer, Equity and Inclusion Manager
Summary
At the April 10th, 2024, Council Work Session, Equity and Inclusion Manager, Seth Kaempfer
presented the City of Golden Valley 2024 - 2026 Equity Plan.
The City of Golden Valley’s Equity Plan provides an actionable structure to promote social justice and
increase equity throughout the city. It works as an accountability tool to establish and reframe
processes, practices, and policies in the aim of eliminating inequities and disparities internally and
externally. Furthermore, this plan directly challenges norms and ways of operating that perpetuate
social inequities and trauma, provides approaches that center the needs of those most marginalized,
and measures the direct human impact.
The Equity Plan is an evolving document that takes shape through various means. The Equity Team
developed the current iteration using input gathered from the following: a) Employee Equity Survey
Report; b) Equity Plan Implementation Report; c) Racial Equity Dividends Index; and d) Continuum on
Becoming an Antiracist Multicultural Organization. Through these avenues of input, the Equity Plan
was built with three distinct focus areas: (1) Organizational Culture; (2) Operationalize Equity; and (3)
Workforce Engagement.
Each Focus Area is framed with specific outcomes, actions, and measurables that provide a detailed
approach to achieving the overarching goal of the plan as well as addressing City and community
needs. In addition to broad actions, each department has named Equity Actions that reflects and
focus on the needs of their respective department.
Legal Considerations
This item does not require legal review.
Equity Considerations
As the City continues in its efforts with embedding diversity, equity, and inclusion into all facets of its
work, the Equity Plan and its implementation acts as its polestar. The breadth and specificity of the
Equity Plan allows it to create direct and sweeping impact internally with employees and externally
with community to establish an infrastructure that collectively eliminates inequities, recognizes
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diversity as an asset, and engages at inclusive ways of acting and collaborating. Furthermore, the
Equity Plan is rooted in frameworks and principles that guide its application and all encompassed
actions and approaches to be equity-minded, anti-racist, and multicultural as well as be
communicable, collaborative, and clear in responsibility, accountability, and impact.
Recommended Action
Motion to receive and file the City of Golden Valley 2024 - 2026 Equity Plan.
Supporting Documents
City of Golden Valley 2024 - 2026 Equity Plan
65
2024-2026 Equity Plan
5/7/2024
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1
Table of Contents
Executive Summary ...................................................................................................................................... 2
Definitions And Shared Understanding ....................................................................................................... 4
City DEI Definitions and In Practice Statements ...................................................................................... 4
City Demographics and Information ............................................................................................................ 5
Plan Frameworks and Principles .................................................................................................................. 6
Equity by Design ....................................................................................................................................... 6
Equity-Mindedness ................................................................................................................................... 6
Three Cs: Communication, Collaboration, and Clarity ............................................................................ 7
Continuum on Becoming an Anti-Racist and Multicultural Organization .............................................. 7
Equity Plan Focus Areas At-A-Glance ........................................................................................................... 8
Equity Plan Focus Areas ............................................................................................................................... 9
Focus Area 1: Organizational Culture....................................................................................................... 9
Outcome 1: Possess and advance a common understanding of diversity, equity, inclusion, and
anti-racism ............................................................................................................................................ 9
Outcome 2: Implement a City structure that values diversity and intercultural engagement ........ 10
Focus Area 2: Operationalize Equity ...................................................................................................... 11
Outcome 1: Equity tools are applied to processes, policies, and projects. ...................................... 11
Outcome 2: Equity strategies and measures are identified and applied. ......................................... 12
Focus Area 3: Workforce Engagement ................................................................................................... 13
Outcome 1: Enhance employee engagement methods. ................................................................... 13
Outcome 2: Strengthen professional development opportunities................................................... 14
APPENDIX A: City of Golden Valley Employee Equity Survey Report ....................................................... 15
APPENDIX B: City of Golden Valley Equity Plan Implementation Report ................................................. 16
APPENDIX C: CEI City of Golden Valley Racial Equity Dividends Index Report ......................................... 17
APPENDIX D: Continuum on Becoming an Anti-Racist and Multicultural Organization .......................... 18
APPENDIX E: Equity Plan Context Definitions ........................................................................................... 19
APPENDIX F: Demographic Data and Information .................................................................................... 23
APPENDIX G: Departmental Equity Actions .............................................................................................. 29
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2
Executive Summary
Transforming Golden Valley
The City of Golden Valley’s Equity Plan provides an actionable structure to promote social justice and
increase equity throughout the city. It works as an accountability tool to establish and reframe
processes, practices, and policies in the aim of eliminating inequities and disparities internally and
externally. Furthermore, this plan directly challenges norms and ways of operating that perpetuate social
inequities and trauma, provides approaches that center the needs of those most marginalized, and
measures the direct human impact.
The City recognizes that historical and present disparities perpetuated by its structures, policies, and
procedures have burdened different people, particularly within Black, Indigenous and People of Color
communities. Consequently, the City is committed to transforming local government to dismantle
barriers, provide resources, and enhance opportunities for all residents and visitors.
Development Process
The Equity Plan is an evolving document that takes shape through various means. The Equity Team
developed the current iteration using input gathered from the following:
•Employee Equity Survey Report (EESR)
A survey conducted with City of Golden Valley employees to understand the perspectives, needs,
and insight related to diversity, equity, and inclusion in the workplace and throughout their
respective work (see Appendix A).
•Equity Plan Implementation Report (EPIR)
A report completed by the Diversity, Equity, and Inclusion Commission (DEIC) and the Equity and
Inclusion Manager to gather information about the implementation of the most recent Equity
Plan and inform the execution of future plans (see Appendix B).
•Racial Equity Dividends Index (REDI)
Indexing conducted by the Center for Economic Inclusion to understand how public sector
institutions are progressing towards being inclusive and supportive of racially equitable
economic outcomes for both employees and community (see Appendix C).
•Continuum on Becoming an Antiracist Multicultural Organization (CBARMO)
Framework created by Crossroads Ministry to illustrate a progression model of action and
process for organizations to consider and implement so as to move from an Exclusionary
Institution to a Fully Inclusive Anti-Racist Multicultural Organization in a Transformed Society
(see Appendix D).
Further input from the City’s Equity Advancement Team (EAT) and DEIC identified key connective pieces
that required changing the plan’s structure. These included a need to transparently name who is
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3
accountable for the work, a shift into focus areas, and a reconnection to concepts, such as anti-racism,
through using best practices like the Continuum on Becoming an Anti-Racism and Multicultural
Organization.
Accountability And Reporting
The City’s Equity and Inclusion Manager is responsible for coordination, oversight, and implementation.
Each Department Director is responsible for their respective department’s action within the Equity Plan.
Accordingly, each action is uniquely measured and assessed for achievement and impact. To ensure
clear and consistent communication, the City will provide semi-annual updates and has created an
online dashboard1 available to both employees and the community.
1 City of Golden Valley – Equity Plan Dashboard
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4
Definitions And Shared Understanding
Language guides personal and collective attitudes, behaviors, and actions. The City uses the following
definitions to create a shared understanding to advance diversity, equity, inclusion, and anti-racism (DEI-
AR).
City DEI Definitions and In Practice Statements
The following definitions for diversity, equity, and inclusion are vital to grounding this plan and any work
throughout the City. They came from a collaborative process with leadership to craft descriptions
applicable to the work of local government and each department. The “In Practice” statements provide
an understanding of how City staff will put these terms into use.
Diversity
Range of human differences and complexity, whether shared or individual, across thought, beliefs,
experience, and identity (including, but not limited to, race, ethnicity, gender, sexuality, class, language,
physical ability/disability, religious/spiritual beliefs, and education).
In practice at Golden Valley: We intentionally recognize, understand, and celebrate the differences and
lived experiences of fellow staff and the community we serve.
Equity
Proactive and ongoing reinforcement of policies, projects, attitudes, and actions that distribute power,
access, and opportunity, and where outcomes are determined by how provided services are structured
rather than identity or lived experience.
In practice at Golden Valley: We identify and diligently eliminate disparities in as well as barriers to
opportunities, resources, and services the City provides to residents, employees, businesses, and
visitors.
Inclusion
Actively empowering and bringing individuals or groups to be participatory in projects, actions, and
decision/policy making that shares power as well as honors nuance and authenticity.
In practice at Golden Valley: We purposefully and continuously engage diversity in decision making, goal
setting, and project development that foster, cultivate, and contribute to cultural humility, a sense of
belonging, and an empathic understanding.
Equity Plan Context Definitions
For additional terms used throughout the Equity Plan, which include terms specific to the
implementation of the plan, please refer to Appendix E.
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5
City Demographics and Information
Statistics and data are foundational for critical change and transformation. Data, especially when
disaggregated, can indicate areas of needed growth, disparity, and potential historical and current
inequities that are part of the fabric of the community. It can also indicate upcoming trends to both
adjust and be responsive to as well as be a starting point for critical inquiry.
Information provided in Appendix F helps to provide a picture of Golden Valley across various data
points.
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6
Plan Frameworks and Principles
The Equity Plan includes intersecting frameworks and principles that drive and create continued
accountability. Some connect to recommendations from conducted reports, while others connect to
best practices related to implementing racial equity and anti-racism.
Equity by Design
A cornerstone of this plan are the following Equity by
Design2principles, which center responsibility on both the individual
and the City as a system and institution:
• Clarity in language, goals, and measures is vital to effective
equitable principles.
• Equity-mindedness is a guiding paradigm for language and
action.
• Equitable practices and policies are designed to engage at
differences in the context of community and not to treat all
community the same.
• Enacting equity requires a continual process of learning, disaggregating data, and questioning
assumptions about relevance and effectiveness.
• Equity must be enacted as a pervasive institutional- and department-wide principle.
Equity-Mindedness
Focusing more closely on Equity by Design, the principle of
“Equity-Mindedness3” itself is also a main tenant of the plan. The
following subprinciples center responsibility primarily on the
individual:
• Race-Conscious and Inquiry
Noticing racial inequities, recognizing stereotypes, and
questioning assumptions and implicit/explicit bias.
• Evidence and Outcome Based
Awareness that beliefs, expectations, and practices
assumed to be race neutral can and typically have
outcomes that are racially disadvantageous.
• Equity Advancing
Willingness and readiness to assume responsibility and take action to eliminate inequities.
2Center for Urban Education: Five Principles for Creating Equity by Design
3Five Principles for Enacting Equity by Design
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• Systemically Aware
Awareness that while racism may not always be overt, racialized patterns nevertheless permeate
policies and practices. Also, an awareness to bring in additional socio-historical context to the
review, edits, and buildout of policies and practices.
• Gap Reframing
Reassessment that disparities are a dysfunction of structures, policies, and practices as well as
how these mechanisms have contributed to and exacerbate disparities.
Three Cs: Communication, Collaboration, and Clarity
From conducted reports, recommendations were formed to
highlight the various needs related to future plans. In turn, these
recommendations have become additional principles, which find
themselves applied to all actions and some more specifically:
• Communication of the Plan
Provide consistent, continuous, and clear communication about the Equity Plan to City
employees and community using various communication tools and accessible dashboards.
• Internal and External Collaboration
Identify, cross-collaborate, and involve both internal and external stakeholders as well as
leverage existing assets, which includes but is not limited to current staff, commissions,
professional services, and county/state agencies.
• Clarity of Responsibility, Accountability, and Impact
Clearly determine and communicate how actions and subsequent tasks connect to specific roles
and responsibilities as well as what intended impact is to be created and whether it addresses
specific inequities.
Continuum on Becoming an Anti-Racist and Multicultural Organization
The Continuum on Becoming an Anti-Racist and
Multicultural Organization (Appendix D) is a
fundamental framework for the plan itself and each
action. It helps establish a starting point for the City and
gives perspective of what to do so racial and cultural
differences are seen as assets. In its work and
operations, the City is deemed a combination of a
“Compliance Organization” and an “Affirming Institution,” which look at symbolic change and identity
change respectively. This determination is noted in Appendix D.
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8
Equity Plan Focus Areas At-A-Glance
Focus Area 1: Organizational Culture
• Outcome 1: Possess and advance a common understanding of diversity, equity, inclusion, and
anti-racism.
• Action A: Provide accessible and applicable DEI-AR resources and tools.
• Action B: Establish and carry out common language and common understanding
engagement.
• Outcome 2: Implement a City structure that values diversity and intercultural engagement.
• Action A: Increase collective intercultural mindedness and skillset.
• Action B: Enhance and expand awareness of City-wide policies, practices, and resources.
Focus Area 2: Operationalize Equity
• Outcome 1: Equity tools are applied to process, procedures, policies, projects, programs, and
initiatives.
• Action A: Update and strengthen usage of City Equity Decision Making Tool.
• Action B: Build and apply City Community Equity Participation Tool.
• Outcome 2: Equity strategies and measures are identified and applied.
• Action A: Departmental Equity Actions are identified and addressed.
• Action B: Update and communicate City Equity Infrastructure. (fabric image)
Focus Area 3: Workforce Engagement
• Outcome 1: Enhance employee engagement methods.
• Action A: Develop and implement City Employee Impression Strategy.
• Action B: Communicate and facilitate employee engagement opportunities focused on DEI-
AR and intersectional topics.
• Outcome 2: Increase professional development opportunities.
• Action A: Create, implement, and assess DEI-AR curriculum.
• Action B: Develop and execute Workforce Equity Advancement Strategy workforce equity
strategy.
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9
Equity Plan Focus Areas
The Equity Plan includes three distinct focus areas: (1) Organizational Culture; (2) Operationalize Equity;
and (3) Workforce Engagement. Each focus area contains expected outcomes and action.
Focus Area 1: Organizational Culture
Respect, encouragement, and empowerment are crucial to establishing an organizational culture that is
equitable and inclusive. This kind of culture comes from grounding the workplace in fundamental values
and a foundational understanding of how diversity, equity, inclusion, and anti-racism are interwoven into
how employees engage with one another and across the City.
Outcome 1: Possess and advance a common understanding of diversity, equity, inclusion,
and anti-racism
Action A: Provide accessible and applicable DEI-AR resources and tools.
Description: Research, create, and communicate tools and resources that are
specialized for local government and departmental application of DEI-AR.
This also includes communicating DEI-AR standards set by leading
organizations, whether focused on local government or specific
departments.
Accountability: Equity Team
Stakeholders: Equity Advancement Team and IT
Connections: • ESSR Recommendation(s): 5
Measurables: • Central location for all DEI-AR content
• Number of resources and tools for each department
Action B: Establish and carry out DEI-AR common language and common
understanding engagement.
Description: Communication campaign and training to establish better collective
understanding and engagement regarding DEI-AR language and concepts,
as it pertains to each department’s work and local government.
Accountability: Equity Team and Executive Leadership Team
Stakeholders: Departmental leadership
Connections: • EESR Recommendation(s): 1.A & 1.B
• EPIR Recommendation(s): B.3
• CBARMO Pillar 4: Step 4
Measurables: • Number of Full Time Employees trained
• Departmental In Practice Statements
• Definitions/Terms guide
• All staff communication
• Change in understanding of terminology
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Outcome 2: Implement a City structure that values diversity and intercultural
engagement
Action A: Increase and enhance the City’s collective intercultural mindedness and
skillset.
Description: Apply the Intercultural Development Inventory (IDI) throughout the
entire City. This includes Development Support Opportunities that
supplement the content of the IDI process by providing additional
engagement that focus on continued learning, further understanding,
and diversifying application of intercultural mindedness, communication,
and more.
Accountability: Equity Team, Executive Leadership Team, and departmental leadership
Stakeholders: IDI qualified administrators
Connections: • ESSR Recommendation(s): 6
• CBARMO Pillar 3: Step 4
Measurables: • Full Time Employee participation
• Participation in Developmental Support Opportunities
• Addition of IDI qualified administrators
Action B: Enhance and expand awareness of City-wide policies, practices, and
resources.
Description: Assessment and recrafting of current employee policies and a
communication campaign to inform employees of policies in efforts of
making it more understandable, approachable, and effective. These
efforts will also work towards helping employees better understand how
to for oneself and others via various means.
Accountability: HR Department and Executive Leadership Team
Stakeholders: City Attorney, Communications Department, Equity Advancement Team,
and City Council
Connections: • EESR Recommendation(s): 9
Measurables: • Full redevelopment of workplace behavior policy
• All staff communication
• Development of guides and resources for policy usage
• Change in understanding of policy and how to use it
• Review of handbook
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Focus Area 2: Operationalize Equity
Systemic approaches to decision-making as well as process/policy/project development,
implementation, and evaluation are crucial to establishing equitable outcomes, improving results, and
eliminating disparities for those the City serves. Operationalizing equity in individual, departmental, and
City work using tools, frameworks, and lenses moves towards these goals and helps to establish stronger
accountability, metrics, and standards.
Outcome 1: Equity tools are applied to processes, policies, and projects.
Action A: Update and strengthen usage of City Equity Decision Making Tool.
Description: Update current Equity Tool for stronger approach and utilization through
diversifying its application, clarity of its use, and further cohesion within
the Equity/Legal Review. Efforts related to communication, training, and
attestation are also part of the approach to establish better usage and
understanding with anticipation of City policy embedment.
Accountability: Equity and Inclusion Manager, City Attorney, and City Clerk
Stakeholders: Executive Leadership Team, Equity Advancement Team, and
departmental leadership
Connections: • ESSR Recommendation(s): 4
• EPIR Recommendations(s): B.4
• CBARMO Pillar 4: Step 2 & 6
Measurables: • Full redevelopment of tool
• Usage numbers of the tool
• Number of managers and supervisors trained
• Completion of attestation and number of managers and supervisors
completing
Action B: Build and apply Community Equity Participation Tool.
Description: Create a Community Equity Participation Tool and implement a
communication and training campaign for usage across the City. The
tools application will guide employees on how to properly incorporate
community in different actions, strategies, and initiatives, especially
those that have direct impact.
Accountability: Community Connection and Outreach Specialist
Stakeholders: Executive Leadership Team, Equity Advancement Team, and
departmental leadership
Connections: • EESR Recommendation(s): 10
• EPIR Recommendation(s): A.2
• REDI: Leadership Q7
• CBARMO Pillar 4: Step 2 & 6
Measurables: • Full development of tool
• Usage numbers of the tool
• Number of managers and supervisors trained
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• Completion of attestation and number of managers and supervisors
completing
Outcome 2: Equity strategies and measures are identified and applied.
Action A: Departmental Equity Actions are identified and addressed.
Description: Departments either focus on a current initiative/project or build out a
particular initiative/project for implementation related to engaging at
DEI-AR for their respective work. (see Appendix E)
Accountability: Equity and Inclusion Manager, Executive Leadership Team, and
departmental leadership
Note: Each departmental Equity Action will have differing individuals for
accountability and stakeholders
Stakeholders: Stakeholder(s): Departmental leadership and staff, City Council, City
Commissions, and external partners
Note: Each departmental Equity Action will have differing individuals for
accountability and stakeholders
Connections: • ESSR Recommendation(s): 7 & 8
• EPIR Recommendations(s): A.1, A.2, & A.3
• REDI: Procurement Q1-7, Budget/Finance Q5, Community/Economic
Development Q4, Housing/Transportation/Land Use Q4-7, Public
Policy Q2-5
Measurables: Departmentally defined
Action B: Update and communicate City Equity Infrastructure.
Description:
Redesign and bolster the City of Golden Valley Equity Infrastructure to
both enhance and deepen equity praxis. This focuses on connecting
internal committees/groups, commissions, city council, schools,
tools/resources, physical infrastructure, community organizations, and
the formalization of a racial equity vision statement.
Accountability: Equity Team
Stakeholders: Communication Department, IT, Equity Advancement Team, DEI
Commission, and City Council
Connections: • EESR Recommendation(s): 5 & 7
• EPIR Recommendation(s): A.4 & B.1
• REDI: Procurement Q1-7, Budget/Finance Q5, Community/Economic
Development Q4
• CBARMO Pillar 4: Step 2, 5, & 7
Measurables: • Number of engaged identity-based student groups
• Number of engaged identity-based community organizations
• Full development of a racial equity vision statement
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Focus Area 3: Workforce Engagement
Continued engagement at developing and strengthening equity-mindedness through professional
development creates long-term success for the entire City, fosters a more dynamic and critical skillset of
each employee, and upholds unbiased services. Coupled with a focus on supporting the careers of
employees, this helps build out a workforce that is empowered, valued, and feels a sense of belonging.
Outcome 1: Enhance employee engagement methods.
Actions A: Develop and implement Employee Impression Strategy.
Description: Build a strategy that examines and engages at the life of an employee
from recruitment to leave. This focuses on gathering and assessing
data/information as well as setting goals related to recruitment, hiring,
time throughout employment, and then exit from the City.
Accountability: Human Resources Specialist, Equity and Inclusion Manager, Executive
Leadership Team, and departmental leadership
Stakeholders: HR Department, Administrative Services, Communications Department,
and external partners
Connections: • ESSR Recommendation(s): 3
• REDI: Leadership Q12, Hiring Q5-7, Culture/Retention/Advancement
Q6
• CBARMO Pillar 3: Step 3 & Pillar 4: Step 8
Measurables: • Application demographic analyzed
• Engagement of new hires via check-ins
• Engagement of all employees via stay interviews
• Completion of exit interviews
Action B: Communicate and facilitate employee engagement opportunities focused on
DEI-AR and intersectional topics.
Description: Promote and deliver sessions, trainings, and additional employee
engagement opportunities focused on DEI-AR, which aim to expand
equity mindedness, connect on topical and current issues, and directly
engage at employee needs. This also includes supporting departments in
their own efforts of DEI-AR employee engagement.
Accountability: Equity Team and Equity Advancement Team
Stakeholders: Executive Leadership Team, departmental leadership, IT, Wellness
Committee, and external partners
Connections: • EESR Recommendation(s): 2.A & 2.B
• CBARMO Pillar 3: Step 4 & Pillar 4: Step 3 and 4
Measurables: • Number of JEDI Lunch sessions
• Number of additional learning opportunities
• Assessments for JEDI Lunch sessions and additional learning
opportunities
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Outcome 2: Strengthen professional development opportunities.
Action A: Create, implement, and assess DEI-AR curriculum.
Description: Create various DEI-AR curricula that are both applicable to the work of
local government and center equity mindedness, liberatory practices,
and departmental nuance.
Accountability: Equity Team and Equity Advancement Team
Stakeholders: Executive Leadership Team, departmental leadership, IT, Wellness
Committee, and external partners
Connections: • ESSR Recommendation(s): 2.A & 2.B
• CBARMO Pillar 3: Step 4 & Pillar 4: Step 3 and 4
Measurables: • Developed and implemented curricula
• Number of full-time employees participating
• Assessments for curriculums
Action B: Develop and execute Workforce Equity Advancement Strategy.
Description: Build a strategy that examines and engages the advancement of
employees through different means. This includes evaluating job
descriptions to embed equity competencies, establishing succession
planning for roles, and tracking promotional data/information.
Accountability: HR Department, Executive Leadership Team, and departmental
leadership
Stakeholders: Equity Advancement Team and Administrative Services
Connections: • EESR Recommendation(s): 3
• REDI: Hiring Q7, Culture/Retention/Advancement Q2/7/10,
Workforce Development Q1
• CBARMO Pillar 4: Step 7 and 8
Measurables: • Review and update job descriptions
• Number of departmental completions for succession planning
• Promotion demographic analyzed
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APPENDIX A:
City of Golden Valley Employee Equity Survey Report
81
City of Golden Valley
2023 Employee Equity Survey Report
10/16/2023
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2
Contents
Executive Summary & Introduction ............................................................................................................. 3
Executive Summary .................................................................................................................................. 3
Introduction .............................................................................................................................................. 3
Survey Objectives ......................................................................................................................................... 4
Methodology ................................................................................................................................................ 5
Demographic Overview ................................................................................................................................ 6
Survey Question Sections & Results and Key Findings .............................................................................. 11
Section 1: Definitions ............................................................................................................................. 11
Section 2: Personal Perspectives ............................................................................................................ 12
Section 3: Perception of Attitudes About Equity in the City ................................................................. 13
Section 4: Equity Work Observations and Expectations of Myself ....................................................... 14
Section 5: Equity Work Observations and Expectations of Myself ....................................................... 16
Section 6: Observations of Inequities in the Workplace ....................................................................... 18
Section 7: Observations of Inequities with Community Partners ......................................................... 19
Section 8: Equity Skills and Knowledge Building ................................................................................... 20
Section 9: Workplace Belonging and Equitable Workplace .................................................................. 22
Recommendations ...................................................................................................................................... 27
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3
Executive Summary & Introduction
Executive Summary
The City of Golden Valley and its employees serve a community of roughly 22,000 residents and a wealth
of businesses, visitors, and patrons. This community brings a multfplicity of experience, identfty, history,
and needs. With this in mind, it requires the City and its employees to be dynamic, reflectfve, and
responsive when providing services and resources, directly engaging, incorporatfng perspectfves and
lived experiences, implementfng policy and practfce, and more. To better inform and ground this work, it
is vital to understand how to advance, ingrain, and apply equity into it. As such, the Equity and Inclusion
Manager and the City developed a survey to establish a baseline of employee knowledge, experience,
and perspectfves.
Based on this overarching goal, the Equity and Inclusion (E&I) Manager developed a set of drafl survey
questfons and structure. With the support of the HR Department as well as the City’s Management
Team and Equity Advancement Team, these questfons were edited and adjusted to be properly reflectfve
and inclusive of the City and its workforce. The E&I Manager in collaboratfon with the Community
Connectfon and Outreach Specialist analyzed and reported on the data.
Introduction
A key directfve of the City of Golden Valley’s Council is imbedding diversity, equity, inclusion (DEI), and
racial justfce into the work of the City and make it a vital, inextricable, and fundamental part of how the
City does its work. To ensure that this directfve is woven and part of the fabric of the City, staff created a
survey tool for employees to express the diverse perspectfves, views, and opinions when to comes to
previous and future DEI as well as the work that comes with it. Furthermore, staff will use the results of
the survey as one of many tools to inform an updated City of Golden Valley Equity Plan in the prospects
that is proactfve, nuanced, and purposeful in its impact both internally with employees and externally
with the community the City serves.
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4
Survey Objectives
The Equity and Inclusion Division staff communicated the following survey objectfves to City of Golden
Valley employees:
• Create a direct connectfon to the directfves made by the City Council related to diversity, equity,
inclusion, and racial justfce.
• Establish a stronger startfng point to understand the dynamic regarding DEI within our
employees.
o Obtain feedback on employees’ needs, wants, and concerns.
o Gain insight regarding employees’ engagement and understanding of previous DEI
efforts and desires for future DEI efforts.
• Create a better grounding for the upcoming City of Golden Valley Equity Plan
o Learn where to invest tfme, resources, and support to establish a more inclusive and
equitable workplace as well as build a more responsive approach to workplace
belonging.
o Understand the gaps in building skillsets related to DEI and what efforts can be
established to address said gaps.
o Find where to imbed equitable approaches and processes in the work of the City.
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5
Methodology
To fulfill the indicated objectfves, employees were asked to partfcipate in an online survey built and
conducted via Survey Monkey. The survey questfons were developed in Summer 2023 by the Equity and
Inclusion Manager with support and feedback provided from the City’s Management Team. Prior to
releasing the survey, the E&I Manager developed as survey communicatfon campaign to inform
employees of the survey, its purpose, and how to partfcipate. This campaign included:
• Three emails preparing employees for the survey, and
• Calendar invitatfons for three survey informatfon sessions
On Monday, July 17th, 2023 the E&I Manager sent out the survey link via email. The survey remined
open for seventeen days with a reminder email sent on Friday, July 28th, 2023. The survey closed on
Wednesday, August 2nd, 2023.
The survey contained 80 total questfons. Questfons were primarily on a Likert scale with optfons:
strongly disagree, disagree, agree, and strongly agree. Each Likert scale questfon also included an “I
Don’t Know” optfon. Within each sectfon, employees had the optfon to complete open-fill text
responses. All questfons were optfons, and the survey was voluntary and anonymous with no responses
attributed to individual employees or specific departments.
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6
Demographic Overview
Staff designed the survey to include several demographic questfons that were asked of City employees in
order identffy the range of backgrounds, identftfes, and experiences. In several sectfons of the
demographic report staff have provided a comparison of survey respondent data to the overall employee
demographic data taken from the City’s payroll system.
Questfon: Select the optfons that best describes your role in the City
Questfon: How long have you been with Golden Valley?
10%
20%
46%
21%
3%
Director or Manager
Supervisor
Non-Supervisory Full-Time
Employee
Non-Supervisory Part-Time
Employee
Additional role not listed
(please specify):
15.79%
30.26%30.26%
9.21%5.26%9.21%
0.00%
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7
Questfon: Gender/Gender Identfty (select all that apply)
Survey Results:
Current Employee Data:
0.00%
1.25%
45.00%
1.25%
0.00%
0.00%
0.00%
41.25%
12.50%
0.00%
0%10%20%30%40%50%60%70%80%90%100%
Agender
Genderqueer or gender fluid
Man
Non-binary or non-conforming
Trans man
Trans woman
Two spirit
Woman
Prefer to not disclose
Additional role not listed (please specify):
66.00%
34.00%
0%10%20%30%40%50%60%70%80%90%100%
Man
Woman
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8
Questfon: Sexuality/ Sexual Orientatfon (select all that apply)
Questfon: Ethnicity/Ethnic Background (select all that apply)
0.00%
6.33%
2.53%
1.27%
2.53%
1.27%
74.68%
13.92%
0.00%
0%10%20%30%40%50%60%70%80%90%100%
Asexual
Bisexual
Gay
Lesbian
Pansexual
Queer
Straight (heterosexual)
Prefer to not disclose
Additional sexuality/sexual orientation not listed…
6.33%2.53%2.53%
1.27%
81.01%
10.13%
1.27%
Arab, Middle Eastern, or North African - For example, Algerian, Egyptian, Iraqi, Jordanian,
Sudanese, Syrian, Yemeni
Asian or Asian American - For example, Asian Indian, Chinese, Filipino, Japanese, Korean,
Nepalese, Vietnamese
Black or African American - For example, Ethiopian, Haitian, Jamaican, Nigerian, Somalian
Hispanic or Latino/a - For example, Colombian, Cuban, Dominican, Mexican or Mexican
American, Puerto Rican, Salvadoran
Native American or Alaska Native - For example, Arapaho, Blackfeet Tribe, Mayan, Native
Village of Barrow Inupiat Traditional Government, Navajo Nation, Nome Eskimo Community
(can include federally recognized and descendant tribal affiliation)
Native Hawaiian or Additional Pacific Islander - For example, Chamorro, Fijian, Marshallese,
Native Hawaiian, Samoan, Tongan
White or European American - For example, English, French, German, Irish, Italian, Polish
Prefer to not disclose
Additional ethnicity/ethnic background not listed (please specify):
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9
Questfon: Race (select all that apply)
Survey Results:
Current Employee Data:
6.33%2.53%
2.53%
1.27%
79.75%
10.13%
1.27%American Indian, Native American,
Indigenous, or First Nations
Asian
Black
Hispanic or Latino/a
Middle Eastern
Multiracial
White
Prefer to not disclose
Additional race not listed (please
specify):
4.00%5.00%
4.00%
2.00%
85.00%
American Indian, Native American,
Indigenous, or First Nations
Asian
Black or African-American
Hispanic or Latino/a
Middle Eastern
Multiracial
White
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Questfon: Age
Survey Results:
Current Employee Data:
0.00%
6.41%
19.23%
25.64%
20.51%
14.10%
0.00%
0.00%
14.10%
0%10%20%30%40%50%60%70%80%90%100%
18 or younger
19-24
25-34
35-44
45-54
55-64
65-74
75 or older
Prefer to not disclose
0.00%
3.00%
22.00%
28.00%
25.00%
18.00%
4.00%
0.00%
0%10%20%30%40%50%60%70%80%90%100%
18 or younger
19-24
25-34
35-44
45-54
55-64
65-74
75 or older
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Survey Question Sections & Results and Key Findings
In additfon to the demographic component of the survey, the survey included the following nine sectfons
of questfons and prompts:
1. Definitfons
2. Personal Perspectfves
3. Perceptfon of Attitudes about Equity in the City
4. Equity Work Observatfons and Expectatfons of Myself
5. Equity Work Observatfons and Expectatfons of Others
6. Observatfons of Inequitfes in the Workplace
7. Observatfons of Inequitfes with Community Partners
8. Equity Skills and Knowledge Building
9. Workplace Belonging and Equitable Workplace
In this part of the report, each sectfon is further defined, which includes its purpose, key findings, and
results. Additfonally, this part shares an analysis of top themes and trends from the open-fill questfon of
each sectfon where answers did not always reflect the response in the Likert scale prompts.
Section 1: Definitions
In this sectfon, respondents were asked to share their personal definitfon for the terms of diversity,
equity, and inclusion. The purpose of this sectfon was to garner an understanding of how employees
individually and collectfvely think of these terms and what is the common understanding across the City.
Results & Key Findings
Diversity:
Some common ways respondents defined diversity focused on differing background, perspectfves, and
lived experiences. Answers also highlighted the thinking of diversity as the multfplicity of identfty with
some respondents naming social identftfes such as race, age, gender, ability/disability, race, and
educatfon.
Inclusion:
As it relates to the term inclusion, respondents shared a strong resonance with ideas and approaches of
welcoming, acceptfng, and valuing people regardless of identfty or background. Many respondents
identffied inclusion as both an actfon and a feeling, especially in the vein of having a sense of belonging
and being valued. Employees also expressed that being inclusive one is holding and creatfng space so
that differing skills, perspectfves, and experiences can be present and considered.
Equity:
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While there was strong consensus of employee’s definitfons for diversity and inclusion, respondents’
definitfons of equity highly differed from one employee to the next. Some employees defined equity as
ensuring equal opportunity, having equal and fair treatment, and impartfality. While other employees
defined equity as removing barriers, ensuring access by meetfng specific and unique needs, and
recognizing situatfonal circumstances.
Section 2: Personal Perspectives
DEI is tfed to the lived experiences, social identftfes, and backgrounds of individuals, therefore it is
important to gain an understanding of the varying perspectfves related to this kind work. By gaining a
better understanding of how people engage, connect, and find value in DEI work, the City can help to
establish a more dynamic approach that directly resonates with employees at a more granular level.
Results & Key Findings
Overwhelmingly, employees greatly value the work of equity and improving equity all around, which
includes listening to individuals who experience or report inequitfes or removing inequitfes.
Respondents find it important for others to work towards improving equity. Additfonally, there is a sense
of strong self-awareness with roughly 95% of respondents indicated that they either strongly agree or
agree that one may not be aware of inequitfes that may exist.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T
KNOW
2.1: Equity is
personally important
to me.
2.47% 4.94% 38.27% 49.38% 4.94%
2.2: I see value in
working towards
equity.
2.50% 2.50% 35.00% 57.50% 2.50%
2.3: I think it is
valuable to examine
and discuss the
impacts of equity in
my work.
2.47% 7.41% 38.27% 49.38% 2.47%
2.4: I think others
should work towards
improving equity.
2.47% 4.94% 39.51% 44.44% 8.64%
2.5: It is important to
listen to others who
experience or report
an inequity.
1.23% 2.47% 39.51% 55.56% 1.23%
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2.6: Once they have
been identffied, I think
it is important to
remove inequitfes.
1.23% 3.70% 34.57% 53.09% 7.41%
2.7: Inequitfes may
exist that I am not
aware of.
1.23% 1.23% 41.98% 53.09% 2.47%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Need to bring in the perspectfve, experiences, and insight from additfonal marginalized groups
inclusive of race.
• Make sure to have an interconnected and intersectfonal approach when doing DEI so as to not
have marginalized groups contend for the same resources, tools, and opportunitfes.
• Contfnue to explore through conversatfon the subtle and deceptfve nature of inequitfes to reveal
the how they are engrained in all fabrics of our work and lives.
Section 3: Perception of Attitudes About Equity in the City
In this sectfon, partfcipants were asked to provide their perspectfve of the collectfve attitudes towards
equity across the City. Partfcipants were also prompted to provide their perspectfve on how the City, as
an organizatfon, is invested in equity both internally with employees and externally with community
partners.
Results & Key Findings
According to partfcipants, there is an overwhelming agreement that peers/colleagues (62%) and
supervisors/leadership (47%) think of equity as important. Although there is general agreement that the
City invests in equity within some areas, roughly 20% of respondents stated “I don’t know” when asked if
the City invests in equity within its services and 27% indicated similarly when asked if the City places
emphasis on equity with its partnerships. This lack of knowing raises questfons about transparency of
investments whether that is tfme, money, or people to achieving goals related to equity as well as even if
these kind of investments are being made.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
3.1: I believe my
peers/colleagues think
equity is important.
4.94% 11.11% 61.73% 9.88% 12.35%
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3.2: I believe my
supervisor/leadership
thinks equity is
important.
1.23% 6.17% 46.91% 37.04% 8.64%
3.3: I believe senior
leadership thinks
equity is important.
5.00% 11.25% 50.0% 27.50% 6.25%
3.4: Equity is valued at
Golden Valley.
2.47% 7.41% 55.56% 20.99% 13.58%
3.5: Golden Valley
invests in equity in the
workplace.
6.17% 9.88% 53.09% 22.22% 8.64%
3.6: Golden Valley
invests in equity in our
services.
4.94% 9.88% 48.15% 17.28% 19.75%
3.7: Golden Valley
invests in equity in our
partnerships.
3.70% 7.41% 46.91% 14.81% 27.16%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Budgetary and monetary investment needs to be established for DEI efforts both city-wide and
departmentally.
• DEI strategy must include both City-wide and departmentally tailored approaches to DEI with
more clearly defined roles, responsibilitfes, and outcomes.
• City facilitfes and buildings are not inclusive, especially bathrooms, wayfinding, and accessible
entry and building navigatfon.
• Middle management/supervisors need to have stronger, more actfve support in DEI efforts and
communicate DEI informatfon related to staff, especially those in part-tfme, temporary, and
variable hour roles.
Section 4: Equity Work Observations and Expectations of Myself
The purpose of this sectfon was to understand the expectatfons employees have of themselves to
engage and focus on equity within one’s work. These questfons required partfcipants to be critfcally self-
reflectfve.
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15
Results & Key Findings
Combined, 87% of survey partfcipants indicated that they have a self-expectatfon to actfvely work
towards equity. Similarly, a high percentage of respondents indicated that this expectatfon is supported
by the workplace, which includes their peers/colleagues and supervisors/leadership. This expectatfon is
also felt from top leadership of the City Council. Close to 20% of respondents indicated they did not
know if their peers/colleagues have an expectatfon of working towards equity, which may indicate that
conversatfons and expectatfons about equity are infrequently had or shared amongst peers.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
4.1: I seek ways to
improve equity in my
work.
1.25% 7.50% 51.25% 33.75% 6.25%
4.2: I am actfvely
involved in advancing
equity in my projects
and teams.
1.25% 13.75% 52.50% 23.75% 8.75%
4.3: I apply policies,
processes, and
procedures in an
equitable way.
1.25% 7.50% 60.0% 22.50% 8.75%
4.4: I expect myself to
actfvely work towards
equity.
1.25% 2.50% 46.25% 41.25% 8.75%
4.5: My
peers/colleagues
expect me to actfvely
work towards equity.
2.50% 3.75% 53.75% 22.50% 17.50%
4.6: My
supervisor/leadership
expects me to actfvely
work towards equity.
0% 5.00% 47.50% 37.50% 10.0%
4.7: The city council
expects me to actfvely
work towards equity.
3.75% 2.50% 43.75% 37.50% 12.50%
4.8: I think it is
valuable to examine
and discuss the
3.75% 5.00% 47.50% 38.75% 5.00%
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impacts of equity in
my work.
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Feeling that DEI does not need to be part of the fabric of the City’s work and business and/or
that DEI work and the City’s work and business are mutually exclusive.
