Agenda, regular meeting — St. Helena City Council, February 10, 2026 (part 1 of 7)

City of St. Helena
Regular City Council Meeting
Tuesday, February 10, 2026 @ 6:00 PM
Vintage Hall Board Room - Second Floor
465 Main Street, St. Helena

PLEASE NOTE: Any person who wishes to speak regarding an item on the agenda or make a comment under the "Public Forum" portion of the agenda may do so, but please observe the time limit of four minutes.

The City Council meeting will be live-streamed on Comcast Channel 28 and on the City’s website.

Public comment for City Council meetings will be accepted via email to [email protected]. All public comments must be received three hours prior to the meeting. All other public comments received after the deadline will be attached to the item the next business day or soon thereafter. Public comments will not be read out loud but will be publicly available and attached to the on-line City Council agenda.

Simultaneous Spanish interpretation services during meetings can be scheduled upon request. To ensure interpreters are available, requests must be made at least 72 hours in advance by calling the Office of the City Clerk at (707) 968-2640 or emailing [email protected].

The schedule of upcoming meetings and published meeting agendas can be found on the City of St. Helena website at https://sthelena.civicweb.net/portal/.

Servicios de interpretación en español durante la reunión pueden ser solicitados por el público. Para asegurar que los intérpretes estén disponibles, los servicios tienen que ser solicitados al menos 72 horas antes de la reunión llamando a la oficina de la Secretaria de la Ciudad al (707) 968-2640 o por correo electrónico a [email protected].

El horario de las reuniones publicadas y próximas puede ser localizado en el sitio de web de la Ciudad en https://sthelena.civicweb.net/portal/.

Page

1. CALL TO ORDER

2. ROLL CALL
Mayor: Paul Dohring, Vice Mayor: Michelle Deasy, City Council Members:

Aaron Barak, Kate Spadarotto, Billy Summers

3. PLEDGE OF ALLEGIANCE

4. ADOPTION OF THE AGENDA

5. ADOPTION OF MINUTES
Estimated start time: 6:05 p.m.

5.1. Consideration and proposed approval of Regular Meeting Minutes of January 27, 2026
Regular City Council - 27 Jan 2026 - Minutes
9 - 19

6. PUBLIC FORUM:

Members of the public are entitled to speak on matters of municipal concern not on the agenda during Public Forum. Each person’s comments shall be limited to 4 minutes. Each person is entitled to speak on any non-agendized

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item only once at any meeting. Brief questions by Council Members for clarifications may be posed and answered, and Council Members may make requests that items be placed on future agendas, but in accordance with state law, no substantive discussion or action may take place unless and until the matter properly appears on the agenda.

Estimated start time: 6:10 p.m.

6.1. Public Comment - Michelle Covell 1
Public Comment - Brittany Tran
21 - 24

7. REPORTS BY STAFF AND CITY COUNCIL, FUTURE AGENDA ITEMS, AND AB 1234 REPORTS:

Reports by staff and/or Council Members on items of general interest. Brief questions for clarification may be posed and answered, and Council Members may request that items be placed on a future agenda. Except under certain circumstances, the Brown Act prohibits any other discussion or action by the City Council.

Estimated start time: 6:20 p.m.

8. PRESENTATIONS AND PUBLIC RECOGNITIONS
None.

9. STAFF BRIEFING
Estimated start time: 6:25 p.m.

9.1. Streets Master Plan Public Review Period (January 22 - February 16, 2026)
CEQA Determination: Exempt
Prepared By: Joseph Leach, Assistant City Manager/Director of Public Works/City Engineer
Recommendation:

Streets Master Plan Ready for Public Review
Staff Report - Streets Master Plan Public Review Period (January 22 - February 16, 2026) - Pdf
25 10. CONSENT ITEMS
Members of the Council or the public (present at the meeting) may ask that any items be considered individually for purposes of considering alternative action, for extended discussion, or for public comment. Unless that is done, one motion may be used to adopt all recommended actions. (Roll Call Vote) Estimated start time: 6:35 p.m.

10.1. Adopt resolution to authorize issuance of Request For Bids on the W25-01 Napa Intertie Pipeline Replacement Project
CEQA Determination: Class I Categorical Exemption under Section 15301 of CEQA
Prepared By: Mario Traverso, Project Manager
Recommendation:
27 - 49

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Approve the Resolution
Staff Report - Authorize to Bid for Napa Intertie Transmission Main Rehab Project - Pdf

10.2. Consideration and proposed adoption of a Resolution (1) Awarding the Tank 2 Rehabilitation Project to Champion Painting Specialty Services. in the amount of $1,194,310; (2) Authorizing the City Manager to execute the Construction Contract with Champion Painting Specialty Services; (3) Authorizing the Director of Public Works to approve Change Orders not-to-exceed 15% of the Contract price; and (4) Authorize the Recommended Budget Amendments/Transfers.

CEQA Determination: Class I Categorical Exemption under Section 15301 of CEQA
Prepared By: Mario Traverso, Project Manager
Recommendation:

Approve the Resolution
Staff Report - W-101 Tank 2 Rehabilitation Project Contract Award - Pdf
51 - 58

10.3. Consideration and proposed approval of a resolution authorizing the City of St. Helena Sesquicentennial parade on Main Street and authorizing City staff to assist with traffic control before, during, and after the parade.

CEQA Determination: Not a CEQA project
Prepared By: Ashley Sylvester, Director of Community Services Recommendation:

Staff recommends the City Council adopt the resolution authorizing the City of St. Helena Sesquicentennial parade on Main Street authorizing City staff to seek Caltrans approval for the limited closure, and to provide traffic control before, during, and after the parade.

Staff Report - Sesquicentennial Parade Road Closure - Pdf 59 - 63

10.4. Consideration and Proposed Adoption of a Resolution (1) Authorizing the City Manager to Execute a Construction Contract with Marine Industrial Tank, Inc. in an Amount Not-To-Exceed $83,281 for Interior Relining of Filters 5-8 at Stonebridge Wells; (2) Authorizing the Director of Public Works to Approve Change Orders up to 15%; and (3) Authorizing Appropriation of Water Enterprise Fund Balance.

CEQA Determination: Class I Categorical Exemption under Section 15301 of CEQA
Prepared By: Stephanie Killingsworth, Public Works Financial Analyst Recommendation:

Staff recommends approval of the attached Resolution.

Staff Report - Interior Relining of Filters 5-8 at Stonebridge Wells - Pdf 65 - 127

11. PUBLIC HEARINGS
Estimated start time: 6:45 p.m.

11.1. Request by City Ventures, LLC for a Vesting Tentative Subdivision Map to subdivide three existing parcels totaling 2.53 acres into 42 lots, 41 for 129 - 787

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condominium purposes, one lot for common areas to be owned by the future homeowners’ association, and one 0.1-acre lettered lot, Parcel A, to contain the riparian corridor not for development. The applicant also requests City Council authorization to pay the water neutrality in-lieu retrofit fee pursuant to SHMC Section 13.12.030. The two items currently before the City Council for review are a Vesting Tentative Subdivision Map and the Water Neutrality in-lieu retrofit fee request.

A Demolition Permit for three existing single-family residences located at 1447, 1505, and 1515 Spring Street was approved by the Planning Commission by a vote of 4-0 at the regularly scheduled December 2, 2025, Planning Commission meeting (Attachment 4). In addition, Minor Design Review of the project architecture, landscaping, and site improvements for the proposed 41 townhomes has been ministerially approved by the Community Development Director (Attachment 8).

CEQA Determination: Exempt
Prepared By: Mike Janusek, Contract Planner
Recommendation:

For the reasons described above, staff recommends that the City Council:

1. Adopt the attached Resolution (Attachment 1) authorizing the applicant to pay the Water Neutrality In-Lieu Retrofit Fee pursuant to SHMC 13.12.030; and

2. Adopt the attached Resolution (Attachment 2) approving, pursuant to a statutory exemption under PRC 21080.66, the requested Vesting Tentative Map No. TSM25-001, File #PL24- 065 for the Spring Grove Project.

Staff Report - Spring Grove Vesting Tentative Subdivision Map and Water Neutrality In Lieu Fee Request - Pdf
Presentation 1
Presentation 2
Public Comment - Michelle Covell 2
Public Comment - Katie Somple
Public Comment - Ana Ramirez
Public Comment - Susan McWilliams
Public Comment - Daniel Hale
Public Comment - Wayne Leong 1
Public Comment - Wayne Leong 2
Public Comment - David Lattin
Public Comment - Saint Helena Neighborhood Association
Public Comment - Sonja Trauss YIMBY Law
Public Comment - Joshua Devore on behalf of Julie Dickson Public Comment - Corey Smith, Housing Action Coalition
Public Comment - Richard Corsetti
Public Comment - Joshua Parke
Public Comment - Sarah Lenz
Public Comment - Linda Klein on behalf of City Ventures Public Comment - Zari Consulting Group combined
Public Comment - CA Housing Defense Fund

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12. OLD BUSINESS
None.

13. NEW BUSINESS
Estimated start time: 8:00 p.m.

13.1. City of St. Helena Public Art Project
CEQA Determination: Not a CEQA project
Prepared By: Ashley Sylvester, Director of Community Services Recommendation:

Receive direction from the City Council related to the public art project.

Staff Report - Installation of Public Art - Pdf
Presentation
789 - 802

13.2. Consideration and proposed approval of a resolution for the City Council appointment of applicants to fill the Library Board of Trustees vacancy.

CEQA Determination: Exempt
Prepared By: Andrew Bradley, Program Manager
Recommendation:

Approve a resolution appointing one applicant to the Library Board of Trustees.

Staff Report - Library Board of Trustees Appointment - February 2026 - Pdf
803 - 818

14. CITY COUNCIL REPORTS:

14.1. A. Association of Bay Area Governments (ABAG) - Executive Board B. Association of Bay Area Governments (ABAG) - General Assembly C. Napa Valley Tourism Corporation (Umbrella for Napa County) D. League of California Cities – North Bay Division
E. Napa County City Selection Committee
F. Napa County Flood Control and Water Conservation District G. Napa County Local Agency Formation Commission (LAFCO) H. Napa Valley Transportation Authority (NVTA)
I. Napa County Watershed Information Center & Conservancy (WICC) J. Upper Valley Waste Management Agency
K. Napa County Groundwater Sustainability Plan Advisory Committee

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L. Napa County Regional Climate Action Committee
M. Council Ad Hoc and Standing Committee Reports

15. ADJOURNMENT
The next Regular City Council meeting is scheduled for February 24, 2026 at 6:00 p.m.

This agenda was posted at City Hall, 1088 College Avenue, and at Vintage Hall, 465 Main Street, St. Helena, California on February 6, 2026.

Andrew Bradley, City Clerk
In Compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please call the City Clerk’s Office (707) 967-2792. Notification 72 hours prior to the meeting as required by Section 202 of the Americans with Disabilities Act will enable the City to make reasonable arrangements to ensure accessibility to this meeting.

CHALLENGING DECISIONS OF CITY ENTITIES
The time limit within which to commence any lawsuit or legal challenge to any quasi-adjudicative decision made by the City of St. Helena is governed by Section 1094.6 of the Code of Civil Procedure, unless a shorter limitation period is specified by any other provision, including without limitation Government Code section 65009 applicable to many land use and zoning decisions, Government Code section 66499.37 applicable to the Subdivision Map Act, and Public Resources Code section 21167 applicable to the California Environmental Quality Act (CEQA). Under Section 1094.6, any lawsuit or legal challenge to any quasi-adjudicative decision made by the City must be filed no later than the 90th day following the date on which such decision becomes final. Any lawsuit or legal challenge, which is not filed within that 90-day period, will be barred. Government Code section 65009 and 66499.37, and Public Resources Code section 21167, impose shorter limitations periods and requirements, including timely service in addition to filing.

If a person wishes to challenge the above actions in court, they may be limited to raising only those issues they or someone else raised at the meeting described in this notice, or in written correspondence delivered to the City of St. Helena, at or prior to the meeting. In addition, judicial challenge may be limited or barred where the interested party has not sought and exhausted all available administrative remedies.

SUPPLEMENTAL MATERIAL RECEIVED AFTER THE POSTING OF THE AGENDA
Any supplemental writings or documents distributed to a majority of the City Council regarding any item on this Agenda, after the posting of the Agenda, will be available for public review in the City Clerk’s Office located at 1088 College Avenue, St. Helena, California, during normal business hours and by appointment. In addition, such writings or documents will be made available on

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the City’s web site at https://sthelena.civicweb.net and will be available for public review at the respective meeting.

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MINUTES
City of St. Helena
Regular City Council Meeting
Tuesday, January 27, 2026 @ 6:00 PM
Vintage Hall Board Room - Second Floor
465 Main Street, St. Helena
A complete video recording of this meeting, except for closed session, can be found at https://sthelena.civicweb.net/Portal/ or by calling the City Clerk at (707) 968-2742. The City Council video is the official record of the Council meeting.

Present: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak

Absent: Council Member Kate Spadarotto and Council Member Billy Summers

1. CALL TO ORDER
Mayor Dohring called the meeting to order at 6:07 p.m.

2. ROLL CALL

3. PLEDGE OF ALLEGIANCE
Mayor Dohring led the Pledge of Allegiance.

4. ADOPTION OF THE AGENDA
City Clerk Andrew Bradley requested that certain agenda items be taken out of order, as they were not heard at the January 13, 2025, Regular City Council meeting, which was adjourned at 10:00 p.m. in accordance with Council protocols. Agenda Items

13.1, 13.2, and 13.3 will be heard prior to the Public Hearing and the remaining agenda items would be heard in regular order. Additionally, item 12.1 will be removed from the agenda to be heard at a date to be continued.

Council Member Aaron Barak moved to approve the amended agenda. The motion was seconded by Vice Mayor Michelle Deasy and on voice vote carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers ABSTAIN: None
RECUSE: None

5. ADOPTION OF MINUTES

5.1 Consideration and proposed approval of Regular Meeting Minutes of January 13, 2026.

Council Member Aaron Barak moved to approve the Regular Meeting minutes Agenda Item #5.1.

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Regular City Council
January 27, 2026
of January 13, 2026. The motion was seconded by Vice Mayor Michelle Deasy and on voice vote carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None

6. PUBLIC FORUM:

Charles Covell, Tom Belt, and Michelle Covell addressed the City Council.

7. REPORTS BY STAFF AND CITY COUNCIL, FUTURE AGENDA ITEMS, and AB 1234 REPORTS:

City Attorney Ethan Walsh reported that there was no reportable action from the January 27, 2026, Special Closed Session Meeting.

Mayor Dohring made an AB1234 report regarding his attendance at the League of California Cities - Mayors and Council Members Academy.

8. PRESENTATIONS AND PUBLIC RECOGNITIONS

8.1 Recognition of Retirement: Director of Community Development Maya DeRosa CEQA Determination: Exempt
Prepared By: Anil Comelo, City Manager
Mayor Dohring, Vice Mayor Deasy, Council Member Barak and City Manager Comelo recognized Director of Community Development, Maya DeRosa for her service to the City of St. Helena. Director DeRosa will be retiring on February 5, 2026.

9. STAFF BRIEFING & PRESENTATIONS

9.1 Provide status report of the Fiscal 2025-2026, Second Quarter for the City of St. Helena's Capital Improvement Plan (CIP).

CEQA Determination: Exempt
Prepared By: Joseph Leach, Assistant City Manager/Director of Public Works/City Engineer, Stephanie Killingsworth, Public Works Financial Analyst Recommendation:

Receive the report and provide direction as appropriate. No Council action is required.

Assistant City Manager/Director of Public Works, Joe Leach, made a brief Agenda Item #5.1.

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Regular City Council
January 27, 2026
report.

10. CONSENT ITEMS
Members of the Council or the public may ask that any items be considered individually for purposes of considering alternative action, for extended discussion, or for public comment. Unless that is done, one motion may be used to adopt all recommended actions. (Roll Call Vote)

10.1 Water Supply and Forecasting - December 2025
CEQA Determination: Not a CEQA project
Prepared By: Ian Dale, Environmental Services Tech
Recommendation:

Receive and file.

10.2 Proposed approval of a Resolution approving an Employment Agreement with Ashley Sylvester, ratifying the City Manager's appointment to serve as the Director of Community Services, and authorizing organization structure changes within the Recreation Division of the Community Services Department.

CEQA Determination: Not a CEQA project
Prepared By: Mandy Kellogg, Administrative Services Director Recommendation:

Staff recommends approval of the attached resolution.

Prior to the motion, City Attorney Ethan Walsh provided a verbal summary regarding a new Brown Act requirement that department head–level employment agreements be reported verbally. Item 10.2 concerns an employment agreement for the Director of Community Services, Ashley Sylvester. City Attorney Walsh provided the required verbal report.

Council Member Aaron Barak moved to approve items 10.1 and 10.2. The motion was seconded by Vice Mayor Michelle Deasy and on roll call carried by the following vote:

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Regular City Council
January 27, 2026

10.3 This item was pulled.

Approval of a Resolution Authorizing a Temporary Housing Allowance and Authorizing the City Manager to Execute a Side Letter with the St. Helena Employees Association (SHEA).

10.3 Approval of a Resolution Authorizing a Temporary Housing Allowance and Authorizing the City Manager to Execute a Side Letter with the St. Helena Employees Association (SHEA).

CEQA Determination: Not a CEQA project
Prepared By: Mandy Kellogg, Administrative Services Director Recommendation:

Staff recommends approval of the attached resolution.

Director of Administrative Services, Mandy Kellogg gave a brief report on the item and noted that after a meet and confer with the bargaining group, staff would like to propose to amend the temporary housing allowance from $1,000 to $1,500.

Mayor Dohring opened the public comment; public comment was received by Clark McCormick and Tom Belt.

Vice Mayor Michelle Deasy moved to approve staff’s recommendation and amend the temporary housing allowance to $1,500. The motion was seconded by Council Member Aaron Barak and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None

13. NEW BUSINESS

13.1 Item was heard out of order
Consideration and proposed approval of a resolution approving a facility use agreement between the City of St. Helena and St. Helena Little League for the use of baseball and softball facilities located at Crane Park.

CEQA Determination: Not a CEQA project
Prepared By: Ashley Sylvester, Director of Community Services Recommendation:

City Staff and the City Attorney recommend approving the proposed resolution.

Director of Community Services, Ashley Sylvester presented the item.

Agenda Item #5.1.

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Regular City Council
January 27, 2026
Mayor Dohring opened up public comment; public comment was received from Vincent Georges, James Eyer, Ignacio Del Oro, Dan Wylie, Resident, Cameron Crebs, Boyd Dennington, Josh Devore and Michelle Covell.

The matter was returned to the Council for further deliberation.

Vice Mayor Michelle Deasy moved to direct staff to continue to meet with the Little League to work toward a mutually agreeable agreement with input from councilmembers. The motion was seconded by Council Member Aaron Barak and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None

13.2 Item was heard out of order.

Consideration and approval of a Resolution providing approval to apply for a Land and Water Conservation Fund Grant to convert the Lower Reservoir properties into a public park.

CEQA Determination: Not a CEQA project
Prepared By: Andrew Bradley, Program Manager
Recommendation:

Consider and Approve the Resolution
Project Manager, Mario Traverso presented on the item.

Mayor Dohring opened public comment; Public comment was made by Donna McCormick and Deanna Griffin.

The discussion was opened to the Council, during which questions and comments were provided.

Council Member Aaron Barak moved to approve staff's recommendation. The motion was seconded by Vice Mayor Michelle Deasy and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
Agenda Item #5.1.

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Regular City Council
January 27, 2026
ABSTAIN: None
RECUSE: None
Mayor Dohring called for a 10-minute recess at 8:07 p.m.

The meeting reconvened at 8:17 p.m.

Following the recess, Mayor Dohring announced that correspondence received from an attorney regarding Item 11.1 raised public safety questions and that he would like the City Attorney to respond to those letters without getting into further discussion about the item at the meeting.

City Attorney Walsh advised the Council that, due to limitations on the number of hearings, this meeting constituted the third hearing on the item. He further noted that the item is subject to a CEQA exemption and the Permit Streamlining Act, requiring Council action prior to March 10, or the item would be deemed approved.

City Attorney Walsh requested that the Council consider a motion to continue the item to the next meeting. As the item was agendized and counted as the third hearing, the Council decided that public comment would be received on the item. Because the discussion was out of order from the agenda, the Council would hear the public comment when the item came up on the agenda.

13.3 Approval of a Resolution (Attachment 1) authorizing the City to 1. Contract with a retired annuitant to provide interim support services during a leave of absence pursuant to Government Code section 21221(g), effective February 7, 2026, through the date of retirement; and 2. Approve an Interim Support Services Agreement with James McCann, retired annuitant, for the provision of Director-level services during the leave of absence period.

Approval of a Resolution (Attachment 3) authorizing the City to 1. Ratify the City Manager's appointment of James McCann as Interim Director of Community Development pursuant to Government Code section 21221(h), effective April 4, 2026; and 2. Approve an Interim Employment Agreement with James McCann for service as Interim Director of Community Development following the retirement of the current Director.

CEQA Determination: Not a CEQA project
Prepared By: Mandy Kellogg, Administrative Services Director Recommendation:

Staff recommends approval of the attached resolutions.

Administrative Services Director, Mandy Kellogg made the presentation.

Mayor Dohring opened the Public Comment; public comment was received by Agenda Item #5.1.

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Regular City Council
January 27, 2026
Jim McCann
Vice Mayor Michelle Deasy moved to approve the resolution authorizing the City to 1. Contract with a retired annuitant to provide interim support services during a leave of absence pursuant to Government Codes section 21221(g) effective February 7, 2026, through the date of retirement; and 2. Approve an Interim Support Services Agreement with James McCann, retire annuitant, for the provision of Director-level services during the leave of absence period. The motion was seconded by Council Member Aaron Barak and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None
Vice Mayor Michelle Deasy moved to approve the resolution authorizing the City to 1. Ratify the City Manager's appointment of James McCann as Interim Director of Community Development pursuant to Government Code section 21221(h), effective April 4, 2026; and 2. Approve an Interim Employment Agreement with James McCann for service as Interim Director of Community Development following the retirement of the current Director. The motion was seconded by Council Member Aaron Barak and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, Council Member Aaron Barak
NOES:

ABSENT: Council Member Kate Spadarotto, Council Member Billy Summers ABSTAIN:

RECUESE:

11. PUBLIC HEARINGS

11.1 Request by City Ventures, LLC for a Vesting Tentative Subdivision Map to subdivide three existing parcels totaling 2.53 acres into 42 lots, 41 for condominium purposes, one lot for common areas to be owned by the future homeowners’ association, and one 0.1-acre lettered lot, Parcel A, to contain the riparian corridor not for development. The applicant also requests City Council authorization to pay the water neutrality in-lieu retrofit fee pursuant to SHMC Section 13.12.030. The two items currently before the City Council for review are a Vesting Tentative Subdivision Map and the Water Neutrality in-lieu retrofit fee request.

A Demolition Permit for three existing single-family residences located at 1447, Agenda Item #5.1.

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Regular City Council
January 27, 2026
1505, and 1515 Spring Street was approved by the Planning Commission by a vote of 4-0 at the regularly scheduled December 2, 2025, Planning Commission meeting (Attachment 4). In addition, Minor Design Review of the project architecture, landscaping, and site improvements for the proposed 41 townhomes has been ministerially approved by the Community Development Director (Attachment 8).

CEQA Determination: Exempt
Prepared By: Mike Janusek, Contract Planner
Recommendation:

For the reasons described above, staff recommends that the City Council:

1. Adopt the attached Resolution (Attachment 1) authorizing the applicant to pay the Water Neutrality In-Lieu Retrofit Fee pursuant to SHMC

13.12.030; and

City Attorney Ethan Walsh clarified that a staff report had been prepared and was available should the Council wish to receive it. He noted that if the Council intended only to take public comment, it would be helpful to receive the public comment first and then provide staff with any further direction. The Council directed that only public comment be taken.

Mayor Dohring opened the public comment period. Public comments were received by Joshua Parke, Tamara Sorensen, Clark McCormick, Dan Hale, Wayne Leong.

At 9:00 p.m. Mayor Dohring asked for a motion to continue the meeting to 9:30 p.m. Vice Mayor Michelle Deasy moved to continue to the meeting to 9:30 p.m.

The motion was seconded by Council Member Aaron Barak and on voice vote carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto, Council Member Billy Summers ABSTAIN: None
RECUSE: None
Public comment resumed and comments were made by Resident not identified, Michelle Covell, Cameron Crebs, Pat Friday and Glenn Smith.

Following the close of public comment, the matter was returned to the Council for questions and discussion.

Agenda Item #5.1.

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Regular City Council
January 27, 2026
Council Member Aaron Barak moved to continue to the item to the next City Council meeting of February 10, 2026. The motion was seconded by Vice Mayor Michelle Deasy and on roll call carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None

12. OLD BUSINESS

12.1 This item will be continued to a date unknown.

Consideration and adoption of a Resolution authorizing: 1) Amendment #1 to St. Helena Contract FY 2024-055 with Dyett and Bhatia to prepare an Environmental Impact Report for the Downtown Specific Plan for an additional $98,840 for a total contract amount not to exceed $598,840; and 2) a budget increase in the amount of $98,840 using General Fund Reserves.

CEQA Determination: Not a CEQA project
Prepared By: Maya DeRosa, Community Development Director Recommendation:

Staff recommends Council approve the attached resolution. 13 NEW BUSINESS

13.4 Establishment of 2026 City Council assignments to various City and regional Committees, Boards, and Commissions.

CEQA Determination: Not a CEQA project
Prepared By: Andrew Bradley, Program Manager
Recommendation:

Attachment 1 provides a list of current intergovernmental appointments.

Attachment 2 provides a list of Ad Hoc appointments available to fill. Staff recommends City Council review and provide affirmation or recommended changes to appointments.

Prior to hearing the item Vice Mayor Michelle Deasy move to continue the meeting to 9:45 p.m. The motion was seconded by Council Member Aaron Barak on voice-vote carried by the following vote:

AYES: Mayor Paul Dohring, Vice Mayor Michelle Deasy, and Council Member Aaron Barak
Agenda Item #5.1.

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Regular City Council
January 27, 2026
NOES: None
ABSENT: Council Member Kate Spadarotto and Council Member Billy Summers
ABSTAIN: None
RECUSE: None
City Manager Anil Comelo introduced the item and noted that Council Member Summers would no longer serve on the Napa Valley Tourism Corporation Board. Mayor Dohring agreed to serve in his place and was appointed to the board. No other changes were made to the remaining Committees, Boards and Commissions.

14. CITY COUNCIL REPORTS:

Vice Mayor Deasy made a brief report regarding the Water and Wastewater Advisory Committee and the Napa County Regional Climate Action Committee.

14.1 A. Association of Bay Area Governments (ABAG) - Executive Board B. Association of Bay Area Governments (ABAG) - General Assembly C. Napa Valley Tourism Corporation (Umbrella for Napa County) D. League of California Cities – North Bay Division
E. Napa County City Selection Committee
F. Napa County Flood Control and Water Conservation District G. Napa County Local Agency Formation Commission (LAFCO) H. Napa Valley Transportation Authority (NVTA)
I. Napa County Watershed Information Center & Conservancy (WICC) J. Upper Valley Waste Management Agency
K. Napa County Groundwater Sustainability Plan Advisory Committee L. Napa County Regional Climate Action Committee
M. Council Ad Hoc and Standing Committee Reports

15. ADJOURNMENT
Mayor Dohring adjourned the meeting at 9:32 p.m.

Agenda Item #5.1.

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Regular City Council
January 27, 2026

CHALLENGING DECISIONS OF CITY ENTITIES
APPROVED:
______________________________
Paul Jamison Dohring, Mayor
ATTEST:
_________________________
Andrew Bradley, City Clerk
Agenda Item #5.1.

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Outlook
Public forum comment for next city council meeting.

From Michelle Covell <[email protected]>
Date Sun 2/1/2026 9:00 AM
To Michelle Covell <[email protected]>
February 1, 2026
Dear City Council,
This public forum comment builds on the remarks made by Charles Covell during the January 27, 2026 City Council meeting.

The consultant, Lisa Wise Consulting, was paid a significant amount of taxpayer money to rewrite the zoning code with the stated goals of making it more user-friendly, providing clarity, and streamlining the process. Instead, the revised code has created new problems that are now costing taxpayers even more money.

Applicants are encountering issues that did not exist under the former code, forcing them into additional design review processes and fees. At the same time, taxpayers are paying for increased staff time and legal counsel to review applications, present corrections to the Planning Commission and City Council, and fix mistakes that should never have been adopted in the first place.

The most recent Planning Commission meeting is a clear example. Two signage applicants appeared, and even the Planning Director questioned whether the consultant made an error, specifically the discrepancy between 15% and 50%. Was this change in policy intentional? Did the City Council ever request it? As noted in the Grand Jury Report and in the City’s own response, our town spends a significantly higher amount on legal counsel than comparable communities. We are reportedly paying fees similar to the City of Napa, which has a population roughly 13 times larger than ours. The City acknowledged the need to evaluate what is driving these costs and how to better control them.

This zoning code rewrite provides a very clear answer.

In 2023, residents repeatedly warned that adoption of the code was premature and urged the City to conduct a side-by-side analysis with the former code to ensure accuracy and avoid unintended consequences. Instead, the Council chose to rely on staff recommendations and move forward based on timeline concerns.

I previously submitted the words of Lester Hardy, who openly acknowledged that prioritizing schedule over substance and listening only to staff was a mistake. We are now seeing the consequences of that decision.

The zoning code rewrite has failed to meet its stated goals. It failed with the alcohol beverage distance requirements, rendering portions of downtown existing non-compliant. It failed with errors in the signage code. It created non-conforming conditions in parts of the Commercial Service / Mixed Use zone due to setback changes.

The addition of the word “uncovered” would have made many existing homes non-compliant as well. I am sure more and more issues will be.... uncovered.

When a code change creates more confusion, more non-compliance, and more expense for the community, it is not a success it is a failure that must be examined honestly.

Agenda Item #6.1.

Page 21 of 818 ends

I urge the City Council to go back and read the actual public comments from 2023, not the staff summaries, but the original comments themselves, and to read them carefully. The concerns raised then are exactly the problems we are facing now.

Perhaps the application fees that residents are paying in order to deal with these mistakes should be reimbursed by the City and or Lisa Wise consulting. Like when you’re at a restaurant, and you order a burger, but you get a hotdog, you can return it, and have them correct the order. We want to return the zoning code and have it corrected, on their dollar.

Sincerely,
Michelle Liu Covell
Spoken as a tax paying resident.

Please see my comments from 2023.

Not in any other role.

Agenda Item #6.1.

Page 22 of 818 ends

Outlook
Public Comments
From Brittany Tran <[email protected]>
Date Tue 2/10/2026 6:15 PM
To Public Comment <[email protected]>
Hello,
I would like to submit this public comment to the City of St Helena Council:

Good evening, Mayor, Council Members and Staff. My name is Brittany and I’m with Optimized Investment Partners—a firm that works exclusively with municipalities including the Cities of Sonoma, Suisun City, and Cotati. Our preliminary analysis of your City of St Helenas’s financials reveals that your City could generate additional interest income through optimized portfolio management. The City is budgeting for approximately $340,000 in interest income in the current fiscal year. With our support, the City could budget for approximately $1.3 million in the next 12 months. The increase in budget could solve some of the City’s unfunded liabilities and budget deficits as well as help with long-term capital improvement plan needs.

We currently serve 27 California municipalities, where we’ve innovated the 40-year-old "cookie cutter" approach with truly customized comprehensive cash management. Our methods typically achieve 90- 95% portfolio utilization compared to the industry standard of 50-60%, unlocking significant revenue potential.

The most common question we get is “How does OIP keep our money safe?” We understand that investments sound risky. Our 20+ years of municipal finance experience means we understand the realities you face and will create a transparent path to optimal portfolio management. Rest assured that OIP honors the California Government Code, seeking to improve safety, ensure liquidity, and optimize returns. With our 30-day termination clause, the City has little to lose.

Our ask is simple:

Visit our website to learn more about our approach and review our client list to see who else has optimized their portfolio.

Then, encourage Director of Administrative Services Kellogg to schedule time to speak with us. My email will include a meeting request.

Thank you for your time and we look forward to connecting with you soon.

Thank you,
Brittany Tran
Marketing Director
[email protected]
(858) 777-9789
Agenda Item #6.1.

Page 23 of 818 ends

https://optimizedip.com
This message and any attachments may contain information that may be confidential and/or privileged and is intended for use only by the addressee(s) named on this transmission. If you are not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are notified that any review, copying, distribution or use of this transmission is strictly prohibited. If you have received this transmission in error, please (i) notify the sender immediately by e-mail or by telephone and (ii) destroy all copies of this message. Optimized Investment Partners, LLC: 2212 Carol View Drive, 103 Cardiff, CA 92007.

To be removed from all future e-mails, please send your response to [email protected] Agenda Item #6.1.

Page 24 of 818 ends

Agenda Report to the City Council
Agenda Section: STAFF BRIEFING
Department: Public Works
DATE: February 10, 2026
FROM: Joseph Leach, Assistant City Manager/Director of Public Works/City Engineer
SUBJECT: Streets Master Plan Public Review Period (January 22 - February 16, 2026)

RECOMMENDED
ACTION:

Streets Master Plan Ready for Public Review

PREVIOUS COUNCIL
ACTION:

STATEMENT OF THE
PURPOSE:

FINANCIAL IMPACT:

Agenda Item #9.1.

Page 25 of 818 ends

Page 26 of 818 ends

Agenda Report to the City Council
Agenda Section: CONSENT ITEMS
Department: Public Works
DATE: February 10, 2026
FROM: Mario Traverso, Project Manager
SUBJECT: Adopt resolution to authorize issuance of Request For Bids on the W25-01 Napa Intertie Pipeline Replacement Project

RECOMMENDED
ACTION:

Approve the Resolution

PREVIOUS COUNCIL
ACTION:

The W25-01 Napa Intertie Pipeline Replacement Project is included in the City’s FY 2024-2028 CIP which was
approved by City Council on June 13, 2023 and again in
the FY 2025-2029 CIP adopted by Council on September
24, 2024.

Council authorized execution of a Professional Services Agreement with Kimley-Horn for engineering services on
May 14, 2024 via Resolution 2024-062.

STATEMENT OF THE
PURPOSE:

The purpose of this action is to approve the scope and
design of CIP project W25-01 Napa Intertie Pipeline
Replacement Project, in accordance with the municipal
code in preparation for advertisement for bidding.

FINANCIAL IMPACT: None. Project budget will be updated with the authorization to award a construction contract.

BACKGROUND:

The City of St. Helena provides water from three sources. The sources include Bell Canyon Reservoir, located on Crystal Springs Road, the Stonebridge Wells, located on College Avenue, and the City of Napa via a distribution system connection (intertie) located in Rutherford. A 12-inch steel pipeline delivers the Napa water from Rutherford to St. Helena. This pipeline was installed in the 1940's and has reached the end of it's useful life. The poor condition of the pipeline results in frequent ruptures and leaks.

Additionally, due to the poor condition, the water delivery must operate at a reduced pressure which results in reduced delivery capacity. In 2009, 2500 linear feet of the pipeline was replaced from the booster station in Rutherford north to Mee Lane. The current project will replace the remainder of the pipeline which will be from Mee Lane to the Sulphur Creek Bridge.

DISCUSSION:

As mentioned, the pipeline has been in service since 1941 and delivers up to a third of the City's potable water. In 2019 a capital improvement project was developed to replace the pipeline. The design effort for the project began in June 2024. The engineering design firm, Kimley Horn, prepared the plans for the project. The plans can Agenda Item #10.1.

Page 27 of 818 ends

be found as Attachment 2. Generally, the project involves a repeating sequence of excavating pits along the existing pipeline and pulling a new pipeline inside of the existing pipeline (i.e. this method of construction is called pipe bursting). Due to the location of the pipeline, extensive coordination efforts will be required including cooperation with Caltrans, the Wine Train, PG&E and all customers currently served from the existing pipeline. While the projects is expected to be logistically challenging, the impacts are anticipated to be minimal. The plans and specifications for the project have been completed, Staff is requesting approval to post and solicit bids. If approved, Staff anticipates construction occurring in late summer.

ENVIRONMENTAL REVIEW: Exempt
GOAL:

Goal 2: Improve Infrastructure & Further Environmental Sustainability Goal 3: Pursue Water Security & Sustainable Management of Water Resources Goal 8: Implement Capital Improvement Plans (CIP) Projects Miscellaneous/Other DOCUMENTS ATTACHMENTS:

Attachment 1 - Resolution - PSE Approval
Attachment 2 - Plans
Attachment 3 - CIP Page W25-01
Agenda Item #10.1.

Page 28 of 818 ends

CITY OF ST. HELENA
RESOLUTION NO. 2026 -
FINDING THE W25-01 NAPA INTERTIE PIPELINE
REPLACEMENT PROJECT EXEMPT FROM CEQA;
APPROVING AND ADOPTING THE PROJECT PLANS;

AND AUTHORIZING THE BID REQUEST FOR THE NAPA
INTERTIE PIPELINE REPLACEMENT PROJECT.

RECITALS
A. The City of St. Helena is responsible for maintenance of City owned utility infrastructure; and
B. On September 24, 2024, City Council approved the FY 2025-2029 CIP which includes the W25-01; and
C. The W25-01 Napa Intertie Pipeline Replacement Project scope was developed in accordance with the adopted Capital Improvement Program; and D. The Project Plans for the W25-01 Napa Intertie Pipeline Replacement Project have been prepared by Kimley – Horn consulting engineers, reviewed by the City Engineer, and presented for approval and authorization to bid.

RESOLUTION
The City Council of the City of St. Helena hereby resolves as follows:

1. The project is categorically exempt from the California Environmental Quality Act, pursuant to CEQA Guidelines section 15301, Existing Facilities Class 1 which exempts the operation, repair, maintenance, and permitting of existing facilities involving negligible or no expansion of use including publicly owned utilities; and

2. The Project Plans will be available on the City of St. Helena’s website and for viewing at St. Helena Public Works, 1088 College Avenue, are hereby approved; and

3. The Public Works Director/City Engineer is authorized to solicit bids for the subject project.

Approved at a Regular Meeting of the St. Helena City Council on February 10, 2026, by the following vote:

Mayor Dohring: __________
Vice Mayor Deasy: __________
Agenda Item #10.1.

Page 29 of 818 ends

Council Member Barak: __________
Council Member Spadarotto: __________
Council Member Summers: __________
APPROVED: ATTEST:
________________________ ________________________
Paul Jamison Dohring, Mayor Andrew Bradley, City Clerk
Agenda Item #10.1.

Page 30 of 818 ends

C-200
C-201 C-202 C-203 C-204 C-205 C-206 GALLERON RD WHITEHALL LN ZINFANDEL LN STICE LN INGLEWOOD AVE LEWELLING LN EL BONITA AVE GRAYSON AVE VIDOVICH LN CHARTER OAK AVE SULPHUR SPRINGS AVE VINTAGE AVE CHAIX LN DOWDELLLN WHITE LN CHARTER OAK AVE

SULPHUR
CREEK

MITCHELL DR
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

LOCATION MAP
NTS
ST. HELENA WATERLINE REPLACEMENT

FROM BALE SLOUGH TO SULPHUR CREEK BRIDGE IN
THE CITY OF ST. HELENA, CA
100% PLANS
DECEMBER 2025

PROJECT TEAM
HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83) 2011 EPOCH BASED UPON G.P.S. OBSERVATIONS ON NETWORK UTILIZING CONTINUALLY OPERATING REFERENCE STATION (C.O.R.S.) INFORMATION FROM THE CALIFORNIA SPATIAL REFERENCE CENTER (C.S.R.C.).

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

SURVEY CONTROL WAS ESTABLISHED PER GPS OBSERVATIONS
PERFORMED FEBRUARY 2023 AND AUGUST THRU NOVEMBER 2016. A SITE CALIBRATION WAS PERFORMED FEBRUARY 2023. GROUND SURVEY
CONTROL WAS ESTABLISHED USING THIS CALIBRATION.

CONTOURS ARE SHOWN EVERY ONE FOOT (1'), HIGHLIGHTED EVERY FIVE FEET (5').

ABREVIATIONS
REFER TO 2023 CALTRANS STANDARD PLANS FOR ALL STANDARD
ABBREVIATIONS.