• A want and desire for equity work to feel natural, organic, and integral to one’s work.
• Lack of intersectfonal or intercultural lens to DEI work, approaches, and professional
development, especially when employees are asked to engage from their lived experiences.
• Difficulty in bringing up equity concerns and consideratfons in conversatfons, meetfngs, and
more because of overt and covert disrespect as well as lack of consideratfon or obstructfon.
Section 5: Equity Work Observations and Expectations of Myself
Instead of critfcal self-reflectfon, this sectfon prompted partfcipants to take an outward critfcal lens. The
questfons of this sectfon asked partfcipants to describe their observatfons of equity work across the City
including expectatfons they have of their department, peers, leadership, and City Council.
Results & Key Findings
Employees overwhelmingly responded with “agree” and “strongly agree” to all prompts within this
sectfon indicatfng that they perceive their departments, coworkers, supervisor, and the City Council to
value equity as well as seek ways to improve it. Similar to the previous sectfon, there is some indicatfon
with close to 20% that respondents either don’t know or disagree, respectfvely, that their peers are
actfvely improving equity in their work or see examples of this either.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
5.1: My department
applies policies,
processes, and
procedures in an
equitable way.
3.70% 12.35% 58.02% 16.05% 9.88%
5.2: My
peers/colleagues
seek ways to improve
equity in their work.
3.70% 17.28% 49.38% 11.11% 18.52%
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5.3: My
supervisor/leadership
seek ways to improve
equity in their work.
2.47% 11.11% 55.56% 23.46% 7.41%
5.4: The City Council
seeks ways to
improve equity in the
work of the City.
3.70% 9.88% 59.26% 16.05% 11.11%
5.5: I see clear
examples of my
colleagues working to
improve equity.
2.47% 19.75% 45.68% 14.81% 17.28%
5.6: I see clear
examples of my
supervisor/leadership
working to improve
equity.
2.50% 11.25% 57.50% 18.75% 10.0%
5.7: I expect my
peers/colleagues to
actfvely work towards
equity.
2.53% 10.13% 50.63% 31.65% 5.06%
5.8: I expect my
supervisor/leadership
to actfvely work
towards equity.
3.75% 8.75% 46.25% 38.75% 2.50%
5.9: I expect the City
Council to actfvely
work towards equity.
3.85% 7.69% 47.44% 39.74% 1.28%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Departmental and City processes, procedures, and policies maintain that status-quo, which
create challenges for non-aftfuent community members to obtain or access resources and
services.
• City leadership, especially the City Council, verbally support DEI work, but there is a lack of
accountability measures and need for improved communicatfon of expectatfons.
• Top-down approach to decision making creates inequitfes and negatfve impact to employees not
in leadership roles and doesn’t allow opportunity for input.
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• Consensus across the City is that DEI is considered as a choice, electfve, or optfon instead of
being an inextricably fundamental, serious, and crucial component of all City work.
Section 6: Observations of Inequities in the Workplace
While not always easy to do, it is important to understand where employees see and experience
inequitfes across the workplace. In this sectfon, respondents were asked questfons about this as well as
whether employees disrupt those inequitable behaviors when they are present.
Results & Key Findings
Respondents’ results were well divided between agreeing and disagreeing for many of the prompts in
this sectfon. Although 33% of respondents indicated they disagreed with seeing inequitfes in their
department, roughly 31% agreed that they do see inequitfes in their department. Similarly, close to 30%
disagreed to seeing inequitfes in workplace policies while 30% also agreed to seeing inequitfes. At a
more personal level, with a 10% difference, roughly half of respondents indicated witnessing,
experience, or hearing biased behaviors or actfons while the other half have not. Respondents did
indicate when biased behaviors or actfons occur that colleagues confront it more than their supervisors
or leadership.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
6.1: I see workplace
inequitfes in my
team.
23.46% 40.74% 20.99% 6.17% 8.64%
6.2: I see workplace
inequitfes in my
department.
19.75% 33.33% 30.86% 8.64% 7.41%
6.3: I see workplace
inequitfes in the City
of Golden Valley.
12.35% 18.52% 35.80% 23.46% 9.88%
6.4: I see workplace
inequitfes in the City
of Golden Valley’s
workplace policies.
12.35% 29.63% 30.86% 9.88% 17.28%
6.5: I have witnessed,
experienced, or
heard
biased/inequitable
behaviors and actfons
in the workplace
13.58% 27.16% 35.80% 16.05% 7.41%
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regarding age, race,
religion, gender,
sexuality, disability,
veteran status,
marital/familial
status, and natfonal
origin.
6.6: I see
peers/colleagues
confrontfng behaviors
and actfons that
create an inequitable
workplace.
7.41% 24.69% 48.15% 3.70% 16.05%
6.7: I see my
supervisor/leadership
confrontfng behaviors
and actfons that
create in inequitable
workplace.
10.0% 31.25% 38.75% 5.00% 15.00%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Although departments and employees are working towards disruptfng harmful and oppressive
behaviors/actfons, there are visible and apparent daily instances across the workplace.
• There are common occurrences of offensive behaviors, actfons, and conversatfons related to age,
disability/ability, and gender with unawareness of the harm being done.
• Same group of people, whether departmentally or city-wide, confront behaviors and actfons,
which has had a reversal effect of creatfng a more equitable and inclusive workplace.
• Incongruence between what is the stated culture and how employee policies related to equity
are put into practfce.
Section 7: Observations of Inequities with Community Partners
Community is critfcal to how the City functfons, operates, and provides services, which means it is
understand how employees perceive equity relatfonships with community. In this sectfon, respondents
answered questfons about equity and inequitfes in the City’s partnerships with community.
Results & Key Findings
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20
According to respondents, many employees do not know whether there are inequitfes in the practfces,
policies, or partnerships with external partners. These results may indicate that if inequitfes are
occurring, staff are not directly involved in those interactfons. Respondents also strongly indicated that
they don’t know if inequitfes are present in how the City relates with communitfes. This could signify a
variety of things with one being that staff and their respectfve departments may not be directly
addressing or engaging communitfes, whether geographical, cultural, or the like, when they are
implementfng projects or initfatfves.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
7.1: I see inequitfes in
how Golden Valley
relates to its external
partners.
11.39% 25.32% 16.46% 5.06% 41.77%
7.2: I see inequitfes in
how Golden Valley
relates to
communitfes.
12.66% 27.85% 24.05% 5.06% 30.38%
7.3: I see inequitfes in
Golden Valley’s
policies and
processes related to
external partners and
communitfes.
12.50% 26.25% 15.00% 10.0% 36.25%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• The City does not invest in building relatfonship with communitfes most impacted by inequitfes
or those facing current and historical disparitfes.
• Departments need to hold contractors, partners, and external collaborators to standards
regarding equity and then enforce them.
• There is lack of critfcally analyzing the current network of relatfonship building, contracts, and
investment, which creates an external image of only working with the same, well-developed
organizatfons.
Section 8: Equity Skills and Knowledge Building
Respondents were asked in this sectfon to reflect on their own skillset and whether they feel equipped
to discuss equitfes and inequitfes, have the ability to address inequitfes in the immediate, and can seek
out educatfonal resources. Although it is important to build specific skills related to DEI, the prompts
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were purposely written with a broad context to give the respondents the opportunity to take a more
expansive look at themselves as well as their knowledge and approaches.
Results & Key Findings
In general, partfcipants indicated that skillsets and knowledge regarding diversity, equity, and inclusion
are sound, especially as it relates to feeling equipped to discuss and recognize equitfes/inequitfes.
Knowledge of who to connect with regarding questfons or concerns about equity was high with roughly
58% agreeing and 26% strongly agreeing. Even with such a high percentage of agreeing with most, if not
all of the prompts, it stfll is significant to note that close to 20% of partfcipants don’t agree with either
feeling equipped to discuss equity/inequity, having support to address inequitfes, and being able to
artfculate the City’s commitment to equity and inclusion.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T KNOW
8.1: I feel equipped
to discuss
equity/inequity.
2.47% 17.28% 62.96% 9.88% 7.41%
8.2: I believe I can
recognize inequitfes.
0% 2.47% 74.07% 17.28% 6.17%
8.3: I have the skills
to address inequitfes
when I see them.
6.25% 12.50% 62.50% 7.50% 11.25%
8.4: I know who to
contact for equity
questfons and
concerns.
3.70% 8.64% 58.02% 25.93% 3.70%
8.5: I have the
support I need to
address inequitfes
when I see them.
7.41% 18.52% 51.85% 13.58% 8.64%
8.6: I have taken the
tfme to educate
myself about the
experiences of those
we serve.
1.23% 12.35% 59.26% 19.75% 7.41%
8.7: I feel equipped
to incorporate a
variety of cultural
1.23% 16.05% 53.09% 22.22% 7.41%
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perspectfves and
lived experiences
when I’m doing my
job.
8.8: I can artfculate
Golden Valley’s
commitment to
equity and inclusion
to others.
8.64% 20.99% 54.32% 9.88% 6.17%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Strong drive and want from employees to gain tools, resources, and skills to work through
situatfons involving inequity.
• Desire for employee training and development to incorporate examples of inequitfes that are
relatfve and reflectfve of the work, the department, and more.
• Concern about not feeling equipped and how to contfnually incorporate cultural humility and
responsiveness into day-to-day work.
• Worry that previous employee DEI trainings have created a polarizing employee culture.
• When trainings have occurred, there has been dismissal of additfonal marginalized identftfes and
experiences.
Section 9: Workplace Belonging and Equitable Workplace
With any DEI efforts, identfty and lived experience are interconnected, almost inextricably. This is just as
true and even vital to examine when taking a look at how employees are feeling welcomed and treated,
employee sense of belonging, and employee’s comfortability to self-advocate. Through its prompts, this
sectfon aims to get a grasp on this as well as see how employees are also exhibitfng welcomeness,
belonging, and intercultural humility with one another.
Results & Key Findings
Overall and across some of our major/most prominent identftfes in the workplace, there is agreement in
feeling included and respected in the workplace. In additfon to feeling included and respected, there is
also agreement in being treated equitably inclusive of a variety of identfty and lived experiences.
Although there is agreement of partfcipants indicatfng that they one can bring their whole, authentfc self
to work without repercussion, BIPOC partfcipants and LGBTQIA+ partfcipants disagree with roughly 43%
and 44% respectfvely. This disagreement is also present in prompt 9.4, where 29% of BIPOC and 44%
LGBTQIA+ partfcipants feel that they need to conceal or alter important parts of themselves to fit in at
work. As the prompts turn toward self-advocatfng and using established processes to do so, the
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responses provided were more mixed with higher percentages showing up disagreeing and not knowing,
across the most prominent identftfes, of the formal process for engaging with biased and/or inequitable
behavior.
STRONGLY
DISAGREE
DISAGREE AGREE STRONGLY
AGREE
I DON'T
KNOW
9.1: I feel included
and respected in the
workplace.
All 8.75% 18.75% 50.0% 20.0% 2.50%
White 6.45%
19.35%
50.0%
22.58%
1.61%
BIPOC 0%
0%
85.71%
14.29%
0%
LGBTQIA+ 0%
22.22%
66.67%
11.11%
0%
9.2: I can bring my
whole, authentfc self
to work every day
without worrying
about repercussions.
All 8.75% 33.75% 38.75% 17.50% 1.25%
White 8.06%
30.65%
38.71%
20.97%
1.61%
BIPOC 0%
42.86%
57.14%
0%
0%
LGBTQIA+ 0%
44.44%
33.33%
22.22%
0%
9.3: I am treated
respectiully in the
workplace.
All 5.00% 18.75% 52.50% 21.25% 2.50%
White 1.61%
17.74%
53.23%
24.19%
3.23%
BIPOC 0%
14.29%
71.43%
14.29%
0%
LGBTQIA+ 0%
0%
77.78%
22.22%
0%
9.4: I do not need to
conceal or alter
valued parts of my
identfty, style, or
individual
characteristfcs in
order to fit in at work
All 8.75% 23.75% 47.50% 15.00% 5.00%
White 6.45%
19.35%
50.0%
17.74%
6.45%
BIPOC 14.29%
28.57%
57.14%
0%
0%
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LGBTQIA+ 0%
44.44%
44.44%
11.11%
0%
9.5: I am treated
equitably at work
with regards to my
age, race, religion,
gender, sexuality,
disability, veteran
status,
marital/familial
status, and natfonal
origin.
All 6.25% 12.50% 60.0% 18.75% 2.50%
White 6.45%
12.90%
59.68%
19.35%
1.61%
BIPOC 0%
14.29%
85.71%
0%
0%
LGBTQIA+ 0%
22.22%
66.67%
11.11%
0%
9.6: Engagement with
different
perspectfves, fair
access, and a sense
of belonging are
important in my daily
work.
All 2.47% 4.94% 56.79% 33.33% 2.47%
White 3.17%
3.17%
57.14%
33.33%
3.17%
BIPOC 0%
14.29%
57.14%
28.57%
0%
LGBTQIA+ 0%
0%
66.67%
33.33%
0%
9.7: I feel
comfortable sharing
my ideas, opinions,
and perspectfves at
work, even when
they differ from
others.
All 12.50% 27.50% 42.50% 13.75% 3.75%
White 9.68%
29.03%
43.55% 12.90%
4.84%
BIPOC 0%
14.29%
85.71%
0%
0%
LGBTQIA+ 0%
33.33%
44.44%
11.11%
11.11%
9.8: I feel
comfortable and
confident in my
interactfons with
others at work,
especially when my
race or culture differs
from others.
All 6.25% 16.25% 57.50% 17.50% 2.50%
White 6.45%
12.90%
61.29%
17.74%
1.61%
BIPOC 0%
14.29%
85.71%
0%
0%
LGBTQIA+ 0%
33.33%
55.56%
11.11%
0%
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9.9: I have the
informatfon I need to
file a formal report
on
biased/inequitable
behavior or actfons.
All 6.25% 22.50% 50.0% 10.0% 11.25%
White 6.45%
22.58%
50.0%
11.29%
9.68%
BIPOC 0%
14.29%
57.14%
0%
28.57%
LGBTQIA+ 11.11%
33.33%
33.33%
0%
22.22%
9.10: If I chose to file
a formal report on
biased/inequitable
behavior or actfons, I
feel supported.
All 11.25% 17.50% 37.50% 11.25% 22.50%
White 11.29%
17.74%
38.71%
12.90%
19.35%
BIPOC 0%
14.29%
57.14%
0%
28.57%
LGBTQIA+ 11.11%
11.11%
33.33%
0%
44.44%
9.11: I feel
comfortable with
filing a formal report
on
biased/inequitable
behavior or actfons.
All 15.00% 23.75% 36.25% 11.25% 13.75%
White 12.90%
25.81%
37.10%
11.29%
12.90%
BIPOC 14.29%
14.29%
57.14%
0%
14.29%
LGBTQIA+ 11.11%
33.33%
22.22%
0%
33.33%
Open-Fill Question
From analyzing the responses to this questfon, the following themes and trends were present:
• Imbalance of support when issues or concerns arise. Some find support with direct peers and
team but fear retaliatfon from leadership roles such as directors or City leadership while others
feel the opposite.
• Will not use the formal reportfng process because of either fear or previous experience of
retaliatfon, concerns not being taken seriously, and/or the process resulted in favoring the
person or group that did harm.
• Unawareness of the formal reportfng process and what it entails.
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• Indirect judgment, generally through microaggressive phrases or statements, towards someone’s
gender/gender presentatfon, disability, and how they dress, whether for religious purposes or
not.
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Recommendations
Through a thorough review, the Equity and Inclusion Manager synthesized the data and present themes
and trends. From the key findings and trends illustrated within the report, the Equity and Inclusion
division clear recommendatfons for the City Council, leadership, and all employees. These
recommendatfons are a duality of individual and collectfve responsibility of employees and the City. By
doing so, it strengthens the drive to create a more inclusive, equitable workplace and better serve the
community of Golden Valley. Additfonally, these resultfng themes and recommendatfons will be
incorporated in an updated Equity Plan, employee development, and other DEI strategies and initfatfves.
1. Cultfvate a collectfve understanding of diversity, equity, and inclusion (DEI) amongst all
employees by:
A. Developing shared language regarding DEI; and
B. Establishing a distfnct method of how to apply terminology, concepts, and techniques to
all City work.
2. Adapt DEI learning and development approaches in the following ways:
A. Provide clear and direct examples and concepts, which are reflectfve of departmental
work; and
B. Be intersectfonal in development and implementatfon to each audience while
maintaining a central core of racial justfce and equity-mindedness.
3. Embolden and sustain the current efforts to foster an equitable and inclusive organizatfonal
culture that recognizes, values, and celebrates diversity, while proceeding with implementfng
avenues of nuanced impact and actfon to increase sense of belonging.
4. Further imbed equity in policies, practfces, procedures, strategies, and decision making at all
levels of the City by using clearer, unambiguous tools and resources that center intersectfonal
and liberatory practfces.
5. Contfnue to expand internal communicatfon and engagement efforts that are contfnuous,
consistent, and clear where all employees, inclusive of part-tfme and variable hour roles, feel
their perspectfve is valued and can fully partfcipate.
6. Develop a common culture and perspectfve across the workplace that efforts, approaches, and
actfons centering equity do not diminish rights or opportunity for others but, instead, creates
more access and opportunity for everyone, especially those who face current and historical
oppression.
7. Allocate financial capital and human capital investment to bolster both City-wide and
departmental DEI specific actfons and strategies, which aim to address identffied disparitfes and
inequitfes that the Golden Valley community faces.
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8. Implement a structure of accountability for strategies, actfons, and plans that better illustrates
the responsibilitfes of City Council and all employees, the intended impact and goals, and how it
addresses specific systemic inequitfes.
9. Build, enact, and communicate clearer pathways to reportfng biased and inequitable treatment
in the workplace while also creatfng and enactfng learning opportunitfes to develop and increase
skills of self-advocacy and advocacy for others.
10. Utflize community engagement tools, resources, and strategies to have direct involvement and
input of community to inform departmental and City-wide decisions and actfons.
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APPENDIX B:
City of Golden Valley Equity Plan Implementation Report
110
City of Golden Valley
2022 Equity Plan Implementation Report
11/8/2023
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2
Contents
Executive Summary ...................................................................................................................................... 3
Equity Plan Implementation Assessment Objectives ................................................................................. 4
Methodology ................................................................................................................................................ 5
City of Golden Valley 2022 Equity Plan Overview ....................................................................................... 6
Key Pillar 1: Economic Prosperity for All ................................................................................................. 6
Key Pillar 2: Inclusive Community Engagement ...................................................................................... 6
Key Pillar 3: Unbiased Services ................................................................................................................ 7
Key Pillar 4: Advancement of Diversity, Equity, and Inclusion ............................................................... 7
City of Golden Valley 2022 Equity Plan Assessment Findings and Results ................................................ 9
Section 1: Equity Plan and Pillars Overview ............................................................................................ 9
Section 2: Equity Tool ............................................................................................................................... 9
Section 3: Status Review ........................................................................................................................ 10
Key Pillar 1 Objectives Results ........................................................................................................... 10
Key Pillar 2 Objective Results ............................................................................................................. 14
Key Pillar 3 Objectives Results ........................................................................................................... 15
Key Pillar 4 Objectives Results ........................................................................................................... 16
Section 4: Reflection on Plan Implementation ...................................................................................... 17
Section 5: Preparing for Long-Term Success ......................................................................................... 18
City of Golden Valley 2022 Equity Plan Assessment Conclusions and Recommendations ..................... 19
Conclusions ............................................................................................................................................. 19
Recommendations ................................................................................................................................. 20
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3
Executive Summary
Equity plans have become common place in city government, especially throughout the metro area of
the Twin Cities. These plans establish a structure and framework to guide a city through taking actions
that focus on efforts to increase equity. Equity plans serve as an accountability tool for appointed and
elected officials to establish new processes, practices, and policies that aim to eliminate inequities or
disparities within the community it serves. To achieve the greatest impact both internally and
externally, equity plans should dually span broadly across the city’s work and be imbedded within each
department1.
With this in mind and its intentions to recognize and directly engage at historical and present disparities
perpetuated by its structures, policies, and procedures, the City of Golden Valley’s Council put forth a
directive to establish and implement an Equity Plan for the City. The overarching goals of this plan are:
(a) Imbed practices and strategies of diversity, equity, inclusion, and racial justice into the work of the
City; (b) Dismantle barriers; (c) Provide resources; and (d) Enhance opportunities for all of its residents
and visitors. Considering the goals and the intention behind it, the Equity Plan is a living and responsive
document, which means that it has included different approaches and methods since its initial creation.
Similar to many other plans across the City, the Equity Plan has community impact. What makes plans
like this one unique is that they directly challenge norms and ways of operating that perpetuate social
inequities and trauma, provide approaches that center the needs of those most marginalized, and, more
so, their explicit human impact. To truly understand the impact of the GV Equity Plan, it is vital to
regularly assess it. This report serves as an evaluation of the plan holistically and departmentally,
including observations, conclusions, and recommendations for City leadership for future work and
equity plans.
1 Government Alliance on Race and Equity
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4
Equity Plan Implementation Assessment Objectives
For the first time, a formal assessment was created and conducted to not only be accountable to the
directive from the City Council, but also to the community of Golden Valley. The report of the plan and
its assessment aims to provide the following:
• Context to the plan itself.
• Additional insight and perspective of the various equity actions.
• Show the progress and impact of the identified objectives.
Moreover, the information and insight gathered from this assessment will be used to inform the next
iteration of the City of Golden Valley Equity Plan. This assessment and the report are one of many
resources being built into a future equity plan and will play a significant role in an updated structure and
framework.
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5
Methodology
To evaluate the City of Golden Valley 2022 Equity Plan, each department was asked to complete an
assessment in the form of a data and information request. The assessment was drafted by the Equity
and Inclusion (E&I) Manager. With support of the HR Department as well as the City Systems
Subcommittee of the City’s Diversity, Equity, and Inclusion (DEI) Commission, these questions were
edited and adjusted to appropriately reflect needed information to be properly assess the goals and
objectives of the plan.
The assessment was initially presented to the City’s Management Team to inform them about the
assessment and instruct them on how to complete it. Each departmental director was sent the
assessment to complete with their respective departmental leadership and sent back to the E&I
Manager. Another option for departmental leadership was to have the E&I Manager assist in the
completion of the assessment at a departmental leadership meeting. The assessment was broken into
five sections.
Section one and section two used a Likert scale with the following options: strongly disagree, disagree,
agree, and strongly agree. Each Likert scale question also allowed for an “I Don’t Know” selection.
Section one asked prompts related to the Equity Plan and its pillars while section two asked prompts
regarding the Equity Tool. Section three was a status review for each department’s objectives within a
respective pillar of the plan. In this section, each department was instructed to fill-in the coordinating
status within the “Status Review” column and complete questions explaining their status selection.
Section four of the assessment posed two questions on the implementation of the plan. Similarly,
section five posed two questions but, instead, focused on the long-term success of the action taken
when enacting the plan.
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City of Golden Valley 2022 Equity Plan Overview
The City of Golden Valley 2022 Equity Plan is its third iteration of the City’s Equity Plan that has been
adopted for implementation. This plan is comprised of the work conducted through the collaborative
efforts of the City’s Equity Leadership Team, Equity Advancement Team, DEI Commission, E&I Manager,
and additional staff across the City.
The Equity Plan is a guiding document for the City to implement a variety of DEI actions, goals, and
strategies. The plan is also comprised of the Equity Tool and equity approaches that help to inform the
identified objectives. At the center of this plan are the four key pillars: (1) Economic Prosperity for All;
(2) Inclusive Community Engagement; (3) Unbiased Services; and (4) Advancement of Diversity, Equity,
and Inclusion. Within each pillar, the various City departments put forth specific objectives to
accomplish.
Key Pillar 1: Economic Prosperity for All
The City of Golden Valley defines economic prosperity for all as the intentional provision of economic
opportunities and resources for all communities by finding solutions to support economic growth and
inclusion of historically marginalized communities and those facing economic hardship. As an employer
and municipality, the City of Golden Valley is determined to identify and disrupt barriers to economic
inclusion. Below are the outlined objectives with corresponding department:
Objective Department(s)
Create and implement pay parity policy Human Resources
Create a more intentional opportunities for
vendors through updated procurement process
Legal
Human Resources
Community Development
Public Works
Develop recruitment tools and relationships to
increase applications and find talent
Human Resources
Fire
Police
Public Works
Participate in at least one of Hennepin County’s
DBE procurement networking events for small
and emerging businesses
Community Development
Key Pillar 2: Inclusive Community Engagement
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The unique geographic and economic situation of Golden Valley requires the City to use an expanded
definition of community. Beyond residents and business owners, the City is accountable to all people
that come to the City to work, play, worship and commute. This definition of community begs the City of
Golden Valley to develop relationships across municipal boundaries to develop inclusive solution making
processes for all stakeholders. Below are the outlined objectives with corresponding department:
Objective Department(s)
Partner with additional organizations and schools
to educate about public works careers
Public Works
Key Pillar 3: Unbiased Services
The City of Golden Valley seeks to provide intentional access regardless of social identity to all of its
programs and services. Below are the outlined objectives with corresponding department:
Objective Department(s)
Train 100% direct service providers on language
conversion software
Administrative Services
Develop strategies to build relationships with
low-income, linguistically, and culturally diverse
populations
Communications
Develop and implement strategies for
implementing culturally relevant programming
for youth
Parks and Recreation
Implement “Share First” approach through a
public data system
Legal
Develop a Golden Valley Police Department
interactive database
Police
Key Pillar 4: Advancement of Diversity, Equity, and Inclusion
The City of Golden Valley continuously analyzes processes, policies, procedures, and systems for
disparate outcomes and actively seeks opportunities to develop new tools to support sustainable
methods to reduce disparities and increase access. Below are the outlined objectives with
corresponding department:
Objective Department(s)
Assess and revise paid on-call firefighter
recruitment and hiring process to increase event
attendance and applications by 10 percent
Fire
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Complete organizational equity assessment for at
least two departments
Human Resources
Create regular, low-stakes opportunities for staff
to learn and discuss a variety of topics relating to
different social identities
Human Resources
Create two training sessions on equity in land
use/zoning for Planning Commission and City
Council
Legal
Complete and implement organizational equity
assessment
Community Development
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City of Golden Valley 2022 Equity Plan Assessment Findings and Results
Section 1: Equity Plan and Pillars Overview
This section asked departments to gauge their overall familiarity with the Equity Plan and the main
structure of it via the use of key pillars. The two prompts of this sections are the following:
1. My department is familiar with the pillars of the Equity Plan.
2. My department is familiar with their role in implementing various strategies and objectives of
the Equity Plan.
Equity Plan and Pillars Overview Findings and Results:
According to the results, 67% of departments across the City do agree that they are familiar with the
pillars of the Equity Plan. Roughly 22% of departments strongly agree with the familiarity of their role in
implementing the strategies and objectives present in the plan. While there is a sense of agreement
related to the plan itself and the structure of it, some departments disagree and indicated that they
don’t have great familiarity. Although the plan is interwoven into each department and the expectation
was for leadership in those departments to be aware, which should have resulted in full agreement but
didn’t. The lack of full agreement creates concern that the plan and all that is comprised of it was not
communicated consistently and well enough throughout its implementation as well as if a common
point of information like a dashboard could have been beneficial.
My department is familiar with the pillars of the Equity Plan.
Strongly Disagree Disagree Agree Strongly Agree Don’t Know
11% 22% 67% 0% 0%
My department is familiar with their role in implementing various strategies and objectives of the
Equity Plan.
Strongly Disagree Disagree Agree Strongly Agree Don’t Know
0% 11% 67% 22% 05
Section 2: Equity Tool
This section posed three prompts for departments to measure their familiarity, overall usage, and
assurance of usage with the main resource of the plan, the Equity Tool. The three prompts of this
sections are the following:
1. My department is familiar with the Equity Tool.
2. All contracts and procurement in my department use the Equity Tool.
3. Staff in my department ensure the Equity Tool is used and equity impact is considered in
departmental contracts, procurement, and processes.
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Equity Tool Findings and Results:
Even though more departments may agree of actually using the Equity Tool, there is still some
disagreement with the familiarity of it. This disconnect between familiarity and actual usage creates
concern that while the usage of it may be high that the unfamiliarity could create unintentional misuse
and the tool itself may create more confusion than help.
My department is familiar with the Equity Tool.
Strongly Disagree Disagree Agree Strongly Agree Don’t Know
5.5% 22% 56% 5.5% 0%
All contracts and procurement in my department use the Equity Tool.
Strongly Disagree Disagree Agree Strongly Agree Don’t Know
0% 11% 78% 11% 0%
Staff in my department ensure the Equity Tool is used and equity impact is considered in
departmental contracts, procurement, and processes.
Strongly Disagree Disagree Agree Strongly Agree Don’t Know
0% 11% 78% 11% 0%
Section 3: Status Review
This section asked for the analyzation of the current status for each department’s objectives within each
key pillar. In this analyzation, it was required for the status review column to be filled in with the
respective text fill-in. Additionally, departments were asked to provide further context regarding its
indicated status in the status review explanation column.
The following are the text fill-in indicators:
• Fully Implemented = each respective department has taken meaningful steps to implement this
objective and has measured the outcomes
• Mostly Implemented = on track for completion
• Minimally Implemented = delayed or encountering challenges with implementation
• Not Implemented = stuck, requires additional support or resolution to get back on track
Key Pillar 1 Objectives Results
Objective Department(s) Status Review Status Review Explanation
Create and implement
pay parity policy.
Human Resources Minimally
Implemented
Begun work at looking on
how to bring in lived
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experience into pay in
addition to using
established practices of
considering educational
and professional
experience. Encountered
both state and federal legal
barriers with additional
approaches to stated
objective, which required a
pause.
Create a more
intentional opportunities
for vendors through
updated procurement
process.
Legal Minimally
Implemented
All contracts that have
come from the legal
department have gone
through updated processes
that included revising
language in request for
proposals (RFP) to ask
about equity impact, share
out contracts to
disadvantaged business
enterprise lists, and using
data that is available.
Established and further
streamlined the Legal and
Equity Review process for
procurement documents
and RFPs. Additionally,
added an Equity
Consideration to Council
Executive Summaries to
further illustrate the impact
to community with
implemented contracts,
procurement processes,
and RFPs.
Human Resources Minimally
Implemented
When request for proposals
RFP) or contracts are
needed, they are submitted
through the Legal and
Equity Review. Data is also
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12
tracked on which methods
of communication
regarding departmental
contracts and RFPs have
been used and how many
applicants have come from
those methods.
Community
Development
Minimally
Implemented
Updated request for
proposals (RFP) and request
for quotes (RFQ) now
include language that
explicitly asks questions
related to equity whether
that is the applicant
providing their company’s
or businesses’ equity plans,
their process for
subcontracting to
disadvantaged business
enterprise, or providing
examples of how they have
taken steps to creating
equitable impact in their
respective work.
Utilized the process of the
internal Legal & Equity
Review for most contracts,
RFPs, and RFQs.
Public Works Mostly
Implemented
Used the state’s
disadvantaged business
enterprise (DBE) list in the
procurement process to
engage with more
organizations that are
minority owned and
operated. Although this
became part of the process,
the businesses and
organizations that do the
specific work needed are
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not always minority owned
or operated.
Request for proposals were
also redeveloped to ask
contractors to provide their
organization’s or
businesses’ equity plan and
placed importance on
subcontracting with DBEs.
Develop recruitment
tools and relationships to
increase applications and
find talent.
Human Resources Minimally
Implemented
Analyzed pre-employment
screening criteria for bias
and adverse impacts, which
resulted in a change of
vendor. Partnered with
BrookLynk for some
departments and other
internship programs to
create pathways of youth
employment and
experience in public
government work.
Fire Mostly
Implemented
Assessed the 2020/2021
hiring process and
determined specific needs
related to changing testing,
background investigation,
and interview questions.
These changes were
needed as they presented
barriers to specific
populations whether that
was with initially applying
or advancing through the
application process.
Police Mostly
Implemented
Partnered with the National
Latino Peace Officers
Association, Minnesota
Asian Police Officers
Association, National Black
Police Association, and
Somali American Police
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14
Association to develop
approaches to recruiting
and diversifying police
employment.
Public Works Fully
Implemented
Worked with different
external organizations and
entities such as high
schools, Summit Academy,
and workforce education
training (WET) programs to
recruit, build relationships,
and increase the awareness
of public works as a career
field.
Established an internal
departmental culture that
recruitment is a priority of
everyone, which helped to
shift perspective overall
and bring in new applicants.
Participate in at least one
of Hennepin County’s
DBE procurement
networking events for
small and emerging
businesses.
Community
Development
Minimally
Implemented
Have been aware of events
that occur but have not
connected fully so as to be
invited to participate.
Key Pillar 2 Objective Results
Objective Department(s) Status Review Status Review Explanation
Partner with additional
organizations and
schools to educate about
public works careers.
Public Works Mostly
Implemented
Built and fostered direct
contacts with schools in
Golden Valley and
neighboring cities, which
has brough in an increase in
applications for seasonal
positions but not full-time
roles. These contacts have
also helped to increase
applications from
candidates of color and
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additional marginalized
identities.
Key Pillar 3 Objectives Results
Objective Department(s) Status Review Status Review Explanation
Train 100% direct service
providers on language
conversion software.
Administrative
Services
Fully
Implemented
All direct service staff have
been trained in how to use
Propio Language Services
with communication
provided to all City
employees of how to access
these services when
needed. The services
provide direct translation
and interpreters for over
300 languages.
Develop strategies to
build relationships with
low-income,
linguistically, and
culturally diverse
populations.
Communications Minimally
Implemented
Worked successfully with
Parks and Recreation to
promote the community
garden plots for lower-
income residents and all
plots were reserved. Still
need to develop and use
metrics to gauge what
strategies would be
appropriate for each
department and a
dedicated budget for
services such as translation
of communication
materials.
Develop and implement
strategies for
implementing culturally
relevant programming
for youth.
Parks and Recreation Fully
Implemented
Expanded mobile
programming to reach
underserved
neighborhoods, partners
with northwest suburbs to
expand adaptive
programming for youth and
adults, and explored and
implemented culturally
specific events.
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Implement “Share First”
approach through a
public data system.
Legal Mostly
Implemented
Developed materials and
curriculum to engage
departments about how
systemic racism can be built
into public data systems.
Identified current practices
and polices that uphold
systems of exclusion,
specifically related to
housing and property
deeds.
Develop a Golden Valley
Police Department
interactive database.
Police Not Implemented Looking into several
interactive data dashboards
that can provide
community with crime data
and statistics but have not
yet built or implemented
them.
Key Pillar 4 Objectives Results
Objective Department(s) Status Review Status Review Explanation
Assess and revise paid
on-call firefighter
recruitment and hiring
process to increase
event attendance and
applications by 10
percent.
Fire Mostly
Implemented
Assessed current model of
on-call and made changes
to a duty crew model. This
change and the marketing
of this change has steadily
increased the applications
but not exactly by 10
percent. Additionally, a
change in radius
requirements to 12 minutes
has expanded the pool of
candidates.
Complete organizational
equity assessment for at
least two departments.
Human Resources Not Implemented Assessment and alignment
plans were created in 2022
with a plan to complete
them with City
Management and
Community Development,
but were never finished.
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Create regular, low-
stakes opportunities for
staff to learn and discuss
a variety of topics
relating to different
social identities.
Human Resources Mostly
Implemented
Topical training and
employee engagement
opportunities were done
through the internal Equity
Advancement Team.
Assessments to gauge
audience engagement or
comprehension need to be
developed.
Create two training
sessions on equity in
land use/zoning for
Planning Commission
and City Council.
Legal Minimally
Implemented
Partnered with American
Planning Association and
Just Deeds to develop the
overall training program.
Hired an outside consultant
to lead the curriculum
development of the
training.
Established future plans of
piloting the training in Twin
Cities metro cities before
expanding to other cities.
Complete and
implement
organizational equity
assessment.
Community
Development
Not Implemented Unaware of this specific
objective and no
assessment tool was
indicated, provided, or
assigned to this objective.
Section 4: Reflection on Plan Implementation
In the fourth section, departmental leadership were asked to answer questions related to the Equity
Plan implementation. This section posed the following two questions to be answered as it pertains to
their respective department:
• Question 1: Describe a time when you felt the implementation of these objectives went well.
What made it possible?
• Question 2: Beyond funding, staff and time, name 1-2 tools, resources, or working behaviors
that would have been helpful when implementing these objectives.
Below are identified themes and trends for each question:
• Questions 1:
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18
o A shift in thinking, perspective, and culture about the benefits and advantages of
focusing on the needs of specific communities.
o Recognition and then active removal of barriers at play, especially as it relates to
recruitment of employees.
• Questions 2:
o Having clear and specific measurable objectives that could be then measured.
o Better cross-departmental collaboration, connection, and communication.
o Ease of access to data and processes in place to collect data that can be easily
disaggregated.
Section 5: Preparing for Long-Term Success
In the last section, departmental leadership were asked to answer questions related to the long-term
success of actions taken during the implementation of the Equity Plan. This section posed the following
two questions to be answered as it pertains to their respective department:
• Question 1: Think about who benefited from your department’s equity actions to date, and why.
What is different for people, and how can we build on that momentum in the next action plan?
• Question 2: Think about the next 2 years as your department identifies and implements further
equity actions. Name 1-2 challenges that may affect the implementation as well as how this
might have unintended consequences internally with employees and externally with community
members.
Below are identified themes and trends for each question:
• Question 1:
o Youth benefited when programs and engagement were centered on specific needs of
transportation, location, and cost.
o Departments and, in turn, staff benefited when initiatives and action were primarily
focused on efforts of recruitment.
o Some departments were unable to evaluate the impact to people or community
because no identified method was established at the creation of the equity action.
• Question 2:
o Not having proper tools and resources to implement actions, incorporate equity
perspectives, and gather and assess data.
o Accessing community and community input in an empowering and collaborative
manner.
o Change in staffing and knowledge retention, especially with general turnover and an
increase in retirement.
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19
City of Golden Valley 2022 Equity Plan Assessment Conclusions and
Recommendations
Conclusions
The Diversity, Equity, and Inclusion Commission (DEIC) and the Equity and Inclusion (E&I) Manager
collaboratively reviewed the assessment results. From the conducted review, the following areas of
success and opportunity for growth were identified:
• Areas of Success
o Establishing and fostering partnerships or relationships with external partners,
especially as it relates to recruitment, has shown to increase interest and applications.
o Adjusting requirements and providing opportunities so as to remove named and
identified barriers has increased participation and engagement as well as shifted
perception of that field of work in a positive manner.
o Identifying needs at the beginning and then building and/or adjusting resources,
services, and opportunity to directly aim at that need.
o When executed, collaboration across departments allowed for named outcomes,
actions, and results to be more dynamic and culturally responsive.
• Areas of Opportunity for Growth
o Providing stronger, more structured community engagement efforts that aim to move
community into decision making roles, whether City-wide or departmentally.
o Having intentional time, focus, and money dedicated to DEI efforts and actions that are
relevant and reflective of that department’s work and responsibilities.
o Use and implement assessment and evaluative tools, data and databases, and project
management to make informed and equity-focused decisions.
o Building in methods that directly assess and address who and how they are impacted by
the identified equity action.
While the GV Equity Plan itself does provide some guidance and grounding, it falls short in various ways
and in its overall implementation including the execution of each departmental objective. Although
department staff had a strong familiarity with the plan’s structure, many did not fully implement their
respective objectives. In the creation of the departmental objectives, staff either included vague
measurable outcomes or none at all, which created restrictions in accurately assessing their specific
work. As a result, it has led to ambiguous paths of accountability as well as required an alternative and
less effect manner of evaluating the success of the plan. Altogether, this illustrates a disconnect that
could come from shortcomings in communication of the plan, financial underinvestment for each
objective, deficiencies in cross-departmental collaboration and communication, and lack of command of
the responsibilities to implement each action.