AB
ARV
AVE
BFP
CAB
CATV
CONC
CRZ
DCV
DI
DR
ELEC
ELEV
ES
ETW

EX/EXIST
FH
FL
GV
HMA
ICV
JP
JB
LN
MGS
MH
MOD
MPH
OFF
OH
PB
PCC
PG&E
PRC
PROP
PVC
PVI
PVT
R/W
RD
RR

AGGREGATE BASE

AIR RELEASE VALVE
AVENUE

BACKFLOW PREVENTER

CABINET

CABLE TELEVISION

CONCRETE

CLEAR RECOVERY ZONE

DIRECTIONAL CONTROL VALVE

DRAINAGE INLET
DRIVE

ELECTRICAL

ELEVATION

EDGE OF SHOULDER

EDGE OF TRAVELED WAY

EXISTING

FIRE HYDRANT

FLOW LINE

GAS VALVE

HOT MIX ASPHALT

IRRIGATION CONTROL VALVE

JOINT POLE

JUNCTION BOX
LANE

MIDWEST GUARDRAIL SYSTEM

MAINTENANCE HOLE

MODIFIED

MILES PER HOUR
OFFSET

OVERHEAD

PULLBOX

PORTLAND CEMENT CONCRETE, POINT OF COMPOUND VERTICAL CURVE

PACIFIC GAS & ELECTRIC COMPANY

POINT OF REVERSE CURVE

PROPERTY

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

RIGHT OF WAY
ROAD

RAILROAD
SD
SHLD
SL
SR
SS
SSMH
ST
STA
STRM
STRUC
TELE
TS
TYP
UTIL
VAR
VC
VLT
WM
WO
WTR/W
WV
XING

STORM DRAIN

SHOULDER

STREET LIGHT

STATE ROUTE

SANITARY SEWER

SANITARY SEWER MAINTENANCE HOLE
STREET

STATION

STORM (DRAIN)

STRUCTURE

TELECOMMUNICATIONS

TRAFFIC SIGNAL

TYPICAL

UTILITY

VARIABLE, VARIES

VERTICAL CURVE
VAULT

WATER METER

WHITE OAK
WATER

WATER VALVE

CROSSING

SURVEYOR NOTES
APPROVED BY:

CIVIL

KIMLEY-HORN AND ASSOCIATES
4637 CHABOT DR SUITE 300
PLEASANTON, CA 94588

TYLER WHALEY, PE
925-398-4840

PROJECT MAP
1" = 500'
C-001
1 COVER SHEET
LEGEND

EXISTING PROPOSED

PROPERTY LINE / RW

CENTER LINE

STORM DRAIN LINE

SANITARY SEWER

WATER LINE

GAS LINE

ELECTRIC LINE

TELECOM LINE

SURVEY MONUMENT

UTILITY DEMO

WATER METER

FIRE HYDRANT

WATER VALVE
PCC
TEE

DECORATIVE LANDSCAPE REPLACEMENT

COMMUNICATION LINE
SURVEY
RSA+
1515 FOURTH STREET
NAPA, CA 94559
707-252-3301

SHEET INDEX

SHEET NUMBER SHEET TITLE
C-001 COVER SHEET
C-002 GENERAL NOTES
C-100 HORIZONTAL CONTROL
C-200 WATERLINE IMPROVEMENT STA 0+00.00 - 22+85.45
C-201 WATERLINE IMPROVEMENT STA 22+85.45 - 27+94.44
C-202 WATERLINE IMPROVEMENT STA 27+94.44 - 52+90.12
C-203 WATERLINE IMPROVEMENT STA 52+90.12 - 77+91.43
C-204 WATERLINE IMPROVEMENT STA 77+91.43 - 102+39.61
C-205 WATERLINE IMPROVEMENT STA 102+39.61 - 127+37.88
C-206 WATERLINE IMPROVEMENT STA 127+37.88 - 151+80.00
C-300 CONNECTION ENLARGEMENTS
C-301 CONNECTION ENLARGEMENTS
C-302 CONNECTION ENLARGEMENTS
C-303 CONNECTION ENLARGEMENTS
C-400 TYPICAL SECTIONS
C-500 CONSTRUCTION DETAILS
C-501 CONSTRUCTION DETAILS
C-502 CONSTRUCTION DETAILS

AC PAVEMENT REPLACEMENT
SAWCUT

TRENCH LIMITS

EASEMENT LINE

REDUCER
Agenda Item #10.1.

Page 31 of 818 ends

OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

C-002
2 GENERAL NOTES
DESIGN ENGINEER'S NOTES:

1. THE TERM “DESIGN ENGINEER” USED HEREIN SHALL MEAN THE ENGINEER WHO HAS SIGNED AND SEALED

HIS/HER RESPECTIVE PLAN SHEETS AND IS IN RESPONSIBLE CHARGE OF THE ENGINEERING DESIGN ON THOSE SHEETS. THE TERM “CONTRACTOR” USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS.

2. THE DESIGN ENGINEER SHALL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, IMPLEMENT, AND MAINTAIN ALL SAFETY

MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY MEASURES, PROCEDURES

AND PROGRAMS AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE

AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

3. THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S MEANS AND

METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE, SEQUENCE, SCHEDULE,

SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE DESIGN ENGINEER HAVE ANY AUTHORITY OR RESPONSIBILITY TO DIRECT OR STOP THE WORK OF ANY CONTRACTOR.

4. ANY CHANGES MADE BY THE CONTRACTOR TO THE CONTRACTUALLY AGREED UPON SCOPE, SCHEDULE

AND/OR FEE, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE OWNER, IS THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR

DIRECTING, IMPLICITLY OR EXPLICITLY ANY SUCH CHANGES AND THE CONTRACTOR ASSUMES ALL RISK OF UNDERTAKING ANY SUCH CHANGES.

5. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN ENGINEER AND OWNER, THEIR

OFFICERS, AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS, JUDGMENTS,

LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR ALLEGED, IN

CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE PERFORMANCE OF WORK ON

THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE OR CONCURRENT NEGLIGENCE OF THE OWNER OR THE DESIGN ENGINEER.

6. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL ISSUE A RFI IN

WRITING FROM THE DESIGN ENGINEER AND THE OWNER, REQUESTING A CLARIFICATION BEFORE PERFORMING ANY RELATED OR IMPACTED WORK. ANY ELECTRONIC FILES ARE PROVIDED ONLY FOR THE

CONVENIENCE OF THE RECEIVING PARTY AND ARE INTENDED SOLELY FOR THE EXCLUSIVE USE BY THAT PARTY FOR THE PURPOSES EXPRESSLY AUTHORIZED. IN ACCORDANCE WITH STANDARD INDUSTRY PRACTICE, ONLY PRINTED COPIES OF DOCUMENTS DESIGNATED AS “ISSUED FOR CONSTRUCTION”, OR EQUIVALENT DESIGNATION, MAY BE RELIED UPON.

7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PREPARING ITS BID, IN WHOLE AND IN PART, BASED UPON THE DESIGN SHOWN ON THESE PLANS. THE CONTRACTOR IS NOT AUTHORIZED TO USE ANY QUANTITIES SHOWN ON THESE PLANS WITHOUT THE EXPLICIT WRITTEN PERMISSION OF THE ENGINEER OF RECORD.

THE DESIGN ENGINEER MAKES NO WARRANTY OR REPRESENTATION AS TO THE SUITABILITY OF ANY INFORMATION SHOWN HEREON FOR DETERMINING A CONTRACTOR BID.

8. ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR SHOWN

ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.

9. THE EXISTENCE, LOCATION, TYPE, CONDITION AND SIZE OF UNDERGROUND UTILITIES, FACILITIES OR STRUCTURES ('FACILITIES”) SHOWN ON THESE PLANS WAS OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS, OR AS PROVIDED BY OTHERS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID INFORMATION. THE CONTRACTOR SHALL CONFIRM SAID INFORMATION BY FIELD MEASUREMENTS, OBSERVATIONS AND WHATEVER MEANS NECESSARY, PRIOR TO CONSTRUCTION.

THE CONTRACTOR WILL IMMEDIATELY INFORM THE DESIGN ENGINEER IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND. THE CONTRACTOR SHALL PROTECT THE FACILITIES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AS NEEDED. ALL DAMAGES

THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR.

10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND

FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF

REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE FULLY AND

SOLELY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL SUCH FACILITIES WHETHER NOTED ON THESE PLANS OR NOT. THE DESIGN ENGINEER

ASSUMES NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER AND/OR AUTHORITY HAVING JURISDICTION AS NEEDED.

11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK ADJACENT TO,

ABOVE OR BELOW THEIR FACILITIES AND SHALL COORDINATE ALL WORK WITH UTILITY COMPANY REPRESENTATIVES.

12. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADING ELEMENTS BEFORE THE START OF CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES.

13. THE CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL AND ALL OTHER PLANS PRIOR TO COMMENCING CONSTRUCTION. SHOULD DISCREPANCIES OR CONFLICTING INFORMATION BE FOUND ON

ANY PLANS, OR IN ANY SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND DESIGN ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK IN QUESTION.

14. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT THE PROJECT PROPERTY FROM ANY

EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS, BY APPROPRIATE MEANS, OR

BY SPECIFIC MEANS DESCRIBED IN THE PROJECT'S PLANS, SPECIFICATIONS OR STORM WATER POLLUTION

PREVENTION REPORT, UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR

MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE AND THE AGENCY HAVING JURISDICTION. THE DESIGN ENGINEER SHALL HAVE NO RESPONSIBILITY TO DIRECT THE

CONTRACTOR REGARDING THE MEANS AND METHODS OF STORMWATER POLLUTION PREVENTION, SEQUENCE, OR SCHEDULE.

15. ALL SHOP DRAWINGS, RFIS AND ANY OTHER DOCUMENTS THAT REQUIRE DESIGN ENGINEER REVIEW

SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF CONSTRUCTION OF THAT ITEM, TO ALLOW ADEQUATE REVIEW, COORDINATION AND RESPONSE. SAID DOCUMENTS ARE NOT A DIRECTION

FROM THE DESIGN ENGINEER TO MODIFY THE CONTRACTORS SCOPE, SCHEDULE OR PRICE, AND THE CONTRACTOR WARRANTS NOT TO USE THEM AS SUCH.

16. THE CONTRACTOR SHALL ENSURE APPROPRIATE LICENSED PROFESSIONALS HAVE BEEN RETAINED BY

THE CONTRACTOR TO PROVIDE ANY/ALL REQUIRED PROJECT CERTIFICATIONS AS MAY BE REQUIRED BY ANY AUTHORITY HAVING JURISDICTION. THE DESIGN ENGINEER WILL NOT PROVIDE ANY PROJECT CERTIFICATIONS UNLESS SPECIFICALLY RETAINED BY THE OWNER TO PROVIDE LIMITED SERVICES.

17. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO DOCUMENT ALL CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS DURING CONSTRUCTION. THE LICENSED SURVEYOR SHALL PREPARE A SIGNED AND SEALED “AS-BUILT' DRAWING UPON COMPLETION OF CONSTRUCTION. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE PREPARATION IN WHOLE OR IN PART OF THE “AS-BUILT” DRAWINGS.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED

WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS

APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE MOST CURRENT VERSION OF THE LAND SURVEYORS ACT.

19. THIS PROJECT IS LOCATED WITHIN THE CALTRANS RIGHT OF WAY. A CALTRANS ENCROACHMENT PERMIT WILL BE REQUIRED FOR THIS PROJECT.

EROSION CONTROL:

1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER

QUALITY REQUIREMENTS, LAWS, AND ORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE.

2. EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBANCE.

3. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT.

4. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND

EFFECTIVENESS OF ALL EROSION CONTROL DEVICES, BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE.

5. CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND

REMOVAL FOR EACH BMP EMPLOYED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE.

6. AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVED DETAILS.

7. THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED.

8. CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING.

9. CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS AS NEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE

EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENT SEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER.

10. OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE

PROJECT SITE AND MUST ALSO COMPLY WITH THE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATION AND

THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL

PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWN ON THE EROSION CONTROL PLAN.

11. ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO

ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH AN APPROPRIATE BARRIER.

12. CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR

GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TO VERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY.

13. CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITY SPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALL INGRESS/EGRESS.

14. SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITE ROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY.

15. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THE CONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS.

16. WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL

BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP.

17. ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR.

18. WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES

OR DIRT IS BEING TRACKED ONTO A ROADWAY, THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLY OFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC

RE-GRADING OR NEW STONE MAY BE REQUIRED TO MAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE.

19. TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE

LAST DISTURBANCE OF ANY AREA, UNLESS ADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE.

20. CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH AS CONSTRUCTION PROGRESSES.

21. UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THE AREA IS EITHER COVERED BY PERMANENT

IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIAL VEGETATIVE COVER.

22. AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND

BORROW DITCHES AFFECTED BY THE CONSTRUCTION SHALL BE DREDGED, AND THE SEDIMENT

GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLE REGULATIONS.

CITY OF ST. HELENA WATER NOTES:

1. ALL MATERIAL, WORKMANSHIP, AND CONSTRUCTION DETAILS SHALL CONFORM TO THE LATEST EDITION OF THE CITY OF ST. HELENA, "STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS", INCLUDING ALL ADDENDA, STANDARD PLAN REVISIONS, AND SPECIAL PROVISIONS. ALL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH "CALIFORNIA REGULATIONS RELATED TO DRINKING WATER", TITLE 22, SECTION 64570.

2. EXCAVATION SHALL BEGIN BY EXPOSING THE END OF THE EXISTING MAIN TO DETERMINE ITS LINE AND GRADE. THE NEW MAIN SHALL START NOT LESS THAN EIGHT (8) FEET FROM THE EXISTING MAIN AND ALIGN WITH ITS LINE AND GRADE. PIPE LAYING SHALL THEN BE ADJUSTED TO ENSURE THE DEPTH OF THE NEW MAIN CONFORMS TO NOTE #3 BELOW.

3. MINIMUM COVER DEPTH FROM FINISHED GRADE SHALL BE: - 32" FOR 6" MAINS - 36" FOR 8" MAINS
- 44" FOR 12" MAINS
- 48" FOR 14" AND LARGER MAINS
- 4" AND 10" MAINS SHALL REQUIRE SPECIFIC APPROVAL FROM THE CITY ENGINEER

4. VALVE SPECIFICATIONS
- 4" THROUGH 10" MAINLINE VALVES SHALL BE RESILIENT SEAT GATE VALVES. - 12" AND LARGER MAINLINE VALVES SHALL BE BUTTERFLY VALVES. - BLOW-OFF VALVES SHALL BE 2" BALL VALVES WITH ROTATION STOPS.

5. NO.12 INSULATED COPPER WIRE SHALL BE LAID ON TOP OF AND ALONG THE ENTIRE LENGTH OF ALL NON-METALLIC MAINS. WIRE SHALL EXTEND TO THE SURFACE AT ALL VALVE LOCATIONS, BLOW-OFFS, AND METER BOXES FOR LOCATOR EQUIPMENT ATTACHMENT. WIRE SHALL BE SECURELY FASTENED TO THE PIPE USING DUCT TAPE AT APPROXIMATELY 10-FOOT INTERVALS TO PREVENT DISPLACEMENT DURING BACKFILLING.

6. MAINS CONSTRUCTED WITHIN 10' OF SEWER PIPE REQUIRE SPECIAL INSTALLATION AND DESIGN, SUBJECT TO APPROVAL BY THE CITY ENGINEER PER "CALIFORNIA DEPARTMENT OF PUBLIC HEALTH SERVICES STANDARDS".

7. ALL TRENCHING, BACKFILL, AND RESURFACING REQUIRED FOR WATER SYSTEM INSTALLATION SHALL CONFORM TO CITY STANDARDS.

8. ONLY CITY WATER DEPARTMENT PERSONNEL SHALL OPERATE VALVES AND FIRE HYDRANTS ON EXISTING MAINS OR WATER SERVICES.

9. SERVICE LATERALS NOT SHOWN OR NOTED ON THE PLANS SHALL NOT BE INSTALLED PRIOR TO OBTAINING

CITY APPROVAL

10. STANDARD WATER SERVICE LATERAL INSTALLATION: - 1" SERVICE LATERALS FOR RESIDENTIAL DEVELOPMENTS. - 2" SERVICE LATERALS FOR COMMERCIAL DEVELOPMENTS.

11. WATER AND SEWER SERVICE LATERALS SHALL BE SEPARATED BY A MINIMUM OF FIVE (5) FEET HORIZONTALLY.

12. METER BOXES, VAULTS, AND PITS SHALL BE BEDDED ON A MINIMUM 3" LAYER OF CLEAN 3/4" DRAIN ROCK, AB-2, OR EQUIVALENT MATERIAL WITH A SAND EQUIVALENT OF 20 MINIMUM, FREE FROM NATIVE SOIL CONTAMINATION. THE GRAVEL BED SHALL EXTEND AT LEAST 4" BEYOND ALL SIDES OF THE METER BOX.

THE BOX SHALL BE SET FLUSH WITH THE CURB, SIDEWALK, OR GROUND AS APPLICABLE, WITH THE ADDRESS NOTED ON THE TOP SIDE USING A PERMANENT MARKING PEN.

13. METER BOXES SHALL BE LOCATED OUTSIDE TRAFFIC-LOADING AREAS, UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER.

14. METER BOXES AND VAULTS SHALL BE POSITIONED SO THAT READING LIDS ALIGN AS CLOSELY AS POSSIBLE WITH METER REGISTERS.

15. UNLESS OTHERWISE PRE-APPROVED BY THE CITY ENGINEER, ONSITE WATER LINES SHALL MATCH THE SIZE OF THE WATER METER.

16. FOR SERVICES LARGER THAN 1", IF THE WATER SERVICE LATERAL OR THE ONSITE BUILDING LINE IS

ALREADY INSTALLED WITHIN THE STANDARD PLAN TOLERANCES, THE MOST RECENTLY INSTALLED COMPONENT SHALL ALIGN WITH THE EXISTING LINE AND GRADE.

17. ITEMS SPECIFIED ON STANDARD PLANS OR APPROVED BY THE CITY ENGINEER ARE AUTHORIZED FOR USE.

18. METER MANIFOLDS SHALL BE FULLY DETAILED AND PRE-APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION AND USE. ALL MANIFOLDS WITH FITTINGS 2" OR SMALLER SHALL BE CONSTRUCTED USING, SOLELY, THREADED BRASS PIPE AND FITTINGS, FROM THE SERVICE LATERAL TO THE METER CONNECTION.

PLASTIC PIPES SHALL BE PROHIBITED FOR USE MANIFOLDS OF ANY SIZE, OR TYPE. SERVICE LATERALS MAY SUPPORT NO MORE THAN SIX (6) METERS MAY, WITH NO MORE THAN THREE (3) METERS ON EITHER SIDE OF THE SERVICE LATERAL.

19. TO ABANDON A WATER SERVICE, EXPOSE AND SHUT OFF THE FULL-SERVICE STAINLESS STEEL CAP, THEN SEVER THE LATERAL CONNECTION.

20. THERE SHALL BE NO UNMETERED CONNECTIONS TO THE CITY OF ST. HELENA WATER SYSTEM, INCLUDING METER BYPASSES FOR ONSITE PLUMBING TESTS OR OBTAINING CONSTRUCTION WATER. PRESSURE TESTING AGAINST VALVES SHALL NOT BE ALLOWED. ONCE A SUBDIVISION WATER MAIN HAS BEEN ACCEPTED AND TIED IN, INDIVIDUAL CURB STOPS SHALL CONSTITUTE DIRECT TIE-IN CONNECTIONS. ALL

UNMETERED CONNECTIONS SHALL BE SEVERED BY THE WATER DEPARTMENT AND SHALL RESULT IN PENALTIES INCLUDING FINES AND FEES FOR ESTIMATED WATER USAGE.

21. UPON APPLICATION TO THE CITY, THE APPLICANT SHALL SE SOLELY RAW WATER FOR CONSTRUCTION ACTIVITIES. UNMETERED USE OF WATER FROM FIRE HYDRANTS IS STRICTLY PROHIBITED. A 2" TEMPORARY

CHECK VALVE AND METER SHALL BE FURNISHED THE END OF THE EXISTING WATER MAIN OR AT NEARBY FIRE HYDRANT AS REQUIRED.

22. BEFORE ANT COMBUSTIBLE MATERIALS MAY BE STORED ON ANY SITE, THE FIRE DEPARTMENT SHALL APPROVE FIRE FLOW AND SITE ACCESS IN COMPLIANCE WITH ALL APPLICABLE CITY CODES. PRIOR TO

PLACING ANY FIRE HYDRANT INTO SERVICE, A HIGH-VELOCITY WATER FLUSH OF THE HYDRANT LATERAL SHALL BE PERFORMED BY THE APPLICANT AND APPROVED BY WATER DEPARTMENT PERSONNEL. ANY HIGH-VELOCITY FLUSH SHALL REQUIRE OPERATING THE HYDRANT WITH A SUITABLE DIFFUSER. WATER

DEPARTMENT PERSONNEL SHALL NOT APPROVE A HIGH VELOCITY WATER-FLUSH OF THE HYDRANT

LATERAL AS COMPLETED UNTIL SUCH TIME AS WATER DEPARTMENT PERSONNEL ARE FULLY SATISFIED THAT THE LINE(S) ARE CLEAR OF DEBRIS. DETERMINATION THAT ANY HIGH-VELOCITY WATER FLUSH OF

ANY HYDRANT LATERAL IS COMPLETE SHALL BE AT THE SOLE DISCRETION OF THE WATER DEPARTMENT PERSONNEL.

23. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL MAKE THE FINAL CONNECTION TO THE

WATER SYSTEM, AT THE DEVELOPER'S SOLE EXPENSE, AND UNDER INSPECTION BY A CITY WATER DIVISION REPRESENTATIVE, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

24. WHEN A CONNECTION TO AN EXISTING WATER MAIN IS REQUIRED, THE CONTRACTOR SHALL PROVIDE ALL EXCAVATION, SHORING, BACKFILL, AND TRENCH RESURFACING PER CITY STANDARDS.

25. FOR "HOT TAP" CONNECTIONS: - THE CONTRACTOR SHALL FURNISH AND INSTALL THE TAPPING VALVE AND SADDLE AT THEIR EXPENSE. - THE INSTALLATION SHALL BE OBSERVED BY A WATER DIVISION REPRESENTATIVE. - SAME-SIZE HOT TAPS ARE STRICTLY PROHIBITED.

26. HOT TAPS PERMITTED MONDAY THROUGH THURSDAY.

27. THE CONTRACTOR SHALL COORDINATE ALL WATERMAIN CONNECTION WORK WITH THE CITY WATER DIVISION AT (707) 968-2658 AND PROVIDE NOTICE PER CONSTRUCTION SPECIFICATIONS BEFORE COMMENCING WORK.

28. AFTER A STREET HAS BEEN OVERLAID, ALL WATER VALVE BOXES SHALL BE MARKED IN WHITE PAINT BEFORE THE END OF THAT WORK DAY.

29. WITHIN TWO (2) WORKING DAYS OF PAVING, ALL WATER VALVE BOXES SHALL BE BROUGHT TO GRADE AND INSPECTED.

30. ALL DUCTILE IRON PIPES AND FITTINGS SHALL BE WRAPPED IN AN 8-MIL THICKNESS POLY SLEEVE PER MANUFACTURER RECOMMENDATIONS.

31. ALL NEW WATER SERVICES REQUIRE A BACKFLOW PREVENTION DEVICE PER SHMC.

Agenda Item #10.1.

Page 32 of 818 ends

ROUTE 29
77 46
78 76 79 VIDOVICH LN
80 82
81 110
83 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 151+77 EP: 151+76.85 PI: 146+21.24 PI: 151+36.23 N41°39'00"W
2925.14'
104+73.88
107+89.75
109+07.31
111+57.68
116+33.21
119+96.69
102+01.42 103.04'RT

3.32'LT

9.65'LT

0.49'RT

52.98'RT

2.39'RT

6.98'LT
122+88.61 3.39'RT
126+19.06 5.75'RT
126+17.20 0.18'LT
129+09.18 0.94'LT
129+09.11 1.06'LT

MONUMENT TABLE
POINT #
47 48
46 76
77 78
79 80
81 82
83 110

ELEVATION
236.21
237.39
236.73
235.96
236.25
237.73
240.73
239.30
239.14
239.38
237.78
237.71

NORTHING
1943389.74
1943522.90
1943761.35
1943855.73
1944077.54
1944398.83
1944663.90
1944888.69
1945142.11
1945136.71
1945315.09
1945314.95

EASTING
6430047.67
6429787.78
6429584.82
6429514.67
6429387.23
6429033.02
6428784.14
6428597.62
6428386.18
6428383.09
6428152.20
6428152.19

STATION OFFSET DESCRIPTION
SET SPIKE "SURVEY MARK" SOUTHEAST RAILROAD CROSSING DOWDELL SET 90D WEST 6.3 EDGE OF PAVEMENT PARKING
SET X BACK SIDEWALK NORTHWEST GRAYSON & HIGHWAY 29
SET X W. 3.55 TFC
SET X TC E. HWY 29
SET X N. 6.35 LP
SET X W. 1.05 WALL CNC ACCR
SET X W. TC MAIN ST
SET X W. 1.13 GB CNC
SET X E. 0.25 EOC CHK 110203
SET MAG N. 4.28 PGE HV VLT
SET MAG IN CRACK SW. INT MAIN/MITCHELL
ROUTE 29 60
42 END BALE SLOUGH PROJECT LIMITS,
BEGIN CURRENT PROJECT LIMITS:

STA: 0+10.00

VINE TRAIL PROJECT
LINE "A" STA: 347+21.32
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00 BP: 0+00.00
PI: 24+49.12
PI: 24+79.92
PI: 7+35.43 PI: 10+04.21
PI: 23+82.81
PI: 26+14.53
PI: 28+60.39 PI: 18+39.93
N34°46'25"W

66.31'
S61°09'43"W

30.80'
N28°33'54"W
735.43'
N27°07'28"W
268.78'
N27°27'17"W
542.88'
N35°03'12"W
134.61'
N40°49'09"W
245.86'
ROUTE 29
ROUTE 29
54 47
102 103 104
105
106
49 51 DOWDELL LN
50 48
84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 PI: 112+79.81 PI: 92+69.43 PI: 111+87.88 PI: 116+96.11
PI: 99+04.74
PI: 101+52.13
N39°04'31"W

91.94' N42°42'39"W
1242.39'
N42°05'43"W
1035.74'
N42°16'25"W
416.29'
N42°17'45"W
635.31'
N42°43'21"W
247.40'
ROUTE 29
38 41
40 39
44 45
35 36
37 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 PI: 52+40.46 PI: 59+95.44
PI: 60+97.92
PI: 43+41.29
PI: 44+05.68
PI: 45+10.32 PI: 53+77.35 PI: 73+62.28 PI: 80+27.04 N43°23'59"W 730.15'
N42°28'24"W
618.09'
N27°17'22"W
102.48'
N42°42'07"W
1480.90'
N51°33'38"W

64.39'
N45°56'23"W
104.64'

5.37'LT
1+47.35
10+32.69
15+23.42
19+48.91
26+72.15
26+53.39
33+56.79
41+55.59
50+31.15
54+69.22
61+23.78
69+29.82
72+76.32
77+00.80
81+17.13
83+71.07
87+23.91
91+86.70
95+08.01
370+28.75

78.88'RT

0.28'RT

16.17'LT

12.00'RT

78.08'RT

9.64'LT

8.03'RT

95.80'RT

3.47'RT

1.83'RT

4.12'LT

2.59'RT

0.93'RT

3.03'RT

5.94'LT

62.91'RT

4.79'RT

11.23'RT

7.03'LT

MONUMENT TABLE
POINT #
60 42
41 40
39 38
44 45
37 35
36 102
103
104
105
106
54 51
50 49

ELEVATION
179.17
181.99
186.46
190.44
192.83
198.54
199.00
201.38
206.12
210.70
214.64
219.30
224.38
225.95
226.40
227.93
229.32
231.13
233.19
232.08

NORTHING
1935631.56
1935949.86
1936560.92
1936906.43
1937236.78
1937823.89
1937741.44
1938272.68
1938916.23
1939497.25
1939819.76
1940304.31
1940900.33
1941155.43
1941463.11
1941771.32
1942003.67
1942230.73
1942574.22
1942799.31

EASTING
6436960.48
6436793.66
6436149.27
6435800.34
6435532.24
6435079.74
6435041.51
6434586.93
6434105.78
6433445.16
6433148.69
6432709.50
6432167.79
6431933.21
6431641.68
6431362.50
6431245.39
6430966.00
6430655.86
6430427.57

STATION OFFSET DESCRIPTION
SET REBAR EAST 7.9 RAILROAD TRACK
SET REBAR EAST 2.8 EDGE OF PAVEMENT

SET MAG NAIL DRIVEWAY APRON
SET REBAR SOUTH 1.0 EDGE OF DIRT/GRAVEL ROAD

SET MAG NAIL ENTRANCE DEL DOTTO
SET REBAR WEST 9.0 RAILROAD TRACK SOUTH OF ZINFANDEL
SET REBAR NORTH 11.9 BOLLARD
SET REBAR EAST 5.0 ELECTRIC VAULT SOUTHEAST CORNER
SET SURVEY CONTROL MARK NORTH 0.75 EDGE OF PAVEMENT STICE LANE

SET X TOP OF CURB SOUTH DRIVEWAY STORAGE PRO
SET X TOP OF CURB NORTH 6.8 CURB END

SET X WEST TOP OF CURB HIGHWAY PRESS PARKING
SET X SOUTH 21.0 CATCH BASIN
SET MAG NAIL EAST 4.4 SUTTER SIGN BOX

SET X WEST TOP OF CURB SOUTH HARVEST INN DRIVEWAY

SET X WEST TOP OF CURB NORTH HARVEST INN DRIVEWAY
SET REBAR EAST HIGHWAY 29 / SULPHUR SPRINGS
SET X TOP OF CURB SOUTH 29' +/- CURB END
SET X TOP OF CURB NORTH 1.05 EDGE OF CONCRETE AT TOP BACK CURB SET REBAR SOUTH 158' +/- WOOD FENCE CORNER
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

C-100
HORIZONTAL CONTROL MATCH LINE: LINE "B" STA 9+00 MATCH LINE: LINE "B" STA 58+00 3 PROPERTY LINE
EASEMENT LINE MATCH LINE: LINE "B" STA 106+00 EL BONITA AVE INGLEWOOD AVE WHITE LN CHAIX LN LEWELLING LN SULPHUR SPRINGS AVE MILLS LN CHARTER OAK AVE ZINFANDEL LN MATCH LINE: LINE "B" STA 9+00

WHITEHALL LN GALLERON RD

MITCHELL DR
LEGEND NOTES MATCH LINE: LINE "B" STA 106+00 MATCH LINE: LINE "B" STA 58+00 Agenda Item #10.1.

Page 33 of 818 ends

ROUTE 29
91 LF 1035 LF
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 1 C-200

END BALE SLOUGH PROJECT LIMITS,
BEGIN CURRENT PROJECT LIMITS:

STA: 0+10.00

VINE TRAIL PROJECT
LINE "A" STA: 347+21.32

EX VALVE
STA:1+10.00

EX VALVE
STA:1+53.49
OFF:34.83'LT
7 1

FUTURE BIKE TRAIL
STA:10+95.24
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR RAILROAD AND STATE ROUTE 29.

STA:0+10.00
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR RAILROAD AND STATE ROUTE 29. 34' 16'
1 16
17 STA:7+92.64
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR RAILROAD AND STATE ROUTE 29.

WINE TRAIN R/W
CALTRANS R/W 3' 40.0' RAILROAD R/W NAPA VALLEY WINE TRAIL 16' 15.5'

CONTRACTOR TO RESTORE

EXISTING FLOWLINE IN KIND
23 23
A C-400
A
C-300
2 50 LF
2 50 LF
16 16 16 16 16

EXISTING MAILBOX
ROUTE 29
ROUTE 29
1049 LF
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 1 FUTURE BIKE TRAIL
16 WINE TRAIN R/W
16 16 CALTRANS R/W 16 W 2"
1 LF
6" PVC
2 LF
6" PVC
1 LF 1 LF
STA:7+94.64
STA:7+92.64
OFF:2.00'RT
STA:7+90.64
STA:7+92.64
STA:7+92.64
OFF:4.00'RT
4 8

GALVANIZED STEEL PIPE
4 11
2 2
24 4
11 12.5'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
19 23
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig. MATCH LINE: STA 12+35.91 MATCH LINE: STA 12+35.91 MATCH LINE: STA 22+85.45 GALLERON RD CONNECTION (STA: 7+92.64)
1" = 5' 1

WATER NOTES

WATERLINE IMPROVEMENT
STA 0+00.00 - 22+85.45
C-200
4 GALLERON RD
PLAN
1"=40'
PLAN
1"=40'
CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

1. FOULING LINE IS 8.5 FT FROM RAIL CENTERLINE, NO WORK IS PERMITTED IN THIS ZONE.

2. CONTRACTOR MUST CALL 707-738-2344 TO CONTACT NAPA VALLEY WINE TRAIN IN ADVANCE OF ANY WORK TO IDENTIFY WHERE WORK WILL BE PERFORMED BEFORE AND AFTER EACH DAY'S WORK.

3. CONTRACTOR IS REQUIRED TO CARRY RAIL INSURANCE.

4. CONTRACTOR TO PROVIDE FLAGGING FOR ALL WORK WITHIN RAILROAD SHORING ZONES.

5. ALL WORKERS MUST COMPLETE SPECIAL RAILROAD WORK SAFETY TRAINING TO WORK WITHIN RAILROAD SHORING ZONES.

CONTRACTOR RAILROAD SHORING & CONSTRUCTION NOTES
REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY
PIPE BURSTING. LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE
EXISTING PIPE.
2 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD
DETAIL 111.
4 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT
SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D.
8 INSTALL PVC C900 LATERAL PIPE. LENGTH AND SIZE PER PLAN.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.
11 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN
TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.
19 CONNECT TO EXISTING LATERAL.

SHORING TO BE PROVIDED PER UPRR SHORING DETAIL, SHEET
C-502.
23 24 INSTALL PVC REDUCER, SIZE PER PLAN.

Agenda Item #10.1.

Page 34 of 818 ends

WHITEHALL LN
ROUTE 29
47 LF
65 LF
197 LF
64 LF
23+00 24+00
25+00
26+00
27+00
28+00
1 C-201

EX VALVE
STA:26+90.83
1 2
1 FUTURE BIKE TRAIL

EX VALVE
STA:26+99.96
OFF:5.18'LT
STA:23+32.56
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR RAILROAD AND STATE ROUTE 29.

STA:25+47.34
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
2 1
16 CALTRANS R/W

EX VALVE
STA:27+14.33 14.1'

26.6'
23 23
B C-400
50 LF 2
2 50 LF
16 21 22
STA:24+49.12
STA:24+79.92
9 9
13 8.9'

21.9'

FUTURE IMPROVEMENTS

FOR REFERENCE ONLY
21 22
170
172
174
176
178
180
182
170
172
174
176
178
180
182
EXISTING 15" DIAMETER

ENCASEMENT PIPE

EXISTING RAILROAD
EXISTING 12" GAS
INVERT ELEVATION UNKNOWN.

CONTRACTOR TO VERIFY INVERT ELEVATION
PRIOR TO START OF CONSTRUCTION.

CALTRANS R/W
INV: 173.18

CONTRACTOR TO VERIFY INVERT

ELEVATION PRIOR TO START OF
CONSTRUCTION 1' MIN
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATERLINE IMPROVEMENT
STA 22+85.45 - 27+94.44
C-201
5 MATCH LINE: STA 22+85.45
MATCH LINE: STA 27+94.44

WATER NOTES

RAILROAD CROSSING - PLAN
1" = 5' 1

RAILROAD CROSSING - PROFILE
HORIZONTAL: 1" = 5', VERTICAL: 1" = 2' 1
PLAN
1"=40'
CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

1. FOULING LINE IS 8.5 FT FROM RAIL CENTERLINE, NO WORK IS PERMITTED IN THIS ZONE.

2. CONTRACTOR MUST CALL 707-738-2344 TO CONTACT NAPA VALLEY WINE TRAIN IN ADVANCE OF ANY WORK TO IDENTIFY WHERE WORK WILL BE PERFORMED BEFORE AND AFTER EACH DAY'S WORK.

3. CONTRACTOR IS REQUIRED TO CARRY RAIL INSURANCE.

4. CONTRACTOR TO PROVIDE FLAGGING FOR ALL WORK WITHIN RAILROAD SHORING ZONES.

5. ALL WORKERS MUST COMPLETE SPECIAL RAILROAD WORK SAFETY TRAINING TO WORK WITHIN RAILROAD SHORING ZONES.

CONTRACTOR RAILROAD SHORING & CONSTRUCTION NOTES
REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY
PIPE BURSTING. LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE
EXISTING PIPE.
2 INSTALL MECHANICALLY RESTRAINED 90 DEGREE BEND PER
PROJECT SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF
ST. HELENA STANDARD DETAIL 112D.
9 CONTRACTOR TO VERIFY EXISTING ENCASEMENT PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.

INSTALL 12" DUCTILE IRON PIPE WITHIN ENCASEMENT, PER CITY OF ST. HELENA STANDARD DETAIL 123.
13 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN
TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 -
STREET & ROADWAY.
22 SHORING TO BE PROVIDED PER UPRR SHORING DETAIL, SHEET C-502.
23 Agenda Item #10.1.

Page 35 of 818 ends

ROUTE 29
694 LF 505 LF
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 B
C-300
1 STA:34+88.69
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
1 16 16 16 16

CALTRANS R/W
2 50 LF
ROUTE 29 ROUTE 29
248 LF
52 LF
847 LF
41+00 42+00 43+00
44+00
45+00
46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00
C
C-300
1 C-202
1 2
STA:42+91.11
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
1 16 16 16 START 16

CALTRANS R/W
STA:43+93.84
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
C C-400
50 LF 2 50 LF 2
16 16
STA:44+03.62
STA:44+03.12
OFF:2.73'RT
2 LF
1" PVC
5 FUTURE IMPROVEMENTS

FOR REFERENCE ONLY
18 14
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATERLINE IMPROVEMENT
STA 27+94.44 - 52+90.12
C-202
6 MATCH LINE: STA 27+94.44 MATCH LINE: STA 40+43.15 MATCH LINE: STA 40+43.15 MATCH LINE: STA 52+90.12 LATERAL (STA: 44+03.62)
1" = 5' 1

WATER NOTES
PLAN
1"=40'
PLAN
1"=40'
CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY
PIPE BURSTING. LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE
EXISTING PIPE.
2 CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN
AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST.

HELENA STANDARD DETAIL 103.
5 SERVICE LATERAL. LENGTH, SIZE, AND MATERIAL PER PLAN.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCY.
14 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN
TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 CONNECT TO EXISTING VALVE UNDERGROUND FLANGE.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCY.
18 Agenda Item #10.1.

Page 36 of 818 ends

W 6" W 6"
STA:53+27.81
OFF:2.00'LT
STA:53+25.81
STA:53+27.81
STA:53+31.29
STA:53+29.30
OFF:1.53'RT
STA:53+27.81
OFF:4.00'LT
1 LF

0.5 LF
1 LF
2 LF
1 LF
8 DUCTILE IRON PIPE

DUCTILE IRON PIPE
4 4
4 2
18 7
11 11
11 21 22
2 FUTURE IMPROVEMENTS

FOR REFERENCE ONLY
8 STA:53+29.29
ROUTE 29
546 LF
53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00
61+00 62+00 63+00 64+00 65+00
1 C-203
D
C-300
1 10 2
10 FUTURE BIKE TRAIL STA:59+45.11
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
STA:52+90.12
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
16 16

CALTRANS R/W
16 605 LF

CONTRACTOR TO RESTORE

EXISTING FLOWLINE IN KIND
2 50 LF
50 LF 2
16 21 22
ROUTE 29
773 LF
427 LF
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 E
C-300
F
C-300
H
C-300
I
C-300
J
C-300 G
2 C-300
2 C-203

FUTURE BIKE TRAIL
STA:73+14.22
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
1 17 17
CALTRANS R/W 17 STICE LN

CONTRACTOR TO RESTORE

EXISTING FLOWLINE IN KIND
17 17
D C-400
50 LF 2

EXISTING ELECTRIC

VAULT, SIGN, AND

STREET LIGHT

EXISTING STREET LIGHT

EXISTING SIGN AND MAILBOX EXISTING STORM

DRAIN INLET

EXISTING ICVS AND

GAS PADDLE
21 22 21 22 W 6"
1 LF
2 LF
1 LF 1 LF
67+00
STA:67+09.07
STA:67+11.07
STA:67+13.07
STA:67+11.07
OFF:2.00'RT
STA:67+11.07
OFF:4.00'RT
8 4

MATERIAL AND

LOCATION NOT VERIFIED
4 4
11 7
11 2
2 21 22

FUTURE IMPROVEMENTS

FOR REFERENCE ONLY
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATER NOTES

WATERLINE IMPROVEMENT
STA 52+90.12 - 77+91.43
C-203
7 ZINFANDEL LN CONNECTIONS (STA: 53+27.81 & 53+29.29)
1" = 5' 1 MATCH LINE: STA 52+90.12 MATCH LINE: STA 65+41.50 MATCH LINE: STA 65+41.50 MATCH LINE: STA 77+91.43 ZINFANDEL LN STICE LN CONNECTION (STA: 67+11.07)
1" = 5' 2
PLAN
1"=40'
PLAN
1"=40'
CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY
PIPE BURSTING. LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE
EXISTING PIPE.
2 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD
DETAIL 111.
4 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT
SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D.
8 INSTALL MECHANICALLY RESTRAINED 22.5 DEGREE BEND PER
PROJECT SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF
ST. HELENA STANDARD DETAIL 112D.
10 INSTALL PVC C900 LATERAL PIPE. LENGTH AND SIZE PER PLAN.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.
11 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN
TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.