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20
Recommendations
Future equity plans must be taken seriously and seen as an essential way of operating a city. Whether it
is from City Council or each department, to not view and implement a plan with both resolve and
resoluteness can have negative human consequences, further the mistrust of government, and create
clear disconnect from stated City values. Additionally, forthcoming equity plans and objectives must be
clear about their baseline of measurement and what inequities are addressed such as racial equity,
gender equity, health equity, and the like. With structure, accountability, cocreation, and clarity of
purpose and responsibility, plans such as these can become beacons of change, provide and create long
lasting impact, and move away from norms that are dangerous and harmful to norms that center
compassion, empathy, and liberation.
Taking this into consideration, the DEIC and E&I Manager jointly crafted the following
recommendations:
Overarching Equity Plan Recommendations:
1. Identify stakeholders with the work of the City and have pathways of involvement for
collaboration, decision making, and implementation.
2. Collaborate with City commissions and community members as well as use tools such as the
Inclusive Holiday and Cultural Calendar and International Association for Public Participation’s
(IAP2) Spectrum of Public Participation2 to have a holistic approach to developing and
implementing equity actions.
3. Create attainable measurable outcomes for each department’s established equity action with
built-in baselines of measurement and manners of evaluation for stated outcomes.
4. Establish explicit and defined financial investment both departmentally and City-wide to
implement equity actions and initiatives.
5. Determine specific roles or leaders, internally and externally, for each equity action and its
objectives with designated responsibilities to have more structured accountability,
collaboration, and completion.
Department Specific Recommendations:
1. Provide consistent, continuous, and clear communication about the Equity Plan to City
employees and community using various communication tools such as the newsletter and
accessible dashboards from the Equity Team.
2 International Association for Public Participation: Quality Assurance Standard for Community and Stakeholder
Engagement
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21
2. Have communication, whether internal or external, be an integral and inseparable component
of equity actions and initiatives to communicate challenges, successes, and results to both
employees and community via established communication channels.
3. Make established equity actions and initiatives be appropriately reflective of departmental
responsibilities and use a departmentally reflective equity lens to establish stated actions.
4. Reframe and continue training related to applying and using the Equity Tool and institute
measures of accountability tied to this tool.
5. Create a procurement process that is well structured to incorporate and involve Disadvantaged,
Minority, Women, Emerging, and Small Businesses (DMWESB) as well as bolstered through an
updated maintained city vendor system.
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APPENDIX C:
CEI City of Golden Valley Racial Equity Dividends Index Report
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City of Golden Valley
2023 OVERALL SCORE: 25.8 out of 100 points
2023 PERCENTILE (ALL ORGANIZATIONS): 45%
2023 PERCENTILE (PEER ORGANIZATIONS): 58%
Introduction
By completing the 2023 Racial Equity Dividends Index for the Public Sector survey, you and your
organization have taken an important step to assess your progress toward building and benefitting
from the dividends of racially equitable workplaces and communities.
The Center for Economic Inclusion developed the Racial Equity Dividends Index for the Public Sector
for city, county, and other local governments. The score report includes your organization’s full set of
answers accompanied by quantitative scoring and peer comparison with other participating
organizations to give leaders in government a clear sense of current progress and future opportunities
for inclusive, antiracist action, leveraging local governments’ power as employers, service providers,
and policymakers.
Thank you for being a partner in the goal of building racially equitable and inclusive workplaces in
Minnesota.
Scoring
All 67 multiple-choice questions about racial equity standards in the survey are weighted equally and
scored out of 100 possible points. Organizations score full points for each “Yes” answer given,
indicating the presence of a racial equity standard, and zero points for other answers. Questions with
answers of “not applicable” are excluded from scoring. Racial equity outcomes data related to
workforce demographics and procurement spending are included for comparison purposes and do not
affect an organization’s score.
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Table of Contents
Peer Comparison ............................................................................................................................... 3
City of Golden Valley Score Overview .............................................................................................. 3
Dimensions of the Racial Equity Dividends Index ........................................................................... 4
Leadership ............................................................................................................................... 4
Hiring ....................................................................................................................................... 6
Culture, Retention, & Advancement ......................................................................................... 8
Racial Equity Outcomes Data: Workforce .......................................................................... 10
Procurement .......................................................................................................................... 12
Racial Equity Outcomes Data: Procurement ...................................................................... 14
Budgets & Finance................................................................................................................. 15
Community & Economic Development ................................................................................... 16
Workforce Development ......................................................................................................... 17
Housing, Transportation, & Land Use..................................................................................... 18
Public Safety .......................................................................................................................... 19
Public Policy .......................................................................................................................... 21
Recommendations ........................................................................................................................... 22
Case Study ....................................................................................................................................... 22
About the Index ................................................................................................................................ 23
Next Steps ........................................................................................................................................ 23
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Peer Comparison
This score report benchmarks City of Golden Valley’s scores against other participating Small Cities.
PEER DEMOGRAPHICS Resident
population
Resident racial demographics Full-time
employees
Government
Type
Small Cities 36,493 23.4% Black, Indigenous,
Hispanic, or Asian
191 City
City of Golden Valley 22,247 16.2% Black, Indigenous,
Hispanic, or Asian
130 City
INDEX SCORE COMPARISON
City of Golden Valley Score Overview
17 out of 67 racial equity standards fully in place Yes Somewhat Somewhat less No
Not sure Not applicable
25.8
25.1
29.3
0 10 20 30 40
C ity of Golden Valley
Peer Average:
Small C ities
All Partic ipating Organizat ions
0%
20%
40%
60%
80%
100%
Leaders hip Hiring
Cultur e,
Retention, &
Adva nc ement Proc urement
Budge ts &
Finance
Community &
Econom ic
Development
W or kforce
Dev elopme nt
Housing,
Transporta ti on
& Land Us e Publi c S afety Publi c P ol icy
Share of racial equity standards4 of 7 1 of 63 of 90 of 31 of 41 of 50 of 73 of 12 3 of 10 1 of 4
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Dimensions of the Racial Equity Dividends Index
LEADERSHIP
Your Score: 3 out of 12 (peer average: 2.8) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Does your organization have a Chief Diversity,
Equity, and/or Inclusion Officer, or a full-time
senior-level employee dedicated to advancing
inclusion and racial equity across the
organization?
Does your government participate in cross-
sector partnerships or civic organizations
that have explicit goals to reduce racial
inequities and support racial equity?
Does your organization provide internal teams
working on racial equity with an annual budget
and executive-level sponsors?
Actions your organization currently takes:
We have one or more internal teams working on racial
equity, diversity, and inclusion within our organization 91% of peers took this action
We provide annual budgets for internal teams working on
racial equity, diversity, and inclusion 64% of peers took this action
We have identified at least one executive sponsor for internal
teams working on racial equity, diversity, and inclusion 64% of peers took this action
Does your organization collect data and take
action to ensure that appointed board and
commission members are representative of
the racial demographics of the community
the board is intended to serve?
58%33%8%
42%42%8%8%
36%55%9%
33%42%25%
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Does your organization regularly publish data
on the demographics of your workforce
disaggregated by race and ethnicity?
Does your organization currently have an
organization-wide racial equity strategy?
Does your organization follow a regular
process at the onset of major projects and
initiatives to determine how to engage
residents, particularly among Black, Indigenous,
Hispanic/Latine, and Asian communities, in order
to incorporate their perspectives throughout?
Does your organization regularly publish
population-level data on resident
demographics, economic outcomes, and
quality of life, disaggregated by race/ethnicity,
on your organization’s website?
Does your organization follow a consistent
process to measure community satisfaction
with services, disaggregating resident
perspectives by race, and take action to improve
services?
Has your organization conducted a racial
equity assessment within the past 3 years?
Does your organization actively maintain an
Open Data Portal that publishes datasets that
disaggregate data by race or otherwise relate to
racial equity across your organization?
33%33%33%
25%33%42%
25%8%58%8%
8%50%8%33%
8%33%42%17%
8%17%75%
42%50%8%
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Does your organization's senior leadership
reflect the current racial demographic of your
region?
Leadership demographics match or exceed regional demographics
for:
Black 0% of peers answered yes
Indigenous 0% of peers answered yes
Hispanic 8% of peers answered yes
Asian 17% of peers answered yes
White 100% of peers answered yes
HIRING
Your Score: 4 out of 7 (peer average: 2.9) Yes Somewhat No Not sure
Question Your
Answer Peer Answers
Does your organization publish salary
information for job postings?
Has your organization eliminated the use of
prior salary information to inform pay and hiring
decisions?
25%75%
100%
75%17%8%
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Does your organization take ongoing actions to
remove bias from application processes?
Actions your organization currently takes:
Reviewing job qualifications and removing unnecessary
criteria on a regular basis 100% of peers took this action
Consistently creating racially diverse hiring committees 25% of peers took this action
Focusing background checks on job-specific factors 92% of peers took this action
Implementing second-chance hiring practices 33% of peers took this action
Does your organization invest in local talent
pipelines through paid internships, training
partnerships with community colleges or
workforce development providers, scholarships
for students who are not related to employees,
and/or other substantial career exposure
opportunities?
Does your organization intentionally recruit from
racially diverse talent pools, including schools,
workforce development programs, and other
community-based organizations with high shares
of Black, Indigenous, Hispanic/Latine, and/or
Asian people?
Does your organization set enterprise-wide
goals for hiring, retaining, and advancing
Black, Indigenous, Hispanic/Latine, and Asian
workers and hold organizational leadership
accountable for meeting these goals?
Actions your organization currently takes:
We set goals across our organization for hiring a racially
diverse workforce 42% of peers took this action
We set goals across our organization for retaining employees
of color 8% of peers took this action
We set goals across our organization for promoting
employees to produce racially diverse leadership teams 8% of peers took this action
We take action to hold leadership accountable for meeting
these goals 0% of peers took this action
Does your organization require hiring managers
to consider a racially diverse slate of
candidates during the application and interview
stages?
50%50%
42%50%8%
17%75%8%
8%33%58%
100%
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CULTURE, RETENTION, & ADVANCEMENT
Your Score: 3 out of 10 (peer average: 1.8) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Does your organization provide benefits to all
full-time employees?
Benefits provided by your organization:
Health insurance 100% of peers provide this benefit
Paid leave 100% of peers provide this benefit
Paid family leave 92% of peers provide this benefit
Access to a retirement account 100% of peers provide this benefit
Does your organization have clear standards for
promotions that are shared with all employees?
Does your organization take steps to increase
the economic wellbeing of
non-exempt employees?
Actions your organization currently takes:
We provide schedules at least one week in advance to all non-
exempt employees and strive to keep schedules consistent
week-to-week 92% of peers took this action
We offer all non-exempt employees the opportunity to work
full-time if desired 17% of peers took this action
We provide all non-exempt employees a minimum number of
hours per week 50% of peers took this action
Does your organization regularly survey
employees about their sense of belonging and
equity in the workplace, disaggregate results by
race, and share insights with employees?
Actions your organization currently takes:
We have surveyed employees about their sense of belonging
and inclusion in the past two years 67% of peers took this action
100%
33%50%17%
8%92%
8%67%25%
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We have disaggregated survey results by race 17% of peers took this action
We have shared insights from employee surveys back with
employees 58% of peers took this action
Does your organization pay all employees a
family-sustaining wage for Minnesota?
Note: The Center for Economic Inclusion defines a family-
sustaining wage for Minnesota based on the MIT Living Wage
Calculator. In 2023, this is $24.98 per hour, or approximately
$52,000 for a full-time employee.
Does your organization have employee resource
groups or similar entities specific to Black,
Indigenous, Hispanic, and/or Asian workers
for the purposes of enabling mutual support,
mentorship, professional development, and
more?
Does your organization measure employee pay
by race and ethnicity at least once per year and
taken action to ameliorate any pay gaps between
workers in similar roles with equivalent skills,
experiences, and qualifications?
Does your organization invest in professional
development opportunities for workers
including certificates, tuition reimbursement,
educational grants, and coaching and measure
participation in these opportunities by race and
ethnicity of employees at least once per year?
Does your organization provide formal
mentorship opportunities specific to Black,
Indigenous, Hispanic, and/or Asian workers ?
Does your organization offer regular learning
opportunities for staff to understand and
apply antiracist practices to their work and
make efforts to increase organization-wide
participation?
8%42%33%17%
8%17%75%
8%92%
83%17%
9%91%
75%25%
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Racial Equity Outcomes Data: Workforce
The following section displays data on racial equity outcomes within your organization across several critical
dimensions. Workforce-related data includes the racial demographics of your organization's workforce and
leadership, number of workers earning a family sustaining wage, and hiring, retention, and promotion rates
by race and ethnicity compared with peers.
Workforce by Race and Ethnicity12
1 Population data for the City of Golden Valley comes from the 2021 5-Year American Community Survey
2 0.5% of Supervisors in this peer group identify as Two or more races and 0.4% identify as Unknown/Other. 0.1% of Full -time staff in this peer
group identify as Indigenous.
3%
5%
1%
3%
2%
8%
4%
3%
5%
20%
8%
10%
5%
6%
1%
5%
2%
2%
4%
3%
3%
1%
10%
1%
8%
2%
5%
2%
6%
4%
2%
0.6%
0.4%
0.3%
1%
1%
0.6%
0.2%
4%
2%
0.6%
5%
5%
2%
0.2%
22%
10%
17%
9%
18%
84%
80%
68%
80%
78%
85%
94%
85%
76%
100%
69%
83%
72%
0%10%20%30%40%50%60%70%80%90%100%
C ity of Go ld en Val ley
Po pulati on
C ity of Go ld en Val ley
Peer Gr oup:
Smal l Cities
C ity of Go ld en Val ley
Peer Gr oup:
Smal l Cities
C ity of Go ld en Val ley
Peer Gr oup:
Smal l Cities
C ity of Go ld en Val ley
Peer Gr oup:
Smal l Cities
C ity of Go ld en Val ley
Peer Gr oup:
Smal l Cities
C ity of Go ld en Val ley
Peer Gr oup:
Smal l CitiesElected LeadersExecutive LeadersSupervisorsFull-timePart-timeContingentAsian Blac k H ispanic Indigenous Mid dle Eastern or N orth Afric an T wo or m ore rac es U nknow n / Ot her Wh iteBenchmark
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City of Golden Valley Workforce by Race and Ethnicity
Asian Black Hispanic Indigenous Middle Eastern
or North African
Two or more
races Unknown White
(non-Hispanic)
Elected leaders 0 1 0 0 0 0 0 4
All senior appointed
leaders 0 1 1 0 0 0 0 8
All managers of at least
1 full-time employee 0 3 4 0 0 0 0 41
All permanent
full-time employees 4 7 7 0 0 2 0 110
Permanent
part-time employees 0 0 0 0 0 0 0 2
Contingent workers 10 9 10 1 0 13 0 207
Hiring, Promotion, and Departure rates by Race and Ethnicity3
Percent of Employees Earning a Family-Sustaining Wage by Race and Ethnicity)4
3 Hiring data displays the racial demographics of full-time employees who were hired in the past year. Promotions data displays the racial demographics of full -time
employees who were internally promoted in the past year. Departures data displays the racial demographics of full -time employees who left the organization in the
past year.
4 The Center for Economic Inclusion defines a family-sustaining wage for Minnesota based on the MIT Living Wage Calculator. In 2023, this is $24.98 per hour, or
approximately $52,000 for a full-time employee.
3%
3%
5%
5%
6%
6%
8%
5%
5%
5%
5%
4%
6%
1%
16%
6%
3%
5%
16%
6%
6%
6%
8%
4%
0.6%
4%
2%
2%
12%
1%
0.2%
10%
14%
11%
84%
85%
74%
74%
71%
72%
68%
74%
0%10%20%30%40%50%60%70%80%90%100%
City of Gold en Valley
Populat ion
City of Gold en Valley
Workforce
City of Gold en Valley
Peer G ro up:
Small Cities
City of Gold en Valley
Peer G ro up:
Small Cities
City of Gold en Valley
Peer G ro up:
Small CitiesHiringPromotionsDepartures
Asia n Bla ck Hispan ic In dige no us M id dl e Ea stern or North African Two o r mo re r ace s Unkn own / Oth er W hiteBenchmark
100%100%100%
0%
100%
0%
99%
78%
69%
80%
100%
67%
50%
79%
0%
20%
40%
60%
80%
100%
Asia n Blac k Hispa nic Indige nous Two or m or e
ra ces
Unknown /
Other
W hi te
City of Gol den Vall ey
Peer Gr oup:
Smal l C iti es
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PROCUREMENT
Your Score: 0 out of 7 (peer average: 0.3) Yes Somewhat No Not sure
Question Your
Answer Peer Answers
Has your organization taken action to reduce
prohibitive barriers for suppliers, including
reducing the size of contracts, lowering annual
revenue or bonding requirements, simplifying
submittal processes, and shortening supplier
payment terms to 15-30 days?
Actions your organization has taken:
We have taken action to reduce the size of our contracts to
enable smaller suppliers, including ones led by Black,
Indigenous, Hispanic, or Asian owners, to compete 25% of peers took this action
We have taken action to lower our minimum threshold for
suppliers’ annual revenue 8% of peers took this action
We have taken action to adjust insurance requirements 17% of peers took this action
We have taken action to simplify submittal processes for bids
from suppliers 42% of peers took this action
We pay most or all of our suppliers on a monthly basis 75% of peers took this action
Does your organization have a Minority
Business Enterprise (MBE) procurement
strategy with measurable goals?
Does your organization require that all RFP and
bid processes track the number of bids
received from Black, Indigenous, Hispanic, and
Asian-owned business and seek out additional
bids if no bids from these groups have been
received?
Does your organization invest financial and
human capital resources in building a racially
diverse pipeline of suppliers via a dedicated
budget, staff time, and education for procurement
leaders within your organization?
25%58%17%
17%83%
17%83%
8%92%
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Does your organization regularly collect and
share data internally on the racial diversity of its
suppliers?
Does your organization measure the racial
diversity of its Tier 2 suppliers?
Has your organization participated in a disparity
study within the past 5 years to evaluate the
outcomes of race-neutral supplier diversity
programs and provide legal justification for race-
conscious strategies?
100%
100%
100%
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Racial Equity Outcomes Data: Procurement
The following section displays data on racial equity outcomes across several critical dimensions.
Procurement-related data includes the number of suppliers owned by Black, Indigenous, Hispanic, and
Asian individuals and the amount of total procurement spending going to these suppliers.
Procurement spending with Black, Indigenous, Hispanic, or Asian -owned businesses5
City of Golden Valley Procurement spending with Black, Indigenous, Hispanic, or Asian -owned
businesses
Total number of suppliers 1,375
Total number of suppliers that are owned by Black, Indigenous,
Hispanic, or Asian individuals not provided
Total number of suppliers that are owned by White individuals not provided
Total number of suppliers with unknown business ownership 1,375
Total spend $36,683,449
Total spend with businesses owned by Black, Indigenous, Hispanic, or
Asian individuals not provided
Total spend with businesses owned by White individuals not provided
Total spend with businesses of unknown ownership $36,683,449
5 Data for the State of Minnesota and the 15-county Minneapolis-St. Paul metro area comes from the 2021 Annual Business Survey. Suppliers data displays the
percentage of all suppliers that are owned by Black, Indigenous, Hispanic, or Asian individuals within the past year. Total s pend data displays the percentage of all
procurement spending going to businesses owned by Black, Indigenous, Hispanic, or Asian-owned businesses within the past year.
5.9%
6.7%
86.7%
86.9%
7.3%
6.9%
100%
100%
100%
100%
0%10%20%30%40%50%60%70%80%90%100%
State of Minne sot a
Minnea pol is-St. P aul
Metro Area
City of Golde n Va lle y
Pe er Group:
Sma ll Ci tie s
City of Golde n Va lle y
Pe er Group:
Sma ll Ci tie sSuppliersTotal spendBlac k, I ndigenous, Hispanic , or Asian-owned businesses
Wh ite-ow ned bus inesses
Unknow n or Unc lassifiable business ownershipBenchmark:Business Ownership146
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BUDGETS & FINANCE
Your Score: 1 out of 5 (peer average: 0.4) Yes Somewhat No Not sure
Question Your
Answer Peer Answers
Does your organization invest assets in
Community Development Financial
Institutions (CDFIs) or other depository
institutions whose missions prioritize wealth-
building and investment in underinvested
communities?
Do you analyze and act to mitigate the impacts
of taxes, fines, fees, and other revenue-
generating activities on Black, Indigenous,
Hispanic/Latine, and Asian communities?
Do you proactively seek input from Black,
Indigenous, Hispanic/Latine, and Asian
communities in the early stages of developing
your operating and capital budgets?
Do you have a standardized process for
analyzing the impact of potential budgets on
Black, Indigenous, Hispanic/Latine, and Asian
communities (often described as a budget equity
tool)?
Does your organization invest its financial
assets using Environmental, Social, and
Governance (ESG) criteria or otherwise screen
its financial investments to avoid organizations
and sectors that perpetuate racial inequities?
20%50%30%
17%8%75%
8%83%8%
100%
83%17%
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COMMUNITY & ECONOMIC DEVELOPMENT
Your Score: 1 out of 4 (peer average: 1.2) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Do you have community development
programs that explicitly seek to support
stronger social capital ties, resident voice,
and neighborhood improvements in Black,
Indigenous, Hispanic/Latine, Asian, and other
historically disinvested communities?
Are your economic development job creation
subsidies only available to companies that
create jobs that pay family-sustaining wages
or a similar wage threshold?
Note: The Center for Economic Inclusion defines a family-
sustaining wage for Minnesota based on the MIT Living Wage
Calculator. In 2023, this is $24.98 per hour, or approximately
$52,000 for a full-time employee.
Does your organization have initiatives to
support entrepreneurship and business
development among Black, Indigenous,
Hispanic/Latine, Asian, and other communities
historically underrepresented in business
ownership?
Does your organization analyze the racial
demographics of business owners receiving
your economic and business development
services on at least an annual basis?
42%25%33%
40%20%40%
27%55%18%
17%17%25%33%8%
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WORKFORCE DEVELOPMENT
Your Score: 0 out of 3 (peer average: 0.2) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Do your workforce development programs survey
past program participants about their job
placement experiences, disaggregate results by
race, and use this information to guide future
partnerships and job placements?
Actions your organization currently takes:
Most or all of our workforce development programs survey
past program participants about their job placement
experiences 25% of peers took this action
Most or all of our workforce development programs
disaggregate survey results by race 50% of peers took this action
We use survey results to guide future partnerships and job
placements, across all or most of our workforce development
programs 50% of peers took this action
Does your organization follow a consistent
process to facilitate partnerships between
local workforce training partners and local
businesses to support training of Black,
Indigenous, Hispanic/Latine, Asian, and other
historically underrepresented communities for job
opportunities?
Do your workforce development initiatives
prioritize placing participants into jobs that
pay family-sustaining wages?
Note: The Center for Economic Inclusion defines a family-
sustaining wage for Minnesota based on the MIT Living Wage
Calculator (in 2023, this is $24.98 per hour) but alternative family-
sustaining wage definitions also exist.
25%25%50%
10%50%40%
75%25%
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HOUSING, TRANSPORTATION, & LAND USE
Your Score: 3 out of 9 (peer average: 3.1) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Does your organization have a zoning code that
allows for higher density construction near
commercial and transportation corridors and
job centers?
Do your transportation-related capital investments
include dedicated programs using own-source
revenue to expand and improve alternatives to
single-occupancy cars for residents?
Does your organization take action to reduce
cost burdens for low-income users of public
transportation, including through reduced fare
programs, subsidies, and more?
NA
Does your organization have programs to offer
homeownership opportunities for first time
homebuyers, including through loans and grants,
and analyze program participation by race?
Does your jurisdiction require inclusionary
zoning for housing projects developed with
city funding or in-kind contributions, such as land
or infrastructure investment?
Does your organization prioritize repairs to
roads and other transportation infrastructure
based on a systematic evaluation of both the
infrastructure grade and the disparities
experienced by currently and historically
underserved communities?
100%
58%25%8%8%
43%43%14%
40%30%30%
33%42%25%
25%67%8%
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Do you have policies to incorporate principles
of environmental justice in major new
development projects you permit via community
benefits agreements, permitting requirements, or
more?
Has your organization named the racially
inequitable impact of past land use policies it
has made and embraced a race-conscious,
restorative framework in its comprehensive plan
or similar strategic land use report?
Does your jurisdiction provide a legal right to
counsel for tenants facing eviction?
PUBLIC SAFETY
Your Score: 1 out of 4 (peer average: 2.3) Yes Somewhat Somewhat less No Not sure
Question Your
Answer Peer Answers
Do your law enforcement agencies have use-
of-force policies that meet the following
guidelines from the U.S. Department of Justice?
Policies that your agencies have instituted:
Require that officers strictly limit the use of deadly force 100% of peers took this action
Require that officers be regularly trained in de-escalation
tactics 100% of peers took this action
Affirm that officers have an affirmative duty to intervene to
stop any officer from engaging in excessive force 100% of peers took this action
Affirm that officers have an affirmative duty to render medical
aid when needed 100% of peers took this action
Require that officers receive training on the use-of-force policy
on an annual basis 100% of peers took this action
17%25%50%8%
17%25%50%8%
27%55%18%
100%
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Does your government invest in alternative
crisis response teams to provide services to
individuals with developmental disabilities,
individuals who are experiencing health crises,
and others who call 911 or otherwise seek help?
Does your government have programs and staff
focused on diversion opportunities from the
criminal justice system and towards care-based
services?
Do your law enforcement agencies publish
racially disaggregated data on law
enforcement activities on at least an annual
basis?
Categories for which data is published on at least an annual basis:
Racially disaggregated data on officer use of force 33% of peers took this action
Racially disaggregated data on internal and external
complaints about police conduct 8% of peers took this action
Racially disaggregated data on arrests 25% of peers took this action
Racially disaggregated data on traffic and pedestrian stops 25% of peers took this action
We publish data on some of the categories above, but not
disaggregated by race 42% of peers took this action
67%25%8%
45%45%9%
17%17%42%17%
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PUBLIC POLICY
Your Score: 1 out of 6 (peer average: 1.4) Yes Somewhat No Not sure
Question Your
Answer Peer Answers
Has your organization identified racial equity as
a public policy priority?
Do you have a strategy to seek input from
residents, particularly Black, Indigenous,
Hispanic/Latine, and Asian residents on local
ordinance development?
Does your organization advocate to other
government entities (including city, county,
state, and the federal government) for public
policy changes that would improve economic
outcomes for Black, Indigenous, Hispanic/Latine,
and Asian communities?
Do you have a strategy to communicate
relevant changes to local ordinances to
residents of different cultural communities
and backgrounds, including through translation
of documents into multiple languages when
deemed necessary and through multiple
communication methods (including digital, print,
and in-person gatherings)?
Does your organization lobby other government
entities (including city, county, state, and/or
the federal government) to oppose public
policies that have historically exacerbated
racial inequities?
For ordinances developed and passed by your
jurisdiction’s elected leaders, does your
organization use a racial equity tool to analyze
impacts on Black, Indigenous, Hispanic/Latine,
Asian, and other communities of color?
83%8%8%
42%33%25%
9%36%45%9%
8%75%17%
67%25%8%
50%50%
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Recommendations
• The City of Golden Valley can build more racially diverse teams by setting organization-
wide goals for hiring, recruitment, and promotion of Black, Indigenous, Hispanic, and
Asian employees and holding leadership accountable to them. Golden Valley leads peers
in racially equitable hiring swith 4 of 7 racial equity standards in place but does not yet set
goals for racially diverse hiring, something 42% of peers have started. Committing to hire,
retain, and promote more workers of color so that employees’ demographics better match the
demographics of residents can allow Golden Valley to build a city workforce that benefits from
diverse perspectives and contributes to inclusive growth.
• The City of Golden Valley can collect data and set goals for increasing the racial
diversity of suppliers to benefit from innovative ideas. Similar to peers, Golden Valley has
opportunity to grow in Procurement with no supplier demographic data provided in the Index
and none of the seven racial equity standards in place. One opportunity is to begin gathering
data on the racial diversity of existing suppliers and setting goals for increased investment,
which can help Golden Valley benefit from promising new ideas and reach new markets for
trusted partnerships.
• The City of Golden Valley can strengthen existing services by having workforce
development programs survey past program participants about their job placement
experiences, disaggregate results by race, and use this information to guide future
partnerships and job placements. Similar to peers, Golden Valley has opportunity to grow in
Workforce Development with none of 3 racial equity standards fully implemented. Surveying
participants of workforce development programs and disaggregating results by race, something
50% of peers already do, can help identify any potential disparities and ensure continuous
improvement of participants’ experience.
Case Study
Informed by a new disparity study, the City of Boston sets bold targets for purchasing with
minority business enterprises
In 2021, the Mayor of the City of Boston, Massachusetts signed an executive order “Establishing
Equitable Procurement Goals in Support of Minority and Woman-Owned Businesses.” The executive
order built upon the city’s supplier diversity program, first established in 2008. A disparity study
commissioned by the city and completed in 2021 revealed that “minority-owned business enterprises
are available for 5.7% of City contract and procurement dollars,” but were awarded only 2.5% of city
procurement spending.
To remedy these disparities, the City set an ‘overall annual aspirational goal’ of 10% minority -owned
business enterprise utilization on ‘discretionary contract and procurement spending,’ along with
accompanying goals for women-owned business utilization, through 2027.
Pursuit of this goal is aided by earlier work by the City to support diversification of supplier contracts,
including: creation of a performance tracking system to measure contracts awarded to diverse vendors,
paying vendors on faster timelines, reducing bonding requirements for City contractors, simplifying
paperwork, “breaking up large contracts into multiple small contracts to increase accessibility for small
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businesses,” and providing technical assistance to diverse vendors around capital access and
announcement of contracts.
Visit these links for more information about this case study.
About the Index
The 2023 Racial Equity Dividends Index for the Public Sector (Public Sector Index) is designed to
support leaders in city and county governments in their efforts to build racially equitable workplaces
and communities.
The Public Sector Index was developed by the Center for Economic Inclusion and draws from the
insights of expert practitioners and organizations at the forefront of racial equity in local governments,
including PolicyLink, Brookings Metro, the Harvard Institutional Antiracism and Accountabilit y Project,
the Urban Institute, the Government Alliance on Race and Equity, academic researchers, and others.
Center staff selected and defined standards that are recognized as policies and practices that support
tangible progress towards racially equitable outcomes within local governments.
The structure of the Public Sector Index has been adapted from the Center’s Racial Equity Dividends
Index for the Private Sector, which launched in 2022, and has been adjusted to reflect the unique
structure and responsibilities of public sector organizations. 2023 marks the launch of the Public Sector
Index for city and county governments in Minnesota. The Public Sector Index will be distributed
annually going forward.
Next Steps
We hope that this 2023 Racial Equity Dividends Index score report provides you a clear assessment of
the opportunities to take meaningful actions to strengthen relationships and improve outcomes for
Black, Indigenous, Hispanic, Asian, and White employees, suppliers, and communities.
The Center for Economic Inclusion equips public- and private-sector leaders and employers with the
knowledge and tools to build, scale, and institutionalize anti-racist workplaces. Through purposeful,
research-driven action, our mission is to close racial wealth gaps and build racially equitable and
inclusive regional economies. Our team of activators and strategists leverage data, insights, and
wisdom from Black, Indigenous, Hispanic, and Asian communities to fulfill your vision for an
organization that is good for your employees, customers, and the communities you serve.
Contact our team for support with learning more about your Racial Equity Dividends Index score, to
develop strategies for moving from awareness to action and accountability, or to participate in one of
our learning programs at action@centerforeconomicinclusion.org.
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18
APPENDIX D:
Continuum on Becoming an Anti-Racist and Multicultural Organization
156
157
19
APPENDIX E:
Equity Plan Context Definitions
158
20
Supplementary Context Definitions
The following terms and their meanings provide additional context to the Equity Plan as well as ensure
common language and understanding.
Access/Accessibility
Practice of making information, activities, and/or environment functional, meaningful, and usable for all
people with consideration of ability/disability, language, learning, and cultural responsiveness.
Anti-racism
Actively and consciously opposing racism in any forms, including, but not limited to, economic, political,
social, and cultural racism.
Belonging
The feeling of security and support when there is a sense of acceptance, inclusion, and identity.
Bias
A disproportionate weight in favor of or against an idea, thing, person, or group, usually in a way that is
prejudicial and unfair. Biases can be innate or learned.
• Unconscious/Implicit Bias: Attitudes and stereotypes that influence judgment, decision-making,
and behavior in ways that are outside of conscious awareness and/or control. Typically
expressed automatically without much awareness.
• Conscious/Explicit Bias: Overt negative attitudes and stereotypes expressed openly and
knowingly held.
BIPOC (Black, Indigenous, and People of Color)
Use of this acronym recognizes the collective experiences of systemic racism. It is meant to emphasize
the hardships faced by Black and Indigenous people and to acknowledge that not all People of Color face
the same levels of injustice.
Culture
A set of agreed-upon expectations or systems of norms that influence how individuals or the community
as a whole act or behave.
• Objective Culture: The artifacts and institutions created by a group of people, reflected in areas
such as art, architecture, literature, dance, holidays, and collective history.
• Subjective Culture: Patterns of interpretations (values, beliefs, perceptions) and behavior
learned from one’s group that guides individual and group activity.
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21
Disparity
A pattern of differences in outcomes and impacts across social identity groups.
Inequity
A pattern of differences in outcomes and impacts that are systemic, avoidable, unnecessary, and
unjust across social identity groups. These patterns or differences ultimately create negative impact and
effect across various life determinants, especially when coupled together.
Intersectional/Intersectionality
Interactive effect of various forms of discrimination and oppression based on social identities or
categorization, which creates specific challenges, disadvantages, and inequities unique to the
interconnected identities or lived experiences. For example, a Black woman in America experiences
gender inequities differently to white woman and racial inequities differently to a Black man because of
being at the crossroads of gender and race, which creates a unique and qualitatively different oppression
and outcomes.
Racial Equity
A condition in which the race of an individual and/or group is no longer a predictor of outcomes. It is also
a process and practice with which intentional and continual changes are made to eliminate disparities
across both race and ethnicity.
Racism
Belief and action, based on skin color, that one group of people is superior to others.
• Individual/Interpersonal Racism: Conscious or subconscious racially biased beliefs, attitudes,
and actions that influence interactions and perception of other people.
• Institutional Racism: Implicit and explicit policies, practices, and procedures within an
organization/institution (i.e., City of Golden Valley, University of Minnesota, Department of
Human Services, HealthPartners, Affinity Plus Credit Union, etc.), that create different outcomes
for different racial groups. Typically, this is to the benefit of white people and to the detriment of
people of color.
• Internalized Racism: Conscious and subconscious acceptance or belief in negative messages,
stereotypes, and biases about one’s own race or racial group.
• Structural Racism: Implicit and explicit racial inequities across organizations/institutions (i.e., city
government + bank + realtor + insurance + racial covenants = structural) inclusive of policy,
practices, procedures, history, and culture. This creates an interconnection of racial inequities
reinforced by organizational/institutional norms (past and present), which can also reproduce
old and create new forms of racism.
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22
• Systemic Racism: Implicit and explicit policies, practices, and procedures that are within and
across organizations/institutions (i.e., K-12 school + university = educational system, or primary
care physician + pharmacy = healthcare system), which create and perpetuate racial inequities.
Focus Area Context Definitions
Below are the terms used throughout the Equity Plan and their practical applications.
Accountability
Who oversees, implements, and helps guide the related action.
Action
Specific approach and/or initiative to implement to achieve the desired outcome.
Connections
Relationship to related frameworks, plans, or assessments.
See “Development Process” in Executive Summary for detail about connected plans and frameworks.
Outcome
What is to be accomplished related to each identified focus area.
Stakeholders
Who should or needs to be in partnership with the related action to ideate, collaborate, implement, and
more.
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23
APPENDIX F:
Demographic Data and Information
162
24
As stated before, the following information helps provide a picture of Golden Valley across various data
points. It should be noted that common demographics related to sexuality and gender identity are
generally unavailable at a city jurisdiction level and are thus not reflected.
Housing
Race
4 Data USA
5 City of Golden Valley
6 Mapping Prejudice
7 USA Census
Homeownership and Renting4
74.2% - Homeowners
• 75.5% - White
• 19.1% - Hispanic and Latino/a/e
• 13.6% - Black or African American
• 6.3% - Asian
• 3.0% - Multiracial
• 1.3% - American Indian and Alaska Native
• 0.3% - Native Hawaiian and Pacific Islander
25.85% - Renters
Housing Types5
• 59.66% - Single-Family Detached
• 32.22% - Multi-Family
• 4.42% - Single-Family Attached
• 3.7% - Townhome
Racial Covenants6
• 1,604 homes in Golden Valley had or still maintain a
racial covenant within their deed
Racial Demographics7
• 83.5% - White
• 5.07% - Black or African American
• 4% - Multiracial
• 3.47% - Hispanic and Latino/a/e
• 3.05% - Asian
• .62% - American Indian and Alaskan Native
74%
26%
HOUSING
Homeownder Renters
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25
Sex Assigned at Birth (Note: No data beyond binary sex)
8 Minnesota Compass
83.50%
5.07%
4.00%
3.47%
3.05%
0.62%
0.22%
0.03%
0.00%20.00%40.00%60.00%80.00%100.00%
White
Black or African American
Multiracial
Hispanic and Latino/a/e
Asian
American Indian and Alaskan Native
Additional Race
Native Hawaiian and Pacific Islander
RACE
White
Black or African American
Multiracial
Hispanic and Latino/a/e
Asian
American Indian and Alaskan Native
Additional Race
Native Hawaiian and Pacific Islander
• .22% - Additional Race
• .0315% - Native Hawaiian and Pacific Islander
Sex Assigned at Birth Demographics8
• 53.0% - Female
• 47.0% - Male
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26
Socioeconomics (Median Household Income)
Education
Age
9 Minnesota Compass
10 Minnesota Compass
5.10%4.50%4.30%
3.20%
5.00%
13.30%
14.60%
11.90%
16.30%
11.00%
5.80%5.20%
0.00%
2.00%
4.00%
6.00%
8.00%
10.00%
12.00%
14.00%
16.00%
18.00%
Under
5
5-9 10-14 15-17 18-54 25-34 35-44 45-54 55-64 65-74 75-84 85 and
older
AGE
Under 5
5-9
10-14
15-17
18-54
25-34
35-44
45-54
55-64
65-74
75-84
85 and older
Socioeconomics Demographics9
• 16.1% - Under $35k
• 7.4% - $35-50K
• 14.7% - $50-75k
• 9.9% - $75-100k
• 51.9% - Over $100k
Educational Attainment Among Adults10
• 97.1% - High School Graduate or Higher
• 60.5% - Bachelor’s Degree or Higher
• 36% - Bachelor’s Degree
• 24.6% - Graduate or Professional Degree
• 23.4% - Some College or Associate Degree
• 13.2% - High School Diploma or GED
• 2.9% - Less than High School Education
16%
7%
15%
10%
52%
SOCIOECONOMIC
Under $30k $35-50k $50-75k
$75-100k Over $100k
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27
Age11
4.4% - Under 5 Years 4.8% - 5-9 Years
• 4% - Asian
• 15% - Black
• .10% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 55% - White
• 22% - Multiracial
• 2.9% - Additional Race
• 5.05% - Asian
• 11% - Black
• .47% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 60% - White
• 19% - Multiracial
• 4.5% - Additional Race
5.5% - 10-14 Years 5.2% - 15-19 Years
• 5.03% - Asian
• 11.54% - Black
• .41% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 65% - White
• 15% - Multiracial
• 2.9% - Additional Race
• 6.35% - Asian
• 10.4% - Black
• .69% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 66% - White
• 15.3% - Multiracial
• 17.2% - Additional Race
4.3% - 20-24 Years 4.7% - 25-29 Years
• 7% - Asian
• 10.2% - Black
• .21% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 68% - White
• 11.6% - Multiracial
• 3.15% - Additional Race
• % - Asian
• 11% - Black
• .3% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 72% - White
• 7% - Multiracial
• 2.3% - Additional Race
4.5% - 30-34 Years 6.2% - 35-39 Years
• 7.06% - Asian
• 10.25% - Black
• .3% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 70% - White
• 9% - Multiracial
• 3.1% - Additional Race
• 6% - Asian
• 11% - Black
• .4% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 73% - White
• 7.1% - Multiracial
• 3% - Additional Race
6.3% -40-44 Years 5.4% - 45-49 Years
• 5.6% - Asian
• 9.4% - Black
• .64% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 78% - White
• 4.6% - Multiracial
• 1.7% - Additional Race
• 4.3% - Asian
• 7.2% - Black
• .33% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 83% - White
• 4.4% - Multiracial
• .7% - Additional Race
6.3% - 50-54 Years 7.4% - 55-59 Years
• 3% - Asian • 2.7% - Asian
11 Esri
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28
• 7% - Black
• .6% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 86% - White
• 3% - Multiracial
• .64% - Additional Race
• 5.3% - Black
• .55% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 81% - White
• 2% - Multiracial
• .73% - Additional Race
7.7% - 60-64 Years 7.2% - 65-69 Years
• 1.6% - Asian
• 4.5% - Black
• .64% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 89% - White
• 4.1% - Multiracial
• .5% - Additional Race
• 2% - Asian
• 5.7% - Black
• .44% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 87% - White
• 4.3% - Multiracial
• .56% - Additional Race
6.4% - 70-74 Years 5% - 75-79 Years
• 1.6% - Asian
• 5.4% - Black
• .3% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 88% - White
• 4% - Multiracial
• 1% - Additional Race
• 4% - Asian
• 3% - Black
• 0% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 90% - White
• 3% - Multiracial
• .62% - Additional Race
3.7% - 80-85 Years 5% - 85 Years and Older
• 2.6% - Asian
• 2.3% - Black
• 0% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 93% - White
• 2% - Multiracial
• .37% - Additional Race
• 1% - Asian
• 1.8% - Black
• 0% - Native American
• 0% - Native Hawaiian and Pacific Islander
• 94% - White
• 2.6% - Multiracial
• .2% - Additional Race
Disability Status
Language
12 Minnesota Compass
13 Minnesota Compass
Disability Status12
• 11.3% of Golden Valley population have a disability
Languages Used13
• 89.1% - English Only
• 10.9% - Language Other than English
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29
APPENDIX G:
Departmental Equity Actions
168
30
Communications Department
Action A: Establish and maintain Communication Translation and Interpreting
Operations.