CONNECT TO EXISTING VALVE UNDERGROUND FLANGE.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCY.
18 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 -
STREET & ROADWAY.
22 Agenda Item #10.1.

Page 37 of 818 ends

78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 1 C-204
2 C-204
L
C-300
M
C-300
O
C-301
K
C-300
N
C-301
P
C-301
ROUTE 29 INGLEWOOD AVE
1 213 LF
STA:83+66.40
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
1 643 LF
1 294 LF
STA:80+04.08
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
STA:86+96.47
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.

CALTRANS R/W

REPLACE DECORATIVE
LANDSCAPE IN KIND 50 LF 2
50 LF 2
21 22
21 22
W 4" 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 R
C-301
S
C-301
T
C-301
3 C-204
V
C-301 U
C-301
Q
C-301
ROUTE 29 LEWELLING LN CHAIX LN
1 212 LF
149 LF 2
547 LF 1
1 STA:100+47.70
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
STA:94+50.67
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
STA:92+52.15
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.
142 LF
16 16

CALTRANS R/W
W
C-301
Y
C-301 X
17 C-301
E C-400

REPLACE DECORATIVE
LANDSCAPE IN KIND 50 LF 2 50 LF 2
50 LF 2

EXISTING
SIGN
21 22 W 4"
STA:80+45.30
STA:80+49.30
STA:80+47.30

UNVERIFIED MATERIAL
4 8
4 11
2 2
21 22
2 LF
6" PVC
1 LF 1 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
14 10 LF
1" PVC
5 STA:80+30.47
20 WATER METER
800 ST. HELENA HWY
STA:80+47.30
OFF:4.00'LT 19 24
STA:80+47.31
OFF:2.00'LT 4
11 1 LF
6" PVC W 2"
STA:83+64.40
STA:83+66.40
STA:83+68.40
STA:83+66.40
OFF:2.00'RT

UNVERIFIED MATERIAL
8 4
4 17
4 2
2 11
21 22
1 LF
1 LF
1 LF
6" PVC
STA:83+66.40
OFF:4.00'RT
24 11
2 LF
6" PVC

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
19 REPLACE DECORATIVE

LANDSCAPE IN KIND

EXISTING

CATV VAULT
W 4"
STA:99+45.64
STA:99+62.51
STA:99+45.64
OFF:2.00'RT
STA:99+45.64
OFF:4.00'RT

UNVERIFIED MATERIAL
5 4
14 14
7 21 22
1 LF
4" PVC
2 LF
4" PVC

FUTURE IMPROVEMENTS

SHOW FOR REFERENCE
17 EXISTING WATER
VAULT

REPLACE DECORATIVE

LANDSCAPE IN KIND
15 OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATER NOTES MATCH LINE: STA 77+91.43 MATCH LINE: STA 90+40.41 MATCH LINE: STA 90+40.41 MATCH LINE: STA 102+39.61 LATERAL (STA: 80+30.47) & INGLEWOOD AVE CONNECTION (STA: 80+47.76) 1" = 5' 1 WHITE LN CONNECTION (STA: 83+66.40)1" = 5' 2
LATERAL (STA: 99+45.64) & VAULT (STA: 99+62.51)
1" = 5' 3

WATERLINE IMPROVEMENT
STA 77+91.43 - 102+39.61
C-204
8 WHITE LN PLAN
1"=40'
PLAN
1"=40'
CAUTION!!
UNDERGROUND GAS LINE IN PROJECT VICINITY.

CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION
AND NOTIFY CITY ENGINEER OF ANY DISCREPANCY.

REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY PIPE BURSTING.

LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE EXISTING PIPE.
2 4 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD DETAIL 111.

CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103.
5 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT SPECIFICATIONS.

RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D. 8 INSTALL PVC C900 LATERAL PIPE. LENGTH AND SIZE PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.
11 SERVICE LATERAL. LENGTH, SIZE, AND MATERIAL PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY. 14 CONNECT NEW 4" OR LARGER DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAILS 108 & 108A. SIZE PER PLAN.
15 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN TRENCH AREAS.

NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.
19 CONNECT TO EXISTING LATERAL.

CONNECT TO EXISTING STRUCTURE. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.
20 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 - STREET & ROADWAY. 22 24 INSTALL PVC REDUCER, SIZE PER PLAN.

Agenda Item #10.1.

Page 38 of 818 ends

103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 ROUTE 29 SULPHUR SPRINGS AVE
1 407 LF
1 C-205
STA:106+46.67
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.
210 LF
STA:109+06.34
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.
533 LF

CALTRANS R/W
Z
C-302
AA
C-302
EE
C-302
BB
C-302
CC
C-302
DD
C-302
50 LF 50 LF
16 16
2 21 22
1 2 1
16 16 16
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 2 C-205
ROUTE 29 EL BONITA AVE VINTAGE AVE
186 LF
3 C-205
STA:116+74.38
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.

STA:117+98.95
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
737 LF
STA:124+60.97
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
227 LF

CALTRANS R/W
GG
C-302
FF
C-302
F C-400

REPLACE DECORATIVE

LANDSCAPE IN KIND
50 LF
50 LF
1 16 16
2 1
16 16 16 16 16 16 16 16 16 16 16 16
1 2
W 6"
STA:116+96.68
OFF:1.59'LT
STA:116+94.68 STA:116+98.68
STA:116+96.68

UNVERIFIED MATERIAL
21 22 1 LF
1 LF
1 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EXISTING STORM

DRAIN INLET
18 17
11 4
2 8
2 4 W 6"
STA:109+20.80 STA:109+24.80
STA:109+22.80
STA:109+22.79
OFF:2.77'LT

UNVERIFIED MATERIAL

AND LOCATION
21 22
2 LF
1 LF 1 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
11 18
4 2
8 2
4 STA:117+96.95
STA:117+98.95
STA:118+00.95

EXISTING CONNECTION,
UNVERIFIED 6" LINE ON
VINTAGE AVE W 6"
1 LF 1 LF
18 4 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

LOCATION

UNVERIFIED

REPLACE DECORATIVE

LANDSCAPE IN KIND
11 4
2 8
2 4 W 8"
STA:127+64.50
STA:127+66.50
STA:127+68.50
STA:127+66.50
OFF:2.00'RT
STA:127+66.50
OFF:4.00'RT

UNVERIFIED MATERIAL
1 LF 2 1 LF
1 LF
2 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
4 2
8 11
7 4
4 11
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATER NOTES

WATERLINE IMPROVEMENT
STA 102+39.61 - 127+37.88
C-205
9 MATCH LINE: STA 102+39.61 MATCH LINE: STA 114+88.87 MATCH LINE: STA 114+88.87 MATCH LINE: STA 127+37.88 EL BONITA AVE CONNECTION (STA: 116+96.68)
1" = 5' 2
SULPHUR SPRINGS AVE CONNECTION (STA: 109+22.80)
1" = 5' 1
VINTAGE AVE CONNECTION (STA: 117+98.95)
1" = 5' 3
DOWDELL LN CONNECTION (STA: 127+66.50)
1" = 5' 4
PLAN
1"=40'
PLAN
1"=40'
REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY PIPE BURSTING.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT SPECIFICATIONS.

RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D. 8 INSTALL PVC C900 LATERAL PIPE. LENGTH AND SIZE PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.
11 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN TRENCH AREAS.

NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.

CONNECT TO EXISTING VALVE UNDERGROUND FLANGE. CONTRACTOR TO

VERIFY IN FIELD PRIOR TO CONTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.
18 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 - STREET & ROADWAY. 22 Agenda Item #10.1.

Page 39 of 818 ends

128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 1 C-206

EX VALVE
STA:131+87.48
OFF:2.88'LT

EX VALVE
STA:136+88.56
OFF:4.61'RT
ROUTE 29 GRAYSON AVE DOWDELL LN
1 535 LF
4 C-205
STA:132+72.48
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
STA:137+10.44
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.

STA:127+66.50
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE IN KIND
388 LF
274 LF

CALTRANS R/W
LL
C-302
HH
C-302
KK
C-302
JJ
C-302
MM
C-303
II
C-302
50 LF
50 LF
21 22
16 16 16 16 16 16 16 16
2 1
16 16 16 16 16 16 16
2 1
3 C-206
141+00 142+00 143+00 144+00 145+00 146+00
147+00 148+00 149+00 150+00 151+00 151+77

EX VALVE
STA:143+47.85
OFF:2.52'LT
ROUTE 29 CHARTER OAK AVE VIDOVICH LN

EX VALVE
STA:151+36.23
STA:151+66.85 1
4 C-206
2 C-206
ROUTE 29

SULPHUR CREEK
STA:151+25.83
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.
433 LF
STA:142+09.27
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR STATE ROUTE 29.

STA:145+09.59
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR STATE ROUTE 29.

STA:145+74.92
DISTRIBUTION CONNECTION OPENING:

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT SHORING
FOR STATE ROUTE 29.
16 CALTRANS R/W STA:146+43.26
PULL PIT: 50' X 5'

DEPTH TO EXISTING PIPELINE UNKNOWN
(TO BE VERIFIED BY CONTRACTOR)

CONTRACTOR TO REPLACE SURFACE

IN KIND AND PROVIDE SUFFICIENT
SHORING FOR STATE ROUTE 29.
609 LF
RR
NN C-303
C-303
QQ
C-303
PP
C-303
SS
C-303
TT
C-303 UU
C-303 OO
C-303 5'5' 4' 6' 5' 4'
G C-400

REPLACE DECORATIVE
LANDSCAPE IN KIND 50 LF
50 LF
21 22
21 22
18 16 16 16 16 16
2 1
2 W 6"
STA:133+08.37
STA:133+10.37
OFF:1.94'LT
STA:133+12.37
STA:133+10.37

PVC PIPE
21 22
1 LF 1 LF
2 LF

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
STA:133+10.37
OFF:4.00'LT
1 LF
11 7
11 4
2 4
8 2
4 W 8"
STA:145+07.60
STA:145+09.60
STA:145+11.60
STA:145+09.60
OFF:2.00'RT
STA:145+09.60
OFF:4.00'RT

AC MATERIAL

UNVERIFIED LOCATION
2 2 LF
1 LF
1 LF
1 LF
FUTURE

IMPROVEMENTS

SHOWN FOR

REFERENCE

EXISTING
SIDEWALK 4' 6'

PROTECT EXISTING TREE

REPLACE DECORATIVE

LANDSCAPE IN KIND
4 8
2 4
16 11
7 4
4 21 22 W 4"
STA:145+74.92
OFF:4.00'LT
STA:145+72.92
STA:145+74.92
STA:145+76.92

UNVERIFIED MATERIAL
24 21 22
1 LF 1 LF
2 LF
6" PVC

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
1 LF
6" PVC
STA:145+74.92
PROTECT OFF:2.00'LT

EXISTING

CURB AND
GUTTER 5' 4'
19 11
11 4
4 8
2 2
4 W 6"
STA:142+09.27
OFF:3.08'LT
STA:142+07.27
STA:142+11.27
STA:142+09.27

UNVERIFIED MATERIAL
18 1 LF
1 LF
2 LF 5'5'11
21 22
4 2
8 2
4 OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

WATERLINE IMPROVEMENT
STA 127+37.88 - 151+80.00
C-206
10 MATCH LINE: STA 127+37.88 MATCH LINE: STA 140+34.62 MATCH LINE: STA 140+34.62

WATER NOTES
GRAYSON AVE CONNECTION (STA: 133+10.37)
1" = 5' 1
CHARTER OAK AVE (S) CONNECTION (STA: 145+09.60)
1" = 5' 3 CHARTER OAK AVE
CHARTER OAK AVE (N) CONNECTION (STA: 145+74.92)
1" = 5' 4
VIDOVICH LN CONNECTION (STA: 142+09.27)
1" = 5' 2
PLAN
1"=40'
PLAN
1"=40'
REPLACE EXISTING 12" STEEL WATER MAIN WITH 12" FPVC BY
PIPE BURSTING. LENGTH PER PLAN.
1 INSTALL 12" PVC C900 WATER MAIN. LENGTH PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. REMOVE
EXISTING PIPE.
2 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD
DETAIL 111.
4 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT
SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D.
8 INSTALL PVC C900 LATERAL PIPE. LENGTH AND SIZE PER PLAN.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.
11 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN
TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 CONNECT TO EXISTING VALVE UNDERGROUND FLANGE.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCY.
18 19 CONNECT TO EXISTING LATERAL.

SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER
DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 -
STREET & ROADWAY.
22 24 INSTALL PVC REDUCER, SIZE PER PLAN.

Agenda Item #10.1.

Page 40 of 818 ends

6 STA:1+51.78
14 20
17 EXISTING WATER
VAULT

1.0 LF
6" PVC

WATER VAULT
1695 ST HELENA HWY 11.5'
17 EXISTING

ELECTRICAL AND
TELECOM LINES 11'9'
14 3.5 LF
6" PVC
STA:1+51.78
OFF:2.00'LT 4
8 FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:45+46.17
OFF:1.87'LT

EX VALVE
STA:45+52.18
OFF:0.77'RT
STA:45+46.17
STA:45+52.18
15 6
14 14
18 18

1.4 LF
8" PVC

0.3 LF
6" PVC
17 EXISTING GAS
CAUTION GAS LINE LINE 15'
8 17 EXISTING FIRE

HYDRANT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
5 STA:65+23.60
14 20
17 CONTRACTOR TO

RESTORE EXISTING

FLOWLINE IN KIND

CAUTION GAS LINE

WATER METER
1091 ST. HELENA HWY

EXISTING WATER
METER

18.1 LF
1" PVC
17 EXISTING GAS LINE 2'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
5 STA:66+45.88
14 20

CAUTION GAS LINE
17 DCV
1091 ST. HELENA HWY

6.8 LF
1" PVC

EXISTING

CONTROL
VALVES
17 EXISTING

GAS LINE
17 EXISTING

CULVERT
17 EXISTING

UNDERGROUND
GAS PADDLE 2'1'
17 EXISTING STORM
DRAIN LINE 8'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND

EX VALVE
STA:66+88.60
OFF:2.59'LT
67+00
STA:66+88.61 8
14 18
17 CAUTION GAS LINE

1.6 LF
6" PVC

EXISTING FIRE

HYDRANT
17 EXISTING

GAS LINE
17 EXISTING

OVERHEAD

UTILITY GUY

EXISTING

ELECTRICAL

LINE AND
POLE
17 4' 7'
17 EXISTING

STORM DRAIN

AND TELECOM
LINE 11'
6 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
5 STA:73+79.50
14 20

CAUTION GAS LINE
17 17 EXISTING WATER
METER

WATER METER
887 ST. HELENA HWY

12.0 LF
1" PVC
16 17 EXISTING

GAS LINE
17 EXISTING STORM
DRAIN PIPE 5' 6' 7'

EXISTING STORM

DRAIN PIPE

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:77+25.65
OFF:2.14'LT

EX VALVE
STA:77+31.81
OFF:2.11'LT
STA:77+25.66
6 STA:77+31.81
15 14 14
18 18

CAUTION GAS LINE

1.6 LF
4" PVC

1.1 LF
6" PVC
17 EXISTING

GAS LINE
17 EXISTING FIRE
HYDRANT 6'
21 22
8 FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:76+61.94
OFF:2.11'LT

EX VALVE
STA:76+59.36
OFF:8.22'LT
6 8 STA:76+61.94
14 18

CAUTION GAS LINE
17 EXISTING WATER
METER

1.1 LF
6" PVC
17 EXISTING
GAS LINE 5'
21 22
17 EXISTING FIRE

HYDRANT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
15 STA:69+51.58
14 20

CAUTION GAS LINE

WATER VAULT
17 987 ST. HELENA HWY

EXISTING WATER
VAULT

15.5 LF
8" PVC
17 EXISTING
GAS LINE 4'
14 1.5 LF
8" PVC
STA:69+51.58
OFF:2.00'LT
4 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
STA:85+64.27
17 17
17 5

EXISTING

ELECTRICAL LINE

EXISTING

TELECOM LINE

EXISTING STORM

DRAIN LINE
20 DCV
587 ST. HELENA HWY
EXISTING DCV 17
14 3.5 LF
1" PVC3' 7' 2' 1' 1'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
85+00
STA:84+83.91
STA:84+90.91
7 5
5 14
14 20
17 17

EXISTING

ELECTRICAL AND

TELECOM LINE

1.1 LF
1" PVC

1.4 LF
1" PVC

EXISTING STORM

DRAIN PIPE
17 EXISTING

WATER METER

WATER METER
607 ST. HELENA HWY
17 EXISTING BFP 6' 6' 2'
21 22
FUTURE

IMPROVEMENTS

SHOWN FOR

REFERENCE

REPLACE

DECORATIVE

LANDSCAPE

IN KIND
STA:84+83.96
OFF:2.00'LT
81+00
5 STA:81+02.89
14 20

CAUTION GAS LINE
17 17
17 17

WATER METER
699 ST. HELENA HWY
17 EXISTING WATER
METER

7.7 LF
1" PVC

EXISTING

TELECOM LINE

EXISTING STORM

DRAIN PIPE

EXISTING STORM

DRAIN PIPE/INLET

EXISTING

ELECTRICAL LINE
17 EXISTING
GAS LINES 1' 3' 8' 5' 5'
17 EXISTING
CATV
VAULT
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
STA:31+79.61
STA:31+61.61

EX VALVE
STA:31+78.57
OFF:8.92'LT

EX VALVE
STA:31+79.41
OFF:2.00'LT
6 CAUTION GAS LINE
ICV
1563 ST. HELENA HWY

CAUTION GAS LINE

EXISTING STORM

DRAIN PIPE

5.2 LF
6" PVC

1.0 LF
6" PVC
17 EXISTING
GAS LINE 6' 3' 5'

EXISTING

ELECTRICAL LINE
8 STA:31+61.51
OFF:2.00'LT

1.5 LF
6" PVC

EXISTING FIRE

HYDRANT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND

REPLACE DECORATIVE

LANDSCAPE IN KIND
4 17
17 15
14 14
20 17
14 18
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

VAULT (STA: 1+51.78)
1" = 5' A
METER (45+46.17) & HYDRANT (STA: 45+52.18)
1" = 5' C
METER (STA: 65+23.60)
1" = 5' D
DCV (STA: 66+45.88)
1" = 5' E
HYDRANT (STA: 66+88.61)
1" = 5' F METER (STA: 73+79.50)1" = 10' H
DCV (STA: 77+25.66) & HYDRANT (STA: 77+31.81)
1" = 10' J
METER AND HYDRANT (STA: 76+61.94)
1" = 10' I VAULT (STA: 69+51.58)1" = 10' G
DCV (STA: 85+64.27)
1" = 5' M
LATERAL (STA: 84+83.91) METER (STA: 84+90.91)
1" = 5' L METER (STA:81+02.89)1" = 5' K
ICV (STA: 31+61.61) & HYDRANT (STA: 31+79.61)
1" = 5' B

WATER NOTES

CONNECTION

ENLARGEMENTS
C-300
11 4 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD DETAIL 111.

CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103. 5 CONNECT NEW FIREWATER SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 102. 6 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT SPECIFICATIONS.

RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D. 8 SERVICE LATERAL. LENGTH, SIZE, AND MATERIAL PER PLAN. TRENCH PER CITY OF ST.

HELENA STANDARD DETAIL 401. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.
14 CONNECT NEW 4" OR LARGER DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAILS 108 & 108A. SIZE PER PLAN.
15 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.

CONNECT TO EXISTING VALVE UNDERGROUND FLANGE. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY. 18 CONNECT TO EXISTING STRUCTURE. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.
20 21 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.

REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 - STREET & ROADWAY. 22 Agenda Item #10.1.