Description: Develop a translation determination matrix to provide responsive,
effective, and timely services for submitted projects and initiatives. This
effort will include a focus on relationship- and contract-building with
external translation services and potential for City policy embedment.
Accountability: Communications Director, Communications Specialist, and Graphic/Web
Designer
Stakeholders: Equity and Inclusion Manager, Community Engagement and Outreach
Specialist, departmental directors, and project leads
Action B: Implement and maintain Accessible City Communication Standards
Description: Develop standards, training, resources, and tools for City implementation
to improve accessibility across all City and departmental communication.
This includes concerted effort and focus on plain language as well as
brand and design accessibility to meet and exceed the needs present
within the community.
Accountability: Communications Director, Communication Specialist, and Graphic/Web
Designer
Stakeholders: Equity and Inclusion Manager, IT, departmental directors, and project
leads
Community Development Department
Action A: Participate in equitable code enforcement training and implement.
Description: Learn and apply continued and systemic equitable code enforcement
across all operations. These efforts will include training, implementation
tracking, and assessment via customer surveys to gain a more
encompassing perspective of enforcement application and impact.
Accountability: Community Development Director, Assistant Community Development
Director, Housing and Economic Development Manager, City Engineer,
City Attorney, City Manager, Deputy City Manager, Fire Chief, and Police
Chief
Stakeholders: PRISM, Golden Valley property owners, and communities of color
Action B: Assess and redesign departmental operations for reduction in barriers and
disparities.
Description: Develop a framework of actions informed by and that addresses current
barriers and disparities. This effort seeks to establish clear and
transparent processes, community engagement, and project
development.
Accountability: Community Development Director, Assistant Community Development
Director, Housing and Economic Development Manager, City Engineer,
City Attorney, City Manager, and Deputy City Manager
Stakeholders: PRISM, Rebuilding Together, Minnesota Department of Employment and
Economic Development, Minneapolis Regional Chamber, Urban Land
Institute, Minnesota Chapter of American Planning Association, Habitat
169
31
for Humanity, Homes within Reach, developers, real estate brokers,
property owners, and communities of color
Finance and Administrative Services Department
Action A: Review, update, and implement purchase policy
Description: Review current purchase policy and make edits to reflect current
operations related to making purchases. Updates will have a dedicated
focus on building out processes to directly engage with Disadvantaged,
Minority, Women, and Emerging Small Businesses (DMWESB) and note
consideration of DMWESB vendors.
Accountability: Finance Director, Accounting Manager/Supervisor, and Accountant
Stakeholders: Equity and Inclusion Manager, City Attorney, Deputy City Manager, City
Manager, and employees who authority for vendor selection
Action B: Analyze and assess vendor demographics
Description: Connect and audit existing City vendors via implemented survey to
understand vendor diversity, specifically focused on understanding which
vendors are considered DMWESB. This effort will also include a cross
reference with current departmental vendor information to create a
robust and current vendor catalogue.
Accountability: Finance Director, Accounting Manager/Supervisor, Accountant, and
Accounts Payable Technician
Stakeholders: City vendors, employees who make purchases/City purchasers, Equity,
and Inclusion Manager, and Communications Department
Fire Department
Action A: Utilize and implement appropriate response approaches.
Description: Formalize internal and external partners to co-design and execute a
strategy aimed at investing in a wider range of response options for
community. This effort will have a specific focus on high-frequency user
of 911 to provide more targeted approaches that are appropriate for the
circumstances that are occurring.
Accountability: Fire Chief and Assistant Fire Chief of Operations
Stakeholders: Fire Department, Police Department, emergency medical services, and
Care Resource Connection
Action B: Continue and build out recruitment and retention plan.
Description: Assess current efforts as well as reestablish and execute updates to
recruitment and retention plans. This will have a focused effort on
increasing number of fire fighters as well as continually diversifying to
have a department reflective of the larger community and future
community trends.
Accountability: Fire Chief and Assistant Fire Chief of Training and Community Outreach
Stakeholders: Fire Department, Human Resources Department, and Communications
Department
170
32
Human Resources Department
Actions A: Develop and implement Employee Impression Strategy.
Description: Build a strategy that examines and engages the life of an employee from
recruitment to leave. This focuses on gathering and assessing
data/information as well as setting goals related to recruitment, hiring,
time throughout employment, and then exit from the City.
Accountability: Human Resources Specialist, Equity and Inclusion Manager, Executive
Leadership Team, and departmental leadership
Stakeholders: HR Department, Administrative Services, Communications Department,
and external partners
Action B: Develop and execute Workforce Equity Advancement Strategy.
Description: Build a strategy that examines and engages the advancement of
employees through different means. This includes evaluation of job
descriptions to embed equity competencies, establishing success
planning for roles, and tracking promotional data/information.
Accountability: HR Department, Executive Leadership Team, and departmental
leadership
Stakeholders: Equity Advancement Team and Administrative Services
Legal Department
Action A: Expand number of elections judges via recruitment and retention
approaches.
Description: Recruit a diverse pool of election judges inclusive of a wide range of ages,
social identities, language abilities, and more.
Accountability: City Clerk
Stakeholders: City Manager Executive Assistant, election assistants, external voting
organizations, and school staff
Action B: Establish and implement training, resources, and tools for equity in land use
and zoning.
Description: Work in collaboration with Community Development Department,
Minnesota Chapter of American Planning Association, and Just Deeds
participants to create trainings and toolkits about equitable land use and
zoning. These trainings and toolkits can be used to inform and advise city
councils and relevant commissions.
Accountability: City Attorney, Community Development Director, Assistant Community
Development Director, and Housing and Economic Development
Manager
Stakeholders: City Council, Planning Commission, DEI Commission, and external
housing equity organizations
Parks and Recreation Department
Action A: Formalize City recognition and celebrations via community participation
efforts.
171
33
Description: Create and execute culturally relevant and reflective recognitions and
celebrations, with community participation as foundational.
Accountability: Parks and Recreation director, Events Coordinator, and Recreation
Supervisors
Stakeholders: Equity Team, Parks and Recreation staff, and community organizations
Action B: Provide and participate in professional development that increases equity in
action specific to Parks and Recreation operations.
Description: Directly engage with professional development opportunities that seek
to increase equity in action at all levels of employment. This includes
participating in the National Recreation and Parks Association Equity in
Practice Certification as well as implementing anti-bias and anti-
bystander training for all staff, specifically front line.
Accountability: Parks and Recreation management
Stakeholders: Parks and Recreation staff, City administration, and Golden Valley
community members
Police Department
Action A: Provide and participate in professional development focused on holistic
development and impact in Police operations.
Description: Bring in training that focuses on comprehensive development of officers
and staff to increase and further advance workplace culture, social
engagement, and emotional intelligence. This professional development
approaches the learning with dual goals of building and sustaining
internal inclusive impact amongst employees and external inclusive
impact with community.
Accountability: Chief of Police, Assistant Chiefs of Police, command staff, and training
sergeants
Stakeholders: Staff of Police department, Minnesota Board of Peace Officer Standards
and Training, and Fire Department
Action B: Strengthen, assess, and maintain community engagement efforts
Description: Continually enhance and grow community engagement approaches by
using different tools and resources and ensuring they are reflective of
community needs. Part of the action also includes assessing current and
future approaches to understand what may need to be maintained,
updated, or altered.
Accountability: Chief of Police, Assistant Chiefs of Police, and Crime Analyst &
Community Outreach Supervisor
Stakeholders: Community Connection and Outreach Specialist and Communications
Department
Public Works Department
Action A: Sustain and expand recruitment and retention efforts.
Description: Continue and broaden outreach with schools, organizations, and
employment programs to recruit and retain employees in the field of
public works.
172
34
Accountability: Public Works Director and Public Works Superintendent
Stakeholders: Human Resource Generalist, BrookLynk, high school, four- and two-year
colleges or universities, and community organizations
Action B: Expand opportunities and reduce barriers for vendors and contractors.
Description: Targeted efforts
Accountability: Public Works Director and Public Works Superintendents
Stakeholders: Finance Department, vendors, contractors, community organizations,
Minnesota Department of Administration State Procurement Office, and
Hennepin County
173
EXECUTIVE SUMMARY
Human Resources
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3F. Adopt Resolution No. 24-030 Approving Amendment to Compensation and Classification Tables
Prepared By
Melissa Croft, Executive Assistant
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 current positions to ensure they remain in line with current market averages.
In preparation for its full time City Manager search, the City worked with DDA to ensure the position
salary was competitive with the market. The City also updated some other positions to ensure
appropriate departmental delineation of roles and responsibilities, thereby increasing operational
effectiveness. The position changes include: Senior Planner (formerly Planner) Grade 10 to Grade 11;
Associate Planner (formerly Planning Assistant) Grade 5 to Grade 9; and Permit Technician Grade 7
(formerly Grade 6).
Financial or Budget Considerations
These compensation grid adjustments are absorbed within the approved 2024 budget.
Legal Considerations
The City contracts with DDA to grade all of the positions and ensure compliance with applicable
Minnesota Local Government Pay Equity laws.
Equity Considerations
One of the City's equity pillars is providing economic opportunities for all, which includes employment
opportunities, and paying fair and equitable wages. By contracting with DDA the City maintains a
consistent practice of grading positions and market considerations. The City will continue evaluating
its compensation grid and pay practices for equity considerations.
Recommended Action
Motion to adopt Resolution No. 24-030 approving amendment to compensation and classification
tables.
174
Supporting Documents
Resolution No. 24-030 Compensation Study and Classification Grid Amendment
175
RESOLUTION NO. 24-030
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 by Resolution 24-021 on March 6, 2024; 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
176
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 $83.43 $87.09 $90.75 $94.41 $98.07 $101.73 $105.39
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
177
5 Accounting Technician
Assessments/Accounts Payable Technician
Motor Vehicle License Clerk
Police Department Assistant
Public Works Assistant
6 Deputy City Clerk (Temporary)
Executive Assistant - City Manager’s Office
Facilities Maintenance Specialist
Management Analyst/Executive Assistant
Utility Billing Specialist
7 Golf Operations Coordinator
Maintenance Worker/Mechanic
Park Maintenance Worker
Permit Technician
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 Associate Planner
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
Police Support Services Supervisor
Water and Natural Resources Specialist
178
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
Senior Planner
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
179
4. The City hereby adopts the following 2024 Seasonal, Variable Hour, Temporary and Intern Positions
Compensation Grid, effective March 1, 2024:
Steps 1 2 3 4 5 6 7
Grade
1 $12.17 $12.79 $13.40 0 0 0 0
2 $13.01 $13.68 $14.33 $15.01 $15.66 $16.32 $16.79
3 $13.56 $14.24 $14.92 $15.64 $16.32 $17.01 $17.47
4 $14.04 $14.88 $15.62 $16.33 $17.07 $17.79 $18.26
5 $14.29 $15.43 $16.18 $16.94 $17.70 $18.52 $19.01
6 $15.55 $16.00 $17.27 $17.85 $18.61 $19.54 $20.02
7 $18.25 $19.10 $19.84 $20.56 $21.38 $22.15 $22.64
5. The City hereby adopts the following 2024 Seasonal, Variable Hour, Temporary and Intern Positions
Classification Table:
Grade Position
1 Starter/Ranger
Warming House
2 316 Restaurant Positions:
Bartender
Server
Dishwasher/Bar‐Back
Election Judge (Step 6)
Indoor Playground Attendant
Park & Reaction Seasonal Athletics:
Playground Leader
Field Attendant
Sports Instructor
Golf Operations:
Beverage Cart Attendant
Par 3 Cashier
Range Supervisor
3 Election Captain (Step 6)
Pro Shop Cashier
4 Community Center Attendant
Golf Maintenance Operator
Parks and Recreation Program Specialist
5 Golf Office Assistant
Pathways Intern
6 Community Health Worker Intern
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
180
Cook
Community Development Intern
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 7th day of May,2024.
______________________
Roslyn Harmon, Mayor
ATTEST:
_______________________
Theresa Schyma, City Clerk
181
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3G. Approve Extension of Minor Consolidation Plat for Niewald Lyons Addition
Prepared By
Darren Groth, Assistant Community Development Director
Summary
On October 6, 2022, City Council held a public hearing to consider the preliminary plat for a minor
consolidation at 4501 Merribee Drive. City Council approved the preliminary plat. On August 15, 2023,
City Council adopted Resolution 23-070 for the Approval of Plat for Niewald Lyons Addition. With the
transition of staff in the Community Development Department, the property owner's extension
request was delayed; however, this agenda item is intended to allow a 90-day extension of time for
the property owner to file the approved plat.
Legal Considerations
Per City Code Section Sec. 109-122(d), a certified copy of the resolution approving the final plat,
together with one copy of the final plat, shall be recorded with the County. The filing of the plat must
be done by the applicant within 60 days of the approval of the resolution. The other hard copy shall be
filed with the City. Proof of filing of the final plat shall be submitted to the City prior to issuance of any
building permits on the properties. While the plat was not filed within 60 days, the applicant informed
City staff that she asked for more time to resolve various issues. The property owner also indicated
that they intend to file the plat in early May.
Equity Considerations
Equity review was not needed as this item falls under the general course of business for the Planning
Division.
Recommended Action
Motion to approve a 90-day extension Minor Consolidation Plat for Niewald Lyons Addition.
Majority vote needed.
Supporting Documents
23-070 (08-15) Approval of Plat - Niewald Lyons Addition.pdf
182
RESOLUTION NO. 23-070
RESOLUTION FOR APPROVAL OF PLAT
NIEWALD LYONS ADDITION
WHEREAS, the City Council for the City of Golden Valley, pursuant to due notice,
has heretofore conducted a public hearing on the proposed plat to be known as NIEWALD
LYONS ADDITION covering the following described tracts of land:
Lot 1, Block 1, NIEWALD LYONS ADDITION, Hennepin County, Minnesota
WHEREAS, all persons present were given the opportunity to be heard.
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that said proposed plat be, and the same hereby is, accepted and approved, and
the proper officers of the City are hereby authorized and instructed to sign the original of
said plat and to do all other things necessary and proper in the premises.
Adopted by the City Council this 15th day of August, 2023.
Shepard M. Harris, Mayor
ATTEST:
Theresa Schyma, City Clerk
DocuSign Envelope ID: B30BCD49-C3E0-460D-BD1F-3B591553C0C0
183
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
3H. Approve Extension of Board of Zoning Appeals (BZA) Variance Granted for 4501 Merribee Drive
Prepared By
Darren Groth, Assistant Community Development Director
Summary
On September 27, 2022, BZA approved a variance to allow an accessory structure to be located closer
to the front setback than the principal structure and approved a variance of 33 feet off of the required
35 feet to a distance of 2 feet for an accessory structure from the front property line with the listed
condition. With the transition of staff in the Community Development Department, the property
owner's extension request was delayed; however, this agenda item is intended to allow a 90-day
extension to the one-year lapse in the granted variances.
Financial or Budget Considerations
None
Legal Considerations
Per City Code Section 113-27(d)(5), in the cases where the effect of the decision of the Board of Zoning
Appeals is to grant a variance, the permission or license to perform the action authorized thereby shall
lapse one year after the order granting the variance.
Equity Considerations
Equity review was not needed as this item falls under the general course of business for the Planning
Division.
Recommended Action
Motion to approve a 90-day extension of BZA variance granted for 4501 Merribee Drive.
Majority Vote needed.
Supporting Documents
BZA Minutes - September 27, 2022
184
REGULAR MEETING MINUTES
This meeting was conducted in a hybrid format with in person and remote options for attending,
participating,and commenting.The City used Webex to conduct this meeting and members of the public
were able to monitor the meeting and provide comment by calling in.
Call to Order
The meeting was called to order at 7 pm and the land acknowledgement was read by Chair Carlson.
Roll Call
Members present:Kade Arms Regenold,Chris Carlson,Richard Orenstein,Ellen Brenna
Planning Commissioner
Members absent:Nancy Nelson
Staff present:Jason Zimmerman Planning Manager,Myles Campbell Planner
Approval of Agenda
MOTION made by Orenstein,seconded by Carlson to approve the agenda of September 27,2022,as
submitted.
Motion carried
Approval of Minutes
MOTION made by Carlson,seconded by Commissioner Brenna to approve the August 23,2022 meeting
minutes.
Motion carried
1.Address:4501 Merribee Dr
Applicant:Nancy Lyons
Request:To locate a shed in a front yard closer than the principal structure and 33 feet off of the
required 35 feet to a distance of 2 feet from a front property line.
Jason Zimmerman,Planning Manager,reviewed the request,showed members its location in the
city,and elaborated on its corner location.Staff explained the lot’s current size and explained there’s
a proposal going before City Council in October for an adjacent vacated ROW to be added to the
property.
Zimmerman went on to review the property,the request,and how the ROW vacation and lot
consolidation would address the concrete slab crossing the current property line.The proposal is to
locate the new shed in the front yard”closer than the principal structure and within the 35ft
setback.This portion of the yard acts as a side yard but due to zoning codes on corner lots,it’s
classified as having two front yards.
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Practical Difficulties
As proposed,the shed would be positioned in an area that both functions as a side yard and is
predominately screened from view by the existing fence.The intended size is not excessive
and it is a complementary use commonly found on single family lots.Staff believes the
proposed use is reasonable.
In light of the desire to construct a shed to hold bicycles,yard equipment,and other items,
the applicant notes that due to the topography of the lot there are few places where a shed
could be located while still practically fulfilling that purpose.The conforming portion of the lot
is far removed from the active areas.The dramatic changes in grade as well as the reduced
depth of the yard facing Lee Ave are unique circumstances that are not caused by the
landowner.
The proposed location for the shed is in an area that is shielded from view from the public
right of way by a fence.The portion of the property facing Lee Ave functions as a side yard,
and the current placement of the home is nonconforming in that it sits roughly 12 feet from
the front)property line.While the introduction of the proposed shed would be a change to
the lot,it would be minor and staff believes granting the variance would not alter the
essential character.
Other Considerations
Staff assesses whether the request represents the smallest feasible variance or if there are other
options available:
Given the nature of the site as a corner lot,the only conforming alterative for the placement of
a shed would be at the bottom of the hill in the rear yard.While this would avoid the need for a
variance,its location would be ill served for the intended purpose of providing storage for
bicycles and other equipment typically associated with the garage at the top of the hill).
Alternatively,no shed could be constructed and all items would need to fit within the garage.
Recommendations
Staff recommends approval of the variance to allow an accessory structure to be located closer to
the front setback than the principal structure.
Staff recommends approval for the variance of 33 feet off of the required 35 feet to a distance of 2
feet for an accessory structure from the front property line.
Further,staff recommends including the following condition:
1. The approvals shall be contingent on the final approval by the City Council and the recording of
a plat that combines the existing lot with the vacated right of way along Lee Avenue.
Staff and Board members reviewed the elevation on the lot,the vacated section details,the fence
height,
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Chair Carlson invited the applicant to speak.
Nancy Lyons,Applicant,thanked staff for their presentation and said they were available for questions
but didn’t have any details to add.Applicant added they love their house and want to maintain the
integrity of the home within the neighborhood.
Chair Carlson opened the open forum at 7:15pm.
Lauren Akin
2441 Lee Ave
I live the closest to the shed location and can see its location.I have a lot of confidence the shed will
only add value and I’m not opposed in any way.
Mathews
2420 Lee Ave
I have no objection and support both variances.
Staff received an email comment:
Judith Krause
4508 Meribee
I’m in support of the proposal and project.
There were no remote commenters.
Chair Carlson closed the open forum at 7:17pm.
Chair Carlson opened the Board Discussion.
Member Orenstein noted his agreement with staff analysis and all the requirements are met.Chair
Carlson echoed this statement.Commissioner Brenna added neighbor support of the project adds to
it’s approval.
A MOTION was made by Commissioner Brenna and seconded by Member Orenstein to approve the
variance to allow an accessory structure to be located closer to the front setback than the principal
structure
AND to approve the variance of 33 feet off of the required 35 feet to a distance of 2 feet for an
accessory structure from the front property line with the listed condition.
Motion carried.
2.Address:309 Edgewood
Applicant:Roger Friedell
Request:To allow an increase in average grade over the existing elevation by 2.5 feet,1.5 feet over
what is allowed by right.
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Myles Campbell,Planner started be showing the location in the City and provided a background of
the zoning,the property,topography,and the stormwater concerns at the front of the lot.The
applicant would like to teardown the current home and repair the grading to the home.Raising the
grade at the front elevation triggers the zoning variance request,as the average is increasing from
910.5 elevation to 913 average elevation.Staff represented the contours to illustrate the specific
elevations discussed.
Staff collaborated with Engineering and Environmental staff and noted their recommendation is to
approve a variance relating to average grade but a half foot less than the requested amount.
Practical Difficulties
The increase in grade is correcting an existing site issue that should be corrected given the
opportunity provided by the new build,overall staff finds this request reasonable.
While all lots often have flat or sloped areas in their topography to be worked around,few in
the city have this issue of being at level with their associated street,which many issues in
regards to directing storm water flows.Staff believes the site exhibits unique circumstances.
While the new house will be slightly higher than what is existing in terms of finished floor
elevation,it will not have a second story above the main floor and this variance would not be a
major contributing factor in the change in the lot’s appearance with the new home.Staff
believes that the requested variances will not alter the essential character of the
neighborhood and city.
Other Considerations
Staff assesses whether the request represents the smallest feasible variance or if there are other
options available:
As Engineering staff noted in their review,a lesser variance for increase in average grade could
allow for the applicant to correct the front grading issue without running into issues with
driveway slope or without dropping the walkout level to the same elevation as the floodplain to
the southwest.
Recommendation
Staff recommends denial of a variance to allow an increase in average grade over the existing
elevation by 2.5 feet,1.5 feet over what is allowed by right.
Staff recommends approval of a variance to allow an increase in average grade over the
existing elevation by 2 feet,1 foot over what is allowed by right.
Staff and members reviewed the request as a whole and the potential new home plans.
Chair Carlson invited the applicant to speak.
The applicants weren’t present.
Chair Carlson opened the open forum at 7:35pm.
There were no in person commenters.
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There were no callers.
Chair Carlson closed the open forum at 7:37pm.
Chair Carlson opened the Board Discussion.
Orenstein stated the request seemed reasonable and the grade change is to help the flow.Carlson
added as a homeowner,he would listen to the advisement of the engineering staff and thinks the
staff recommendation and condition is sound.
A MOTION was made by Orenstein and seconded by Carlson to deny the variance to allow an
increase in average grade over the existing elevation by 2.5 feet,1.5 feet over what is allowed by
right.
Motion carried.
A MOTION was made by Orenstein and seconded by Commissioner Brenna to approve a variance
recommended by staff and allow an increase in average grade over the existing elevation by 2 feet,1
foot over what is allowed by right.
Motion carried
3.Address:6601 Plymouth Ave
Applicant:Paul Patton and Barbara Pierson
Request:To construct a three season porch within the shoreland setback 13 feet off of the required 50
feet to a distance of 37 feet from the ordinary high water line.
Jason Zimmerman,Planning Manager,started the presentation by giving the Board a background on
the home and lot as well as it’s location in the City.The rear of the property backs up to Bassett
Creek and a rear deck was constructed in 1999.Staff pointed out that at the time,the interpretation
of the Shoreland setback did not require a variance for the deck though with today’s interpretation
it is shown to be approximately 12 feet inside the required 50 feet setback).
Staff noted the applicant’s details to the proposal:
The porch would be limited to 18 feet wide by 12 feet deep
It would extend into the shoreland setback by no more than 13 feet
It would be elevated with only supporting posts intruding at the ground level
A modified stairway would also be within the setback,but by no more than the amount caused
by the new porch
The porch would not extend into the side setback
110 square feet of patio paving could be removed and replaced with a permeable,planted area
Practical Difficulties
The use of a three season porch,especially in a rear yard,is reasonable and typically would not
trigger the kind of scrutiny generated by this application.If not for the proximity to Bassett
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Creek,staff would have no issue approving the use.Staff believes the proposed use is
reasonable.
While adjacency to Bassett Creek is a limiting factor in seeking approval for the proposed three
season porch,hundreds of other properties across the city face similar regulations and are
generally able to remodel or redevelop in ways that do not require a variance.Staff has offered
a compromise that takes advantage of the portion of the rear yard most accommodating of a
conversion of the nonconforming deck,but does not believe additional expansion is warranted.
Given this option and the preferences of the applicants,staff does not find that unique
circumstances are the cause of the landowner’s problem.
The targeted requirements of the shoreland setback are designed primarily to limit the
intrusion of structures or other uses that may detract from the experience of using the
protected waters in this case,Bassett Creek).The addition of an elevated three season porch
visible from the creek would contradict these efforts.Therefore,due to the sensitive nature of
the Shoreland Overlay District and the importance placed on maintaining the natural
character”of the protected waters,staff believes granting the variance would alter the
essential character.
Other Considerations
Staff assesses whether the request represents the smallest feasible variance or if there are other
options available:
As discussed above,staff believes a three season porch constructed in place of the existing
deck would provide the enclosed experience desired by the applicants while still respecting the
intent of the shoreland setback,though the layout or size may not be the preferred scenario.
Recommendation
Based on the factors above,staff recommends denial of the variance request for 13 feet off of the
required 50 feet to a distance of 37 feet to allow the construction of a three season porch.
Staff and members reviewed the plan,DNR oversight of the creek,the original variance in 1999,
current landscaping,and the expansion of height versus out towards the creek.
Chair Carlson invited the applicant to speak.
Paul Patton,Applicant,thanked staff for their help and guidance through the variance process.
Applicant added that he cares a lot about the ecology of the Creek and has created educational
programs and live streams about local birds and wildlife.
The applicant added that his property is hemmed in on all four sides by modern setbacks and
considers that to equal a unique situation.The applicant’s opinion is that staff’s suggestion to place
the new screened in porch over the deck is worse as it converts the current permeable area into
runoff.He provided reasons why the proposal is not impacting the sightlines,or negatively impacting
the character of the neighborhood,while adding the intrusion of deck posts is not in the floodplain.
The applicant pointed out that staff alternatives would leave a porch either off the bathroom or
require a walkway from the house to the screened in porch.Neither of these options match the
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character of the home nor do they create a welcoming living space that they desire.The applicant
stated a number of neighbors offered to attend and voice support,however he told them that was
not necessary.
Chair Carlson opened the open forum at 8:11pm.
There were no in person commenters.
No remote commenters.
Chair Carlson closed the open forum at 8:41pm.
Member Orenstein looked at the requirements for approving a variance,the request use is
reasonable,the impacts to the neighborhood could go either way,and points out the circumstances
surrounding the request are caused by the homeowner.The circumstance is not unique and
therefore approval fails 1/3.Orenstein added the homeowner seems environmentally conscious and
can understand the desire for a 3 season porch but the group is bound by legalities of the three
requirements.Chair Carlson added he’s struggling with the shoreland district standards regarding the
impacts to the character of the area because the area is a suburban neighborhood.Commissioner
Brenna noted that the City may not have historically done the best job to protect water resources,
that doesn’t negate the need to protect them now and in the future.While this is a tough decision,
she sides with the importance of the shoreland overlay.Member Arms Regenold pointed out the
complexity of the shoreland overlay changing,that the home and deck were built in compliance to
the standards of that time.He added that the unique circumstance may not be the homeowner’s
doing as you’d have to hold them responsible for a house location they inherited when purchasing
the home.
Staff responded that when the deck was constructed it was intended to be out of the overlay and
staff recognizes that the current homeowner shouldn’t be penalized for a past event.Thus,the
compromise of the deck technically being in the overlay,but staff agreeing to an expansion without
adding width.Even though there are structures in the overlay currently,that doesn’t mean the City
needs to continue to impact the overlay and setback.
A MOTION was made by Orenstein and seconded by Carlson to deny of the variance request for 13
feet off of the required 50 feet to a distance of 37 feet to allow the construction of a three season
porch.Denial based on all three requirements not being met,the circumstances are caused by the
landowner.
Motion carried.
4. Address:610 Ottawa Ave N
Applicant:Lori Bosclair
Request:To build a deck off an existing office building,17 feet off the required 35 feet from the west
property line,and 4.5 feet off the required 20 feet from the north property line.
Myles Campbell,Planner,started the presentation by laying out the two variances the applicant is
requesting,the goal is to create an outdoor meeting area for the business.He continued by going
into detail on the lot,its zoning,access points,and parking.
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Practical Difficulties
A space for employees to gather outdoors associated with a principal office use is not wholly
out of place.And while the deck could be reduced in size,overall staff finds this request
reasonable.
Staff does not believe the site exhibits unique circumstances.It is of a relatively standard size
and shape,and is not impeded by floodplains or wetlands.The only physical design challenge
not created by the applicant might be the north sloping topography to the front of the lot.
Rather than avoiding this area however,the proposed deck plans show the deck is located in
this area,and can be constructed despite the topography.
The deck would be visible from Ottawa Ave N and would be closer to that street than either of
the other buildings along the east side of Ottawa.That said,given the few properties along the
street to compare to,staff isn’t concerned about the impact on streetscape.An existing mature
tree to the front of the building would hopefully be preserved along with the deck project
although this point is not addressed by the applicant.Staff believes that the requested
variances will not alter the essential character of the neighborhood and city.
Other Considerations
The deck as shown is quite large,being just over 470 sq.ft.and seating 21.Reducing the size of
the deck could reduce the front setback request or potentially eliminate the needed side
setback request.
Just south of the building,in between it and the parking lot is a gravel area which could be used
to create a patio area for employees to use without needing a variance.
Recommendation
Staff recommends denial of a variance of 17 feet off the required 35 feet to a distance of 18 from the
west property line.
Staff recommends denial of a variance of 4.5 feet off the required 20 feet to a distance of 15.5 feet
from the north property line.
Members and staff discussed greenspace,setbacks,potential impacts to character,the building’s
proximity to the sidewalk,and a potential variance for a patio alternative and the need for regrading.
Chair Carlson invited the applicant to speak.
Lori Bosclair,Applicant,mentioned that the gravel area staff referred to as an alternative location is a
holding space for runoff water and has sump pumps installed there to pump water out.Prior to the
applicant’s ownership of the building,that area had water and mold issues,that area was created for
remediation.She added the unique circumstances aren’t due to the topography but rather the use of the
building;this building is a corporate headquarters.The applicant went on to discuss employee safety and
proper circulation with Covid concerns.
Chair Carlson opened the open forum at 8:44pm.
There were no in person commenters.
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No remote commenters.
Chair Carlson closed the open forum at 8:46pm.
Orenstein commented that he’s struggling to understand the applicant’s definition of unique
circumstances as it’s not the building’s fault that it’s the size it is.Chair Carlson added that in the past
there has been some leniency with setbacks but this request extends beyond that reasonable amount.
Orenstein added he believes it changes the characteristic of the area,Arms Regenold echoed that and
added this request is the biggest percentage of setback variance the group has ever approved.
Chair Carlson asked the applicant if there were other options and they responded they’re amenable to
re submitting a more setback conducive plan.Chair Carlson suggested tabling the request to the
following meeting and reviewing a new plan.Staff requested the Board offer guidance to the applicant
for the next meeting.They discussed layout size changes,reduction in setback variance,and building
footprint.
A MOTION was made by Carlson and seconded by Arms Regenold to table the variance request of a
variance of 17 feet off the required 35 feet to a distance of 18 from the west property line and the
request of a variance of 4.5 feet off the required 20 feet to a distance of 15.5 feet from the north
property line to the following meeting in October 2022.
Motion carried.
Council Member Rosenquist was present and mentioned the following day will be a ribbon cutting
for the Franklin Center,formally known as the Academy of Whole Learning.Rosenquist added HRA
approved a levy for 241,000 and City Council approved a 11.3%tax levy 4 1.
5.Adjournment
MOTION made by Orenstein,seconded by Carlson and the motion carried unanimously to adjourn
the meeting at 8:59 pm.
Motion carried.
Chris Carlson,Chair
Amie Kolesar,Planning Assistant
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EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
4A. Public Hearing and Consideration of Ordinance No. 780 Approving a Zoning Ordinance Text
Amendment for Sacred Communities and Resolution No. 24-031 Authorizing Summary Publication of
the Ordinance
Prepared By
Kendra Lindahl, Planning Consultant
Darren Groth, Assistant Community Development Director
Alma Flores, Community Development Director
Summary
In the 2023 session, the Minnesota Legislature adopted its Omnibus Labor Policy Bills in both the
House and Senate. Within these omnibus bills were sections on the topic of “Sacred Communities”
requiring them to be allowed in all municipalities. These Sacred Communities would be primarily
comprised of residential “Micro-Units,” which could be located on property owned and used by places
of worship and other religious institutions. The majority of regulations and requirements for Sacred
Communities are outlined in state statute, such as being less than 400 square feet, anchored in place,
insulated, providing traditional or low voltage electricity, and utilizing smoke and carbon monoxide
alarms, among others. Golden Valley, along with other communities, must update its zoning code text
to reflect these new requirements.
City planning staff presented this topic to the Planning Commission at the September 11, 2023,
October 9, 2023 and November 13, 2023 meetings. An informal public hearing was held at the March
25, 2024 Planning Commission meeting and the Commission voted to recommend approval of the
draft ordinance with the addition of a condition requiring that city staff hold a community meeting
once the applicant has submitted the plan. Staff continues to recommend approval of the ordinance as
drafted.
This item was discussed at the April 10th City Council Work Session. Council expressed concerns about
the limiting effect of the State Statute and asked for a summary of the issue to be included in this
packet.
Financial or Budget Considerations
N/A
Legal Considerations
The ordinance has been reviewed by legal and those comments were incorporated into the draft
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ordinance.
Equity Considerations
The ordinance was submitted to equity for review and those comments were incorporated into the
draft ordinance. The draft ordinance addresses equity pillars 2, 3 and 4.
Recommended Action
1. Motion to approve Ordinance No. 780 approving Zoning Text Amendment for Sacred
Communities.
2. Motion to approve Resolution No. 24-031 authorizing summary publication of Ordinance No.
780.
Motion 1 (approving the ordinance) requires a simple majority vote. Motion 2 (approving publication)
requires approval from 4/5 of the body to pass.
Supporting Documents
Ordinance No. 780 - Zoning Text Amendment - Sacred Communities
Resolution No. 24-031 - Approving Summary Publication
2024-03-25 Planning Commission Staff Report - Zoning Text Amendment for Sacred
Communities
Planning Commission - Meeting Minutes - 03-25-2024
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ORDINANCE NO. 780
AN ORDINANCE AMENDING THE CITY CODE Amending Chapter 113 - Zoning in Order to Allow
Sacred Communities and Living Quarters Accessory to Religious Institutions in Certain Zoning Districts
The City Council for the City of Golden Valley hereby ordains as follows:
Section 1. City Code Section 113--1 is amended to read as follows:
Sacred Community: A residential settlement established on or contiguous to the grounds
of a religious institution’s primary worship location primarily for the purpose of providing
permanent housing for chronically homeless persons, extremely low-income persons, and
designated volunteers that meets the requirements of Minn. Stat. § 327.30.
Section 2. City Code Section 113-93 is amended to read as follows, with all
subsequent sections renumbered accordingly:
(d)Accessory Uses. The following accessory uses shall be permitted in the Light
Industrial Zoning District:
(1)Essential services, Class II.
(2)Sacred Communities, accessory to a religious institution’s primary worship
location and consistent with the requirements of Minn. Stat. § 327.30.
Section 3. City Code Section 113-94 is amended to read as follows, with all
subsequent sections renumbered accordingly:
(e)Accessory Uses. The following uses shall be permitted in the Assembly
Subdistrict:
(1)Living quarters associated with a place of worship, subject to the following:
a. Living quarters shall be on the same property as the place of worship.
b. The persons residing in the living quarters must be clergy, religious
leaders, employees or otherwise similarly associated with the place of
worship.
c. The living quarters must comply with the development standards in the R-
1 zoning district (Section 113-88(e)).
d. The living quarters shall not be taller or larger than the principal structure.
e. The living quarters shall not count toward the one accessory structure
allowed on each lot.
(2)Sacred Communities, accessory to a religious institution’s primary worship
location and consistent with the requirements of Minn. Stat. § 327.30.
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Ordinance No. 780 -2-May 7, 2024
Section 4. City Code Section 113-96 is amended to read as follows, with all
subsequent sections renumbered accordingly:
(f)Accessory Uses. The following uses shall be permitted in the Assembly
Subdistrict:
(3)Living quarters associated with a place of worship, subject to the following:
a. Living quarters shall be on the same property as the place of worship.
b. The persons residing in the living quarters must be clergy, religious
leaders, employees or otherwise similarly associated with the place of
worship.
c. The living quarters must comply with the development standards in the
R-1 zoning district (Section 113-88(e)).
d. The living quarters shall not be taller or larger than the principal
structure.
e. The living quarters shall not count toward the one accessory structure
allowed on each lot.
(4)Sacred Communities, accessory to a religious institution’s primary worship
location and consistent with the requirements of Minn. Stat. § 327.30.
Section 5. This ordinance shall take effect from and after its passage and publication
as required by law.
Adopted by the City Council this 7th day of May, 2024.
_____________________
Roslyn Harmon, Mayor
ATTEST:
________________________
Theresa J. Schyma, City Clerk
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RESOLUTION NO. 24-031
RESOLUTION AUTHORIZING SUMMARY PUBLICATION OF ORDINANCE NO. 780
WHEREAS, the City has adopted the above referenced amendment of the Golden
Valley City Code; and
WHEREAS, the verbatim text of the amendment is cumbersome, and the expense
of the publication of the complete text is not justified.
NOW THEREFORE, BE IT RESOLVED,BY THE CITY COUNCIL OF THE CITY
OF GOLDEN VALLEY, MINNESOTA that the following summary is hereby approved for
official publication:
SUMMARY PUBLICATION
ORDINANCE NO. 780
AMENDING CHAPTER 113 (ZONING ORDINANCE) TO ALLOW SACRED
COMMUNITIES AND LIVING QUARTERS ACCESSORY TO RELIGIOUS
INSTITUTIONS
This is a summary of the provisions of Ordinance No. 780 which has been approved for
publication by the City Council.
At the May 7, 2024 City Council meeting, the Golden Valley City Council enacted
Ordinance No. 780 amending City Code Chapter 113 to allow Sacred Communities and
Living Quarters Accessory to Religious Institutions in certain zoning districts. The full
ordinance is available to the public at the City Clerk’s Office, 7800 Golden Valley Road
during normal business hours and online at www.goldenvalleymn.gov/code/.
Passed by the City Council of the City of Golden Valley, Minnesota on May 7, 2024.
_____________________
Roslyn Harmon, Mayor
ATTEST:
________________________
Theresa J. Schyma, City Clerk
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1
Date: March 25, 2024
To: Golden Valley Planning Commission
From: Kendra Lindahl, AICP
Consulting City Planner
Subject: Informal Public Hearing – Zoning Text Amendment for Sacred Communities
Background
In its last session, the Minnesota Legislature adopted its Omnibus Labor Policy Bills in both the
House and Senate. Within these omnibus bills were sections on the topic of “Sacred
Communities” requiring them to be allowed in all municipalities. These Sacred Communities
would be primarily comprised of residential “ Micro-Units,” which could be located on property
owned and used by places of worship and other religious institutions. The majority of regulations
and requirements for Sacred Communities are outlined in state statute, such as being less than
400 square feet, anchored in place, insulated, providing traditional or low voltage electricity, and
utilizing smoke and carbon monoxide alarms, among others. Golden Valley, along with other
communities, must update its zoning code text to reflect these new requirements.
City planning staff presented this topic to the Planning Commission at the September 11, 2023,
October 9, 2023 and November 13, 2023 meetings. At those meetings, staff presented
information about eligible lands and presented some draft language to require a conditional use
permit for sacred communities. Additionally, in order to distinguish these new micro-units from
existing living quarters such as rectories and parsonages, staff is suggesting the addition of other
clarifying language within the Institutional - Assembly zoning code text.
Since the meetings last fall, staff has reviewed the statute and discussed options with the City
Attorney and Community Development Director. The statutory language does allow the City to
process these types of requests as a conditional use permit (CUP), but strictly limits the City’s
discretion to deny such a request. MN Statute Section 327.30, Subd. 3 (d) says “Unless the
municipality has designated sacred communities meeting the requirements of this section as
permitted uses, a sacred community meeting the requirements of this section shall be approved
and regulated as a conditional use without the application of additional standards not included in
this section. When approved, additional permitting is not required for individual micro units.” This
limitation is restrictive and we believe that requiring a CUP would be an unnecessary burden to
the applicant because the City has very little discretion to deny the request and the CUP process
delays the project and adds a financial burden to the applicant.
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After going through legal/equity review, the ordinance language has been modified from the last
time the Planning Commission reviewed the proposed amendment and the process has been
streamlined to allow as an accessory use as anticipated by statute.
Summary of Request
Staff recommends amending the zoning ordinance language to allow sacred communities and
accessory living quarters as a permitted accessory use.
Staff Analysis
The City Code does not set specific standards for changing the zoning ordinance text. The City
Council – with the input of the Planning Commission – has a great deal of latitude when
considering such changes. In making a determination, the City should take into account the
purpose of zoning as outlined in the City Code, which is “to regulate land use within the City,
including the location, size, use, and height of buildings, the arrangement of buildings on lots, and
the density of population within the City for the purpose of promoting the health, safety, order,
convenience, and general welfare of all citizens of the City.” (Sec. 113-2)
Staff recommends the following changes with underlined text for the proposed additions to the
City Code and struck through text for the deletions:
The definitions (Section 113-1) should be amended to add the following:
Sacred Community: A residential settlement established on or contiguous to the grounds of a
religious institution’s primary worship location primarily for the purpose of providing permanent
housing for chronically homeless persons, extremely low-income persons, and designated
volunteers that meets the requirements of Minn. Stat. § 327.30.
The Light Industrial (Section 113-93), Industrial (Section 113-94) and Institutional (Section 113-96)
districts should be amended to allow Sacred Communities as an accessory use and living quarters
as an accessory use in the Industrial and Institutional districts. The amendment would be as
follows for the respective ordinance sections:
(d) Accessory Uses. The following accessory uses shall be permitted in the Light
Industrial Zoning District:
(1) Essential services, Class II.
(2) Sacred Communities, accessory to a religious institution’s primary worship
location and consistent with the requirements of Minn. Stat. § 327.30.
And
(e) Accessory Uses. The following uses shall be permitted in the Assembly Subdistrict:
200
3
(1) Living quarters associated with a place of worship, subject to the following:
a. Living quarters shall be on the same property as the place of worship.
b. The persons residing in the living quarters must be clergy, religious leaders,
employees or otherwise similarly associated with the place of worship.
c. The living quarters must comply with the development standards in the R-1 zoning
district (Section 113-88(e)).
d. The living quarters shall not be taller or larger than the principal structure.
e. The living quarters shall not count toward the one accessory structure allowed on
each lot.
(2) Sacred Communities, accessory to a religious institution’s primary worship location
and consistent with the requirements of Minn. Stat. § 327.30.
And
(f) Accessory Uses. The following uses shall be permitted in the Assembly
Subdistrict:
(3) Living quarters associated with a place of worship, subject to the following:
a. Living quarters shall be on the same property as the place of worship.
b. The persons residing in the living quarters must be clergy, religious
leaders, employees or otherwise similarly associated with the place of
worship.
c. The living quarters must comply with the development standards in the
R-1 zoning district (Section 113-88(e)).
d. The living quarters shall not be taller or larger than the principal
structure.
e. The living quarters shall not count toward the one accessory structure
allowed on each lot.
(4) Sacred Communities, accessory to a religious institution’s primary worship
location and consistent with the requirements of Minn. Stat. § 327.30.
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4
Recommended Action
Based on the findings above, staff recommends approval of the proposed zoning ordinance text
amendment.
Attachments:
Draft Ordinance
Zoning Map
MN Stat. §327.30
202
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
1. CALL TO ORDER
AND LAND ACKNOWLEDGEMENT: Chair Brookins called the meeting to order at 6:32 p.m. and
read the Land Acknowledgement.
a. Regular Members Present: Brookins, Ruby, McCormick, Cohen, and Segelbaum
b. Regular Members Absent: Barnstorff and Meredith
c. Student Member, Status: Benjamin Fricke, Present
d. Staff Members Present: Alma Flores, Community Development Director
Darren Groth, Assistant Community Development Director
Christine Costello, Housing & Econ. Dev. Manager
Maria Cisneros, City Attorney
Kendra Lindahl, City Planning Consultant
e. Council Liaison Present: None
2. APPROVAL OF AGENDA: Cohen motioned to approve as presented, Ruby seconded.
Commission voted 5-0 to approve. Motion carried.
3. APPROVAL OF MINUTES: March 11, 2024, Regular Meeting Minutes.
Item Continued to next meeting.
4. STAFF INTRODUCTIONS: Darren Groth, Assistant Community Development Director
Christine Costello, Housing & Econ. Dev. Manager
5. INFORMAL PUBLIC HEARING FOR MINOR SUBDIVISION LOCATED AT 227 PAISELY
LANE AND 220 EDGEWOOD AVENUE NORTH
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommended approval of Minor Subdivision, subject to the findings and conditions
in the report.
c. Discussion ensued.
d. The applicant spoke in favor of the request.
e. Chair Brookins opened the public hearing at 6:45 p.m.
f. Three citizens spoke in opposition to the request.
g. Chair Brookins closed the public hearing at 6:55 p.m.
h. Chair Brookins requested a motion.
i. Ruby moved to approve the motion, as recommended by staff.
j. Cohen seconded.
k. The Commission voted 5-0 to recommend APPROVAL.
203
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
6. INFORMAL PUBLIC HEARING FOR ZONING MAP AMENDMENT, FUTURE LAND USE
PLAN AMENDMENT, PRELIMINARY PLAT, AND CUP LOCATED AT 6100 GOLDEN VALLEY
ROAD
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommends approval of the following based on the findings and conditions in the
staff report.
c. Discussion ensued.
d. The applicant spoke in favor of the request.
e. Chair Brookins opened the public hearing at 7:33 p.m.
f. No comments were provided during the hearing.
g. Chair Brookins closed the public hearing at 7:33 p.m.
h. Ruby moved to approve the motion for the Future Land Use Plan Amendment to change
the guided land from Medium Density Residential to Office
i. McCormick seconded.
j. The Commission voted 5-0 to recommend APPROVAL of the Future Land Use Plan
Amendment.
k. Ruby moved to approve the motion for the Zoning Map Amendment to rezone the property
from R-3 to Office.
l. McCormick seconded.
m. The Commission voted 5-0 to recommend APPROVAL of the Zoning Map Amendment.
n. Ruby moved to approve the motion for the Preliminary Plat.
o. McCormick seconded.
p. The Commission voted 5-0 to recommend APPROVAL of the Preliminary Plat.
q. Commission Ruby moved to approve the Conditional Use Permit, with the following five
(5) conditions:
i. The applicant shall follow the conditions in the Staff Report presented by Lindahl.
ii. The applicant shall monitor site parking and, when requested by the City, provide
information about how site parking will be managed, if cueing or parking begins to
impact access on Golden Valley Road.
iii. A City Stormwater Management permit is required for the construction. That permit
will require submittal of civil drawings with demolition, grading/stormwater, utility,
site, etc. for review and approval by staff.
iv. The applicant shall submit a snow management plan for the site.
v. Open turf areas shall use pervious materials.
r. Segelbaum seconded.
s. The Commission voted 5-0 to recommend APPROVAL, with conditions.
204
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
7. INFORMAL PUBLIC HEARING FOR ZONING ORDINANCE TEXT AMENDMENT FOR
SACRED COMMUNITIES.
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommends approval of the following based on the findings and conditions in
the staff report.
c. Discussion ensued.
d. No person was present to speak at the public hearing.
e. Cisneros spoke to add clarification to the agenda item.
f. Ruby moved to approve the motion for the Zoning Ordinance Text Amendment, with
the following condition:
i. Staff shall hold a public meeting once a permit application is submitted.
g. Segelbaum seconded.
h. The Commission voted 4-1 (Brookins) to recommend APPROVAL, with conditions.
8. COUNCIL LIAISON REPORT: None
9. STAFF UPDATES: None
10. OTHER BUSINESS: None
11. ADJOURNMENT: Chair Brookins adjourned the meeting at 8:45 p.m.
Approved by:
Atest By:
Commissioner McCormick,
Secretary
Darren Groth, AICP, CPM
Community Development Asst. Director
205
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
4B. Public Hearing on Proposed Improvements for the Zane Avenue and Lindsay Street Reconstruction
Project, Project #23-02, Resolution No. 24-032
Prepared By
RJ Kakach, PE, Assistant City Engineer
Scott Haupt, PE, Project Manager, SEH
Summary
Background: 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. These streets along with
the underground infrastructure were originally constructed in the 1960s and have reached the end of
their design life. The project was initially brought to City Council in the mid 2000s, but the project was
tabled due to funding shortages.
Proposed Design: The proposed street widths in the commercial areas of Zane Avenue and Lindsay
Street will be 30-feet wide and the residential portion of Lindsay Street will be 26-feet wide (Refer to
the Attached Map). These proposed widths are consistent with the City's Pavement Management
Policy for street widths and MSAS design standards. The project was presented to City Council at the
March 6, 2024 City Council meeting and not approved. After the meeting, staff evaluated potential
costs associated with widening the commercial areas on Zane and Lindsay to 32' and the residential
portion on Lindsay to 28'. Estimated costs associated with widening each street type by 2' range from
an additional $34K for widening the residential area to $193K for widening all streets by 2' from the
current design. These cost increases are estimated to raise assessment rates by up to $400/unit for
residential properties and $5/LF for commercial properties. Staff added additional signage along
Lindsay Street to the proposed plan to help deter truck traffic from driving in the residential area.
Additional truck deterrence methods could be used like vegetation or landscaping to demark the
transition from commercial to residential and vice versa.
In addition to the street improvements, the project includes installation of a new sidewalk along Zane
Avenue consistent with the City's 2040 Comprehensive Plan. The Union Pacific Railroad crossing on
206
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 approved 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 Avenue and Lindsay Street Project 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 $11,100 per
residential unit in the project area and $155/LF for commercial and industrial properties in the project
area are estimated. 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. 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 rates 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:
June 13, 2024 - Open Bids for Zane/Lindsay
July 16, 2024 - Award Contract Zane/Lindsay
July 16, 2024 - Public Hearing for Special Assessments
August 15, 2024 - Start Construction
September 30, 2025 - Complete Construction
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
*$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.
207
These financing sources are consistent with the City’s 2024 Capital Improvement Plan. Special
assessments will be used to reimburse the Street Improvement Fund and will cover a minimum of 20%
of the Street Improvement costs for the project.
It is important to note that the State Aid dollars and ARPA dollars need to have a project awarded by
December 31, 2024 in order to utilize these funding sources.
Legal Considerations
The public hearing process and advertisement for bids process has been reviewed by the City Attorney
for compliance with all applicable State Statutes. In addition, the community development
department has instituted a project coordination group to ensure compliance across finance, city
manager, and legal are met.
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. 24-032 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 of the body for approval.
Supporting Documents
Zane and Lindsay Project Location Map
Zane & Lindsay Project Summary
Zane and Lindsay Feasibility Report
Zane and Lindsay Project Manual
Zane and Lindsay Plans
Resolution No. 24-032 Resolution Zane Lindsay Feasibility Construction Plans
208
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Zane Ave / Lindsay StReconstruction P roject
209
PROJECT BACKGROUND
The City of Golden Valley evaluates streets for type and extent of
pavement distresses. These distresses are analyzed by a software
program that gives each street a Pavement Quality Index (PQI)
rating in the good, fair, or poor range.
Generally, streets with a PQI in the poor range have pavements that
have failed entirely. Since these streets are considered to be among
the worst in the City, major rehabilitation, such as reconstruction or
pavement reclamation, is usually the most cost-effective solution.
Zane Avenue North, which is a Municipal State Aid Street (MSAS),
and Lindsay Street within the project area have been evaluated and
determined as a priority for major rehabilitation since the early 2000’s.
In 2005 the City Council authorized the preparation of a feasibility
report to rehabilitate the streets as part of the 2007 Pavement
Management Program (PMP) project. The project was put on hold
until 2021 when the City Council again authorized the preparation
of a feasibility report to rehabilitate 0.80 miles of Zane Avenue North
and Lindsay Street.
PUBLIC ENGAGEMENT
As part of the public engagement process, 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.
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. 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 city representative
responsible for communicating project updates and respond to any
questions or concerns from business owners during construction.
ZANE AVENUE NORTH AND LINDSAY
STREET RECONSTRUCTION PROJECT
55
100
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d.Douglas Dr.Zane Ave.Union Pacific RRLilac Dr.Olson Memorial
Hwy Service Rd.
Lindsay St.
ESTIMATED COST AND FUNDING
ESTIMATED 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
PROJECT FUNDING
II Sewer and Water Reserve Fund $ 2,100,000
‡ Storm Sewer Improvement Fund $ 850,000
*‡ Street Improvement Funds $ 6,500,000
† Bicycle and Ped. Improvement Funds $ 300,000
Railroad Crossing Improvement Funds $ 300,000
Estimated Total Project Funding $ 10,050,000
* Street Reconstruction Bonds are sold, paid back with
Special Assessments
† Fully funded by MSA funds
‡ Partially funded by MSA funds
II Partially funded by ARPA Funds
PRELIMINARY SPECIAL
ASSESSMENT RATES:
○$11,100 per single-family residential unit
○$155 per linear foot of frontage for other zonings
○Approximately 20% of the street construction costs
EXISTING CONDITIONS
STREETS:
○Mainly concrete pavement, except for bituminous
pavement on ends of Zane Avenue North and east
end of Lindsay Street
○Concrete curb and gutter along both streets
○Constructed in the 1960s.
○Existing width: 40-feet (measured face of curb
to face of curb)
○Concrete pavement section: 6.5” to 8” of concrete
over 6” to 16” of gravel base
○Bituminous pavement section: 7.5” to 8” of
bituminous over 0” to 10” of gravel base
CONCRETE PAVEMENT DISTRESSES:
○Longitudinal and transverse joint spalling, durability
cracking, panel cracking, panel breaking, faulted joints,
faulted panels, and patching.
BITUMINOUS PAVEMENT DISTRESSES:
○Longitudinal and transverse cracking, alligator
cracking, edge cracking, and patching.
SUBGRADE SOILS:
○Loose to medium dense fill soils overlying glacial
till soils typically classified as clayey sand.
○Groundwater 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.
CITY OWNED UTILITIES (SANITARY
SEWER, WATER, STORM SEWER):
○Constructed during initial development in the
1950’s and 1960’s.
EXISTING SANITARY SEWER:
○Eight-inch and nine-inch diameter clay pipes, cast iron
pipes (CIP), and ductile iron pipe (DIP).
○A Closed Circuit Television (CCTV) identified distresses
that are consistent with the age and pipe material.
EXISTING WATER MAIN:
○12-inch diameter CIP on Zane Avenue North
and 8-inch CIP on Lindsay Street.
○Water main maintenance records indicate a history of
water main breaks and maintenance issues consistent
with other water mains of the same age and material.
EXISTING STORM SEWER:
○Reinforced concrete pipe (RCP) and concrete
catch basins and manholes.
○Existing catch basins collect runoff from the project
area and direct stormwater via concrete pipes into a
trunk line that runs along the UPRR track.
ANTICIPATED PROJECT SCHEDULE:
○5/7/2024 – Public Improvement Hearing and
Authorization to Advertise for Bidding
○5/23/2024 – Begin Advertising Project for Bidding
○6/13/2024 – Bid Opening
○7/16/2024 – Assessment Hearing and Award
Construction Contract
○Jul 2024 thru Nov 2024 (Estimated)
– Construction Phase 1
○Apr 2025 thru Aug 2025 (Estimated)
– Construction Phases 2 and 3
○Fall 2025 – Construction Completed
PROJECT
LOCATION
210
THE PROPOSED DESIGN
DESIGN CRITERIA
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.
Municipal State Aid Streets (MSAS) in urban industrial areas, with no parking, are required to be a minimum of 28’ wide
(measured face of curb to face of curb, or F-F) and a minimum of nine tons structural axle load design.
It is the City of Golden Valley’s practice to narrow the residential streets in project areas to minimize stormwater runoff,
minimize impacts to adjacent trees and landscaping, and to reduce construction and maintenance costs of the pavements.
The City Council adopted a motion to amend the Pavement Management Policy to adjust the standard street width to 26’ F-F
at their October 20, 2020 meeting for all future residential construction projects.
In the City of Golden Valley’s 2040 Comprehensive Bicycle and Pedestrian Plan, Zane Avenue North within the project area
is identified as recommended for pedestrian improvements.
MSA streets must meet minimum stormwater requirements including stormwater spread, which affects catch
basin spacing, pipe capacity, and pipe diameter.
TYPICAL SECTIONS
STREET WIDTHS:
○Zane Avenue North: 30-feet, measured face
of curb to face of curb (F-F)
–No parking resolution proposed
○Lindsay Street Commercial: 30-feet, measured
face of curb to face of curb (F-F)
○Lindsay Street Residential: 26-feet, measured
face of curb to face of curb (F-F)
PAVEMENT SECTIONS:
○Zane Avenue North: 7.5-inches of bituminous
over 6-inches of aggregate base
○Lindsay Street Commercial: 7.5-inches of bituminous
over 6-inches of aggregate base
○Lindsay Street Residential: 4.5-inches of bituminous
over 6-inches of aggregate base
○All Streets: B618 concrete curb and gutter
SUBGRADE CORRECTIONS:
○3-foot (minimum) subgrade excavation with select
granular backfill (sand) below aggregate base layer
○Perforated PVC draintile at bottom of sand section,
running behind and parallel to the curb and gutter.
PEDESTRIAN FACILITIES:
○Zane Avenue North: 8-foot wide concrete sidewalk
adjacent to back of curb
–Pedestrian ramps with truncated domes
at each driveway and street crossing
UNION PACIFIC RAILROAD (UPRR):
○New concrete crossing panels and signals at
UPRR crossing of Zane Avenue North
CITY-OWNED UTILITIES:
○Sanitary Sewer: Cured-in-Place-Pipe (CIPP)
lining with spot replacements
○Water main: All new water main (PVC), gate valves,
fittings, and services (HDPE) to the right-of-way line
○Storm Sewer: All new (RCP) storm sewer pipe,
manholes and catch basins
ZANE AVENUE NORTH AND LINDSAY
STREET RECONSTRUCTION PROJECT https://bit.ly/366Bh9b
211
Feasibility Report
Zane Avenue and Lindsay
Street Improvements
City of Golden Valley, Minnesota
City No. 23-02 SAP 128-408-002
GOLDV 163618 | May 7, 2024
212
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
May 7, 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: May 7, 2024 License No.: 54949
Reviewed By: Scott D. Haupt, PE Date: May 7, 2024
Short Elliott Hendrickson Inc.
3535 Vadnais Center Drive
St. Paul, MN 55110-3507
651.490.2000
213
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
214
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
215
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.
216
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.
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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
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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.
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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.
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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.
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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 summer 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.
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These 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.
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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.
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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.
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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
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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.
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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.
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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
229
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
230
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 $11,100 per single-family residential
unit, and $155 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 $1,124,210.35.
231
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.
232
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 the contractor shall split the project up into three phases. The
first phase will be constructed in 2024 and the remaining two phases will be completed
in 2025. The UPRR facilities are proposed to be constructed in 2025 due to additional
coordination required between the City and UPRR. 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.
233
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
234
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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
2/21/20245/7/2024 235
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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.5/7/2024238
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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
2/21/20245/7/2024 239
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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
5/7/2024 240
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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
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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
5/7/2024 242
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2055A2055
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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
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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, MINNESOTA2/21/20245/7/2024244
Appendix A
Summary of Property Owner Comments
245
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 Comments246
Appendix B
Preliminary Assessment Roll
247
Preliminary Special Assessment RollZANE AVENUE AND LINDSAY STREET RECONSTRUCTIONCity Project 23-02RESIDENTIAL ASSESSMENT RATE= $11,100.00STATE-AID FRONT FOOTAGE RATE= $155.00OTHER ZONINGS LOCAL STREET= $155.00RES. 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 MPLS190.0040$29,450.00$29,450.003311821220006 6005 GOLDEN VALLEY RD GOLDEN VALLEY MN 55422 D & S RENTALS LLC361.7230$56,066.60$56,066.603311821210059 5525 LINDSAY ST GOLDEN VALLEY MN 55422 G W LAWRENCE ET AL TRUST134.402, 162$22,200.00$22,200.003311821210058 5535 LINDSAY ST GOLDEN VALLEY MN 55422 S F KAROLEWSKI & B M EPSTEIN149.142, 172$22,200.00$22,200.003311821210041 5540 LINDSAY ST GOLDEN VALLEY MN 55422 CLIFTON PROPERTIES LLC181.171, 181$11,100.00$11,100.003311821210042 5600 LINDSAY ST GOLDEN VALLEY MN 55422J PALMISANO & K PALMISANO132.0011$11,100.00$11,100.003311821210048 5605 LINDSAY ST GOLDEN VALLEY MN 55422 CATHARINE W NISAM227.3022$22,200.00$22,200.003311821210043 5620 LINDSAY ST GOLDEN VALLEY MN 55422 MICHAEL A BERGQUIST ET AL108.9211$11,100.00$11,100.003311821210047 5625 LINDSAY ST GOLDEN VALLEY MN 55422 LEO L ANDERSON JR ETAL125.0511$11,100.00$11,100.003311821210044 5640 LINDSAY ST GOLDEN VALLEY MN 55422 A E DIETZ & A DIETZ TRSTES110.0011$11,100.00$11,100.003311821210046 5645 LINDSAY ST GOLDEN VALLEY MN 55422 R A ANDERSON/D M L ANDERSON136.1311$11,100.00$11,100.003311821210045 5660 LINDSAY ST GOLDEN VALLEY MN 55422 DENISE LA MERE-ANDERSON100.0011$11,100.00$11,100.003311821210056 5735 LINDSAY ST GOLDEN VALLEY MN 55422 LAKELAND MGMT SERVS INC256.5970$39,771.45$0.00$39,771.453311821230004 5900 OLSON MEMORIAL HWY GOLDEN VALLEY MN 55422STORE MASTER FUNDING XVI LLC528.8830$0.00$81,976.40$81,976.403311821230003 815 ZANE AVE N GOLDEN VALLEY MN 55422 TENNANT COMPANY642.734, 130$0.00$99,623.15$99,623.153311821210055 900 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP273.014, 120$0.00$42,316.55$42,316.553311821230001 925 ZANE AVE N GOLDEN VALLEY MN 55422 HEINRICH ENVELOPE CO118.3040$0.00$18,336.50$18,336.503311821220002 925 ZANE AVE N GOLDEN VALLEY MN 55422 HEINRICH ENVELOPE CO405.1240$0.00$62,793.60$62,793.603311821210054 1000 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP497.845, 120$40,310.85$36,854.35$77,165.203311821210052 1100 ZANE AVE N GOLDEN VALLEY MN 55422 GBC PARTNERS LLP387.205, 100$39,122.00$20,925.00$60,047.003311821220007 1109 ZANE AVE N GOLDEN VALLEY MN 55422 IMF LLC543.754, 190$0.00$84,281.25$84,281.253311821210051 1114 ZANE AVE N GOLDEN VALLEY MN 55422 DM LLC255.004, 90$0.00$39,525.00$39,525.003311821220004 1250 ZANE AVE N GOLDEN VALLEY MN 55422 TENDRIL INVESTMENTS LLC221.003, 80$0.00$34,255.00$34,255.003311821210065 5510 LINDSAY ST GOLDEN VALLEY MN 55422 JONATHAN KIM & MELISSA KIM68.702, 6, 210.5$5,550.00$5,550.003311821210064 5520 LINDSAY ST GOLDEN VALLEY MN 55422 M F ADLER TR/ADMORE PROP LLC59.962, 211$11,100.00$11,100.003311821210063 5530 LINDSAY ST GOLDEN VALLEY MN 55422 HOLLY SHEETS81.0011$11,100.00$11,100.003311821210053 28 GOLDEN VALLEY MN 55422 IMF LLC340.445, 190$39,593.20$13,175.00$52,768.203311821240025 701 LILAC DR N GOLDEN VALLEY MN 55422 TENNANT COMPANY1,121.193, 140$0.00$173,784.45$173,784.453311821230004 5509 LINDSAY ST GOLDEN VALLEY MN 55422 V SIVRIVER & I SIVRIVER81.906, 15, 220.5$5,550.00$330,847.50$793,362.85$0.00$0.00$1,124,210.351) 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 - ResidentialLEVIED ASSESSMENTS DEFERRED ASSESSMENTS
248
249
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
May 7, 2024
250
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251
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: May 7, 2024 Lic. No. 54949
Reviewed By: Scott Haupt
Date: May 7, 2024
252
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253
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., Thursday, June 13, 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/49KYBEx
Or call in (audio only)
+1 872-242-7640, United States, Chicago
Phone Conference ID: 593 795 713#
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.
254
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 9096298 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 May 7, 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.
255
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
256
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\\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
258
259
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
260
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
261
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
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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
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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
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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.
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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:
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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:
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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.
268
Proposal Form
Contractor Questionnaire
PF-4
269
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
270
Proposal Form
Contractor Questionnaire
PF-6
Subcontractor Name Contract Name Value of Work Major Work Items
271
Proposal Form
Contractor Questionnaire
PF-7
Certified as true and correct this ______ day of , 20__.
____________________________________
(Company Name)
____________________________________
(Authorized Signature)
____________________________________
(Title)
____________________________________
(Signer Printed Name)
272
Proposal Form
PF-8
Line
No. Item No. Description Unit
Est.
Quantity
Base Bid
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 For Information Only Fill In Online Bid Worksheet273
Proposal Form
PF-9
Line
No. Item No. Description Unit
Est.
Quantity
29 2104.602 REMOVE MANHOLE (SANITARY) EACH 2
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 For Information Only Fill In Online Bid Worksheet274
Proposal Form
PF-10
Line
No. Item No. Description Unit
Est.
Quantity
57 2502.603 6" PERF PVC PIPE DRAIN (W/ SOCK) LF 4676
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 For Information Only Fill In Online Bid Worksheet275
Proposal Form
PF-11
Line
No. Item No. Description Unit
Est.
Quantity
86 2504.602 ADJUST VALVE BOX - WATER EACH 1
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 For Information Only Fill In Online Bid Worksheet276
Proposal Form
PF-12
Line
No. Item No. Description Unit
Est.
Quantity
115 2506.502 CONSTRUCT DRAINAGE STRUCTURE DES 96-4020 EACH 1
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
142 2531.603 CONCRETE SILL LF 2096
143 2531.604 8" CONCRETE DRIVEWAY PAVEMENT (HIGH EARLY) SY 725 For Information Only Fill In Online Bid Worksheet277
Proposal Form
PF-13
Line
No. Item No. Description Unit
Est.
Quantity
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 284.15
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 SODDING TYPE LAWN (W/ 4" TOPSOIL) SY 11543
168 2575.604 MULCH MATERIAL, TYPE SPECIAL (4" THICK) SY 225
169 2575.604 HYDRAULIC MULCH MATRIX (W/ 4" TOPSOIL, SEED & HYDRAULIC
MULCH)
SY 722
170 2573.502 STORM DRAIN INLET PROTECTION EACH 85
171 2582.603 4" SOLID LINE YELLOW - MULTI-COMPONENT (WR) LF 400
172 2582.603 24" SOLID LINE WHITE - MULTI-COMPONENT (WR) LF 122 For Information Only Fill In Online Bid Worksheet278
Proposal Form
PF-14
Line
No. Item No. Description Unit
Est.
Quantity
173 2582.603 4" BROKEN LINE YELLOW - MULTI-COMPONENT (WR) LF 550
174 2582.618 PAVEMENT MESSAGE - MULTI-COMPONENT (WR) SF 124
175 2582.618 CROSSWALK MULTI COMP (WR) SF 744
176 SPEC PROV F&I MANHOLE BAFFLE (STORM) SF 81.5
BID ALTERNATE A - SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD
177 SPEC PROV CHEMICAL GROUT GAL 155
178 SPEC PROV SEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 17
179 SPEC PROV SEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDER EACH 14
BID ALTERNATE B - SANITARY SEWER WYE LINERS
180 SPEC PROV SERVICE WYE LINER - 8" MAIN X 6" WYE EACH 17
181 SPEC PROV SERVICE WYE LINER - 9" MAIN X 6" WYE EACH 14
For Information Only Fill In Online Bid Worksheet279
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:
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281
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)
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\\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:
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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
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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
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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.
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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,
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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
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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
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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. STEEL CASING PIPE (2504) ............................................................................................ 36
57. MANHOLES AND CATCH BASINS (2506) ....................................................................... 37
58. FURNISH AND INSTALL MANHOLE BAFFLE .................................................................. 38
59. FURNISH AND INSTALL CASTING ASSEMBLY (2506) .................................................. 40
60. FURNISH AND INSTALL CASTING FRAME (NEENAH R-1733 FRAME) (2506) ............ 40
61. INSTALL SALVAGED COVER (2506) ............................................................................... 41
62. RECONSTRUCT MANHOLE STRUCTURE (2506) .......................................................... 41
63. ADJUST FRAME & RING CASTING (2506) ...................................................................... 42
64. RANDOM RIPRAP (2511) ................................................................................................. 42
65. WALKS (2521) ................................................................................................................... 42
66. CONCRETE CURB AND GUTTER (2531) ........................................................................ 43
67. CONCRETE SILL (2531) ................................................................................................... 44
68. 7” COMMERCIAL CROSS GUTTER DRIVEWAY (2531) ................................................. 44
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69. CONCRETE DRIVEWAY PAVEMENT (2531) ................................................................... 45
70. INSTALL SALVAGED MAILBOX AND SUPPORT (2540) ................................................. 46
71. INSTALL SALVAGED RETAINING WALLS (2540) ........................................................... 46
72. INSTALL SALVAGED LANDSCAPE MATERIALS (2540) ................................................. 46
73. INSTALL SALVAGED CONCRETE PAVERS (WALK) (2540) .......................................... 47
74. FURNISH AND INSTALL CONCRETE PAVERS (WALK) (2540) ..................................... 47
75. INSTALL SALVAGED CHAIN LINK FENCE (2557) .......................................................... 47
76. INSTALL SALVAGED BRICK OR ROCK LANDSCAPE EDGING (2540) ......................... 47
77. TRAFFIC CONTROL AND MAINTENANCE (2563) .......................................................... 48
78. INSTALL SALVAGED SIGNS (2564) ................................................................................. 49
79. FURNISH AND INSTALL SIGN TYPE C (2564) ................................................................ 50
80. FURNISH AND INSTALL SIGN TYPE SPECIAL (2564) ................................................... 50
81. TREES AND SHRUBS AS SPECIFIED (2571) ................................................................. 51
82. TEMPORARY TREE PROTECTION FENCING (2572) ..................................................... 52
83. EROSION AND SEDIMENTATION CONTROL (2573) ..................................................... 52
84. TURF ESTABLISHMENT (2575) ....................................................................................... 53
85. LANDSCAPE EDGING (2575) ........................................................................................... 55
86. MULCH MATERIAL (2575) ................................................................................................ 55
87. PAVEMENT MARKINGS (2582) ........................................................................................ 56
88. RESTORATION ................................................................................................................. 56
89. CLEAN PIPE SEWER ........................................................................................................ 56
90. SANITARY SEWER MAIN REPAIR ................................................................................... 56
91. SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION
METHOD (BID ALTERNATE A) ......................................................................................... 62
92. SANITARY SEWER SERVICE WYE LINING (BID ALTERNATE B) ................................. 73
93. SANITARY SEWER SERVICE REPLACEMENT PROGRAM ........................................... 82
94. PROCEDURES IN THE EVENT OF A SEWAGE SPILL ................................................... 82
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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: June 13, 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
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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 August
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
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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.
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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.
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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.
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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
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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.
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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.
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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
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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.
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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
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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
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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.
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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
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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.
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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
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(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
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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.
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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.
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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
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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
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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.
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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
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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
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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
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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
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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.
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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.
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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.
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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.
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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
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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.
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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
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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.
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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
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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. STEEL CASING PIPE (2504): The unit price bid per linear foot for 24” Steel
Casing Pipe (jacked) shall be considered compensation in full to install steel
casing pipe in accordance with the plans and these specifications. It shall
include all equipment, materials and labor to install the casing pipe by trenchless
method, including excavation of launching and receiving pits, installation of
carrier pipe inside casing pipe, and removal of existing casing and carrier pipe.
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Casing spacers, end seals, cathodic protection, and air blown sand to fill annular
space between casing and carrier pipe shall be considered incidental to the unit
bid price per linear foot for 24” Steel Casing Pipe (jacked).
Casing pipe shall be new, Grade B steel with welded joints and a minimum yield
strength of 35,000 psi. The inside diameter of the casing pipe shall be large
enough to go around the existing casing pipe, but no smaller than four (4) inches
greater than the outside diameter of the bell of the carrier pipe. The minimum
wall thickness for the casing pipe shall be in accordance with the following table.
Min. Wall Thickness Diameter of Casing Pipe
3/8” (0.375”) Over 18” – 22”
7/16” (0.4375”) Over 22” – 28”
1/2" (0.5000”) Over 28” – 34”
Casing spacers shall be type 304 stainless steel with abrasion resistant polymer
runners, elastomeric PVC liners, and type 304 stainless steel fasteners. End
seals shall be a minimum 1/8 inch thick manufactured synthetic rubber casing
end seals with stainless steel bands and fasteners.
Cathodic protection shall include a minimum 30 pound magnesium anode placed
at each end of the casing and flush mount test stations at each end of the casing
located behind the back of curb as directed by Engineer. Test stations and
associated wiring shall conform to the tracer wire specifications as described in
the appendices.
Contractor shall install new casing pipe outside of the existing casing pipe.
Verification of existing casing pipe size to confirm new casing size, including all
excavations and restorations, shall be considered incidental to the unit bid price
per linear foot for 24” Steel Casing Pipe (jacked).
57. MANHOLES AND CATCH BASINS (2506): All Manholes and Catch Basins
shall be constructed in accordance with the Provisions of Section 2506 of
MnDOT Specifications, except as modified herein.
The use of a manhole debris catcher equal or equivalent to that provided
by Grappler Specialty Products (www.grapplerusa.com) must be used when
constructing, adjusting or reconstructing drainage structures on this
project. The intent is to catch falling debris such as mortar, soil, etc. All
costs related to providing and use of such product shall be considered incidental
to such construction, adjustment or reconstruction of structures.
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
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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.
58. FURNISH AND INSTALL MANHOLE BAFFLE: The unit price bid per square
foot to furnish and install Manhole Baffle shall be considered compensation in full
for all materials, equipment and labor to install a SAFL Baffle, The Preserver
(Momentum Environmental) or approved equal, into each size Design 4020
Drainage Structure complete, in-place as specified in the plans, in accordance
with the manufacturer’s recommendations and as directed by the Engineer.
Measurement for payment will be made by surface area of the installed baffle,
with the width being the diameter of the sump manhole being fitted, and the
height being the vertical height of the panel or panels installed. A supplier of the
SAFL Baffle is Upstream Technologies, Chanhassen, Minnesota, telephone:
651.295.3369. A supplier of The Preserver is Brock White Company, St. Paul,
Minnesota, telephone: 651.647.0950.
Requests for products to be accepted as approved equal must be submitted to
the Engineer a minimum of two weeks prior to the bid opening. Detailed product
information must be submitted showing the approved equal condition (efficiency
test results, material specifications, etc.). Approved equal products will be
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.
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Contractor shall install the baffle at the elevation shown on the plans, with a
vertical tolerance of +/- 0.5 inches. The baffle must also be installed at the
horizontal midpoint of the sump, perpendicular to the inlet pipe. The top and
bottom rails of the baffle must be level, with no tolerance on levelness. Upon
completion of installation, baffle panels may overlap as much as 2 inches, or the
edges of adjacent panels may touch one another without overlapping. However,
no gap is allowed between baffle panels.
SAFL Baffle
Materials –
1. Baffle Panels
a. Stainless steel shall be Type 304.
b. Stainless steel shall have a minimum yield strength of 31,000 pounds
per square inch (psi).
c. Modular baffle panels shall be manufactured to allow insertion through
the City’s standard storm sewer castings.
d. Minimum panel height of 33, 44, or 54 inches as determined by inlet
size (see Plans).
e. Minimum panel thickness shall be 1/8 inch.