Page 41 of 818 ends

EX VALVE
STA:87+62.41
OFF:1.34'LT
STA:87+62.41 8
18 17
17 14

0.3 LF
6" PVC

EXISTING

TELECOM LINE

EXISTING STORM
DRAIN LINE 1' 4'
17 EXISTING FIRE

HYDRANT
17 EXISTING
ELECTRICAL LINE 10'
6 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:93+18.85
OFF:1.14'LT
STA:93+18.85 15
14 18
17 17

0.6 LF
6" PVC

EXISTING

TELECOM LINE

EXISTING STORM
DRAIN LINE 1' 3'
17 EXISTING
ELECTRICAL LINE 9'
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
STA:95+34.66 3
17 EXISTING

WATER VAULT
20 WATER VAULT
341 ST. HELENA HWY
14 0.9 LF

1.5" PVC
17 EXISTING
TELECOM LINE 1'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
STA:96+35.11
STA:96+28.09
3 14
20 17
3 14

0.5 LF

1.5" PVC
20 WATER METER
341 ST. HELENA HWY
17 EXISTING WATER
VAULT

EXISTING

TELECOM
LINE

5.5 LF

1.5" PVC

WATER METER
307 ST. HELENA HWY
17 EXISTING WATER
METER 3'
17 EXISTING
DCV

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:98+60.30
OFF:6.22'LT
STA:98+60.33 5
14 20 WATER METER
277 ST. HELENA HWY
17 EXISTING WATER
METER

3.1 LF
1" PVC
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
97+00
STA:97+08.58 5
14 20
17 EXISTING WATER
METER

WATER METER
307 ST. HELENA HWY

3.7 LF
1" PVC
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND

EX VALVE
STA:94+05.48
OFF:1.42'LT
94+00
STA:94+05.48 5
14 18
17 17

0.9 LF
1" PVC

EXISTING

TELECOM LINE

EXISTING
CATV VAULT1'
17 EXISTING STORM

DRAIN LINE
21 22

FUTURE IMPROVEMENTS
SHOWN FOR REFERENCE 5'

REPLACE DECORATIVE

LANDSCAPE IN KIND
STA:99+78.00 5
14 20 WATER METER
225 ST. HELENA HWY
17 EXISTING WATER
METER

1.6 LF
1" PVC
17 EXISTING WATER
VAULT
17 EXISTING
ELECTRICAL LINE 9'
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
101+00

EX VALVE
STA:100+99.00
OFF:5.76'LT
STA:100+98.99
18 6
14 17 EXISTING METER

CLUSTER

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

4.8 LF
6" PVC
17 EXISTING

TELECOM AND

ELECTRICAL LINES
17 EXISTING FIRE

HYDRANT
8 EX VALVE
STA:87+37.42
OFF:1.47'LT
STA:87+37.42 15
14 18
17 17

1.0 LF
6" PVC

EXISTING STORM

DRAIN LINE

EXISTING
TELECOM LINE 1' 5'
17 EXISTING

WATER VAULT
17 EXISTING

ELECTRICAL LINE
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

EX VALVE
STA:86+17.01
OFF:1.60'LT
STA:86+17.01 8
14 18
17 0.6 LF
6" PVC

EXISTING ELECTRICAL

AND TELECOM LINE
17 EXISTING STORM DRAIN
AND TELECOM LINE 1' 3' 6' 7'
17 EXISTING FIRE

HYDRANT
6 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
99+00
STA:98+84.75
OFF:0.00'
15 STA:98+84.75
14 18

1.0 LF
4" PVC
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

CONNECTION

ENLARGEMENTS
C-301
12 HYDRANT (STA: 87+62.41)
1" = 5' P
VAULT AND DCV (STA: 93+18.85)
1" = 5' Q
VAULT (STA: 95+34.66)
1" = 5' S
METERS (STA: 96+28.09 & 96+35.11)
1" = 5' T
METER (STA:98+60.33)
1" = 5' V
METER (STA: 97+08.58)
1" = 5' U
VAULT (LINE "B" STA: 94+05.48)
1" = 5' R
METER AND VAULT (STA: 99+78.00)
1" = 5' X
METER (STA: 100+98.99)
1" = 5' Y
VAULT (STA: 87+37.42)
1" = 5' O
HYDRANT (STA: 86+17.01)
1" = 5' N

WATER NOTES
VALVE (STA:98+84.75)
1" = 5' W
CONNECT NEW 1.5" OR 2" DOMESTIC SERVICE LATERAL TO NEW

MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103A. SIZE PER PLAN.
3 CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN
AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST.

HELENA STANDARD DETAIL 103.
5 CONNECT NEW FIREWATER SERVICE LATERAL TO NEW MAIN AT
THE LOCATION OF EXISTING CONNECTION PER CITY OF ST.

HELENA STANDARD DETAIL 102.
6 INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT
SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D.
8 SERVICE LATERAL. LENGTH, SIZE, AND MATERIAL PER PLAN.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCREPANCY.
14 CONNECT NEW 4" OR LARGER DOMESTIC SERVICE LATERAL TO

NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER
CITY OF ST. HELENA STANDARD DETAILS 108 & 108A. SIZE PER PLAN.
15 17 PROTECT EXISTING STRUCTURE IN PLACE.

CONNECT TO EXISTING VALVE UNDERGROUND FLANGE.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCY.
18 CONNECT TO EXISTING STRUCTURE. CONTRACTOR TO VERIFY

IN FIELD PRIOR TO CONTRUCTION AND NOTIFY ENGINEER OF
ANY DISCREPANCY.
20 SAWCUT EXISTING PAVEMENT, JOIN EXISTING PAVEMENT PER DETAIL 3, SHEET C-500.
21 REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 -
STREET & ROADWAY.
22 Agenda Item #10.1.

Page 42 of 818 ends

EX VALVE
STA:134+52.61
OFF:5.15'LT
STA:134+52.61
18 4.6 LF
1" PVC
16 EXISTING

ELECTRICAL AND
TELECOM LINES 7'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 5
17 STA:135+37.42

8.9 LF
1" PVC
DCV
555 MAIN ST.

EXISTING DCV 17
16 EXISTING

ELECTRICAL AND
TELECOM LINES 7'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
20 14
5 17

EX VALVE
STA:136+51.21
OFF:5.02'LT
STA:136+45.93
STA:136+51.29
18 0.1 LF
1" PVC

WATER VAULT
633 MAIN ST.

EXISTING

WATER VAULT

4.6 LF
1" PVC

EXISTING

ELECTRICAL AND
TELECOM LINES 6' 10'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 5
5 14
20 17
17 EX VALVE
STA:106+77.72
OFF:1.67'LT

EX VALVE
STA:106+88.83
OFF:1.70'LT

EX VALVE
STA:106+72.95
OFF:1.61'LT
107+00
STA:106+72.96
STA:106+77.72
6 STA:106+88.83
18 1.1 LF
4" PVC

1.2 LF
4" PVC

0.7 LF
6" PVC

EXISTING

WATER VAULT
16 7' EXISTING
SEWER

EXISTING FIRE

HYDRANT
8 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 15
17 18
14 15
17 18
14 17

EX VALVE
STA:109+61.38
OFF:1.10'LT EX VALVE
STA:109+53.64
OFF:2.77'LT

EX VALVE
STA:109+55.25
OFF:11.62'LT
STA:109+53.64
STA:109+61.38

EXISTING STORM

DRAIN INLET
18 1.8 LF
6" PVC
1 LF
1" PVC5'

EXISTING STORM
DRAIN LINE 6'

EXISTING FIRE

HYDRANT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE

DECORATIVE

LANDSCAPE

IN KIND
14 6 8
17 21 22
21 22
17 17
5 14
18 STA:112+81.88
STA:112+82.96
STA:112+84.26
20 17 EXISTING WATER
METERS

WATER METERS
115 MAIN ST.
195 MAIN ST.

8.5 LF
1" PVC 8.5 LF
1" PVC
16 EXISTING

GAS LINE

EXISTING

ELECTRICAL AND

TELECOM LINES

CAUTION GAS LINE

EXISTING

TELECOM
LINES 4' 8'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
17 14
14 5
5 17
17 STA:126+59.30
STA:126+78.38
STA:126+78.46
OFF:2.00'LT 2.0 LF
6" PVC

1.5 LF
1" PVC
STA:126+59.30
OFF:4.00'LT
7 STA:126+59.30
OFF:2.00'LT

1.0 LF
6" PVC

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
14 4
14 6 8
7 14
5 EX VALVE
STA:128+46.09
OFF:2.27'LT
STA:128+46.09

1.8 LF
4" PVC

EXISTING

ELECTRICAL AND
TELECOM LINES 10'
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
17 18
14 15
STA:108+40.26
OFF:4.00'RT
STA:108+40.25
OFF:2.00'RT
STA:108+40.26 15

1.5 LF
8" PVC

2.0 LF
8" PVC
16 9'

EXISTING STORM
SEWER LINE W 8"
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
4 7
14 14
17 EX VALVE
STA:111+94.42
OFF:5.02'LT

EX VALVE
STA:111+94.19
OFF:7.12'LT
112+00
STA:111+94.42
18 4.5 LF
1" PVC
17 EXISTING

ELECTRICAL AND
TELECOM LINES 7' 11'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 5 STA:116+44.59

EX VALVE
STA:116+44.59
OFF:2.53'LT

2.5 LF
2" PVC
17 EXISTING

ELECTRICAL
VAULT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
3 14
18 21 22
132+00
STA:131+87.48

EX VALVE
STA:131+87.48
OFF:2.88'LT

2.4 LF
4" PVC
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
18 14
15 EX VALVE
STA:103+04.17
OFF:0.91'LT
103+00
STA:103+04.17
EXISTING 4" DUCTILE IRON LINE

CONNECTION
14 15
18 0.4 LF
4" PVC
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig. RISER (STA: 134+52.61)
1" = 5' JJ VAULTS AND RISER (STA: 135+37.42)1" = 5' KK
VAULT (STA: 136+45.93) AND RISERS (STA: 136+51.29)
1" = 5' LL
VAULTS AND DCVS (STA:106+72.96 & STA 106+77.12) AND HYDRANT (STA: 106+88.83) 1" = 5' AA
HYDRANT (STA: 109+53.64) & LATERAL (109+61.38)
1" = 5' CC
METERS (3X) (STA: 112+81.88 & 112+82.96 & 112+84.26)
1" = 5' EE
HYDRANT (STA: 126+59.30) & LATERAL (126+78.38)
1" = 5' GG
LATERAL (STA: 128+46.09)
1" = 5' HH

WATER NOTES
LATERAL (STA: 108+40.26)
1" = 5' BB
LATERAL (STA: 111+94.42)
1" = 5' DD

CONNECTION

ENLARGEMENTS
C-302
13 VALVE (STA: 116+44.59)
1" = 5' FF
VALVE (STA: 131+87.48)
1" = 5' II
VAULTS (STA: 103+04.17)
1" = 5' Z
CONNECT NEW 1.5" OR 2" DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103A. SIZE PER PLAN. 3 4 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD DETAIL 111.

CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103.
5 CONNECT NEW FIREWATER SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 102.
6 7 CONNECT TO EXISTING WATER LINE PER DETAIL 1, SHEET C-500.

INSTALL MECHANICALLY RESTRAINED TEE PER PROJECT SPECIFICATIONS. RESTRAINT LENGTHS PER CITY OF ST. HELENA STANDARD DETAIL 112D.
8 SERVICE LATERAL. LENGTH, SIZE, AND MATERIAL PER PLAN. TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401. CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCY.
14 CONNECT NEW 4" OR LARGER DOMESTIC SERVICE LATERAL TO NEW MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAILS 108 & 108A. SIZE PER PLAN. 15 CONTRACTOR TO PROVIDE TREE ROOT PROTECTION IN OPEN TRENCH AREAS. NOTE FOR PIPE BURSTING AREAS.
16 17 PROTECT EXISTING STRUCTURE IN PLACE.

REPLACE EXISTING PAVEMENT PER CITY OF ST. HELENA PUBLIC WORKS STANDARDS STANDARD DRAWING INDEX DIVISION 300 - STREET & ROADWAY.
22 Agenda Item #10.1.

Page 43 of 818 ends

STA:147+59.69

3.3 LF
1" PVC

WATER VAULT
929 MAIN ST.

EXISTING

WATER VAULT
17 EXISTING

ELECTRICAL

AND TELECOM
LINES 2'

REPLACE DECORATIVE

LANDSCAPE IN KIND

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
21 22
5 14
20 17
STA:148+22.82

7.6 LF
1" PVC
DCV
929 MAIN ST.

EXISTING DCV
16 17

EXISTING

ELECTRICAL

AND TELECOM
LINES 4' 4'
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND

REPLACE DECORATIVE

LANDSCAPE IN KIND
5 14
20 17
STA:149+65.60
OFF:1.51'LT
STA:149+65.60
STA:149+59.16
STA:149+49.39

3.3 LF
1" PVC

WATER VAULT
933 MAIN ST.

EXISTING

WATER VAULT

8.0 LF
1" PVC

WATER VAULT
933 MAIN ST.

EXISTING

WATER VAULT

0.5 LF
6" PVC
17 EXISTING ELECTRICAL
AND TELECOM LINES 4' 5'

EXISTING FIRE

HYDRANT

EXISTING

STORM DRAIN
LANE 8'
22 21 22
21 FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
18 14
17 20
17 20
14 5
14 5
17 17
6 8

EX VALVE
STA:146+09.41
OFF:1.35'LT
STA:146+19.67
OFF:1.17'RT
STA:146+18.67

1.7 LF
6" PVC

3.6 LF
6" PVC

EXISTING

TELECOM VAULT

FIRE HYDRANT

EXISTING FIRE

HYDRANT

EXISTING

ELECTRICAL
AND

TELECOM
LINES 3'
17 4'
21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
6 14
18 17
14 20
17 STA:145+36.78

0.6 LF
1" PVC

WATER METER
801 MAIN ST.

EXISTING

WATER METER
17 EXISTING

ELECTRICAL

AND TELECOM
LINES 5'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
17 20
14 5
139+00
STA:139+02.12
STA:139+09.78
8 1.0 LF
6" PVC

FIRE HYDRANT

EXISTING FIRE

HYDRANT

WATER METER
641 MAIN ST.

EXISTING

WATER METER

1.6 LF

1.5" PVC
16 EXISTING

ELECTRICAL

AND TELECOM
LINES 7' 5'
6 0.5 LF
6" PVC
STA:139+02.11
OFF:1.51'RT

EX VALVE
STA:139+02.44
OFF:1.94'LT

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 4
14 20
17 17
20 14
3 17
STA:141+28.64

WATER METER
661 MAIN ST.

1.5 LF
1" PVC
17 EXISTING

WATER METER

EXISTING

ELECTRICAL

AND TELECOM
LINES 4'5'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
21 22
20 14
5 17

EX VALVE
STA:143+79.38
OFF:2.61'LT
STA:143+79.38 8

1.6 LF
6" PVC
17 EXISTING FIRE

HYDRANT
17 EXISTING

ELECTRICAL

AND TELECOM
LINES 5'
6 21 22

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE
18 14
STA:143+47.85

EX VALVE
STA:143+47.85
OFF:2.52'LT
18 2.0 LF
1" PVC
16 EXISTING

ELECTRICAL

AND TELECOM
LINES 4'

FUTURE IMPROVEMENTS

SHOWN FOR REFERENCE

REPLACE DECORATIVE

LANDSCAPE IN KIND
14 5
5 17
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

VAULT AND RISER (STA: 147+59.69)
1" = 5' SS
DCV (STA: 148+22.82)
1" = 5' TT
VAULTS (STA: 149+49.39 & 149+59.16) AND HYDRANT (STA: 149+65.50) 1" = 5' UU

WATER NOTES
HYDRANT (STA: 146+18.67)
1" = 5' RR VAULT (STA: 145+36.81)1" = 5' QQ

CONNECTION

ENLARGEMENTS
C-303
14 HYDRANT (STA: 139+02.11) & VAULT/DCV (STA: 139+09.78) 1" = 5' MM VAULT (STA: 141+28.64)1" = 5' NN
HYDRANT (STA: 143+79.25)
1" = 5' PP
VALVE (STA: 143+47.85)
1" = 5' OO
CONNECT NEW 1.5" OR 2" DOMESTIC SERVICE LATERAL TO NEW

MAIN AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST. HELENA STANDARD DETAIL 103A. SIZE PER PLAN.
3 INSTALL GATE VALVE PER CITY OF ST. HELENA STANDARD
DETAIL 111.
4 CONNECT NEW 1" DOMESTIC SERVICE LATERAL TO NEW MAIN
AT THE LOCATION OF EXISTING CONNECTION PER CITY OF ST.

HELENA STANDARD DETAIL 103.
5 CONNECT NEW FIREWATER SERVICE LATERAL TO NEW MAIN AT
THE LOCATION OF EXISTING CONNECTION PER CITY OF ST.

TRENCH PER CITY OF ST. HELENA STANDARD DETAIL 401.

CONNECT TO EXISTING VALVE UNDERGROUND FLANGE.

CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONTRUCTION AND
NOTIFY ENGINEER OF ANY DISCREPANCY.
18 CONNECT TO EXISTING STRUCTURE. CONTRACTOR TO VERIFY

Page 44 of 818 ends

156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
EX 12" STEEL WATER MAIN
(TO BE REPLACED)

EXISTING ELECTRIC

EXISTING TELECOM

NAPA VINE TRAIL
RAILROAD EX SWALE HIGHWAY 29

30.0'
RAILROAD R/W CALTRANS R/W 3' ASSUMED
±18.4' ±14.0' 3.67' ASSUMED
TRENCH PER CITY OF ST. HELENA
STANDARD DETAIL 401

SHORING TO BE PROVIDED PER
UPRR SHORING DETAIL, SHEET C-502

EXISTING
TELECOM 3' ASSUMED
174
175
176
177
178
179
180
181
182
183
184
185
186
174
175
176
177
178
179
180
181
182
183
184
185
186

BIKE LANE

RAILROAD
CROSSING HIGHWAY 29

GRAVEL/DIRT
SHOULDER 3.67' 3' ASSUMED
±10.0'
EX 12" STEEL WATER MAIN
(TO BE REPLACED)

EXISTING GAS
TRENCH LIMITS PER CITY OF ST. HELENA
STANDARD DETAIL 401

CALTRANS R/W
189
190
191
192
193
194
195
196
197
198
199
200
189
190
191
192
193
194
195
196
197
198
199
200
HIGHWAY 29

GRAVEL/DIRT

SHOULDER
±30.8' 3.67'
EX 12" STEEL

WATER MAIN (TO

BE REPLACED) EXISTING GAS

EXISTING ELECTRIC

EXISTING TELECOM
EXISTING GAS 3' ASSUMED 3' ASSUMED

CALTRANS R/W
205
206
207
208
209
210
211
212
213
214
215
216
205
206
207
208
209
210
211
212
213
214
215
216

SIDEWALK

EASEMENT
SIDEWALK HIGHWAY 29
±3.0' 3.67'

EXISTING GAS
EX 12" STEEL WATER MAIN
(TO BE REPLACED) 3' ASSUMED

EXISTING TELECOM

EXISTING GAS

EXISTING ELECTRIC

CALTRANS R/W
EXISTING GAS 3.0' ASSUMED 3.0' ASSUMED 3.0' ASSUMED

EXISTING STORM DRAIN
217
218
219
220
221
222
223
224
225
226
217
218
219
220
221
222
223
224
225
226
DRIVEWAY HIGHWAY 29
±11.9' 3.0' ASSUMED 3.67'
EX 12" STEEL WATER MAIN
(TO BE REPLACED)

EXISTING TELECOM

CALTRANS R/W

EXISTING STORM DRAIN BELOW
18" SD (INV 215.25)
EXISTING GAS 3.0' ASSUMED 3.0' ASSUMED

EXISTING TELECOM

EXISTING TELECOM
228
229
230
231
232
233
234
235
236
237
238
228
229
230
231
232
233
234
235
236
237
238
BRICK DRIVEWAY HIGHWAY 29
±6.5' 3.67'
EX 12" STEEL WATER MAIN
(TO BE PIPEBURST)
CALTRANS R/W 3.0' ASSUMED

EXISTING SEWER

EXISTING ELECTRIC

EXISTING TELECOM

EXISTING GAS
233
234
235
236
237
238
239
240
241
242
233
234
235
236
237
238
239
240
241
242
CITY OF ST. HELENA R/W

DRIVEWAY & PARKING LOT

SIDEWALK
HIGHWAY 29
±3.7' 3.0' ASSUMED 3.67'
EX 12" STEEL WATER MAIN
(TO BE PIPEBURST)

EXISTING ELECTRIC

EXISTING TELECOM

CALTRANS R/W
EXISTING GAS 3.0' ASSUMED
OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

TYPICAL SECTION A (STA: 00+27)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' A
TYPICAL SECTION B (STA: 25+82)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' B
TYPICAL SECTION C (STA: 46+17)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' C
TYPICAL SECTION D (STA: 76+03)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' D
TYPICAL SECTION E (STA: 91+94)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' E
TYPICAL SECTION F (STA: 116+27)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' F
TYPICAL SECTION G (STA: 150+33)
HORIZONTAL: 1" = 10', VERTICAL: 1" = 2' G
C-400

TYPICAL SECTIONS
15 A
C-200
B
C-201
C
C-202
D
C-203
E
C-204
F
C-205
G
C-206
Agenda Item #10.1.