2. Frame
a. Shall consist of 1” x 1” square stainless steel tube with 1/8” thick walls.
b. Connector on top and bottom frame rails shall consist of a solid square
stainless steel bar measuring 7/8” by 7/8” in cross section.
3. Anchor Bolts
a. Must be 3/8” Diameter.
b. Must have a mechanism, approved by the Engineer, that expands
against the sides of a hole drilled in the concrete structure wall, to
secure the bolt.
c. Minimum pullout strength of each anchor shall be 2,200 pounds and
minimum shear strength shall be 2,500 pounds.
4. Screws and Bolts
a. Must conform to MnDOT 3319.2E.
The Preserver (Momentum Environmental)
1. Construct Structural Pollution Control Devices (SPCDs):
The storm sewer system designed for this project includes SPCDs. These
structures shall be commercially available products that are fabricated and
constructed in accordance with the applicable provisions for manholes and
catch basins as defined in these project Specifications, the manufacturer’s
recommendations, and the following:
a. Materials Requirements:
i. Connections shall be watertight, either via elastomeric seals or
cemented by the Contractor using non-shrink grout.
ii. Internal components and hardware shall be made of non-corroding
material only – stainless steel, aluminum, reinforced concrete,
fiberglass, or copolymer plastic.
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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.
59. 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.
60. 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.
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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.
61. 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.
62. 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.
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63. ADJUST FRAME & RING CASTING (2506): The unit price bid for adjusting
each frame and ring casting shall be considered compensation in full including,
but not limited to, furnishing new adjusting rings, sealing the rings and casting,
bituminous patching, sawing necessary to raise the castings and setting them to
the elevation designated by the Engineer, and in accordance with the detail. This
applies to existing structures only, which are not receiving a new casting.
Compensation for adjusting, sawing, patching and sealing rings and castings on
structures constructed, reconstructed or furnished and installed under this
Contract shall be included in the unit price bid for such construction or
reconstruction. Adjustment rings shall be the same diameter as top slab opening.
Contractor shall adjust all castings within the roadway to 1/4-inch below the
finished pavement surface within 48 hours after the base course paving is
complete.
The use of a manhole debris catcher equal or equivalent to that provided
by Grappler Specialty Products (www.grapplerusa.com) must be used when
constructing, adjusting or reconstructing sanitary and storm manholes on
this project. The intent is to catch falling debris such as mortar, soil, etc.
All costs related to providing and use of such product shall be considered
incidental to such construction, adjustment or reconstruction of structures.
64. 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.
65. WALKS (2521): The unit price bid for each thickness of concrete walk shall be
considered compensation in full to construct the walk in accordance with MnDOT
Specification 2521, these Specifications and to the full satisfaction of the
Engineer.
A. Excavation and Embankment (2106): The excavation and embankment shall
be constructed in accordance with the provisions of Section 2106, except as
modified herein.
At locations where fill is required to construct the walk, Contractor shall
utilize select granular borrow at the unit price bid per ton and compact the
fill material using the “Ordinary Compaction Method”.
B. Concrete Pedestrian Ramp (2521): All concrete pedestrian ramps shall be
constructed in accordance with the Provisions of MnDOT 2521, except as
modified herein.
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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.
66. CONCRETE CURB AND GUTTER (2531): Concrete Curb and Concrete Curb
and Gutter shall be placed in accordance with the provisions of MnDOT
Specification 2531, and these Specifications.
Replacement of curbs and driveway panels will be paid for under the bid items
for 2531 Concrete Curb and Gutter Design B612, B618 or D412, Concrete Curb
Design B6, and 6” or 8” Concrete Driveway Pavement. Removals of existing
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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.
67. 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.
68. 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.
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69. 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.
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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.
70. 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.
71. 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.
72. 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.
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73. 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.
74. 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.
75. 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.
76. 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.
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77. 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
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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.
78. 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.
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79. 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.
80. 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
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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.
81. 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.)
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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.)
82. 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.
83. 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
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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.
84. 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.
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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,
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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.
85. 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.
86. 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
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compensated for by the area in square yards of mulch material acceptably
placed.
87. 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.
88. 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.
89. 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.
90. 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.
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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 September 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
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
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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.
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.
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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
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.
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4. The cured liner shall conform to the following minimal structure
standards listed herein:
Standard Value
Tensile Strength ASTM D638 3,000 psi
Flexural Modulus of Elasticity ASTM D790 250,000 psi
Flexural Strength ASTM D790 4,500 psi
5. The fabric liner shall be fabricated to the size such that when
installed, will fit the internal circumference of the pipe. Contractor
shall allow for circumferential stretching during insertion for such
sizing.
6. Contractor shall certify that CIPP shall meet the chemical
resistance requirements of ASTM F1216, Appendix X2.
When requested by the Engineer, Contractor shall submit test results from
previous field installations in the USA of the same resin system and tube
materials as proposed for the actual installation. These test results must
verify that the CIPP physical properties specified have been achieved in
previous field applications. Testing samples for this project shall be made
and tested at the Contractor’s expense.
It shall be the responsibility of the City to provide locations of all manhole
access points. Contractor shall be responsible for making the manholes
accessible for the Work. Any traffic control deemed necessary by the
Engineer shall be provided by Contractor, and included in the lump sum
price for Traffic Control.
1. CIPP liner insertion shall be performed in accordance with the
manufacturer’s recommendations, and in such a way to fully extend
the tube to its termination point, hold the tube tight against the pipe
wall, and produce dimples at service connections and flared ends
at maintenance holes. Lubricants may be used as necessary.
Care shall be taken so as not to over-stress the liner material.
2. Temperature gauges shall be placed to determine the temperature
of the incoming and outgoing water from the heat source. Another
such gauge shall be placed inside the tube at the remote end to
determine the temperature at that location during the cure cycle.
Contractor shall supply a suitable heat source and water circulation
equipment to deliver hot water throughout the section to be cured
by means of a pre-strung hose to uniformly raise the water
temperature above the temperature required to effectively cure the
resin in accordance with the manufacturer’s recommendations.
3. Contractor shall maintain the manufacturer’s recommended
hydrostatic pressure and temperature throughout the curing
process and for the duration recommended by the manufacturer.
Compressible gases such as air or steam shall not be used.
4. Initial cure shall be considered complete when the exposed
portions of the pipe are hard and sound and the remote
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temperature sensor indicates that the temperature is high enough
to create an exotherm.
5. Contractor shall slowly cool the hardened pipe liner in a
temperature below 100 degrees F before releasing the hydrostatic
pressure. Cool down may be accomplished by introducing cool
water into the inversion standpipe to replace water drained from a
small hole placed in the downstream end. Final pressure release
shall be slow to avoid development of a vacuum in the newly
formed pipe liner.
6. A tight seal shall be achieved at the ends of the liner. If this is not
achieved, then a seal must be achieved by applying a coating of a
resin mixture compatible with the liner material at the manholes.
7. Steam curing shall not be used unless Contractor meets the
following qualifications:
a. Contractor shall be licensed and certified by the
manufacturer of the CIPP Lining process and have
successfully completed at least 5 CIPP Lining Projects and
aggregate length of at least 10,000, of which 2,000 linear
feet must be greater than 9-inch pipe using steam curing.
b. Each installation crew must be directly supervised by a
dedicated foreman having previously supervised the
successful installation of at least 5 CIPP Lining Projects and
aggregate length of at least 10,000, of which 2,000 linear
feet must be greater than 9-inch pipe using steam curing.
Contractor shall reopen branch connections to buildings without
excavation using a remote-controlled cutting device monitored by a
video television camera.
Contractor shall certify he/she has a minimum of two (2) complete working
cutter units plus spare key components on the site before each lining
process begins.
After the sewer lining is complete, Contractor shall re-establish all
active service connections as soon as practical and before any
adverse effect is experienced by the 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.
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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.
91. 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.
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
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limited to, removing all roots, protruding taps, mineral deposits and
loose pieces of pipe, as deemed necessary by the Engineer (paid
for under Clean Pipe Sewer bid item).
5. Contractor shall remove residual grout after sealing is completed as
directed by the Engineer.
6. Additional safety considerations including safely handling, mixing,
and transporting of chemical grouts should be provided by the grout
manufacturer/supplier, and should include safe operating practices
and procedures, appropriate personal protective equipment (PPE)
for the various grouting operations, and proper storage,
transportation, mixing, and disposal of grouts, additives, and their
associated containers.
7. Requires completion of grout handling and mixing training
certification from the grout manufacturer/supplier for personnel
working with chemical grouts and additives.
B. RELATED SECTIONS
1. Sanitary Sewer Main Repair Section in this document
2. Standard Utilities Specifications for Sanitary Sewer Installation, and
Trench Excavation and Backfill/Surface Restoration, Revised 2013,
prepared by the City Engineer’s Association of Minnesota (CEAM)
and published by the League of Minnesota Cities, St. Paul
Minnesota, except as modified by these Special Provisions
C. QUALITY CONTROL
1. No change of material, design values, or procedures specified
herein may be made during the course of the Work without the prior
written approval of the Engineer.
D. SUBMITTALS
1. Contractor shall provide a minimum 48-hour advance written notice
of proposed testing schedules and testing procedures for review
and concurrence of the Engineer.
2. Equipment operating procedures and systems.
3. Chemical Grout information:
a. Description of chemical grout materials to be used per section
PRODUCT.C.
b. Description of proposed additives to be used per section
PRODUCT.D.
c. Manufacturers recommended procedures for storing, mixing,
testing and handling of chemical grouts.
d. MSDS sheets for all materials to be used.
4. Identify the manufactures & models of the packers to be utilized on
the Project.
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.
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a. Identification of the sewer pipe section tested by assigned
sewer ID or house address for lateral connections, and length.
b. Type of pipe material, diameter & depth of pipe to the surface at
manholes.
c. Length of pipe sections between joints.
d. Test pressure used and duration of test.
e. Pass/fail results for each joint/connection tested.
f. Location stationing of each joint/connection tested and location
of any joints/connections not tested with an explanation for not
testing.
g. Volume of grout material used on each joint or connection.
h. Gel set time used (cup test results from tanks)
i. Grout mix record of the batches mixed including amount of grout
and catalyst, additives, temperature of the grout solution in
tanks.
j. Name of the operator conducting testing and sealing shall be
noted on the reports.
k. Video recordings
i. Video recording shall include sealing operations for each
joint/lateral (including inflation and deflation over the
joint/lateral) displaying the final air test of joints or laterals.
ii. Additional final recording, shall include inspection of the pipe
or lateral after all grouting work is complete.
E. REFERENCE STANDARDS TO BE USED
1. ASTM F2304 Standard Practice for Rehabilitation of Sewers using
Chemical Grouting (latest revision)
2. ASTM F2454 Standard Practice for Sealing Lateral Connections
and lines from the Mainline Sewer Systems by Lateral Packer
Method, Using Chemical Grouting (latest revision)
F. METHOD OF MEASUREMENT
1. SEAL MAIN TO LATERAL CONNECTION WITH 3’ BLADDER
a. Measure by the each size sealed lateral connection, pipe to
each size of sewer main.
b. Measure by the gallon for the chemical grout required to
effectively seal each lateral connection.
c. Includes mobilization, notification of affected 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
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service to each affected property Owner.
h. Includes all materials, equipment, and labor needed to bypass
the flow around each lateral connection to be sealed.
i. Includes all materials, equipment, and labor needed to test the
lateral connection before and after grouting.
j. Includes cleaning residual grout after sealing.
k. In the event that sealing fails, it includes all materials,
equipment, and labor needed to access the failed pipe, repair
the failure to the satisfaction of the Engineer, and restore the
affected area to the satisfaction of the Engineer.
l. Includes all materials, equipment, and labor needed to prepare
and submit to the Engineer submittals requested in Article
GENERAL.D above.
m. Includes all materials, equipment, and labor needed to prepare
and submit to the Engineer the digital CCTV files for inspection
work after sealing has been completed.
G. BASIS OF PAYMENT
1. Payment for acceptable quantities of sealing with chemical grout
shall be at the contract unit price listed on the Bid Form. All
associated work items are incidental.
2. Contractor shall be advised that the actual number of services
sealed and grouted will be determined after the mainline CCTV (by
others) is reviewed by the City after the Project is bid. No claim
shall be made for increased or decreased quantities.
PRODUCTS
A. TESTING AND SEALING EQUIPMENT
1. The basic equipment used for mainline pipe joints and for laterals
connected to the mainline shall consist of a remotely operated color
television camera capable of pan and tilt, joint testing device
(referred to hereafter as a packer), and test monitoring equipment.
The equipment shall be constructed in such a way as to provide
means for introducing air under pressure into the void area created
by the expanded ends of the packer against the host pipe and a
means for continuously measuring, viewing and recording the
actual static pressure of the test medium and grout within the void
area only. The packer shall be of a size less than the diameter of
the host pipe, with the cables at either end used to pull it through
the line and may be constructed in such a manner as to allow a
restricted amount of sewage to flow at all times. Packer shall be
expanded by air pressure. Packers shall be of low void space
construction with void volume given by the packer manufacturer.
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
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being sealed with an effective sealing length of at least 18 inches.
Where the lateral is capped, utilize alternate lateral sealing plug or
equipment sized appropriately for the capped lateral.
3. Void pressure data shall be transmitted from the void area to the
monitoring equipment or video picture of a pressure gauge
mounted on the packer and connected to the void area. All test
monitoring shall be above ground and in a location to allow for
simultaneous and continuous observation of the televising monitor
and test monitoring equipment.
4. Sealing equipment shall consist of the packer, appropriate pumping
and hosing systems capable of supplying an uninterrupted flow of
sealing materials to completely fill the voids. Grout pumping
system shall be sized to deliver a mixed volume of grout at a
minimum of 3 gpm and 30 gallons of uninterrupted flow within 10
minutes.
5. Volume of mixed grout pumped must be capable of being
measured and recorded for each sealed joint/connection.
Generally, the equipment shall be capable of performing the
specified operations in sewers where flows do not exceed 25
percent of pipe diameter unless permitted by Engineer.
6. Connection and lateral service sealing shall be accomplished using
the lateral sealing plugs and push packers specified above.
Provide back-up bladders for each packer on-site at all times during
grouting procedures.
7. Equipment for cleaning lateral blockages shall be readily available
while any lateral sealing work is being performed.
B. GROUTS - GENERAL
1. All grout materials must have the following characteristics:
a. While being injected, the grout must be able to react
/perform in the presence of water (groundwater).
b. The ability to increase grout mix viscosity, density and gel
strength by increased concentration of constituents or the
use of approved additives.
c. The cured grout must withstand submergence in water
without degradation.
d. The resultant grout formation must be homogeneous and
prevent the passage of water (infiltration) through the pipe
joint.
e. The grout must not be biodegradable.
f. The cured grout should be chemically stable and resistant to
organics found in sewage.
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.
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C. CHEMICAL GROUTS
1. Water based chemical grouts shall have the following
characteristics:
a. A minimum of 10% acrylamide base material by weight in
the total grout mix. A higher concentration of acrylamide
base material is recommended to increase strength or offset
dilution during injection.
b. The ability to tolerate some dilution and react in moving
water during injection.
c. A viscosity of approximately 2 centipoise, which can be
increased with approved additives.
d. A controllable reaction time from 10 seconds to 1 hour.
e. A reaction (curing) that produces a homogenous, chemically
stable, non-biodegradable, firm, flexible gel.
f. The ability to increase mix viscosity, density and gel strength
by increased concentrations of the mix constituents or by the
use of approved additives.
g. Product Manufacturer:
i. Avanti AV-100, Avanti AV-118; or equal.
D. ADDITIVES
1. At Contractor's discretion and according to field conditions,
additives may be selected and used within the manufacturers
recommended quantities.
E. Strengthening Agents
1. For joint sealing, a latex or “diatomaceous earth” additive may be
added to increase compressive and tensile strength. The quantity
of strengthening agent additive shall be as recommended by the
manufacturer and approved by Engineer. Product Manufacturer:
a. Avanti AV-257 Icoset; or equal.
F. Root Inhibitor
1. When roots are present, for joint and lateral connection joint
sealing, a root deterrent chemical shall be added to control root re-
growth. The quantity of inhibitor shall be as recommended by the
manufacturer and approved by Engineer.
2. Product Manufacturer:
a. Avanti AC-50W; or equal.
3. Dye - A manufacturer approved water soluble dye without trace
metals may be added to the grout tank(s) for visual confirmation.
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.
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6. When using non soluble additives the grout tanks must have
mechanical mixing devices to keep the additives in suspension and
maintain a uniform solution of grout and additive.
EXECUTION
A. CONTROL TESTS
1. Packer Tests - Demonstrate the acceptable performance of air test.
a. To insure the accuracy, integrity and performance
capabilities of the testing equipment, a demonstration test
will be performed in an above-ground 8” nominal diameter
test cylinder suitable to contain the full length of the packer
and sustain the void test pressure. The test cylinder shall be
equipped with a void release valve to exercise a controlled
release of pressurized air from the void area to test the
packer under both sound and leaking conditions. The test
cylinder shall also be equipped with a local pressure gauge
(0-25 psi) within the void space.
i. With the void release valve sealed, inflate the packer
and air test void at 7-10 psi. The observed void
pressure at the test cylinder pressure gauge must be
within ±1.0 psi of the reading in the control center/studio
void pressure gauge and follow both up and down
pressure changes (allowing time for pressure
equalization).
ii. If above test is passed, crack the release valve to
simulate a very small leak. The cylinder shall be
equipped with a void release valve to exercise a
controlled release of the test media with the associated
pressure drop to be equally displayed ±1.0 psi of the
cylinder gauge and test monitoring equipment.
b. After entering each pipeline segment with the test
equipment, but prior to the commencement of joint testing,
position the packer on a section of sound sewer pipe
between pipe joints, and perform a test as specified. The
equipment shall hold a 7-10 psi test pressure for a period of
15 seconds with a pressure drop of less than 1 psi. In the
event of a failed test, repair any defective equipment and re-
test to verify proper operation of all equipment at no
additional compensation. Should it be found that the surface
or porosity conditions of the barrel of the sewer pipe cannot
meet the joint test requirements, then the performance
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
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performance of joint testing work if the Engineer suspects
the testing equipment is not functioning properly.
2. Pump Tests - At the beginning of the contract, prior to application of
grout, perform a pump test to determine if proper ratios are being
pumped from the grout component tanks at the proper rates and to
measure pump rates. Use separate containers to capture the
discharges from each of the grout component hoses, to simulate
the actual volumes of each component through the interconnect
hoses, hose reel and length of grout hose and confirm accuracy of
grout pump totalizer. Take corrective action if ratios or rates are
not within manufacturer’s recommended standards.
3. Grout Tests - Perform and record a grout gel test in the presence of
the Engineer by recording the grout tank solution temperature,
catalyst tank solution temperature, ambient air temperature in truck,
and gel time of the sample whenever the following conditions occur:
a. At the beginning of each day; the material in the hoses shall
be recycled to the tanks and a sample shall be taken.
b. When new batches of grout are mixed.
c. Whenever the temperature in the tanks or ambient
temperature have changed by more than +/- 10°F from the
previous gel test.
B. PIPE PREPARATION
1. Prior to the application of the chemical grout materials, Contractor
shall thoroughly clean the sewer designated to receive the chemical
grout. Cleaning shall constitute removal of all roots and loose
debris and solids which inhibit proper seating of the packer.
Removal of hardened materials such as concrete shall be
considered beyond the scope of this work.
2. The City shall have cleared the designated sewer line(s) of
obstructions such as dropped joints, protruding lateral connections,
and broken pipe / crushed pipe which will prevent the use of the
grouting equipment. If the CCTV inspection reveals a condition for
which an applicable pay item has not been included on the
Schedule of Prices, Contractor shall inform the Engineer. Engineer
may choose to make a point repair or will direct Contractor to
abandon the section of pipe or lateral connection scheduled for
sealing.
C. GROUT PREPARATION
1. Follow the manufacturer’s recommendations for the mixing and
safety procedures.
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.
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3. During the grouting process, the Grouting Technician shall monitor
the grout component tanks to make sure that proper ratios are
being pumped. If unequal levels are noted in the tanks, repeat the
pump test as described above and correct any defective
equipment.
4. Gel times shall be calculated using the following formula unless
Contractor experience and/or field conditions dictate otherwise.
Any alterations of the gel time formula shall be approved by the
Engineer.
5. Packer/Pipe void shall be defined as the volume between the
inflated packer and the inside pipe wall when the packer is inflated
per manufacturer recommendations. For example: an 8” pipe with a
packer void space of 0.3 gallons and a 3 gpm pumping rate would
provide
D. TESTING AND SEALING DEFECTS
1. Testing and Sealing shall only be performed on those lateral
connections as directed by the Engineer.
2. Testing and Sealing will not be required on pipe exhibiting the
following conditions or characteristics:
a. Longitudinally cracked, fractured or broken pipe.
b. Sections of the pipe with structural defects between joints.
c. Any sections of pipe or joints or lateral connections that are
in such poor structural condition that in the judgment of
Engineer or Contractor, significant structural damage of the
pipe would occur as a result of testing or sealing.
3. Any structurally undamaged joint that structurally fails (breaks)
during testing and sealing that are documented on video to have
been done under normal pressure conditions shall be the City’s
responsibility and cost to repair.
4. Seal all circumferential cracks and fractures or other defects as
specified or as directed by Engineer. Do not test or seal any other
pipe defects unless so specified or shown, or directed by Engineer
to do so. Any structurally failed pipe or joint that is sealed at the
Engineer’s direction that further fails/breaks during testing and
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.
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=gpmRatePumping
galSpaceVoidPacPipeofVolumeTimeGel
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galTimeGel
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E. LATERAL CONNECTION TESTING PROCEDURE
1. Lateral connection joint testing pressure shall be equal to 0.5 psi
per vertical foot of pipe depth plus 2 psi; however, test pressure
shall not exceed 10 psi without approval of the Engineer.
2. Air testing lateral connections shall be accomplished by isolating
the area to be tested with the lateral connection packer and by
applying positive pressure into the isolated void area. A pan and tilt
camera shall be used to position the lateral packer for laterals
directly connected to the mainline sewer. The lateral bladder shall
be inverted from the mainline assembly into the lateral pipe and
inflated. The mainline elements shall then be inflated to isolate the
lateral connection and the portion of the lateral to be tested. A
sensing unit shall monitor the pressure of the packer void and will
accurately transmit a continuous readout of the void pressure to the
control panel at the grouting truck or to a pressure gauge on the
packer recorded by the CCTV camera.
3. The test procedure will consist of applying a controlled air pressure
into each isolated void area. Air shall then be slowly introduced
into the void area until a pressure equal to or greater than the
required test pressure, but in no cases greater than 2 psi above the
required test pressure, is observed on the pressure monitoring
equipment. Once the designated pressure in the isolated void is
displayed on the meter of the control panel, the application of air
pressure will be stopped and a 15 second waiting period will
commence. The void pressure will be observed during this period.
If the void pressure drop is greater than 2.0 psi within 15 seconds,
the lateral shall be considered to have failed the air test and shall
be grouted and retested.
4. After completing the air test for each individual lateral specified
herein, deflate the lateral packer, with the void pressure meter
continuing to display void pressure. If the void pressure does not
drop to 0.0 +/- 0.5 psi, the equipment shall be adjusted to provide a
zero void pressure reading at the monitor.
F. SEALING GENERAL
1. Seal all joint and lateral connections that failed the pressure test, or
as specified or as directed by the Engineer, by the injection
method. This shall be accomplished by forcing grout through a
system of pumps and hoses into and through the joints of the sewer
from the packer within the sewer pipe. Remove excess grout from
pipe and laterals. Excess grout shall be defined as a thickness of
grout that given its location, size and geometry, could cause a
blockage. Flush or push forward to the next downstream manhole,
remove from the sewer system, and properly dispose of excess
grout.
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G. LATERAL CONNECTION SEALING FROM THE MAINLINE BY PACKER
INJECTION GROUTING
1. Lateral connection sealing begins if the lateral connection does not
pass the air test, shows evidence of leakage, has been successfully
cleaned to remove roots, or where Contractor has been directed.
The lateral packer shall remain in position during the pressure test,
thus maintaining the isolated void. Pressure inject grout through the
lateral packer into the annular space between the lateral sealing
plug and the lateral pipe.
2. When pumping grout, operate the pumps until the mixed grout has
flowed through any joint failure, through any annular space, and
into the surrounding soil; gelled or filled the available void space;
formed a cohesive seal stopping further grout flow; and minimum of
8 psi back pressure is achieved while pumping. As grout pumping
continues the void pressure will slowly rise to a range of about 2 to
4 psi, continue pumping until a point where there is a sudden
increase in the void pressure. This increase from 2 to 4 psi to over
8 to 10 psi takes place in a matter of a few seconds. If the grout
pumped exceeds 1 gallon per foot of lateral bladder plus 3 gallons,
it will be suspected that there are significant voids on the outside of
the pipe or that the packer is not properly sealed. Check that the
packer is sealed properly. If it is, modify grouting procedure to
stage grouting by pumping additional grout equivalent to 1 gallon
plus 0.25 gallon per foot of lateral bladder, waiting 1 full minute, and
retesting. The maximum number of stages shall not exceed two
stages unless authorized by Engineer.
3. Upon completion of the lateral connection sealing procedure,
deflate the lateral bladder, re-inflate and air test the lateral
connection a second time to confirm the sealing of the connection
in accordance with the air testing procedure. If the lateral
connection fails this air test, repeat the grouting procedure at no
additional cost to the City, except for the additional grout used. Air
tests after grouting laterals containing roots is not required.
4. Confirm lateral flow after sealing of each lateral connection. If a
grout blockage exists, Contractor shall immediately clear the lateral
at no additional cost to the City. Blockages in the lateral that are
not the result of sealing operations shall not be the responsibility of
Contractor.
5. After sealing lateral connections (with the appropriate size lateral
bladder), a thin residual grout film may be present inside the lateral
wall. The amount of residual grout film present is dependent on the
lateral bladder used, geometry of the lateral and positioning of the
packer. This thin layer of cured grout is normal and will eventually
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.
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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.
92. 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.
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
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G. ASTM F2561-06
System Description
A. CIPP:
1. This work shall occur after the Sanitary Sewer Main Repair via
lining is complete.
2. All lining required under this Contract must be completed at least
two (2) weeks prior to placement of the bituminous wearing course
(in the first area worked in).
3. The service lateral lining shall provide a one-piece, homogenous,
cured in-place full circle main to lateral non-leaking connection
lining by air inversion with no overlapping materials. The CIPP shall
cure into a hard, impermeable liner pipe of the submitted and
approved thickness and form a structurally sound liner pipe with a
uniformly smooth interior providing hydraulic flow equal to or
greater than the existing lateral in original condition.
4. The inverted lateral CIPP lining must be able to invert to a minimum
distance of 18 inches while being able to compromise 4” and 6”
lateral connections including lateral diameter changes with main
pipe diameters of diameters of 8” through 12”.
5. Must heat cure (steam). No ambient cure allowed.
6. The one-piece CIPP main to lateral lining will incorporate
hydrophilic non-caulk solid gasket sealing technology & the use of
compressible materials in the main CIPP portion and at the
termination of the lateral liner.
7. Soft caulk gaskets, collar type systems, two-piece systems,
systems where the lateral is pulled in-place and CIPP connection
systems that are based on adhesion will not be allowed.
8. Insert hydrophilic waterstop on the upstream end of the CIPP
Blindshot.
9. All main to lateral sewer service lining connections shall comply
with or latest revision of ASTM F2561-06.
10. No cleanout required for CIPP method Blindshot.
11. Contractor Qualifications:
(a) Contractor shall be licensed and certified by the
manufacturer of the CIPP Blindshot process and have
successfully completed at least 10 CIPP Blindshot
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
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rehabilitations using the manufacturer proposed and using
the specific method of installation and curing proposed.
Submittals
A. Product Data: Submit manufacturer product literature and application and
installation requirements for materials used in the liner, including:
1. A copy of the license and or certification as issued by the
manufacturer.
2. A resume for each proposed foreman responsible for the
supervision of installations. The resume shall include name,
employment history (5 years), current position within the
organization, current responsibilities, proposed project
responsibilities, and certifications.
3. Documentation of meeting experience requirements in System
Description Paragraph A.3. Include references with names and
contact information.
4. Submit structural design calculations and specification data sheets
listing all parameters used in the liner design and thickness
calculations based on Appendix XI of ASTM F1216 for each lateral.
All calculations shall be prepared under and stamped by a
Professional Engineer registered in the State of Minnesota.
5. Proposed plan for bypassing sewer.
6. Installation and quality control plan, including Sewage Bypass
Pumping Plans, mainline sewer and lateral cleaning plan and
cleanliness requirements, liner shot plan and sequence, liner
installation standard procedures, temperature monitoring plan, odor
controls procedures, and plan to manage flow to/from laterals
during lining for consideration and approval by the Engineer.
7. Curing schedule for each shot, including heating, curing, and cool-
down schedules for consideration and approval by the Engineer.
8. Hydrophilic end seal material to be used and method of installation.
9. Contingency Plan, including methods and equipment to be used to
repair unacceptable liner defects, for removing failed liners, and for
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.
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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.
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.
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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:
(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.
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(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.
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.
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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.
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.
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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.
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.
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(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.
(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.
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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.
93. 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.
94. 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.
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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
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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
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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
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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
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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
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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.
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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
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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
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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
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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
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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.
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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.
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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.
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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
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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.
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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
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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
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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.
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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
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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
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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
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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.
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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.
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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
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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.
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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
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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
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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
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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,
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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: Tim Kieffer
7800 Golden Valley Road
Golden Valley, MN 55427
tkieffer@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.
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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
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421
Appendix A
Technical Specifications and Planting Details for Furnishing and Installation of Trees
and Shrubs
422
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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.
423
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.
424
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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.
425
Appendix B
Construction Striper Operations Daily Log
426
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
427
Appendix C
Asbestos and PCB Information Sheets
428
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
429
Appendix D
Erosion Control Inspection Form
430
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
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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:
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Appendix E
Accessibility, Design, Policy and Implementation Manual for Public Rights-of-Way
433
A COPY OF THE COMPLETE MANUAL IS AVAILABLE
AT THE OFFICE OF THE CITY ENGINEER
434
Appendix F
Sewer/Water Utility – Tracer Wire Specification
435
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.
436
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.
437
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.
438
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.
439
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.
440
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)
441
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 442
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
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TRACE WIRE
WATER SERVICE DETAIL
May 28, 2014 443
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
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TRACE WIRE
HYDRANT DETAIL
May 28, 2014 444
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
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TRACE WIRE
SAMPLE SEWER PLAN
May 28, 2014
N
NO SCALE
445
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 446
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 447
Appendix G
Online Bidding Instructions
448
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.
449
- 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.
450
Appendix H
Geotechnical Investigation
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
Appendix I
Suspension/Debarments Notice to Bidders
496
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
497
Appendix J
State Funded Contract Special Provisions Division A - Labor
498
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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)
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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
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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
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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)
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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
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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
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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
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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
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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)
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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)
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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
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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
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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
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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
512
Appendix K
Prevailing Wages for State Funded Construction Projects
513
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 Revised: 2024-02-05
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
514
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
515
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
516
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
517
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
518
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 38.06 25.20 63.26
2024-04-29 40.02 26.40 66.42
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
519
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
520
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
521
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
522
Appendix L
Notice of Truck Rental Rate Certification and Effective Date
523
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
524
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
525
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
526
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
527
Appendix M
Union Pacific Railroad Pipeline Crossing Agreement 03328-47
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
Appendix N
Union Pacific Railroad Pipeline Encroachment Agreement 0783985
544
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
545
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.
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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.
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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: _________________________________
548
549
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 ____________________________________
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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
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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.
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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.
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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
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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;
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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
556
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.
557
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
558
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.
559
Appendix O
RailPros Project and Billing Form
560
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:
561
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:
562
Observation Rates:
Flagging Rates:
563
Appendix P
Union Pacific Railroad Third-Party Flagging Policy
564
565
Appendix Q
Union Pacific Railroad Work Plan Form
566
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.
567
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
568
Appendix R
Union Pacific Railroad Guidelines for Track & Ground Monitoring
569
Union Pacific Railroad
GUIDELINES FOR
TRACK & GROUND MONITORING
CALL BEFORE YOU DIG
1-800-336-9193
570
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
571
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)572
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.
573
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.
574
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.
575
Appendix S
Union Pacific Railroad Guidelines for Temporary Shoring
576
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
577
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
578
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.
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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.
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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.
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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.
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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
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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.
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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.
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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.
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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.
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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
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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.
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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
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▪ 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.)
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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)
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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.
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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′
)
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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.
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(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.
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• 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.
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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.
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FIGURE 4
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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
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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.
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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
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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
603
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
604
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
605
UPRR & BNSF GUIDELINES FOR TEMPORARY SHORING, 12/7/2021 29
TABLES FOR SOIL SPECIFICATIONS
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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.
607
Appendix T
Union Pacific Railroad Contractor Safety Requirements
608
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
609
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.
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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:
611
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.
612
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.
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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.
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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:
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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
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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.
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Save: 2/23/2024 11:43 AM sprall Plot: 4/16/2024 7:33 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TL.dwg
STEPHEN PRALL5/7/202454949I 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 CROSSING185-033Y618
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: 4/15/2024 11:35 AM sprall Plot: 4/16/2024 7:33 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg
EQ15/7/202454949STEPHEN 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 STREETIMPROVEMENTS619
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: 4/15/2024 11:35 AM sprall Plot: 4/16/2024 7:33 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg
EQ25/7/202454949STEPHEN 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 STREETIMPROVEMENTS620
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 CSF284.15201.9033.0049.251562564.518SIGN 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 STRAWLF9178131672575.604SODDING TYPE LAWN (W/ 4" TOPSOIL)SY11543710144421682575.604MULCH MATERIAL, TYPE SPECIAL (4" THICK)SY2251251001692575.604HYDRAULIC MULCH MATRIX (W/ 4" TOPSOIL, SEED & HYDRAULIC MULCH)SY7227221702573.502STORM DRAIN INLET PROTECTIONEACH8558271712582.6034" SOLID LINE YELLOW - MULTI-COMPONENT (WR)LF4004001722582.60324" SOLID LINE WHITE - MULTI-COMPONENT (WR)LF122110121732582.6034" BROKEN LINE YELLOW - MULTI-COMPONENT (WR)LF5505501742582.618PAVEMENT MESSAGE - MULTI-COMPONENT (WR)SF1241241752582.618CROSSWALK MULTI COMP (WR)SF744744176SPEC PROVF&I MANHOLE BAFFLE (STORM)SF81.5046.5035.00BID ALTERNATE A - SANITARY SEWER SERVICE WYE SEALING VIA GROUT PACKER INJECTION METHOD177SPEC PROVCHEMICAL GROUTGAL1556095178SPEC PROVSEAL 8" MAIN TO 6" LATERAL W/ 3' BLADDEREACH17314179SPEC PROVSEAL 9" MAIN TO 6" LATERAL W/ 3' BLADDEREACH1495BID ALTERNATE B - SANITARY SEWER WYE LINERS180SPEC PROVSERVICE WYE LINER - 8" MAIN X 6" WYEEACH17314181SPEC 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: 4/15/2024 11:35 AM sprall Plot: 4/16/2024 7:33 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618EQ.dwg
EQ35/7/202454949STEPHEN 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 STREETIMPROVEMENTS621
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: 4/16/2024 7:34 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618CN1.dwg
CN15/7/202454949STEPHEN 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.622
GV-STRT-030eVallyendloGGV-STRT-070eVallyendloGGV-STRT-170eVallyendloGGV-STRT-180eVallyendloGeVallyendloGGV-STRT-210G
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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: 4/16/2024 7:36 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg
5/7/202454949STEPHEN 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 DETAILS623
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: 4/16/2024 7:37 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg
5/7/202454949STEPHEN 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 DETAILS624
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: 4/16/2024 7:39 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg
5/7/202454949STEPHEN 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 DETAILS625
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: 4/16/2024 7:40 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg
5/7/202454949STEPHEN 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 DETAILS626
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: 4/16/2024 7:41 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT1.dwg
5/7/202454949STEPHEN 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 DETAILS627
D6Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:41 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN628
D7Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN629
D8Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN630
D9Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN631
D10Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN632
D11Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN633
D12Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN634
D13Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN635
D14Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN636
D15Save: 4/5/2023 3:06 PM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618DT2.dwg
5/7/202454949STEPHEN 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 PLAN637
TB1Save: 1/15/2024 11:01 AM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg
5/7/202454949STEPHEN 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 TOTALS13111316.904169725638
TB2Save: 1/15/2024 11:01 AM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg
5/7/202454949STEPHEN 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 STRUCTURESCHEDULE639
TB3Save: 1/15/2024 11:01 AM sprall Plot: 4/16/2024 7:42 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB1_EXIST.dwg
5/7/202454949STEPHEN 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 TOTALS121213234804723640
TB4Save: 2/21/2024 3:36 PM sprall Plot: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg
5/7/202454949STEPHEN 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)31417641
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: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg
5/7/202454949STEPHEN 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 STRUCTURESCHEDULE642
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: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg
5/7/202454949STEPHEN 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 TABULATION643
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: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TB2_PROP.dwg
5/7/202454949STEPHEN 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 TABULATION644
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: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SWPPP.dwg
5/7/202454949STEPHEN 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 STREETIMPROVEMENTSSWPPP645
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: 4/16/2024 7:43 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SWPPP.dwg
5/7/202454949STEPHEN 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 STREETIMPROVEMENTSSWPPP646
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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 1:41 PM sprall Plot: 4/16/2024 7:44 AM 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. 23-02E35/7/202454949STEPHEN 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/W647
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 1:41 PM sprall Plot: 4/16/2024 7:44 AM 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. 23-02E45/7/202454949STEPHEN 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/W648
46.27+54
00+4000+4100+4200+4300+4400+4500+4600+4700+48
00
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49
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0
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5
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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: 4/16/2024 7:45 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618AL1.dwg
5/7/202454949STEPHEN 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. 128-408-002649
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: 4/16/2024 7:45 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618AL1.dwg
5/7/202454949STEPHEN 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 TABULATION650
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: 4/16/2024 7:45 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618TY1.dwg
5/7/202454949STEPHEN 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+40444651
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: 4/16/2024 7:46 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID1.dwg
5/7/202454949STEPHEN 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 DETAILS652
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: 4/16/2024 7:47 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg
5/7/202454949STEPHEN 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 DETAILS653
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: 4/16/2024 7:47 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg
5/7/202454949STEPHEN 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 DETAILS654
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
%
22.5
1
'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: 4/16/2024 7:47 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg
5/7/202454949STEPHEN 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 DETAILS655
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: 4/16/2024 7:47 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg
5/7/202454949STEPHEN 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-CURB656
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
.
6
2%
8
.
3
8
'
4.62%
9.81'1.52%30.97'2.96%30.37'ID6Save: 2/23/2024 7:50 AM sprall Plot: 4/16/2024 7:48 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618ID2_Driveways.dwg
5/7/202454949STEPHEN 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 STREET657
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: 4/16/2024 7:49 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618PR1.dwg
5/7/202454949STEPHEN 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.11222211111225658
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: 4/16/2024 7:49 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618PR1.dwg
5/7/202454949STEPHEN 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 CURB444132212221659
Save: 4/15/2024 11:29 AM sprall Plot: 4/16/2024 7:49 AM 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. 23-02SS15/7/202454949STEPHEN 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 FT201.9082.25284.15ST-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)SF124124124660
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 LTR5-2NO TRUCKS24x247SQ-SOIL214.00R7-2 MOD.NO PARKING LEFT18x243.00S-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) SUBTOTAL549.25TOTAL41284.1555SPECIFIC 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.TOTAL41284.1555SPECIFIC 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.Save: 4/15/2024 11:29 AM sprall Plot: 4/17/2024 7:44 AM 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. 23-02SS25/7/202454949STEPHEN 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.661
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40 FURNISH AND INSTALLSALVAGE AND INSTALLREMOVEBY UPRR (ATTACHED TO SIGNAL)12346INPLACESIGNING KEY NOTESSTREET NAME SIGNSNSSALVAGE5W11-2ZANE AVENUESave: 4/15/2024 11:29 AM sprall Plot: 4/16/2024 7:50 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS1.dwg
0feetscale501005025SS35/7/202454949STEPHEN 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
WW10-1W11-15D11-1W16-7PR1-1W16-7PW11-15R5-3CRO
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W24SWW24SWW24SWWW4BY4SYW24SWW24SWSALVAGE AND INSTALLPRIVATE SIGNS ASDIRECTED BY ENGINEERW4BYW24SWW24SWLINDSAY ST.SNSSNS
SIGNING AND STRIPING PLANZANE AVENUEZANE AVENUE AND LINDSAY STREETIMPROVEMENTSR7-1SNS44
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366
44
33434
4
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44 11
14141414141
41
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4114144411
4
51R8-3R2-1R2-1R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-31R8-311R8-31R8-31R8-3R8-3141LUCE LIN
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CROSSINGRAILROADR15-1R1-1R15-81LOOKR15-1R1-11R15-8LOOKW11-15W10-21CROSSINGRAILROADW10-21S-1S-2
S-4
S-6
S-9
S-12
S-13
S-16
S-24
S-16
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S-31
S-30
S-32S-34S-38S-38
S-42
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S-46
S-46
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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-5045662
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SS55/7/202454949STEPHEN 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 OPTIONS664
SS65/7/202454949STEPHEN 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: 4/16/2024 7:50 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg
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SS75/7/202454949STEPHEN 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: 4/16/2024 7:50 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg
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SS85/7/202454949STEPHEN 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: 4/16/2024 7:50 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg
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SS95/7/202454949STEPHEN 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: 4/16/2024 7:50 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618SS_DT.dwg
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0feetscale15030015075Rev.#Designed ByDrawn ByChecked ByDescriptionDateSEH ProjectRevision IssueRev.#DescriptionDateRevision IssueDATELICENSE NO.ofGOLDV 163618SRPSRPSDHGOLDEN VALLEY,MINNESOTAS.A.P. 128-408-002 (ZANE AVE.)CITY PROJECT NO. 23-02CS15/7/202454949STEPHEN 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 OPTIONS669
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Save: 1/9/2024 9:18 AM sprall Plot: 4/16/2024 7:52 AM 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. 23-02CS25/7/202454949STEPHEN 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
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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. 128-408-002670
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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. SODDISTURBED AREAS TO BACK OF CURBZANE AVENUESave: 4/15/2024 11:04 AM sprall Plot: 4/16/2024 7:53 AM 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. 23-02G15/7/202454949STEPHEN 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 D5.671
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879.1
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875.1
873.9
873.1
872.6
872.2
871.9
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871.3
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880.65
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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
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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: 4/15/2024 11:04 AM sprall Plot: 4/16/2024 7:53 AM 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. 23-02G25/7/202454949STEPHEN 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. SODDISTURBED AREAS TO BACK OF CURB672
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: 4/15/2024 11:04 AM sprall Plot: 4/16/2024 7:53 AM 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. 23-02G35/7/202454949STEPHEN 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 D5.673
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: 4/15/2024 11:04 AM sprall Plot: 4/16/2024 7:54 AM 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. 23-02G45/7/202454949STEPHEN 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 D5.674
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"
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1"
1"1"48" RCP 51" RCP ARCH44" RCP
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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: 4/16/2024 7:55 AM 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. 23-02G55/7/202454949STEPHEN 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.)675
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 IIIIIIIIIICO 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-B
U
R
T-B
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R
SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54LINDSAY STREETSave: 1/26/2024 1:54 PM sprall Plot: 4/16/2024 7:55 AM 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. 23-02G65/7/202454949STEPHEN 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 ENGINEER676
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
CENTERLI
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: 4/16/2024 7:56 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_RRXing.dwg
G75/7/202454949STEPHEN 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 CONSTRUCTION677
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: 4/16/2024 7:57 AM 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. 23-02U15/7/202454949STEPHEN 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 VALVE678
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: 4/16/2024 7:57 AM 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. 23-02U25/7/202454949STEPHEN 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.)679
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: 4/16/2024 7:58 AM 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. 23-02U35/7/202454949STEPHEN 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)680
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: 4/16/2024 7:58 AM 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. 23-02U45/7/202454949STEPHEN 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.)681
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: 4/16/2024 7:59 AM 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. 23-02U55/7/202454949STEPHEN 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 LIGHT682
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 IIIIIIIIIICO 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-B
U
R
T-B
U
R
SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54I I IIIIIIII
I
I
3099276227612760206420632062STA. 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: 4/16/2024 7:59 AM 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. 23-02U65/7/202454949STEPHEN 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.)683
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: 4/16/2024 8:00 AM 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. 23-02S15/7/202454949STEPHEN 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/W684
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: 4/16/2024 8:01 AM 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. 23-02S25/7/202454949STEPHEN 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 CONSTRUCTION685
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: 4/16/2024 8:01 AM 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. 23-02S35/7/202454949STEPHEN 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.)686
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: 4/16/2024 8:01 AM 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. 23-02S45/7/202454949STEPHEN 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.)687
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 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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>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: 4/16/2024 8:02 AM 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. 23-02S55/7/202454949STEPHEN 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.)688
9" VSP9" VSP8" DIP
8" VCP8" VCP8"
VCP8" CIP 8" CIP8"
C
IP
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III
I IIIIIIII
IICOCOETVTSTSSTE11"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 LIBRARYCONC.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-B
U
R
SCAPPED00+00+4800+4900+5000+5100+5200+5300+5446.27+54I I IIIIIIII
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: 4/16/2024 8:03 AM 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. 23-02S65/7/202454949STEPHEN 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/W689
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: 4/16/2024 8:04 AM 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. 23-02S75/7/202454949STEPHEN 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 PROFILES690
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: 4/16/2024 8:04 AM 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. 23-02S85/7/202454949STEPHEN 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 PROFILES691
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: 4/16/2024 8:04 AM 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. 23-02S95/7/202454949STEPHEN 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 PROFILES692
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: 4/16/2024 8:05 AM X:\FJ\G\GOLDV\163618\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\GV163618GP_RRXing.dwg
S105/7/202454949STEPHEN 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 STREETIMPROVEMENTS693
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: 4/16/2024 8:06 AM 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.)694
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: 4/16/2024 8:07 AM 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.)695
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: 4/16/2024 8:07 AM 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.)696
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: 4/16/2024 8:07 AM 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.)697
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: 4/16/2024 8:07 AM 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.)698
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: 4/16/2024 8:08 AM 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.)699
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: 4/16/2024 8:08 AM 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.)700
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: 4/16/2024 8:08 AM 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.)701
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: 4/16/2024 8:08 AM 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.)702
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: 4/16/2024 8:09 AM 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.)703
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: 4/16/2024 8:09 AM 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.)704
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: 4/16/2024 8:09 AM 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.)705
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: 4/16/2024 8:09 AM 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.)706
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: 4/16/2024 8:10 AM 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.)707
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: 4/16/2024 8:10 AM 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.)708
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: 4/16/2024 8:10 AM 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.)709
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: 4/16/2024 8:12 AM 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.)710
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: 4/16/2024 8:12 AM 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.)711
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: 4/16/2024 8:12 AM 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.)712
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: 4/16/2024 8:13 AM 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.)713
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: 4/16/2024 8:13 AM 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.)714
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: 4/16/2024 8:13 AM 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.)715
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: 4/16/2024 8:13 AM 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.)716
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: 4/16/2024 8:14 AM 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.)717
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882.63
R13.67'
882.63
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882.70
R24.00'
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L26.00'
884.20
L26.00'
884.20
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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
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P.℄881.91
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Ex.℄882.6
P.℄882.45
LINDSAY STREET51+50 - 52+24X25Save: 1/10/2024 8:23 AM sprall Plot: 4/16/2024 8:14 AM 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.)718
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2.0%2.0%2.8%6.8%5.7%5.7%4.8%4.8%L13.67'
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883.21
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883.21
L13.67'
883.21
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L26.00'
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2.0%2.0%2.8%6.8%5.6%5.6%5.0%5.0%R13.67'
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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
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Ex.℄883.9
P.℄883.62
LINDSAY STREET52+38 - 52+92X26Save: 1/10/2024 8:23 AM sprall Plot: 4/16/2024 8:14 AM 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.)719
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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
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885.00
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Ex.℄884.9
P.℄871.08
LINDSAY STREET53+00 - 53+84X27Save: 1/10/2024 8:23 AM sprall Plot: 4/16/2024 8:14 AM 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.)720
RESOLUTION NO. 24-032
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 May
7, 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.
721
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 June 13, 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 July 16,
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 7th day of May,
2024.
____________________________
Roslyn Harmon, Mayor
Attested:
____________________
Theresa Schyma, City Clerk
722
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
4C. Public Hearing Regarding a Request for Approval of a Land Use Map Amendment, Zoning Map
Amendment, Final Plat and Conditional Use Permit at 6100 Golden Valley Road
Prepared By
Kendra Lindahl, Planning Consultant
Alma Flores, Community Development Director
Darren Groth, Assistant Community Development Director
Summary
The applicant (GV 6100 Holdings LLC) is requesting approval to allow the existing building and site to
be reused as a daycare (Yellow Brick Road Early Childhood Development Center) at 6100 Golden Valley
Road. The building was originally constructed in the 1960s and has most recently been used as a
learning center. In order to allow the improvements for Yellow Brick Road Early Childhood
Development Center, the applicant is requesting approval of:
1. An amendment to the Future Land Use Map to reclassify the property from Medium Density
Residential back to Office,
2. A Zoning Map amendment to reclassify the property from R-3 (Medium Density Residential) to
Office,
3. A Final Plat and
4. A conditional use permit for a child care center.
The Planning Commission held an informal public hearing and voted unanimously to recommend
approval of all requests.
Financial or Budget Considerations
N/A
Legal Considerations
The City Attorney has reviewed and approved the title work for the subdivision.
The City Attorney has not reviewed the individual ordinances and resolutions; however, they were
created using an approved template without changes to the template.
Equity Considerations
The applicant's request was part of an informal public hearing at the March 25, 2024 Planning
Commission meeting which provided in person and remote options for residents to participate in the
723
process consistent with Equity Pillar 2 for Inclusive and Effective Community Engagement.
Recommended Action
1. Motion to adopt Resolution No. 24-033 amending the Comprehensive Plan's Land Use Plan Map
Designating 6100 Golden Valley Road as Office.
2. Motion to adopt Ordinance No. 781 amending the Zoning Map to Rezone 6100 Golden Valley
Road as Office.
3. Motion to adopt Resolution No. 24-034 approving Plat for YBR Addition.
4. Motion to adopt Ordinance No. 782 amending the City Code to allow a Conditional Use Permit
for a child care center at 6100 Golden Valley Road.
5. Motion to approve Conditional Use Permit No. 24-005 for GV 6100 Holdings LLC on behalf of
Yellow Brick Road Early Childhood Development Center for a child care center at 6100 Golden
Valley Road.
Motion to approve the Comprehensive Plan Amendment and Zoning Amendment (Item 1 & 2) require
a 4/5 vote. All other motions require a simple majority.
Supporting Documents
Resolution No. 24-033 - Future Land Use Map Amendment
Ordinance No. 781 - Rezoning 6100 Golden Valley Road
Resolution No. 24-034 - Approval of Plat
Ordinance No. 782 - CUP - Yellow Brick Road Early Childhood Development Center
CUP 24-005 - 6100 Golden Valley Road
Planning Commission Meeting Minutes - 03-25-2024
724
RESOLUTION NO. 24-033
RESOLUTION FOR AMENDMENT TO THE
COMPREHENSIVE PLAN’S FUTURE LAND USE PLAN MAP
DESIGNATING 6100 GOLDEN VALLEY ROAD AS OFFICE
WHEREAS, the City Council has met at the time and place specified in a notice duly
published with respect to the subject matter hereof and has heard all interested persons,
and it appearing in the interest of the public that the Future Land Use Plan Map as
heretofore adopted and enacted by the City of Golden Valley be amended; and
WHEREAS, the area affected is legally described as follows:
Parcel 1:
Lot 10, Auditor's Subdivision No. 346, Hennepin County, Minnesota except that part
thereof embraced within the plat of Hidden Village.
Parcel 2:
That part of the Northwest Quarter of the Northwest Quarter of Section 33, Township
118, Range 21 West, Hennepin County, Minnesota, lying North of 19th Avenue
North and East of the Easterly right of way boundary of the Robbinsdale Extension
of the Minneapolis, Northfield & Southern Railway, said right of way boundary being
a straight line lying in a Northwesterly and Southeasterly direction and being parallel
with and distant Eastwardly 50 feet measured at right angles thereto from the center
line of the Robbinsdale Extension Main track of the Minneapolis, Northfield &
Southern Railway, said center line intersecting the North line of said Section 33 at a
point 550 feet East of the Northwest corner of said Section 33 with a Northwesterly
including angle of 78 degrees 10 minutes except that part thereof embraced within
the plat of Hidden Village.
Torrens Property
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that pursuant to the provision of Sec. 113-28 of the City Code for the City of Golden
Valley, and subject to review and approval by the Metropolitan Council for conformity with
regional systems plan as provided in state law, the Future Land Use Plan Map for the City of
Golden Valley is hereby amended by designating the property at 6100 Golden Valley Road
as Office.
_____________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
725
ORDINANCE NO. 781
AN ORDINANCE AMENDING THE CITY CODE CHAPTER 113
AMENDING THE ZONING MAP TO REZONE 6100 GOLDEN VALLEY ROAD
GV 6100 HOLDINGS LLC, APPLICANT
The City Council for the City of Golden Valley hereby ordains as follows:
Section 1. City Code Chapter 113 entitled “Zoning” is amended in Section 113-56,
Subd. b by changing the zoning designation of the property at 6100 Golden Valley Road
from R-3 (Medium Density Residential) to Office.
Section 2. The tract of land affected by this ordinance is legally described as follows:
Parcel 1:
Lot 10, Auditor's Subdivision No. 346, Hennepin County, Minnesota except that part
thereof embraced within the plat of Hidden Village.
Parcel 2:
That part of the Northwest Quarter of the Northwest Quarter of Section 33, Township
118, Range 21 West, Hennepin County, Minnesota, lying North of 19th Avenue
North and East of the Easterly right of way boundary of the Robbinsdale Extension
of the Minneapolis, Northfield & Southern Railway, said right of way boundary being
a straight line lying in a Northwesterly and Southeasterly direction and being parallel
with and distant Eastwardly 50 feet measured at right angles thereto from the center
line of the Robbinsdale Extension Main track of the Minneapolis, Northfield &
Southern Railway, said center line intersecting the North line of said Section 33 at a
point 550 feet East of the Northwest corner of said Section 33 with a Northwesterly
including angle of 78 degrees 10 minutes except that part thereof embraced within
the plat of Hidden Village.
Torrens Property
Section 3. City Code Chapter 1 entitled “General Provisions” and Sec. 1-8 entitled
“General Penalty; Continuing Violations” are hereby adopted in their entirety, by reference,
as though repeated verbatim herein.
Section 4. Approval of the Rezoning is contingent upon City Council approval of the
Land Use Plan Amendment and review by the Metropolitan Council for conformity with
regional systems plan as provided in state law.
Section 4. This ordinance shall take effect from and after its passage and publication
as required by law.
Adopted by the City Council this 7
th day of May, 2024.
_____________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
726
RESOLUTION NO. 24-034
RESOLUTION FOR APPROVAL OF PLAT
YBR ADDITION
WHEREAS, the City Council for the City of Golden Valley, pursuant to due notice,
has heretofore conducted a public hearing on the proposed plat to be known as YBR
Addition covering the following described tracts of land:
Parcel 1:
Lot 10, Auditor's Subdivision No. 346, Hennepin County, Minnesota except that part
thereof embraced within the plat of Hidden Village.
Parcel 2:
That part of the Northwest Quarter of the Northwest Quarter of Section 33, Township
118, Range 21 West, Hennepin County, Minnesota, lying North of 19th Avenue
North and East of the Easterly right of way boundary of the Robbinsdale Extension
of the Minneapolis, Northfield & Southern Railway, said right of way boundary being
a straight line lying in a Northwesterly and Southeasterly direction and being parallel
with and distant Eastwardly 50 feet measured at right angles thereto from the center
line of the Robbinsdale Extension Main track of the Minneapolis, Northfield &
Southern Railway, said center line intersecting the North line of said Section 33 at a
point 550 feet East of the Northwest corner of said Section 33 with a Northwesterly
including angle of 78 degrees 10 minutes except that part thereof embraced within
the plat of Hidden Village.
Torrens Property
WHEREAS, all persons present were given the opportunity to be heard.
NOW, THEREFORE, BE IT RESOLVED, by the City Council for the City of Golden
Valley, that said proposed plat be, and the same hereby is, accepted and approved, and
the proper officers of the City are hereby authorized and instructed to sign the original of
said plat and to do all other things necessary and proper in the premises.
Adopted by the City Council this 7thday of May, 2024.
_____________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
727
ORDINANCE NO. 782
AN ORDINANCE AMENDING THE CITY CODE
Approval of Conditional Use Permit Number 24-005
Yellow Brick Road Early Childhood Development Center
GV 6100 Holdings LLC, Applicant
The City Council for the City of Golden Valley hereby ordains as follows:
Section 1. City Code Chapter 113 entitled “Zoning” is amended in Section 113-55,
Subd. b, and Section 113-95, by approving a Conditional Use Permit for a certain tract of
land located at 6100 Golden Valley Road, thereby allowing for a child care center in an
Office Zoning District.
This Conditional Use Permit is approved based on the application materials and
plans submitted by the applicant, staff memos, public comments and information presented
to the Planning Commission and City Council, and findings recommended by the Planning
Commission. This Conditional Use Permit is approved pursuant to City Code Section 113-
30, Subd. g, and adopted by the City Council on May 7, 2024.
This Conditional Use Permit is subject to all of the terms of the permit to be issued
including, but not limited to, the following specific conditions:
1.The applicant shall follow the conditions in the March 25, 2024
Planning Commission Staff Report presented by Lindahl.
2.The applicant shall monitor site parking and, when requested by the
City, provide information about how site parking will be managed, if
cueing or parking begins to impact access on Golden Valley Road.
3.A City Stormwater Management permit is required for the construction.
That permit will require submittal of civil drawings with demolition,
grading/stormwater, utility, site, etc. for review and approval by staff.
4.The applicant shall submit a snow management plan for the site.
5.Open turf areas shall use pervious materials.
Section 2. The tract of land affected by this ordinance is legally described as follows:
Parcel 1:
Lot 10, Auditor's Subdivision No. 346, Hennepin County, Minnesota except that part
thereof embraced within the plat of Hidden Village.
Parcel 2:
That part of the Northwest Quarter of the Northwest Quarter of Section 33, Township
118, Range 21 West, Hennepin County, Minnesota, lying North of 19th Avenue
North and East of the Easterly right of way boundary of the Robbinsdale Extension
of the Minneapolis, Northfield & Southern Railway, said right of way boundary being
a straight line lying in a Northwesterly and Southeasterly direction and being parallel
with and distant Eastwardly 50 feet measured at right angles thereto from the center
line of the Robbinsdale Extension Main track of the Minneapolis, Northfield &
Southern Railway, said center line intersecting the North line of said Section 33 at a
728
Ordinance No. 782 -2-May 7, 2024
point 550 feet East of the Northwest corner of said Section 33 with a Northwesterly
including angle of 78 degrees 10 minutes except that part thereof embraced within
the plat of Hidden Village.
Torrens Property
Section 3. City Code Chapter 1 entitled “General Provisions” and Sec. 1-8 entitled
“General Penalty; Continuing Violations” are hereby adopted in their entirety, by reference,
as though repeated verbatim herein.
Section 4. This ordinance shall take effect from and after its passage and publication
as required by law.
Adopted by the City Council this 7th day of May, 2024.
_____________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
729
(Top 3 inches reserved for recording data)
CITY OF GOLDEN VALLEY
CONDITIONAL USE PERMIT
No. 24-005
Date of Approval:May 7, 2024, by the City Council in accordance with
Sec. 113-55, Subd. b and Section 113-95 of City Code
Issued To:GV 6100 Holdings LLC on behalf of Yellow Brick Road Early
Childhood Development Center
Approved Location:6100 Golden Valley Road, Golden Valley, MN
Approved Conditional
Use:To allow for a child care center in the Office zoning district__
Legal Description:Lot 1, Block 1, YBR Addition, Hennepin County, Minnesota
Check here if all or part of the described real property is Registered (Torrens)
Conditions of Approval:
1. The applicant shall follow the conditions in the March 25, 2024 Planning
Commission Staff Report presented by Lindahl.
2. The applicant shall monitor site parking and, when requested by the City,
provide information about how site parking will be managed, if cueing or parking
begins to impact access on Golden Valley Road.
3. A City Stormwater Management permit is required for the construction. That
permit will require submittal of civil drawings with demolition,
grading/stormwater, utility, site, etc. for review and approval by staff.
4. The applicant shall submit a snow management plan for the site.
5. Open turf areas shall use pervious materials.
This permit does not exempt the property owner or occupant from compliance
with all provisions of city code, or any other applicable regulations, laws, and
ordinances.
x
730
Page 2 of 2 Conditional Use Permit
City of Golden Valley, a Minnesota municipal corporation
By: _______________________________________________
Alma Flores, Community Development Director
State of Minnesota )
) ss
County of Hennepin )
This instrument was acknowledged before me on ___________________, 2024, by
Alma Flores Community Development Director of the City of Golden Valley, a
municipal corporation.
(Stamp)
(signature of notarial officer)
My commission expires: (month/day/year)
THIS INSTRUMENT WAS DRAFTED BY:
City of Golden Valley
7800 Golden Valley Road
Golden Valley, MN 55427
(763) 593-8000
731
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
1. CALL TO ORDER
AND LAND ACKNOWLEDGEMENT: Chair Brookins called the meeting to order at 6:32 p.m. and
read the Land Acknowledgement.
a. Regular Members Present: Brookins, Ruby, McCormick, Cohen, and Segelbaum
b. Regular Members Absent: Barnstorff and Meredith
c. Student Member, Status: Benjamin Fricke, Present
d. Staff Members Present: Alma Flores, Community Development Director
Darren Groth, Assistant Community Development Director
Christine Costello, Housing & Econ. Dev. Manager
Maria Cisneros, City Attorney
Kendra Lindahl, City Planning Consultant
e. Council Liaison Present: None
2. APPROVAL OF AGENDA: Cohen motioned to approve as presented, Ruby seconded.
Commission voted 5-0 to approve. Motion carried.
3. APPROVAL OF MINUTES: March 11, 2024, Regular Meeting Minutes.
Item Continued to next meeting.
4. STAFF INTRODUCTIONS: Darren Groth, Assistant Community Development Director
Christine Costello, Housing & Econ. Dev. Manager
5. INFORMAL PUBLIC HEARING FOR MINOR SUBDIVISION LOCATED AT 227 PAISELY
LANE AND 220 EDGEWOOD AVENUE NORTH
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommended approval of Minor Subdivision, subject to the findings and conditions
in the report.
c. Discussion ensued.
d. The applicant spoke in favor of the request.
e. Chair Brookins opened the public hearing at 6:45 p.m.
f. Three citizens spoke in opposition to the request.
g. Chair Brookins closed the public hearing at 6:55 p.m.
h. Chair Brookins requested a motion.
i. Ruby moved to approve the motion, as recommended by staff.
j. Cohen seconded.
k. The Commission voted 5-0 to recommend APPROVAL.
732
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
6. INFORMAL PUBLIC HEARING FOR ZONING MAP AMENDMENT, FUTURE LAND USE
PLAN AMENDMENT, PRELIMINARY PLAT, AND CUP LOCATED AT 6100 GOLDEN VALLEY
ROAD
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommends approval of the following based on the findings and conditions in the
staff report.
c. Discussion ensued.
d. The applicant spoke in favor of the request.
e. Chair Brookins opened the public hearing at 7:33 p.m.
f. No comments were provided during the hearing.
g. Chair Brookins closed the public hearing at 7:33 p.m.
h. Ruby moved to approve the motion for the Future Land Use Plan Amendment to change
the guided land from Medium Density Residential to Office
i. McCormick seconded.
j. The Commission voted 5-0 to recommend APPROVAL of the Future Land Use Plan
Amendment.
k. Ruby moved to approve the motion for the Zoning Map Amendment to rezone the property
from R-3 to Office.
l. McCormick seconded.
m. The Commission voted 5-0 to recommend APPROVAL of the Zoning Map Amendment.
n. Ruby moved to approve the motion for the Preliminary Plat.
o. McCormick seconded.
p. The Commission voted 5-0 to recommend APPROVAL of the Preliminary Plat.
q. Commission Ruby moved to approve the Conditional Use Permit, with the following five
(5) conditions:
i. The applicant shall follow the conditions in the Staff Report presented by Lindahl.
ii. The applicant shall monitor site parking and, when requested by the City, provide
information about how site parking will be managed, if cueing or parking begins to
impact access on Golden Valley Road.
iii. A City Stormwater Management permit is required for the construction. That permit
will require submittal of civil drawings with demolition, grading/stormwater, utility,
site, etc. for review and approval by staff.
iv. The applicant shall submit a snow management plan for the site.
v. Open turf areas shall use pervious materials.
r. Segelbaum seconded.
s. The Commission voted 5-0 to recommend APPROVAL, with conditions.
733
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, March 25, 2024 – 6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
7. INFORMAL PUBLIC HEARING FOR ZONING ORDINANCE TEXT AMENDMENT FOR
SACRED COMMUNITIES.
a. Lindahl introduced and presented the agenda item to the Commission.
b. Staff recommends approval of the following based on the findings and conditions in
the staff report.
c. Discussion ensued.
d. No person was present to speak at the public hearing.
e. Cisneros spoke to add clarification to the agenda item.
f. Ruby moved to approve the motion for the Zoning Ordinance Text Amendment, with
the following condition:
i. Staff shall hold a public meeting once a permit application is submitted.
g. Segelbaum seconded.
h. The Commission voted 4-1 (Brookins) to recommend APPROVAL, with conditions.
8. COUNCIL LIAISON REPORT: None
9. STAFF UPDATES: None
10. OTHER BUSINESS: None
11. ADJOURNMENT: Chair Brookins adjourned the meeting at 8:45 p.m.
Approved by:
Atest By:
Commissioner McCormick,
Secretary
Darren Groth, AICP, CPM
Community Development Asst. Director
734
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
4D. Public Hearing and Consideration of Ordinance No. 783 - Approving Conditional Use Permit No.
24-0003 to Allow for Laboratories at 201 General Mills Boulevard
Prepared By
Christine Costello, Housing & Economic Development Manager
Summary
The Applicant, 201 Golden Valley Blvd. LLC., purchased the existing building at 201 General Mills
Boulevard in 2019. The Applicant made renovations to the building and moved into the building in
March 2020, then shortly after the COVID-19 pandemic changed the office environment. As
employers came out of the pandemic the office environment continued to evolve, allowing for office
users to continue a hybrid schedule or remain completely remote. Thus office buildings, such as the
Applicant's building needed to consider other appropriate office tenants such as the use of
laboratories (medical, dental, or research and development) as a prospective tenant(s) in the building.
Within the Office (O) Zoning District, laboratories (medical, dental, or research and development) are
a conditional use and requires City Council's approval of a Conditional Use Permit (CUP).
For more details on the existing site conditions, proposal details, and City staff review, please refer to
the copy of staff's memo to the Planning Commission attached with this item. The Planning
Commission held an informal public hearing on the Applicant's request on April 8th. To clarify some of
the details in the Planning Commission staff report, it references one prospective tenants request to
use the building for office and laboratory space. The CUP will allow for laboratories (medical, dental,
or research and development) use for any prospective tenant(s) of the building. A CUP runs with the
land and would allow any future prospective tenants whether occupying all or a portion of the building
to have laboratory space if needed.
The Planning Commission recommended approval of the CUP with a vote of 7-to-0. The draft minutes
are attached to this report.
Evaluation
The findings and recommendations for a Conditional Use Permit are based upon any or all of the
following factors (which need to be weighed equally), as outlined in Code Code Section 113-30(d):
735
Factors of Conditional Use Permit Findings
1. Demonstrated Need for Proposed Use
Standard met. The Applicant is looking to lease the
building to prospective tenant(s) is interested in
the building and being able to use space for
medical, dental, or research and development
laboratory space. Prospective tenant(s) use will be
conducted wholly within the building. There are
no expansion plans of the building or parking lot.
2. Consistency with the Comprehensive Plan
Standard met. The Comprehensive Plan guides
parcel for Office uses and Laboratories (medical,
dental, or research and development) use falls
under the heading of Offices and Financial
Institutions in the City's Use Table.
3. Effect Upon Property Values
Standard met. There are no anticipated changes to
property values as the existing building will be
used in a manner consistent with the City Code.
4. Effect on Traffic Flow and Congestion
Standard met. The Average Daily Trip (ADT) counts
are taken every four years. In 2022, the ADT was
3,945 trips, in 2017, the ADT was 8,883 trips. The
prospective tenant may potentially increase the
ADT count but it is not anticipated to exceed
counts from 2017.
5. Effect of Increase in Population and Density
Standard met. There will be a potential increase of
employees in the area and potentially new
homeowners and/or renters. With a limited
housing stock , the densities may stay the same or
increase along with new housing stock as desired
outcome of the Comprehensive Plan.
6. Compliance with the City's Mixed-Income
Housing Policy Not applicable.
7. Increase in Noise Level
Standard met. The CUP would not enable a
prospective tenant to generate excessive noise
and all uses must adhere to the existing
Minnesota State Noise Pollution Control Rules.
8. Generation of Odors, Dust, Smoke, Gas, or
Vibration
Standard met. The prospective tenant is not
anticipated to generate odor, dust, smoke, gas, or
vibrations since the use is wholly conducted within
the building.
9. Any Increase in Pests or Vermin Standard met. the prospective tenant is not
anticipated to attract rodents.
10. Visual Appearance
Standard met. The prospective tenant will be
potentially adding additional HVAC units on the
roof and will screen the units from view per City
Code Section 113-157(e)(1)d.
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11. Other Effects Upon the General Public Health,
Safety, and Welfare Standard met.
Factors of Conditional Use Permit Findings
Based on the findings above, staff recommends approval of the Conditional Use Permit no. 24-0003
subject to the following conditions:
1. At the time of building permit application, the perspective tenant shall provide any proposed
chemical inventory and mitigation measures to the Building Division and Fire Department for
review.
Failure to comply with the above conditions shall be grounds for revocation of the CUP. Consistent
with State Statutes, a certified copy of the CUP must be recorded with Hennepin County by the
Applicant.
Legal Considerations
The legal standards for evaluation of a conditional use permit are the factors listed above. The City
must make findings in response to each factor and may make its approval of the permit contingent
upon conditions as it determines they are necessary in order to prevent or minimize the impacts to
the surrounding area. However, any condition must have a "rational nexus" - or a reasonable
connection - to the problem that it is purporting to address. Also, the measure of the solution being
advanced must bear a "rough proportionality" to the burden being imposed on the City by the private
action. In other words, the fix must align with the problem it is supposed to be solving. This did not
require legal review from the City Attorney.
Equity Considerations
This item did not require equity review since it falls under general course of business for the planning
department.
Recommended Action
Motion to adopt Ordinance No. 783 approving Conditional Use Permit No. 24-0003 to allow for
laboratories (medical, dental, or research and development) at 201 General Mills Boulevard.
This vote is a simple majority.
Supporting Documents
201 General Mills Blvd - CUP 24-0003 - PC Memo
Planning Commission Meeting Minutes - 04-08-2024
CUP 24-0003 - 201 General Mills Blvd
Ordinance No. 783 - CUP Approval - 201 General Mills Blvd
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1
Date: April 8, 2024
To: Golden Valley Planning Commission
Prepared By: Christine Costello, Housing & Economic Development Manager
Reviewed By: Alma Flores, Community Development Director
Darren Groth, Assistant Community Development Director
Kendra Lindahl, Planning Consultant
Subject: Conditional Use Permit (CUP) Informal Public Hearing
Case Information
Property address: 201 General Mills Blvd
Applicant(s): 201 General Mills Blvd, LLC
Property owner(s): 201 General Mills Blvd, LLC
Zoning District: Office (O)
Lot size: 19.44 acres
Current use: Office
Proposed use: Office and Laboratories (medical, dental, or research and development)
Future land use: Office
Adjacent uses: Single-Family and Office (north);
Golf Course (east);
Office (south), and
Multi-Family (west)
Site Aerial: 2022 Aerial Photo (Hennepin County)
738
2
Summary
The Applicant is requesting the use of the existing, vacant building for office space and
Laboratories (medical, dental, or research and development). Offices, excluding medical and
dental, is a permitted use in the ‘O’ Zoning District and Laboratories (medical, dental, or
research and development) is permissible after first obtaining a Conditional Use Permit (CUP)
for the use. The applicant seeks the CUP for Laboratories (medical, dental, or research and
development) to allow for a conversion of interior space.
Existing Conditions
The subject site at 201 General Mills Boulevard has an existing 90,000 square foot building and
a surface parking striped for up to 620 vehicles. The building was constructed in 1998, as part
of the General Mills campus. In 2019, the Applicant purchased the property and made
extensive renovations to the building. The office building is nearly vacant and in order to attract
a prospective tenant(s).
PROPOSAL
The Applicant is proposing to lease approximately 50,000 square feet of the building for office
and laboratory space to a prospective tenant. The remaining 40,000 square feet is not included
in this proposal and is intended to stay as office space, office storage, and amenity areas.
The prospective tenant is anticipated to employ approximately 200 workers and plans for an
average of 25 visitors per work week. The hours of operation will be from 6 a.m. to 8 p.m. The
zoning ordinance requires Offices, excluding medical and dental uses to provide 1 parking space
per 250 s.f. of gross floor area, which equates to 200 parking spaces for the office use. The
zoning ordinance section on off-street parking space requirements does not provide a for the
minimum number of required off-street parking spaces for laboratories (medical, dental, or
research and development). Per Section 113-151(c)(1) of the ordinance, the City shall
determine the necessary sparking spaces considering all the factors. It was determined that a
prospective tenant with demand for 225 parking spaces, assuming 200 workers and 25 average
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3
visitors, will meet the required minimum parking space requirement since the overall site
contains 620 parking spaces.
The Applicant and prospective tenant have no plans to expand the building or parking lot
footprint of the property. In addition, no changes are being made to the parking lot lighting
which was upgraded to more energy efficient lighting in 2020.
Neighborhood Notification and Public Comments
City Code Section 113-30(c) requires that applications for a conditional use permit be referred to
the Planning Commission to hold an informal public hearing. In addition, all property owners
within 500 feet of the subject site shall be notified of the informal public hearing by the U.S. mail,
not less than 10 days prior to the date of this informal public hearing. Notice to property owners
was mailed out March 28, 2024. As of April 5, 2024, Staff received inquiries from two property
owners who received the notice.
Staff Analysis
Overall, staff in multiple departments reviewed the project and did not have significant concerns
about the use since the prospective tenant use would be interior to the building and no building
or parking lot expansion is proposed. The site has ample parking and is currently under parked
from when the building was at full capacity. The site is located a short distance from Highway 55
and I-394 and the prospective tenant would employ approximately 200 individuals, which is less
than the building’s capacity and parking spaces provided. General Mills Boulevard is a collector
street, designed to connect major traffic generators, job centers and neighborhoods. General Mills
Boulevard is at a level of service (LOS) A and B and project to remain that into 2040 per the City’s
Comprehensive Plan.
The building’s sewer connections were inspected in 2014, and the Inflow and Infiltration is
compliant. A prospective tenant such as a laboratory (medical, dental, or research and
development) may require an updated Inflow and Infiltration Inspection.
As part of staff’s review, options for sustainability for the site were identified for the Applicant and
any current or prospective tenant(s). It was noted that portions of the subject property are
located in the floodplain. The Applicant’s site plan indicates that the building is high enough in
elevation to be located outside of the FEMA mapped floodplain and outside of the Bassett Creek
Watershed Management Commission jurisdiction floodplain. However, on the official FEMA Flood
Insurance Rate Map the building appears to be in a floodplain. If the Applicant is interested in
changing the official map to show that the building is out, and to pay lower premiums for flood
insurance, the applicant may retain a licensed surveyor to complete a FEMA Letter of Map
Change. In addition, if the Applicant is interested in opportunities for improve energy efficiency,
renewable energy, EV charging City staff can be of assistance.
Evaluation
Per State Statute 462.3595, the Planning Commission can only consider the general and specific
standards set out in the zoning ordinance related to the proposed use and a conditional use
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4
permit. The zoning ordinance does not provide any specific conditions for approval for
laboratories including medical, dental, or research and development. Therefore, the Planning
Commission per City Code Section 113-30(d) shall make findings and recommendations for a
CUP to the City Council based upon any or all of the following factors (which need not be
weighed equally):
Factor Staff Finding
1. Demonstrated Need for Proposed Use Standard met. The applicant is looking to lease the
building and a prospective tenant is interested in
the building and being able to use some of the
space for medical, dental, or research and
development laboratory space. The prospective
tenant use will be conducted wholly within the
building, there will be no expansion of the
building or parking lot.
2. Consistency with the Comprehensive Plan Standard met. The Comprehensive Plan guides the
parcel for Office use and Laboratories (medical,
dental, or research and development) use falls
under the heading of Offices and Financial
Institutions in the City’s Use Table.
3. Effect upon Property Values Standard met. There are no anticipated changes
to property values as the existing building will be
used in a manner consistent with the City Code.
4. Effect on Traffic Flow and Congestion Standard met. The Average Daily Trip (ADT)
counts are taken every four years. In 2022, the
ADT was 3,945 trips, and in 2017, the ADT was
8,883 trips. The prospective tenant may
potentially increase the 2022 ADT count but is not
anticipated to exceed the counts from 2017.
5. Effect of Increases in Population and Density Standard met. There will be a potential increase
of employees in the area and potentially new
homeowners and/or renters. With a limited
housing stock, the densities may stay the same or
increase along with new housing stock as a
desired outcome of the Comprehensive plan. .
6. Compliance with the City’s Mixed-Income
Housing Policy
Not applicable.
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5
7. Increase in Noise Levels Standard met. The CUP would not enable a
prospective tenant to generate excessive noise
and all uses must adhere to the existing Minn.
State Noise Pollution Control Rules.
8. Generation of Odors, Dust, Smoke, Gas, or
Vibration
Standard met. The prospective tenant is not
anticipated to generate odor, dust, smoke, gas, or
vibrations since the use is conducted wholly
within the building.
9. Any Increase in Pests or Vermin Standard met. The prospective tenant is not
anticipated to attract rodents.
10. Visual Appearance Standard met. The prospective tenant will be
potentially adding additional HVAC units on the
roof and will screen the units from view per City
Code Section 113-157(e)(1)d.
11. Other Effects upon the General Public Health,
Safety, and Welfare
Standard met.
Recommended Action
Based on the findings above, staff recommends approval of the Conditional Use Permit, subject
to the following condition(s):
1. At the time of building permit application, the perspective tenant shall provide
any proposed chemical inventory and any mitigation measures to the Building
Division and Fire Department for review.
Failure to comply with one or more of the above conditions shall be grounds for revocation of
the CUP. Consistent with State statute, a certified copy of the CUP must be recorded with
Hennepin County.