Page 45 of 818 ends

OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

EXISTING WATER MAIN CONNECTION JOINT
NTS 1
C-500

CONSTRUCTION DETAILS
16 MEGALUG SERIES 3800 RESTRAINED
COUPLING OR APPROVED EQUAL; ALL
JOINTS SHALL BE FULLY RESTRAINED.

SIZE PER PLAN.

PROPOSED WATERLINE. SIZE

AND MATERIAL PER PLAN

EXISTING WATERLINE, SIZE

AND MATERIAL PER PLAN
NOTES:

1. THIS TYPE OF JOINT IS TO BE USED AT CONNECTIONS TO EXISTING STEEL AND FPVC PIPE.

2. CONTRACTOR TO VERIFY OUTSIDE DIAMETER OF EXISTING PIPELINE.

PROPOSED WATER MAIN CONNECTION JOINT
NTS 2
NOTES:

1. THIS TYPE OF JOINT IS TO BE USED AT ALL UNWELDED JOINTS AT PULL OR INSERTION PITS APPROX. 1
1 NEW BASE COURSE

NEW PAVEMENT

SURFACE

EXISTING

PAVEMENT

SURFACE

BITUMINOUS

TACK COAT
12" MIN.

EXISTING AGGREGATE BASE

COURSE TO BE PROTECTED

AND REMAIN UNDISTURBED

TO PREVENT LOSS OF

DENSITY AND SUPPORT

UNDER EXISTING PAVEMENT

SAWCUT SECTION DETAIL
NTS 3

SAW CUT

FULL DEPTH

PROPOSED WATERLINE,

SIZE AND MATERIAL

PER PLAN

PROPOSED WATERLINE,

SIZE AND MATERIAL

PER PLAN
MEGALUG SERIES 3800 RESTRAINED
COUPLING OR APPROVED EQUAL; ALL
JOINTS SHALL BE FULLY RESTRAINED.

SIZE PER PLAN.

Agenda Item #10.1.

Page 46 of 818 ends

C-501

CONSTRUCTION DETAILS
17 OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig. Agenda Item #10.1.

Page 47 of 818 ends

OF 18

NAPA INTERTIE PIPELINE

REPLACEMENT
® Know what's below.

Call before you dig.

C-502

CONSTRUCTION DETAILS
18 Agenda Item #10.1.

Page 48 of 818 ends

FY 26 thru FY 30
Capital Improvement Plan
St Helena, CA
Project # W25-01
Project Name Napa Intertie Pipeline Replacement
Total Project
Cost
$6,538,469 Department Public Works
Category Water Priority High
Phase Active Status Final Design
Project Location SR29 (Mee Lane to Mitchell Dr) Expenditure Account
763-5030-
Strategic Driver Infrastructure
Description
The Napa Intertie Pipeline Replacement Project involves the replacement of approximately 19,700 linear feet of aging 12-inch pipeline along the City's critical water transmission route near State Route 29. These replacements will occur from the Rutherford Pump Station (RPS) south of Mee Lane to the Mitchell Drive/Main Street Intersection, Per IUMP Project PWTM-1.

Notes
•FY24 - Per IUMP Appendix A (Project PWTM-1), pipeline initially scoped for replacement between RPS and SR29/Dowdell Lane. -PSA executed per Resolution 2024-062 on May 14,2024.
•FY25 - During preliminary design and field investigation, it was confirmed that the pipeline from RPS to Mee Lane was already replaced in 2010. Project limits revised to cover Mee Lane to Mitchell Drive/Main Street Intersection. -Coordination with Vine Trail project consultant underway to align design near SR29. •FY26 - Construction is anticipated to begin in FY26.

Expenditures Prior FY 26 FY 27 FY 28 FY 29 FY 30 Future Total 3160 - Construction Contract 0 5,000,000 0 0 0 0 0 5,000,000 3150 - Construction
Management 0 592,269 0 0 0 0 0 592,269
3170 - Contingency 0 500,000 0 0 0 0 0 500,000
3110 - Design 446,200 0 0 0 0 0 0 446,200
Total 446,200 6,092,269 0 0 0 0 0 6,538,469
Funding Sources Prior FY 26 FY 27 FY 28 FY 29 FY 30 Future Total 763-Water Capital
Improvement - Bond 446,200 6,092,269 0 0 0 0 0 6,538,469 Total 446,200 6,092,269 0 0 0 0 0 6,538,469
Agenda Item #10.1.

Page 49 of 818 ends

Page 50 of 818 ends

Agenda Report to the City Council
Agenda Section: CONSENT ITEMS
Department: Public Works
DATE: February 10, 2026
FROM: Mario Traverso, Project Manager
SUBJECT: Consideration and proposed adoption of a Resolution (1) Awarding the Tank 2 Rehabilitation Project to Champion
Painting Specialty Services. in the amount of $1,194,310; (2) Authorizing the City Manager to execute the
Construction Contract with Champion Painting Specialty
Services; (3) Authorizing the Director of Public Works to approve Change Orders not-to-exceed 15% of the
Contract price; and (4) Authorize the Recommended
Budget Amendments/Transfers.

RECOMMENDED
ACTION:

Approve the Resolution

PREVIOUS COUNCIL
ACTION:

The W-101 Tank 2 Rehabilitation Project is included in the City’s FY 2024-2028 CIP which was approved by City
Council on June 13, 2023, the FY 2025-2029 CIP adopted
by City Council on September 24, 2024 and the FY 2026-
30 CIP adopted by City Council on May 27, 2025.

Resolution 2025-121 was adopted by City Council on
October 14, 2025 approving the plans and authorizing
issuance of Request for Bids. The item was originally
scheduled for City Council award at the December 9, 2025 but action was deferred, as described below.

STATEMENT OF THE
PURPOSE:

To award construction of the W-101 Tank 2 Rehabilitation Project to Champion Painting Specialty Services in
accordance with the City's approved Capital Improvement Plan (CIP).

FINANCIAL IMPACT: The financial impact of this award and construction contract is $1,194,310 in addition to possible change
orders in the amount of $179,147.

The CIP Project W-101 includes $869,000 in previously
authorized Water Revenue Bond funding. To fully fund the construction phase and contingency, staff recommends
increasing the use of Water Revenue Bonds by an
additional $564,457.

BACKGROUND:

Agenda Item #10.2.

Page 51 of 818 ends

A significant component of the City's drinking water distribution system are two large tanks which store treated water from the water treatment plant. Tank 1 can store 1 million gallons of water and is located at the water treatment plant property. Tank 2 can store 2.7 million gallons of water and is located near the lower reservoir on Spring Mountain Road. Together these tanks provide both storage and pressure for the City's water distribution system.

Tank 2 has been in service since 1992. In 2019 a Capital Improvement Project was developed to refurbish the tank. The refurbishment consists of draining the tank, cleaning and recoating the interior lining and exterior coating, replacing screens, replacing the corrosion protection system and upgrading the ventilation system. The project was resurrected by staff in 2024, and plans were recently completed by Oscar Larsen & Associates Consulting Engineers from Eureka, CA.

DISCUSSION:

A notice inviting bids was posted to the City of St. Helena's website and distributed to area construction plan rooms and exchanges on November 14, 2025. Bids were opened publicly at City Hall on December 5, 2025.

The bid results are as follows:

Cal Sierra Construction Inc. $1,168,500.00
Champion Painting Specialty Services $1,194,309.97
Euro Style Management $1,423,000.00
AMP United LLC $1,443,000.00
Resource Development Company, LLC $1,602,550.00
Polytech Industrial Incorporation $1,827,922.00
F.D. Thomas Inc. $1,978,458.00
Engineers Estimate: $1,200,000
Cal Sierra Construction Inc. submitted the lowest bid but failed to include evidence of a necessary certification which was required as detailed in the bid solicitation. Cal Sierra was notified of the omission and failed to produce the required certification or comparable certification. A letter was sent to Cal Sierra Construction Inc. which detailed the City's decision to reject their bid. The City is proceeding to award the contract to the subsequent low bid proposal. Champion Painting Specialty Services bid is found to be responsive and complete, including providing evidence of the required certification.

Champion Painting Specialty Services holds a valid Class C33 Contractor's License, No. 992697, with no enforcement actions listed. Their license expires 5/31/2026.

Champion Painting Specialty Services has performed numerous similar projects for municipal water systems. City Staff has determined that Champion Painting Specialty Services satisfies the bidding requirements for the project and their licensing qualifies them to complete the project.

Agenda Item #10.2.

Page 52 of 818 ends

Once awarded, the project will begin early summer of 2026 beginning with the exterior components. The interior components of the project will occur during the fall of 2026.

ENVIRONMENTAL REVIEW: None
GOAL:

Goal 2: Improve Infrastructure & Further Environmental Sustainability Goal 3: Pursue Water Security & Sustainable Management of Water Resources Goal 5: Enhance Quality of Life
Goal 8: Implement Capital Improvement Plans (CIP) Projects Miscellaneous/Other DOCUMENTS ATTACHMENTS:

Bid Tabulation - Tank 2 Project
W-101 CIP Page
Resolution Awarding Contract
Agenda Item #10.2.

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Mario Traverso

DESCRIPTION UNIT QUANTITY UNIT COST,
$ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ UNIT COST, $ ITEM TOTAL, $ 1 Mobilization 1 LS $199,792 $199,792 $100,000 $100,000 $110,000.00 $110,000.00 $37,754.51 $37,754.51 $50,000.00 $50,000.00 $60,220.00 $60,220.00 $65,000.00 $65,000.002 Work Schedule 1 LS $2,500 $2,500 $15,000 $15,000 $15,000.00 $15,000.00 $1,468.46 $1,468.46 $2,000.00 $2,000.00 $750.00 $750.00 $15,000.00 $15,000.003 Construction Pollution Control 1 LS $3,000 $3,000 $6,500 $6,500 $10,000.00 $10,000.00 $5,670.00 $5,670.00 $3,500.00 $3,500.00 $17,362.00 $17,362.00 $28,800.00 $28,800.00 4 Interior Coating 1 LS $1,134,965 $1,134,965 $845,000 $845,000 $720,000.00 $720,000.00 $763,822.90 $763,822.90 $1,056,000.00 $1,056,000.00 $1,018,188.00 $1,018,188.00 $934,000.00 $934,000.005 Exterior Coating 1 LS $330,711 $330,711 $395,000 $395,000 $226,000.00 $226,000.00 $234,349.28 $234,349.28 $212,000.00 $212,000.00 $707,489.00 $707,489.00 $415,000.00 $415,000.006 Tank Disinfection and Testing 1 LS $22,358 $22,358 $10,000 $10,000 $10,000.00 $10,000.00 $5,873.86 $5,873.86 $7,000.00 $7,000.00 $17,205.00 $17,205.00 $10,500.00 $10,500.00 7 Manway 1 LS $26,565 $26,565 $15,000 $15,000 $15,000.00 $15,000.00 $72,450.00 $72,450.00 $35,000.00 $35,000.00 $40,286.00 $40,286.00 $11,500.00 $11,500.00 8 Vents 1 LS $1,800 $1,800 $4,000 $4,000 $9,000.00 $9,000.00 $1,575.00 $1,575.00 $1,500.00 $1,500.00 $21,809.00 $21,809.00 $20,300.00 $20,300.009 Install Retaining Structure 1 LS $44,178 $44,178 $12,500 $12,500 $30,000.00 $30,000.00 $26,250.00 $26,250.00 $20,000.00 $20,000.00 $20,647.00 $20,647.00 $29,900.00 $29,900.00 10 Tank Overflow Outlet 1 LS $14,160 $14,160 $18,750 $18,750 $10,000.00 $10,000.00 $12,390.00 $12,390.00 $2,500.00 $2,500.00 $35,587.00 $35,587.00 $10,200.00 $10,200.00 11 Cathodic Protection 1 LS $46,393 $46,393 $18,125 $18,125 $10,500.00 $10,500.00 $31,237.50 $31,237.50 $32,000.00 $32,000.00 $34,900.00 $34,900.00 $57,600.00 $57,600.00 12 Guy Wire Replacement 1 LS $1,500 $1,500 $3,125 $3,125 $3,000.00 $3,000.00 $1,468.46 $1,468.46 $1,500.00 $1,500.00 $4,015.00 $4,015.00 $4,750.00 $4,750.00 $1,200,000.00 $1,827,922.10 $1,443,000.00 $1,168,500.00 $1,194,309.97 $1,423,000.00 $1,423,000.00 $1,978,458.00 $1,978,458.00 $1,602,550.00 $1,602,550.00

BID RESULTS
Tank 2 Rehabilitaiton Project
Engineer's Estimate Polytech Industrial Incorporation AMP United LLC Cal Sierra Construction Inc. Champion Panting Specialty Services Euro Style Management

BASE BID
Bid Schedule
Bid Opening: December 5 2025 10AM
F.D. Thomas Inc. Resource Development Company, LLC
Agenda Item #10.2.

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FY 26 thru FY 30
Capital Improvement Plan
St Helena, CA
Project # W-101
Project Name Tank 2 Rehabilitation
Total Project
Cost
$1,580,584 Department Public Works
Category Water Priority High
Phase Active Status Procurement
Project Location APN 022-420-019 Expenditure
Account
763-5030-
Strategic Driver Infrastructure
Description
The Tank 2 Rehabilitation Project involves critical maintenance of Tank 2 located at the Lower Reservoir to ensure its structural integrity, water quality performance, and regulatory compliance.

This project includes:
- Interior sandblasting and coating to restore corrosion protection. -Sanitization and disinfection of the tank to meet public health and drinking water standards. -Improvements that extend the operational lifespan of the tank and protect stored water from contamination.

This rehabilitation was identified as a high-priority need in the Water Rate Study and Integrated Utility Master Plan.

Notes
•FY24 - Project included in the proposed Water Rate Study, with a scheduled delivery timeline for design and construction. -Budget reflects updated cost estimates due to escalation. •FY25 - City issue a Professional Services Agreement (PSA) in FY25 Q1 for design and preparation of construction bid documents. -Construction tentatively scheduled for FY25 Q2-Q3, pending completion of design and environmental review. -Exp/Enc expenditures reflect design work completed under the original project between FY16-FY22. •FY26 - Construction is currently scheduled for FY26 Q2-Q3, based on adjusted delivery timelines and bond funding allocations.

Expenditures Prior FY 26 FY 27 FY 28 FY 29 FY 30 Future Total 3160 - Construction Contract 686,000 482,500 0 0 0 0 0 1,168,500 3170 - Contingency 65,000 110,275 0 0 0 0 0 175,275
3110 - Design 176,809 0 0 0 0 0 0 176,809
3150 - Construction
Management 118,000 -58,000 0 0 0 0 0 60,000
Total 1,045,809 534,775 0 0 0 0 0 1,580,584
Funding Sources Prior FY 26 FY 27 FY 28 FY 29 FY 30 Future Total 763-Water Capital
Improvement - Bond 987,000 534,775 0 0 0 0 0 1,521,775
561-Water Rate Revenues 56,109 0 0 0 0 0 0 56,109
764-Water Impact Fees 2,700 0 0 0 0 0 0 2,700
Total 1,045,809 534,775 0 0 0 0 0 1,580,584
179,147 1,194,310 564,457 1,610,266 564,457 1,610,266 508,310 114,147 564,457 1,610,266 1,551,457 Agenda Item #10.2.

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CITY OF ST. HELENA
RESOLUTION NO. 2026-__

RESOLUTION AWARDING THE CONSTRUCTION CONTRACT FOR
W-101 TANK 2 REHABILITATION PROJECT TO CHAMPION

PAINTING SPECIALITY SERVICES, AUTHORIZING RELATED

ACTIONS, AND APPROVING BUDGET AMENDMENTS

RECITALS
A. On October 14, 2025 the City Council adopted Resolution 2025-121, approving the plans and specifications and authorizing the solicitation of bids for the Tank 2 Rehabilitation Project; and
B. On November 14, 2025 a Notice Inviting Bids for the Tank 2 Rehabilitation Project was posted and, on December 5, 2025, seven (7) bids were received and publicly opened; and
C. The proposal submitted by the apparent low bidder, Cal Sierra Construction Inc. of Carmichael, California was determined to be non-responsive due to the omission of evidence of the required certification; and D. A notice was sent to Cal Sierra Construction Inc. detailing the City’s intention to reject the proposal and award the contract to the subsequent low bidder; and E. The subsequent low bidder is Champion Painting Specialty Services of Lincoln, California; and
F. Champion Painting Specialty Services possess the necessary licenses and certifications required to perform the work and their bid package has been determined to be responsive and complete; and
G. A budget reallocation is necessary to properly allocate funding for the projects identified in the Capital Improvement Plan (CIP); and
H. The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Class 1 Existing Facilities.

RESOLUTION
Agenda Item #10.2.

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NOW, THEREFORE, the City Council of the City of St. Helena resolves as follows:

1. Awards the construction contract for the Tank 2 Rehabilitation Project to Champion Painting Specialty Services in an amount not-to-exceed $1,194,310; and

2. Authorizes the City Manager to execute the construction contract with Champion Painting Specialty Services; and

3. Authorizes the Director of Public Works to approve construction change orders not to exceed 15%; and

4. Budget Amendments are as follows:

Description Fund GL Account Amount
W-101
Construction Management
763 – Water
Revenue Bond 763-50-30-31-50 ($58,000)
W-101
Construction Contract
763 – Water
Revenue Bond 763-50-30-31-60 $508,310
W-101
Contingency
763 – Water
Revenue Bond 763-50-30-31-70 $114,147

5. Funding is as follows:

Description Fund GL Account Amount
W-101
Construction Management
763 – Water
Revenue Bond 763-50-30-31-50 $60,000
W-101
Construction Contract
763 – Water
Revenue Bond 763-50-30-31-60 $1,194,310
W-101
Contingency
763 – Water
Revenue Bond 763-50-30-31-70 $179,147
Approved at a Regular Meeting of the St. Helena City Council on February 10, 2026, by the following vote:

Mayor Dohring:

Vice Mayor Deasy:

Council Member Barak:

Council Member Spadarotto:

Council Member Summers:

Agenda Item #10.2.

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APPROVED: ATTEST:
________________________ ________________________
Paul Jamison Dohring, Mayor Andrew Bradley, City Clerk
Agenda Item #10.2.

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Agenda Report to the City Council
Agenda Section: CONSENT ITEMS
Department: Recreation
DATE: February 10, 2026
FROM: Ashley Sylvester, Director of Community Services
SUBJECT: Consideration and proposed approval of a resolution authorizing the City of St. Helena Sesquicentennial parade on Main Street and authorizing City staff to assist with traffic control before, during, and after the parade.

RECOMMENDED
ACTION:

Staff recommends the City Council adopt the resolution
authorizing the City of St. Helena Sesquicentennial parade on Main Street authorizing City staff to seek Caltrans
approval for the limited closure, and to provide traffic control before, during, and after the parade.

PREVIOUS COUNCIL
ACTION:

N/A

STATEMENT OF THE
PURPOSE:

To seek Council authorization to close a portion of Main Street for the Sesquicentennial Celebration parade.

FINANCIAL IMPACT: The City will provide staff to assist with pre-planning, setup, and tear down of “no parking” and traffic control, and traffic control during the event. This will require approximately 15 hours of Public Works Department staff time, 4 hours from Fire Department staff and
approximately 4 hours from Police Department staff.

BACKGROUND: About once each year a portion of Main Street is closed for a parade to a local celebration/activity. Since the city's main street is also a state highway (Hwy 29), permission needs to be sought from Caltrans. This authorization from the city council will not only provide authorization for city staff to undertake a variety of actions, but will also serve as a basis for the city to seek authorization from Caltrans.