Attachments
CUP Planning Application (2 pages)
Narrative (4 pages)
Blocking Diagram (2 pages)
Site Plan (1 page)
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Planning | 7800 Golden Valley Road, Golden Valley, MN 55427-4588
763-593-8095 | TTY: 763-593-3968 | www.goldenvalleymn.gov | planning@goldenvalleymn.gov
Conditional Use Permit
Street address of properties in this application:
APPLICANT INFORMATION
Name (individual, or corporate entity):
Address:
Phone number: Email address:
Authorized Representative (if other than applicant):
Name:
Address:
Phone number: Email address:
Property Owner (if other than applicant):
Name:
Address:
Phone number:Email address:
SITE INFORMATION
Total area of property (in acres): Current zoning of property:
Proposed conditional use(s) requiring permit:
Provide a brief description of all proposed uses for this property:
PROPOSED
Number of o -street car parking spaces: ____________________ Number of residential units: ____________________
Number of bicycle parking spaces: ____________________ Number of employees: ____________________
Percent impervious surface: ____________________ Hours of operation: ____________________
Percent building coverage: ____________________ Building height: ____________________
Percent open space: ____________________ Gross fl oor area: ____________________
PLANNING APPLICATION
201 GM Blvd, LLC (Jim Sorboro)
201 General Mills Boulevard, Golden Valley, MN 55426
612-617-6256 jim.sorboro@eqh.com
201 GM Blvd, LLC (Jim Sorboro)
201 General Mills Boulevard, Golden Valley, MN 55426
jim.sorboro@eqh.com
20 Business Office
Research Labs
Office and Research Labs for approximately 200 personnel.
620
0
42.83%
7.43%
49.74%
0
6:00am-8:00pm
200
34'
90,000 sqft
743
Conditional Use Permit (cont.)
This document is available in alternate formats upon a 72-hour request. Please call 763-593-8006 (TTY: 763-593-3968) to
make a request. Examples of alternate formats may include large print, electronic, Braille, audiocassette, etc.
REQUIRED ATTACHMENTS
Narrative outlining how the proposed plan meets the 10 factors of evaluation listed in the Conditional Use Permit Section of Gold-
en Valley Zoning Code, Section 113-30. List all proposed uses of the property and how much space (in square feet) will be devoted to
each use, the number of employees, the number of potential customers or visitors, hours of operation, how well this type of use has
been accepted at other locations, what the site will look like, and any special measures to be taken by the applicant to address any
impacts to surrounding properties.
I/I compliance: Before application submittal, the property must be in compliance with the City’s Infl ow/Infi ltration (I/I) requirements.
Contact the Public Works Division at 763-593-8030 for I/I inspection and compliance information. An application will not be accept-
ed until the property receives an I/I compliance certifi cate.
Legal description of property
Copies of all documents, including covenants, by-laws of owners association, and Abstract of Title or Registered Property Certifi -
cate, submitted to City Attorney for examination
Application fee: $400
Application fee for Home Occupation: $75
Resubmission if CUP previously denied: $50
25 copies (fi ve large-sized plans, 20 11”x17”-sized plans) and one CD of each of the following:
Exterior site plan, drawn to a scale of 1”=20’ or larger, with all use areas, access points, and special features or equipment
clearly indicated
Interior fl oor plan, draw to a scale of 1”=20’ or larger, with all use areas, access points, and special features or equipment
clearly indicated
Other documents may be required or encouraged for City sta to make a complete evaluation of the proposal. Please con-
sult with City Planning sta by calling 763-593-8095, or email planning@goldenvalleymn.gov before submitting this application.
SIGNATURES
To the best of my knowledge, the statements contained in this application and its attachments are true and correct. Please include
printed name, signature, and date for applicant, authorized representative (if other than applicant), or property owner (if other than ap-
plicant). The property owner(s) signature is required for this application.
Name of Applicant (please print): __________________________________________________________________________________________________________________
Signature: ________________________________________________________________________________________________________________________________________________________ Date: ___________________________
Authorized Representative (if other than applicant)
Name (please print): _______________________________________________________________________________________________________________________________________
Signature: ________________________________________________________________________________________________________________________________________________________ Date: ___________________________
Property Owner (if other than applicant—required)
Name (please print): _______________________________________________________________________________________________________________________________________
Signature: ________________________________________________________________________________________________________________________________________________________ Date: __________________________
Planning | 7800 Golden Valley Road, Golden Valley, MN 55427-4588
763-593-8095 | TTY: 763-593-3968 | www.goldenvalleymn.gov | planning@goldenvalleymn.gov
Jim Sorboro
3/21/24
744
architects
123 North Wacker, Suite 2450 | Chicago, IL 60606 | T: 312.471.3770 | www.whitneyAD.com
April 4, 2024
attn: Alma Flores
re: Research Lab – Conditional Use Permit – Required Attachments
Compliance with 11 Factors of Evaluation
1. Demonstrated need for proposed use
This potential Research Lab believes the Golden Valley property suits its needs and
will revitalize a vacant building.
2. Consistency with comprehensive plan of the city
Because this is a nearly vacant existing facility, this Research Lab will be bringing
new jobs to fill it.
3. Effect upon property values in the neighboring area
Because of the new professional jobs being created, property values should only be
enhanced.
4. Effect of any anticipated traffic generation upon the current traffic flow and
congestion in area
Because the building currently has more than 600 parking spaces and the Research
Lab will have approximately 200 employees, there should be little effect on
congestion.
5. Effect of any increase in population and density upon surrounding land
Again because there are fewer employees than before there should be no increase
in density.
6. Compliance with the City’s Mixed-Income Housing Policy.
Not applicable
7. Increase in noise levels to be caused by the proposed use.
Proposed uses will not contribute to any increase in noise levels.
8. Any Odors, dust, smoke, gas, or vibration to be caused by the proposed use.
None of the above elements will be a part of this Research Lab’s occupation or
745
processes on the site.
9. Any increase in pests, including flies, rats, or other animals or vermin in the area
to be caused by the proposed use.
None of the above listed animals or insects will be increased by this Research Lab’s
occupation or processes on the site.
10. Visual appearance of any proposed structure or use.
This Research Lab will be adding additional HVAC units on the roof of the existing
building. This Research Lab will furnish the approximate screening to mask their
appearance.
11. Any other effect upon the general public health, safety, and welfare of the City
and its residents.
There are no other negative effects this Research Lab will have upon the public
health, safety, and welfare of the city of Golden Valley and its residents.
The proposed uses by this Research Lab. for the 201 GM Drive property are research labs
and office space. Of the 90,000 sq. ft, approximately 50,000 sq. ft. will be dedicated to labs
and the remainder to office storage and amenity areas.
Approximately 200 employees will utilize the space and an average of 25 visitors per week
are expected to come to the space. Hours of operation will be nominally 6am-8pm.
See photo below of the current site which has been there since 1998. There will be no further
impacts to the surrounding areas because of the Research Lab’s occupancy.
746
The following lab types this Research Lab will develop in the building are the following:
First floor
1. ACS Chemistry general analytics lab
2. ACS Chemistry mass spec. lab
3. Biosafety lab
4. Biomedical electromechanical lab
5. Metrology and calibration lab
6. Bio Glass laundry lab
7. Chemistry practice lab
8. Electromechanical U+V lab
9. Disposable materials testing lab
Second floor
1. Innovation lab
2. Validation lab
3. R+D lab
4. R+D rapid prototype lab
5. Machine shop
6. Compliance labs
7. Agile labs
747
Legal Descriptions of Property:
Lot 1, Block 1, Campus View, except that part thereof lying southerly of the following
described line: Commencing at the northeast corner of said Lot 1; thence South 0
degrees 03 minutes 47 seconds East, assumed bearing along the east line of said Lot 1,
a distance of 839.46 feet to the point of beginning of the line to be described; thence
South 65 degrees 02 minutes 15 seconds West a distance of 110.28 feet; thence South
49 degrees 37 minutes 46 seconds West a distance of 146.67 feet; thence
southwesterly and westerly a distance of 91.66 feet along a tangential curve concave to
the north having a radius of 80.00 feet and a central angle of 65 degrees 38 minutes 37
seconds; thence North 64 degrees 43 minutes 37 seconds West tangent to said curve a
distance of 871.56 feet to the westerly line of said Lot 1 and there terminating.
Torrens Property-Certificate of Title No. 1481583
Registered Property Certificate:
See attached Certificate of Title.
Thank you,
whitney inc.
name: Matt Churchill
title: Principal | Architect of Record
date: 4-4-24
cc: Mark Stenftenagel, Mary Esche, Melissa Bogusch
748
749
750
751
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, April 8, 2024 –6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
1.CALL TO ORDER
AND LAND ACKNOWLEDGEMENT:Chair Brookins called the meeting to order at 6:34
p.m.and read the Land Acknowledgement.
a.Regular Members Present:Brookins, McCormick, Barnstorff, Cohen, Meredith, and
Segelbaum
b.Regular Members Absent:Ruby
c.Student Member, Status:Benjamin Fricke, Present
d.Staff Members Present:Alma Flores, Community Development Director
Darren Groth, Assistant Community Development Director
Christine Costello, Housing & Econ. Dev.Manager
Kendra Lindahl, City Planning Consultant
e.Council Liaison Present:None
2.APPROVAL OF AGENDA:Cohen motioned to add Item b. under Other Business to
discuss the April 22, 2024 meeting date, McCormick
seconded.
Commission voted 6-0 to approve.
3.APPROVAL OF MINUTES: Cohen motioned to approve the March 25, 2024, Regular
Meeting Minutes with two corrections. First, Chair
Brookins’ name was misspelled and second, the address
for the first Informal Public Hearing was incorrect. Meredith
seconded, as amended.
Commission voted 6-0 to approve the amended minutes.
4.INFORMAL PUBLIC HEARING FOR A CONDITIONAL USE PERMIT (CUP) FOR
LABORATORIES (MEDICAL, DENTAL, OR RESEARCH AND DEVELOPMENT)
LOCATED AT 201 GENERAL MILLS BLVD
a.Groth opened the staff presentation for this agenda item and introduced Costello.
b.Costello presented the staff report, findings/conclusions, and recommendations. She
mentioned the proposed use, prospective tenants, and the fact that the applicant did
not currently have plans to expand. No significant concerns were shared by other
departments.
c.Based on findings, staff Recommends approval of the Conditional Use Permit, subject
to the condition that: “At the time of building permit application, the prospective tenants
shall provide any proper chemical inventory and any mitigation measures to the
Building Division and Fire Department for review.”
752
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, April 8, 2024 –6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
d.The commissioners had a few questions for staff regarding the CUP request.
e.Commissioner Segelbaum inquired why laboratory use was a conditional use
and whether the application needed to be reviewed by Bassett Creek Watershed.
f.Costello stated that most likely for a conditional use was required due to the
potential use of chemicals and to ensure both Building Division and the Fire
Department were aware of potential life safety hazards.Costello continued that
Sustainability staff reviewed application and Bassett Creek Watershed review
was not required.That if there was a potential for any chemical release that
would be handled by the Minnesota Pollution Control Agency (MPCA) with
notification to the watershed.
g.Commissioner Cohen inquired if signage for the building was being asked for as
part of the application.
h.Costello responded that the applicant did not submit any signage package so if
they wanted to signage for the building,they would need to follow the City’s Sign
Code requirements.
i.Commissioner Segelbaum lastly inquired about whether the applicant would be
leasing portions for the parking lot to other users for new auto storage, etc.
j.Costello stated that the applicant would be best to answer that question.
k.The applicant, 201 General Mills Blvd LLC, sent representatives to speak about
the proposal. The first representative to speak was Josh Huempfner, from Upland
Real Estate Group, and Dan Day, the Corporate Facilities Director for the building
owner was the second. Dan clarified that the building was not currently vacant
and is partially being used for office space. Dan also clarified for the
Commissioners that in the Summer/Fall of 2020 they leased a portion of the
parking lot as another revenue stream during the pandemic. There was concern
from the neighbors and a notice was received from the City that it was not
allowed use. They removed the use from the site and have no plans to add that
type of use in the future, they want to maintain all available parking for any
prospective tenants for the building.
l.Matt Churchill from Whitney Architects was the final applicant representative to
speak. Matt stated that the proposal would be for a biopharma med-tech type
business that was managing existing equipment, predominantly Research and
Development for new technology.
m.Chair Brookins opened the public hearing at 6:51 p.m.
n.No one was present to speak on the request.
o.Chair Brookins closed the public hearing at 6:52 p.m.
p.Chair Brookins requested a motion.
q.Cohen moved to approve the motion, with the standards and condition
recommended by staff and presented by Costello in her staff report.
r.Barnstorff seconded.
s.The Commission voted 6-0 to recommend APPROVAL, as moved.
5.COUNCIL LIAISON REPORT:None
6.OTHER BUSINESS:
753
CITY OF GOLDEN VALLEY
PLANNING COMMISSION MEETING MINUTES
Monday, April 8, 2024 –6:30 p.m. | City Hall Council Chamber
7800 Golden Valley Road Golden Valley, MN 55427
a.Discussion on past meeting topic of Board of Zoning Appeals, and next meeting for
May 21st, 2024.
b.Cohen asked to reschedule the April 22, 2024, meeting due to that date falling on a
holiday. Groth updated the commission that there are no items for neither the April 22
nor the May 13 meeting. Chair Brookins asked staff to cancel both meetings.
c.Groth asked the commission about using Granicus software for agendas, the format
for meeting minutes, and commissioner training.
7.ADJOURNMENT:Chair Brookins adjourned the meeting at 7:21 p.m.
Approved by:
A?est By:
Commissioner McCormick,
Secretary
Darren Groth, AICP, CPM
Community Development Asst. Director
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(Top 3 inches reserved for recording data)
CITY OF GOLDEN VALLEY
CONDITIONAL USE PERMIT
No. 24-0003
Date of Approval:May 7, 2024, by the City Council in accordance with
Sec. 113-55, Subd. b and Section 113-88 of City Code
Issued To:201 GM Blvd., LLC
Approved Location:201 General Mills Boulevard, Golden Valley, MN
Approved Conditional
Use:To allow for laboratories (medical, dental, or research and
development)_____________________
Legal Description:Lot 1, Block 1, Campus View, except that part thereof lying
southerly of the following described line: Commencing at the
northeast corner of said Lot 1; thence South 0 degrees 03
minutes 47 seconds East, assumed bearing along the east
line of said Lot 1, a distance of 839.46 feet to the point of
beginning of the line to be described; thence South 65
degrees 02 minutes 15 seconds West a distance of 110.28
feet; thence South 49 degrees 37 minutes 46 seconds West
a distance of 146.67 feet; thence southwesterly and westerly
a distance of 91.66 feet along a tangential curve concave to
the north having a radius of 80.00 feet and a central angle of
65 degrees 38 minutes 37 seconds; thence North 64
degrees 43 minute 37 seconds West tangent to said curve a
distance of 871.56 feet to the westerly line of said Lot 1 and
there terminating.
Check here if all or part of the described real property is Registered (Torrens)
755
Page 2 of 2 Conditional Use Permit
Conditions of Approval:
1. At the time of building permit application, the perspective tenant shall provide any
proposed chemical inventory and any mitigation measures to the Building Division
and Fire Department for review.
This permit does not exempt the property owner or occupant from compliance
with all provisions of city code, or any other applicable regulations, laws, and
ordinances.
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Page 2 of 2 Conditional Use Permit
City of Golden Valley, a Minnesota municipal corporation
By: _______________________________________________
Alma Flores, Community Development Director
State of Minnesota )
) ss
County of Hennepin )
This instrument was acknowledged before me on ___________________, 2024, by
Alma Flores Community Development Director of the City of Golden Valley, a
municipal corporation.
(Stamp)
(signature of notarial officer)
My commission expires: (month/day/year)
THIS INSTRUMENT WAS DRAFTED BY:
City of Golden Valley
7800 Golden Valley Road
Golden Valley, MN 55427
(763) 593-8000
757
ORDINANCE NO. 783
AN ORDINANCE AMENDING THE CITY CODE
Approval of Conditional Use Permit Number 24-0003
201 General Mills Blvd., LLC., Applicant
The City Council for the City of Golden Valley hereby ordains as follows:
Section 1. City Code chapter 113 entitled “Zoning” is amended in Section 113-55
Subd. (b) by approving a Condition Use Permit for 201 General Mills Boulevard, thereby
allowing laboratories (medical, dental, or research and development) within the Office Zoning
District.
This Conditional Use Permit is approved based on the application materials and
plans submitted by the applicant, staff memos, public comments and information presented
to the Planning Commission and City Council, and findings recommended by the Planning
Commission. This Conditional Use Permit is approved pursuant to City Code Section 113-
30, Subd. g, and adopted by the City Council on May 7, 2024.
This Conditional Use Permit is subject to all of the terms of the permit to be issued
including, but not limited to, the following specific conditions:
1. At the time of building permit application, the perspective tenant shall provide any
proposed chemical inventory and any mitigation measures to the Building Division and
Fire Department for review.
Section 2. The tracts of land affected by this ordinance are legally described as:
Lot 1, Block 1, Campus View, except that part thereof lying southerly of the following
described line: Commencing at the northeast corner of said Lot 1; thence South 0 degrees
03 minutes 47 seconds East, assumed bearing along the east line of said Lot 1, a distance of
839.46 feet to the point of beginning of the line to be described; thence South 65 degrees 02
minutes 15 seconds West a distance of 110.28 feet; thence South 49 degrees 37 minutes 46
seconds West a distance of 146.67 feet; thence southwesterly and westerly a distance of
91.66 feet along a tangential curve concave to the north having a radius of 80.00 feet and a
central angle of 65 degrees 38 minutes 37 seconds; thence North 64 degrees 43 minute 37
seconds West tangent to said curve a distance of 871.56 feet to the westerly line of said Lot 1
and there terminating.
Section 3. City Code Chapter 1 entitled “General Provisions” and Sec. 1-8 entitled
“General Penalty; Continuing Violations” are hereby adopted in their entirety, by reference, as
though repeated verbatim herein.
Section 4. This ordinance shall take effect form and after its passage and publication
as required by law.
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Ordinance No. 783 -2-May 7, 2024
Adopted by the City Council this 7th day of May, 2024.
_____________________________
Roslyn Harmon, Mayor
ATTEST:
_____________________________
Theresa Schyma, City Clerk
759
EXECUTIVE SUMMARY
Community Development
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
4E. Public Hearing to Authorize Submittal of Applications to DEED's Minnesota Investment Fund (MIF)
and Job Creation Fund (JCF) Programs for Baxter Healthcare Corporation, Resolution Nos. 24-035 and
24-036
Prepared By
Christine Costello, Housing & Economic Development Manager
Summary
In February 2024 the Minnesota Department of Employment and Economic Development (DEED)
approached the City of Golden Valley regarding a request for proposal (RFP) for a company interested
in locating in Golden Valley, Minnesota or Chicago, Illinois. In partnership with DEED and GreaterMSP,
Golden Valley responded to the RFP to be considered as a potential location in Minnesota. The
company, Baxter Healthcare Corporation (Baxter), currently has a small presence in Plymouth, but
would look to consolidate existing and future operations at 201 General Mills Boulevard. The location
would become one of the company's R&D Centers of Excellence, and be 1 of 4 globally. Baxter would
be making a $30-40 MM dollar investment and creating an additional 100 new jobs over the next two
years. The combination of their existing workforce in Plymouth would bring a total of 170 jobs to
Golden Valley. Applications to DEED's Minnesota Investment Fund and Job Creation Fund programs
will assist the company in purchasing lab and technical equipment to build out space at 201 General
Mills Boulevard.
The requested actions before City Council allow for the City to assist Baxter Healthcare Corporation in
applying for DEED's Minnesota Investment Fund (MIF) program and Job Creation Fund (JCF) program.
This is the first step in the process for the company to be considered eligible for these two State
financing programs. Below is an explanation of the City and company's role for each program if the
applications are approved by the State.
Minnesota Investment Fund (MIF) Program
MIF provides dollars to local units of government in the form of grants. Cities then provide low
interest or forgivable loans to help businesses retain and create high-quality jobs with a focus on
engineering, manufacturing, and technology-related industries. The State determines the type of
assistance a company receives, including interest rates and term, based on the number of jobs being
created and overall investment in the community where the company locates or expands. MIF dollars
can be used in the purchase of any fixed assets including real estate, machinery, and equipment. In
this application, DEED's preliminary approval indicated the award will be $2,000,000 in MIF funds, and
is structured that if the company meets its job creation and retention goals, $1,210,000 of the loan will
760
be forgivable.
MIF is structured as a pass-through program meaning that the funds are awarded to the City as a grant
and then passed on to the company as a repayable loan. The City will enter into a grant agreement
with the State and a loan agreement with the company that details ongoing obligations as they relate
to the MIF dollars. The company then has two years to fulfill the job creation obligations stated in the
loan agreement. If the company meets all goals in two years, the forgivable portion of the loan will be
given. If the company does not meet job and wage goals, the funds will be paid back to the City,
who returns it to the State. The City will be responsible for submitting an annual report detailing the
progress the company has made toward job creation goals. Reporting is completed in partnership
with the company.
As part of the application, the City of Golden Valley is required to hold a public hearing concerning
submittal of the MIF application to DEED. Additionally, the City must adopt a resolution to act as the
legal sponsor for the project and will enter into a grant agreement with the State of Minnesota.
Job Creation Fund (JCF) Program
JCF provides financial incentives to new and expanding businesses that meet certain job creation and
capital investment targets. The program is available to businesses engaged in manufacturing,
warehousing, distribution, technology-related industries, and other eligible activities. JCF is the State's
pay for performance grant. The amount of award a business received at the end of its two-year
reporting period is determined by the number of jobs created by the company. Unlike other State
programs, JCF does not provide funding up front to a business but rather provides funding after a
business has completed their reporting period. JCF does not require the City to provide ongoing jobs
reporting unlike the MIF program.
With assistance from the City, the company will submit a JCF application and required supporting
documents to DEED. Then DEED evaluates the application and notifies the City and business of
approval or denial. If approved, DEED will formally designate the business as a JCF business and
determine an award amount. Awards in excess of $500,000 requires DEED to hold a public hearing,
not the City.
After the State's public hearing (if applicable), DEED drafts a business subsidy agreement specifying
project goals and duration of the agreement and sends it to the business for signature. The business
then returns the agreement to DEED for final signature by the DEED Commissioner. Through the
duration of the business subsidy agreement, the City will continue to provide assistance to the
designated JCF business. This assistance includes collecting required reporting information and
submitting progress reports, annual reports, request for payment, and providing updates to the
business regarding annually adjusted wages. Prior to application submittal, the City must adopt a
resolution to act as the legal sponsor for the project and enter into a grant agreement with the State
of Minnesota.
Financial or Budget Considerations
MIF and JCF
The administration of the MIF and JCF process will use budgeted staff time to ensure the company
completes all required reporting for the State programs. The MIF and JCF programs will have no
impact on City or HRA budget, since MIF funds are a pass-through program and JCF funds are
distributed directly to the business. The City is able to retain a portion of the non-forgivable loan from
761
MIF. Those MIF funds can come back to the City to be used for a revolving loan fund program that is in
compliance with State guidelines. This would be Golden Valley's opportunity to establish a revolving
loan fund and policy to use for future employment and economic activities in the community. Staff will
work with Finance to establish a RLF policy to ensure it meets State requirements for use and future
reporting. The RLF policy will need to be in place before funds are released to the company. The
company per the MIF process has two years to create the 100 positions so the RLF policy will need to
be in place for the end of two years and funds are disbursed.
Revolving Loan Fund (RLF) Guidelines
The City of Golden Valley may establish a RLF with the funds received through the repayment of a loan
provided from a state-funded Minnesota Investment Fund (MIF). The State confirmed that Golden
Valley can retain 40% of the non-forgivable portion of the loan, but it is limited to $100,000 per MIF
award. The purpose of the RLF is to provide financial and technical assistance for the creation and
retention of new employment. The State has provided objectives for the funds as well as eligible and
ineligible expenditures that are listed on the attachment titled, Operating Guidelines for Revolving
Loan Funds Seeded by State Minnesota Investment Fund Awards. By retaining the non-forgivable
portion of the loan Golden Valley can establish a RLF to improve our employment and economic
opportunities in the community. Golden Valley will continue to work with DEED staff and Finance to
fully understand how retained funds can be used to support future business development projects in
the City.
In addition, there are no limits on MIF and JCF projects that can be applied for in a calendar year, so if
another project were to be brought forward in Golden Valley it would be eligible to apply to both
State programs.
Legal Considerations
The City Attorney reviewed the attached resolutions to ensure they met City Code and policies. In
addition, if the State approves the applications for MIF and JCF and awards funding to the company,
the City Attorney will review and negotiate all grant agreements on behalf of the City. This has been
standard process for agreements with the State.
Equity Considerations
Equity will review all agreements if funding is awarded to ensure that Golden Valley's equity pillar of
providing unbiased programs and services is met in all agreements.
Recommended Action
If the conditional use permit (CUP) to allow laboratories (medical, dental, research and development)
at 201 General Mills Boulevard is approved as part of Item No. 4D, below are the suggested action
steps for MIF and JCF consideration:
1. Conduct and close a public hearing for the Minnesota Investment Fund (MIF) application to
ensure public testimony is received prior to consideration.
2. Motion to approve Resolution No. 24-035 authorizing submittal of an application to the
Minnesota Department of Employment and Economic Development's Minnesota Investment
Fund (MIF) program for Baxter Healthcare Corporation.
3. Motion to approve Resolution No. 24-036 supporting a Job Creation Fund (JCF) application in
connection with Baxter Healthcare Corporation.
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Simple Majority Vote is needed.
Supporting Documents
Operating Guidelines for Revolving Loan Funds Seeded by State MIF Awards
Resolution No. 24-035 - Authorizing Submittal of MIF Application
Resolution No. 24-036 - Authorizing Submittal of JCF Application
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July, 2014 1
OPERATING GUIDELINES FOR
REVOLVING LOAN FUNDS SEEDED BY
STATE MINNESOTA INVESTMENT FUND AWARDS
A local unit of government may establish a Revolving Loan Fund (RLF) with funds from a variety of sources. The
guidelines outlined in this document pertain only to a RLF seeded with funds received through the repayment of
a loan provided from the state-funded Minnesota Investment Fund (MIF) or Economic Recovery Fund programs
administered through the Department of Employment and Economic Development or its predecessors.
The local government must follow the RLF guidelines that were submitted with the initial MIF application and
approved by your DEED Senior Loan Officer. Although the guidelines provide the policies and procedures for the
reuse of these funds, the RLF policies and procedures must also adhere to the same requirements that are
followed by the state’s Minnesota Investment Fund program. In addition to the local government’s
underwriting criteria, the guidelines from Minn. Stat. 116J.8731 (some of which is summarized below) and from
the Minnesota Business Subsidy Law (Minn. Stat. 116J. 993 and 116J.994) must be included in the policies and
procedures
General Purposes and Guidelines for RLFs Seeded by the Minnesota Investment Fund
Purpose and Goals
The purpose of the RLF is to provide financial and technical assistance for the creation and retention of new
employment. These objectives may be accomplished through the following means:
1. Create/retain permanent private sector jobs to fuel above-average economic growth consistent with
environmental protection;
2. Investment in technology and equipment that increase productivity and provide for higher wages;
3. Leverage of private investment to ensure economic renewal and competitiveness;
4. Increase the local tax base to guarantee a diversified industry mix;
5. Improve the quality of existing jobs, based on increases in wages or improvements in the job duties,
training, or education associated with those jobs;
6. Improve employment and economic opportunities and create a reasonable standard of living; and
7. Enhance productivity growth through improved manufacturing or new technologies.
One way to meet these objectives is to assist businesses that have location options outside Minnesota.
These firms bring income into the state and raise the overall standard of living.
Eligible Expenditures
The MIF-seeded funds may be used in a variety of ways include example noted below. More information is
available in Minn. Stat. 116J.8731 and through conversations with your loan officer.
1. Provide loans, loan guarantees, interest buy-downs, and other forms of participation, ensuring that RLF
funds are matched by private financing.
2. Fund strategic investments in renewable energy market development. Any expenditure for external
marketing for renewable energy market development is not subject to the matching requirements
listed above.
3. Provi de entrepreneurs with training, other techni cal assistance, and financial assistance as
defined by federal guidelines.
764
July, 2014 2
Eligible Projects
Assistance must be evaluated on the existence of the following conditions as noted in Minn. Stat. 116J.8731:
1. Creation or retention of jobs, or the improvement of jobs as measured by wages, skills or knowledge;
2. Increase in the tax base;
3. Attraction of private funds to the project;
4. Incapacity of local communities and finance partners to finance project;
5. Results in higher wage levels or workforce skills;
6. Supports development of microenterprises, as defined by federal guidelines, through technical
assistance or financial assistance.
7. Need for assistance to retain existing business;
8. Importance of assistance to attract out-of-state business; and
9. The project promotes or advances the green economy.
The assistance cannot meet solely 7. or 8.; other conditions must also be present.
Eligible Activities
RLF’s may be used to fund a variety of business activities including:
1. Acquisition of land
2. Construction or rehabilitation of facilities
3. Site improvements
4. Utilities or infrastructure
5. Machinery and Equipment
6. Training
7. Working capital
Advance approval from DEED is necessary if the local government would like to provide financing fo r
activities not listed above. Approval is more likely to occur in projects that relate to business development
and involve other local government funds.
Ineligible Activities
In contrast to federal MIF funds, there are industry limitations on how state MIF RLFs may be used. State
MIF RLFs may not be used for the operation, construction or expansion of a casino, a sport facility that that
has a professional sports team as a principal tenant or any firm engaged in retailing merchandise. All
assistance should follow the approved RLF guidelines. Please call your loan officer to discuss any
prospective financing.
Wage Goals
Businesses receiving RLF-State MIF assistance must pay each employee total compensation, including
benefits not mandated by law, that on an annualized basis is equal to at least 110 % of the federal poverty
level for a family of four, which as of February 1, 2015 is $12.82 per hour. Each year’s compensation level
changes and can be found on DEED’s Business Finance MIF website.
Other Eligible Uses of the Funds
Minn. Stat. 116J.8731 allows local governments to loan or grant RLF funds to a regional development
commission, other regional entities, or a certain statewide community capital funds to provide the local
match required for capitalization of a regional or statewide RLF. Unlike federal MIF funds, state MIF funds
held by local governments never lose their state identify and must follow all applicable laws and regulations.
765
July, 2014 3
The local government must request permission from the DEED before it can commit to providing funds to
any of these organizations. The local government does not have the authority to turn over to another
entity, such as Port Authority, Economic Development Authority, Housing Authority, etc. revolving loan
funds for any purpose; these entities may administer MIF transactions provided the MIF grantee still
maintains control over the RLF.
Conflict of Interest
Minn. Stat. 471.87 and 471.88 provide guidance on conflict of interest in a MIF transaction. An actual conflict of
interest shall be deemed to exist when a decision on a MIF transaction would compromise a duty to another
party or if special advantage is deemed to occur. Potential conflict of interests should also be considered.
Business Subsidy Law
As mentioned on page 1, Minn. Stat. 116J.993 and 116J.994 must be followed in the administration of RLF-State
MIF. These sections pertain to the definition of a business subsidy, public purpose of the subsidy, criteria,
subsidy agreements, wage and job goals, timing of the project, public notice and hearing requirements, failure
to meet goals, and reporting of information regarding the outcomes of the subsidy.
Job Listing Requirements
Per Minn. Stat. 116L.66, a business that receives grants or loans in an amount greater than $200,000 must agree
to list any vacant or new positions related to the financial assistance on the MinnesotaWorks.net job bank
website.
Prevailing Wage
Per Minn. Stat. 116J.871, laborers and mechanics at the project site during construction, installation,
remodeling, and repairs must be paid the state prevailing wage if the financial assistance is greater than
$500,000 for a loan. All contracts for publicly owned infrastructure using the RLF must comply with the
prevailing wage provisions.
Data Privacy
The provision of any information related to any applications for assistance is guided by Minn. Stat. 13.591,
particularly Subd 1 and 2.
These operating guidelines provide a summary of how to administer revolving loan funds seeded with
repayments from Minnesota Investment Fund loans. Specific transactions and RLF administration should be
discussed with your DEED Senior Loan Officer. Other applicable state and federal laws and rules must also be
followed.
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RESOLUTION NO. 24-035
A RESOLUTION AUTHORIZING THE SUBMITTAL OF AN APPLICATION TO THE
MINNESTOA DEPARTMENT OF EMPLOYMENT AND ECONOMIC DEVELOPMENT
UNDER THE MINNESOTA INVESTMENT FUND (MIF) PROGRAM FOR BAXTER
HEALTHCARE CORPORATION
WHEREAS, the City of Golden Valley, Minnesota desires to act as legal sponsor
for a project from Baxter Healthcare Corporation to be submitted to the Minnesota
Department of Economic Development to apply for the Minnesota Investment Fund (MIF)
program; and
WHEREAS, the City of Golden Valley has the legal authority to apply for financial
assistance, and the institutional, managerial, and financial capability to administer the
proposed project; and
WHEREAS, the City of Golden Valley has not violated any Federal, State, or local
laws pertaining to fraud, bribery, kickbacks, collusion, conflict of interest or other unlawful
or corrupt proactive; and
WHEREAS, the City of Golden Valley has obtained credit reports and credit
information on the company. Upon review by the City of Golden Valley and Ehlers Inc.,
no adverse findings of concern regarding, but not limited to, tax liens, judgements, court
actions, and filings with state, federal and other regulatory agencies were identified.
Failure to disclose any adverse information could result in revocation or other legal action.
NOW, THEREFORE, BE IT RESOLVED, that the City of Golden Valley shall act
as legal sponsor for the project contained in the Minnesota Investment Fund Application
to be submitted on or about May 7, 2024, and that the Mayor and City Manager are hereby
authorized to apply to the Department of Employment and Economic Development for
funding of this project on behalf of the company.
BE IT FURTHER RESOLVED, that upon approval of its application by the State,
the City of Golden Valley may enter into a Grant Contract with the State of Minnesota for
the approved project, and that the City of Golden Valley certifies that it will comply with
all applicable laws, statutes, regulations and rules as stated in the Grant Contract and
described in the Project Compliance Certification of the Application.
BE IT FURTHER RESOLVED,that the Mayor and City Manager are hereby
authorized to execute the Grant Contract and amendments thereto, in the form approved
by the City Attorney, as are necessary to implement the project on behalf of the City of
Golden Valley.
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Passed by the City Council of the City of Golden Valley, Minnesota this 7th day of May,
2024.
____________________________
Roslyn Harmon, Mayor
Attested:
____________________
Theresa Schyma, City Clerk
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RESOLUTION NO. 24-036
A RESOLUTION AUTHORIZING SUPPORT OF THE MINNESOTA DEPARTMENT OF
EMPLOYMENT AND ECONOMIC DEVELOPMENT (DEED) JOB CREATION FUND
(JCF) APPLICATION IN CONNECTION WITH BAXTER HEALTHCARE
CORPORATION
WHEREAS, the City of Golden Valley, Minnesota (the “City”), desires to assist
Baxter Healthcare Corporation, which is proposing to improve a facility in the City; and
WHEREAS, the City of Golden Valley understands that Baxter Healthcare
Corporation, through and with the support of the City, intends to submit to the Minnesota
Department of Employment and Economic Development an application for an award
and/or rebate from the Job Creation Fund Program; and
WHEREAS, the City of Golden Valley held a City Council meeting on May 7, 2024
to consider this matter; and
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Golden
Valley, Minnesota, that, after due consideration, the Mayor of the City of Golden Valley,
Minnesota hereby adopts the following findings of fact related to the project proposed by
the Baxter Healthcare Corporation, and its application for an award and/or rebate from
the Job Creation Fund Program and express the approval.
The City Council hereby finds and adopts the reasons and facts supporting the following
findings of fact for the approval of the Job Creation Fund Program application:
1. That the project is in the public interest because it will encourage the growth and
commerce and industry, prevent the movement of current and future operations to
locations outside of Minnesota, result in increased employment in Minnesota, and
preserve to enhance the state and local tax base as the project intends to:
a. Create 100 new full-time jobs in the next two years.
b. Assist in the redevelopment of a 90,000 square foot building that will house
a research facility to support customers and manufacturing globally.
2. That the proposed project, in the opinion of the City Council, would not reasonably
be expected to occur solely through private investment within the reasonably
foreseeable future.
a. The company’s option to locate the project outside the State of Minnesota
to aid in the expansion of the business’ lines of production and overall
operations.
b. The company’s willingness to work the City and State of Minnesota to
advertise and recruit for new employees in the region.
3. That the proposed project conforms to the general plan for development or
redevelopment of the City as a whole including:
769
a. The proposed project is consistent with the City of Golden Valley’s
Comprehensive Plan and zoning requirements.
4. That the proposed project will afford maximum opportunity, consistent with the
sound needs of the City as a whole, for the redevelopment or development of the
project by private enterprise.
a. The project will fill an existing vacancy within Golden Valley’s office market.
b. The addition of highly-skilled positions will advance the innovation economy
in Golden Valley as well as retain existing Baxter Healthcare Corporation
positions through new investment in both human talent and physical
structure.
5. The new jobs would also be expected to positively impact other Golden Valley and
regional businesses through indirect and direct spending by the new employees
and by businesses benefiting from the enhanced sales as a result of the
incremental spending in the local and regional economy.
Passed by the City Council of the City of Golden Valley, Minnesota this 7th day of May,
2024.
____________________________
Roslyn Harmon, Mayor
Attested:
____________________
Theresa Schyma, City Clerk
770
EXECUTIVE SUMMARY
City Administration
763-512-2345 / 763-512-2344 (fax)
Golden Valley City Council Meeting
May 7, 2024
Agenda Item
6A. 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
771
Review of Council Calendar
Event Event Time Location
MAY
Thursday, May 9
Arbor Day Event (Tree Planting)9:00 AM Good Shepherd School
145 Jersey Avenue South
Tuesday, May 14
HRA Work Session 6:30 PM Hybrid - Council Conference Room
Council Work Session 6:30 PM Hybrid - Council Conference Room
Thursday, May 16
Board/Commission Recognition Event 6:00 PM - 7:30 PM Brookview - Valley Room
Tuesday, May 21
City Council Meeting 6:30 PM Hybrid - Council Chambers
Saturday, May 18
Run Meadowbrook Run 7:00 AM Brookview Park
Monday, May 27
City Offices Closed for Observance of Memorial Day
JUNE
Tuesday, June 4
Special HRA Meeting 6:30 PM Hybrid - Council Chambers
City Council Meeting 6:30 PM Hybrid - Council Chambers
Thursday, June 6
Golden Valley Business Connections 8:00 AM - 9:30 AM
MRA - The Management
Association, 5980 Golden Hills
Drive
Saturday, June 8
Golden Valley Pride Festival 12:00 PM - 6:00 PM Brookview Park
Tuesday, June 11
Council Work Session 6:30 PM Hybrid - Council Conference Room
Sunday, June 16
Market in the Valley - Opening Day 9:00 AM - 1:00 PM City Hall Campus
Tuesday, June 18
HRA Meeting 6:30 PM Hybrid - Council Chambers
City Council Meeting 6:30 PM Hybrid - Council Chambers
Wednesday, June 19
City Offices Closed for Observance of Juneteenth
Friday, June 21
Kumbayah: The Juneteenth Story Live Play
11:00 AM
(pre-show activities
begin at 10:30 AM)
Northrop, 84 Church St SE,
Minneapolis
Sunday, June 23
Market in the Valley 9:00 AM - 1:00 PM City Hall Campus
Sunday, June 30
Market in the Valley 9:00 AM - 1:00 PM City Hall Campus
JULY
Tuesday, July 2
City Council Meeting 6:30 PM Hybrid - Council Chambers
Thursday, July 4
City Offices Closed for Observance of Independence Day
772