DISCUSSION:

The City of St. Helena requests approval from the City Council to hold the Sesquicentennial parade on Main Street. The parade will take place on Saturday, April 25, 2026, starting at 1:00 p.m. Participants will stage on Grayson Avenue and Charter Oak at noon and then proceed north on Main Street ending at Lyman Park. City staff from a variety of departments along with volunteers will assist with various aspects of the parade including coordinating, controlling, and rerouting traffic during the parade festivities. The City of St. Helena will obtain an encroachment permit from Caltrans for the route traveled on Hwy 29.

ENVIRONMENTAL REVIEW: N/A
Agenda Item #10.3.

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GOAL:

Goal 4: Provide Effective Community Information & Opportunities for Engagement Goal 5: Enhance Quality of Life
DOCUMENTS ATTACHMENTS:

Parade Route
2026 Sesquicentennial Parade Road Closure
Agenda Item #10.3.

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Agenda Item #10.3.

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CITY OF ST. HELENA
RESOLUTION NO. 2026-XXX
AUTHORIZING THE CITY OF ST. HELENA SESQUICENTENNIAL PARADE ON

MAIN STREET AND AUTHORIZING CITY STAFF TO ASSIST WITH TRAFFIC CONTROL BEFORE, DURING, AND AFTER THE PARADE.

RECITALS
A. The City of St. Helena requests approval from the City Council to hold the Sesquicentennial parade on Main Street. The parade will take place on Saturday, April 25, 2026, starting at 1:00 p.m.; and
B. The parade shall start at the intersection of Main Street and Grayson Avenue and proceed north onto Main Street, ending at the intersection of Main Street and Madrona Avenue; and
C. City staff is able to provide the necessary controlling and detouring of traffic on Highway 29, Railroad Avenue, and the parade route; and
D. City staff is requesting the prohibition of parking on Main Street before and during the parade; and
E. Section 21101 ( e) of the California Vehicle Code provides that local authorities may, by resolution, temporarily close a portion of any street for celebrations, parades, local special events, and other purposes when, in the opinion of local authorities having jurisdiction or a public officer of employee that the local authority designated by resolution, the closing is necessary for the safety and protection of persons who are to use that portion of the street during the temporary closing.

RESOLUTION
NOW, THEREFORE, the City Council of the City of St. Helena resolves as follows:

1.The City Council hereby approves the City of St. Helena’s request for a Sesquicentennial Parade on Main Street on Saturday, April 25, 2026, starting at 1:00 p.m.

2. The City Council finds that the benefits derived from authorizing the City of St.

Helena Sesquicentennial Parade, starting from the intersection of Main Street and Grayson Ave and ending at the intersection of Main Street and Madrona Avenue, outweigh the anticipated inconvenience to the businesses and citizens generally.

3. City staff is directed to provide necessary traffic control for the safety and protection of persons who are to use the portion of Main Street during the Sesquicentennial Parade.

Agenda Item #10.3.

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4. Parking on Main Street is prohibited on Saturday, April 25, 2026 from 12:00 p.m. to 4:00p.m. for the Sesquicentennial Parade.

Approved at a Regular Meeting of the St. Helena City Council on February 10,2026 by the following vote:

Mayor Dohring:

Vice Mayor Deasy:

Council Member Barak:

Council Member Spadarotto:

Council Member Summers:

APPROVED: ATTEST:
_______________________ _______________________
Paul Jamison Dohring, Mayor Erika Opp, Acting City Clerk Agenda Item #10.3.

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Agenda Report to the City Council
Agenda Section: CONSENT ITEMS
Department: Public Works
DATE: February 10, 2026
FROM: Stephanie Killingsworth, Public Works Financial Analyst SUBJECT: Consideration and Proposed Adoption of a Resolution (1) Authorizing the City Manager to Execute a Construction
Contract with Marine Industrial Tank, Inc. in an Amount Not-To-Exceed $83,281 for Interior Relining of Filters 5-8 at Stonebridge Wells; (2) Authorizing the Director of Public Works to Approve Change Orders up to 15%; and (3)
Authorizing Appropriation of Water Enterprise Fund
Balance.

RECOMMENDED
ACTION:

Staff recommends approval of the attached Resolution.

PREVIOUS COUNCIL
ACTION:

On September 23, 2025, the City Council authorized a
construction contract with ERS Industrial Services, Inc. for removal and replacement of filter media at the Stonebridge Wells. The authorization addressed filter media
performance and included a sole source finding specific to ERS's proprietary expertise and familiarity with the City's filter systems for media replacement services. The action did not include full interior abrasive blasting or relining of the steel pressure vessels.

STATEMENT OF THE
PURPOSE:

To request City Council authorization to enter into a
construction contract for interior relining of Filters 5-8 at Stonebridge Wells following inspection findings that
identified significant coating deterioration not included in the previously approved filter media replacement project.

FINANCIAL IMPACT: The total financial impact is an amount not-to-exceed $95,773, which includes the base construction contract of $83,281.25 and a 15% contingency ($12,492) for potential change orders.

Because this interior rehabilitation was not anticipated in the adopted budget, sufficient appropriations are not
currently included within the Water Enterprise operating budget. Staff recommends funding the project through the Water Enterprise Fund balance.

BACKGROUND:

Agenda Item #10.4.

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The Stonebridge Wells plays a critical role in meeting peak summer water demand.

Council previously authorized replacement of aging filter media to address reduced effectiveness in removing naturally occurring constituents such as iron and manganese.

During January 2026 field work associated with media removal, ERS performed interior inspections of filters 1-8 with filters 1-4 required minor coating touch-ups.

DISCUSSION:

During January 2026 field work associated with media removal, ERS performed interior inspections of Filters 1-8. When the vessels were drained and the media was removed in January 2026, ERS and staff were able to see the interior steel surfaces for the first time in several years. During this inspection, significant deterioration of the interior coating system was identified in Filters 5-8. The inspection documented:
 Blistering and pinholes
 Corrosion of the steel substrate
 Delamination of man-way lids
 Areas requiring full abrasive blast and recoating.

These conditions were not visible prior to media removal and were not part of the original Council authorization.

The newly identified work involves full interior rehabilitation of the steel vessels, including abrasive blasting and application of a new NSF-61 potable water-approved lining system. This is a separate scope of work from filter media replacement.

Because interior tank relining and coatings application is a service provided by multiple qualified contractors, staff sought competitive pricing to ensure the City receives the best value. ERS submitted a proposal for interior rehabilitation in the amount of $149,810. Marine Industrial Tank, Inc. (MIT) submitted a proposal for full abrasive blasting and relining of the same vessels in the amount of $83,281.25. The MIT proposal is approximately $66,500 lower than the ERS proposal for comparable rehabilitation services.

Addressing the coating deterioration now is both practical and fiscally responsible. The vessels are already offline due to the media replacement work, which avoids future mobilization costs and operational disruption. If left unaddressed, continued corrosion could lead to more significant structural damage and higher long-term capital replacement costs.

By completing the interior relining at this time, the City:
 Protects the structural integrity of the pressure vessels  Extends the useful life of the filters
 Reduces long-term maintenance costs
Agenda Item #10.4.

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 Maximizes the value of the current project timing
Staff recommends award to the lowest responsive and responsible proposer to ensure long-term system reliability and responsible stewardship of Water Enterprise Funds.

ENVIRONMENTAL REVIEW: This project is exempt from CEQA under Section 15301, Class 1 (Existing Facilities), as it involves repair and maintenance of existing public utility systems without expansion of capacity or use.

GOAL:

Goal 2: Improve Infrastructure & Further Environmental Sustainability Goal 3: Pursue Water Security & Sustainable Management of Water Resources DOCUMENTS ATTACHMENTS:

Resolution SBW Relining
St. Helena (Stone Bridge) Inspections Report
ERS Proposal
MIT Proposal
2024 Short Form Construction Contract Template
Agenda Item #10.4.

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CITY OF ST. HELENA
RESOLUTION NO. 2026-__
RESOLUTION AUTHORIZING (1) THE CITY MANAGER TO

EXECUTE A CONSTRUCTION CONTRACT WITH MARINE
INDUSTRIAL TANK, INC. IN AN AMOUNT NOT-TO-EXCEED
$83,281. FOR INTERIOR RELINING OF FILTERS 5-8 AT
STONEBRIDGE WELLS; (2) AUTHORIZING THE DIRECTOR OF
PUBLIC WORKS TO APPROVE CHANGE ORDERS UP TO 15%;
AND (3) AUTHORIZING APPROPRIATION OF WATER
ENTERPRISE FUND BALANCE.

RECITALS
A. The City relies on the Stonebridge Wells to supplement its potable water supply, particularly during high-demand summer months; and
B. On September 23, 2025, the City Council authorized a construction contract with ERS Industrial Services, Inc. for removal and replacement of filter media at the Stonebridge Wells; and
C. During January 2026 field work associated with media removal, interior inspections of Filters 1-8 were conducted, and significant coating deterioration was identified in Filters 5-8; and
D. The deterioration included blistering, corrosion, delamination, and interior steel exposure requiring full abrasive blasting and relining; and E. The required interior rehabilitation constitutes a separate scope of work from filter media replacement; and
F. Staff obtained competitive pricing for the interior relining work, and Marine Industrial Tank, Inc. submitted the lowest responsive and responsible proposal in the amount of $83,281; and
G. Funding for this unanticipated rehabilitation will be provided through the Water Enterprise Fund balance.

RESOLUTION
NOW, THEREFORE, the City Council of the City of St. Helena resolves as follows:

Agenda Item #10.4.

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1. Authorizes the City Manage to execute a Construction Contract with Marine Industrial Tank, Inc. in the amount of $83,281 for interior relining of Filters 5- 8 at the Stonebridge Water Treatment Plant; and

2. Authorizes The Director of Public Works to approve change orders not-toexceed fifteen percent (15%) of the base contract amount, or $12,492, for a total not-to-exceed project authorization of $95,773; and

3. Authorizes the use of Water Enterprise Fund Balance as the funding source for this appropriation.

4. Funding is as follows:

Description Fund/Funding
Source
Expense
GL Account
Amount
Increase to Budget
Water Treatment
Capital Improvement
Equipment
561 – Water
Enterprise 561-5034-2670 $95,773
Approved at a Regular Meeting of the St. Helena City Council on February 10, 2026, by the following vote:

Mayor Dohring:

Vice Mayor Deasy:

Council Member Barak:

Council Member Spadarotto:

Council Member Summers:

APPROVED: ATTEST:
________________________ ________________________
Paul Jamison Dohring, Mayor Andrew Bradley, City Clerk
Agenda Item #10.4.

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ERS INDUSTRIAL SERVICES, INC.
2120 Warm Springs Ct. 510-770-0202 phone 510-490-3024 fax City of St. Helena
REPORT
FOR
Stone Bridge WTP

PERFORMED & PREPARED
By:

ERS INDUSTRIAL SERVICES, INC.

Agenda Item #10.4.

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January 27, 2026
St Helena, City of
99 Pope Street.

St. Helena, Ca 94574
ATTENTION: MICHELE FERRELL
REFERENCE: FILTERS 1-8 AT THE STONE BRIDGE WTP
Hi Michele:

The week of January 26- 30 2026, a crew from ERS Industrial Services, Inc. visited the Stone Bridge Water Treatment Plant located at 99 Pope Street. St. Helena, Ca 94574. The plant is owned and operated by The City of St. Helena. The purpose of this visit was to replace all filter media and perform inspections on eight 34 sq. foot Pressure Vessel Filters operated at the plant.

The following report includes the field notes that document the observations and inspections.

Agenda Item #10.4.

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Page 2 of 3 ends

Filters: 1-8 Report
January 28, 2026
GENERAL NOTES: Filters: 1-8
 Filters: 1-4
o After pressure washing the filter interior, minor areas were noted that require touch ups repair.
o Touch up repairs will be tracked on Time and Materials. o Man-way lids will require full blast and coat, due to delamination of the existing coating.
 Filters: 5-8
o After pressure washing the filter interior, blistering, pinholes and corrosion were noted throughout the filter shell.
o The filters will require full abrasive blast and coating of all interior steel including man-way lids and overlapping coatings onto concrete floor 3-4 inches.
o All PVC piping in each filter will get removed, inspected, stored for reuse.

Agenda Item #10.4.

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ERS INDUSTRIAL SERVICES, INC.
2120 Warm Springs Ct. 510-770-0202 phone 510-490-3024 fax

COATINGS CONDITION
FILTERS 5-8
Agenda Item #10.4.

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Delamination on Man-Way Lids
Agenda Item #10.4.

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Agenda Item #10.4.

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Blistering, Pinholes and Corrosion
Agenda Item #10.4.

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Agenda Item #10.4.

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Agenda Item #10.4.

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Bistering and Pinholes
Agenda Item #10.4.

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Agenda Item #10.4.

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Agenda Item #10.4.

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Blistering and pinholes
Agenda Item #10.4.

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Agenda Item #10.4.

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Class A, C33 CSLB License #724233 Registered DIR Public Works Contractor #1000003275
2120 WARM SPRINGS COURT FREMONT, CALIFORNIA 94539 | P: 510.770.0202 | E:

[email protected]
1 January 28, 2026
Michele Ferrell
St. Helena, City of
99 Pope Street.

St. Helena, Ca 94574
QUOTE #: SHCPCO3-1QIC
PHONE #: 707-815-3936
EMAIL ADDRESS: [email protected]
Dear Michele:

ERS is pleased to submit its proposal for our service for new coatings on your four (4) 6.5’ x 8’ vertical pressure vessel filters (5-8) at the Stone Bridge WTP, located in St. Helena, Ca.

Scope of Supply:

Filters: 5-8
• Removal, packaging, and storage of all PVC parts for reuse. • All (8) filter manway lids will get blasted and coated. • Coatings – Filter Interior:
o Full containment, environmental control, and protection of piping throughout the coatings process.
o Surface preparation of steel substrate in accordance with SSPC-SP 10/NACE 2: 3-5Mil profile per manufactures recommendations.
o Heated plural spray application (one coat) of NSF-61/600, 100% Solids, Endura-flex 1988 Elastomeric Polyurethane (off White) @ 50-60 mil DFT. o Holiday detection and inspection in accordance with SSPC-PA 2.

Coatings – Filter Exterior:
o None.
• Reinstallation of existing PVC piping.

Clarifications:
• Any extra work/repairs outside of scope will be tracked on T&M.

Price does not include bonding.

Price does not include any valves, instruments, or controls.

ERS will require a media sample for Disposal Testing prior to scheduling the project.

ERS will also repair or replace existing underdrains as needed, on a time and materials basis.

Agenda Item #10.4.

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Class A, C33 CSLB License #724233 Registered DIR Public Works Contractor #1000003275
2120 WARM SPRINGS COURT FREMONT, CALIFORNIA 94539 | P: 510.770.0202 | E:

[email protected]
2 Disposal testing and transport to be executed in compliance with RCRA Subtitles C & D.

Standard Provisions:

1. Insurance
a. Pollution Liability $3,000,000.00
b. Professional Liability $3,000,000.00

2. Qualified manpower:
a. Onsite Supervisor/Environmental Technician/Hole Watch. b. Certifications in Forklift/Reach Lift, Crane Operator, Confined Space & Rescue, and First Aid/CPR/AED.

3. Equipment and PPE:
a. High-power industrial vacuum system.
b. Ventilation fan for air circulation.
c. Four gas monitors for pre-entry and continuous LEL testing. d. Air-purifying respirators (supplied air respirators available if required).

4. Safety Regulations:
a. Confined Space:
i. Tripod/winch for emergency evacuation.
ii. Fall arrest harnesses with safety lanyards for all men. iii. Permit-required confined space entry permits as applicable. iv. Daily monitoring log.
b. 2-Way radios for communication with in-tank personnel. c. Cellular phone as an emergency response tool.

5. New media as follows:
a. None.

Additional Coatings Provisions:

1. Quality Control:
i. Perform and document hold-point inspections in accordance with specifications. ii. Provide final inspection and approval of coatings application. iii. Produce Daily Inspection Reports confirming coatings operations are in conformance with applicable standards.

2. Equipment and PPE:
a. Environmentally controlled trailer with heated plural component spray equipment and specialized equipment technician
b. 24-hour continuous environmental control with dehumidification and monitoring of blasting and coating area.

Agenda Item #10.4.

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Class A, C33 CSLB License #724233 Registered DIR Public Works Contractor #1000003275
2120 WARM SPRINGS COURT FREMONT, CALIFORNIA 94539 | P: 510.770.0202 | E:

[email protected]
3 PRICING: $149,810.00

Quote Valid for 30 days.

Our time and materials work are billed at $246.00 per man-hour, straight time, plus materials with a 25% margin. Price includes all applicable sales tax.

Please feel free to contact me should you need further information or any clarification. My contact information is: phone – cell (510) 552-3285; office (510) 770-0202; email – [email protected] If quote is accepted, please answer questions below, sign and return to [email protected] Sincerely,
Nik Radonich
Sales/Engineering Manager
Is this project subject to PREVAILING WAGE? Yes ☐ No ☐
Is this project deemed PUBLIC WORK and therefore subject to the rules and regulations of the California Department of Industrial Relations (DIR)? Yes ☐ No ☐ If the answers are “NO”, please mark as such and refer to the paragraph at the end of this document PO or Contract #
DIR Project #

Authorized Representative — Name & Signature Title

(hereinafter “Contracting Party") has represented in writing and to ERS and does hereby reaffirm in writing to ERS (hereinafter “Contractor") that neither the project which is the subject matter of this Agreement nor the requested work to be performed on the project by Contractor are “public work” as defined by federal law, Chapter 1, Part 7 of Division 2 of the California Labor Code (governing “Public Works and Public Agenda Item #10.4.

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Class A, C33 CSLB License #724233 Registered DIR Public Works Contractor #1000003275
2120 WARM SPRINGS COURT FREMONT, CALIFORNIA 94539 | P: 510.770.0202 | E:

[email protected]
4 Agencies"), or any other federal, state or local statute, ordinance, regulation, or administrative and/or judicial decision. Based on the foregoing representation, Contractor has calculated its bid for the subject project based on certain wage rates and benefits. Contracting Party will specifically verify, prior to allowing Contractor to submit a proposal on the project or work to be performed on the project, that project is not deemed to be a public works project and that there are no requirements for prevailing wages or other unique bid requirements. In the event that Contracting Party has made any misrepresentation regarding the foregoing whether intentionally or negligently, Contracting Party specifically agrees to indemnify, reimburse, and hold Contractor harmless from and against any and all claims, penalties, fines or assessments that may arise from Contracting Party’s failure to properly report and describe the project to Contractor. Contracting Party shall reimburse any and all attorney’s fees and all costs associated with defending or enforcing this projection to Contractor.

Agenda Item #10.4.

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CITY OF ST HELENA

STONE BRIDGE WTP

RELININGPROPOSAL
(4) 6.5’ x 8’ VERTICAL

PRESSURE VESSEL
FILTERs (5-8)
Agenda Item #10.4.

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January 29th, 2026
Michele Ferrell
Water Treatment Plant
City of St Helena
Public Works Department
1572 Rail Road Ave
St Helena, CA 94574
[email protected]
Business Address:
3324 Kee Ln
Modesto CA, 95355
Office: (209) 382-9155
Mobile: (209) 702-1233
[email protected]
Fax:(408) 707-1490
Dear Mrs. Ferrell
We are pleased to quote the following for the above referenced tanks. We will provide equipment, materials, labor, and insurance. This will be for the complete interior preparations and relining of four 6.5'D x 8'H steel welded tank vessels. • Safety - Confined Space, Constant Atmospheric Air/Gas Monitoring, Fall protection, and OSHA 30 trained work crew, NACE Level 2
• Provide entry permit, testing and gas monitoring of atmosphere in tank as required for the safety of crew on the interior at all times.
• Provide scaffold to access complete interior of tank. • Provide all needed oil-free, Air compressors- Verify oil free air- by way of “Blotter Test”. • Blasters to wear proper PPE- Ear Plugs, Fresh Air supplied Blast Helmets, Coveralls, Chaps, Fall protection (Harness, Lanyard and Lifeline), leather blast glove • Provide Abrasive-blast, using Kleen-Blast 16/30 grit-or Garnet to achieve, a 3-4 mil profile near white blast as required by coating manufacturer. SSPC SP-10. • Verify results of anchor pattern/profile, by use of Testex Press-O-Film Replica Tape and a Surface profile comparator. (X-course).

38.51009, -122.4531
Stone Bridge
4 6.5'D x 8'H
Steel welded filter
vessels Interior
Relining
Agenda Item #10.4.

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Scope of Work | (1) Tank Interior Relining
Interior Lining System
Polyeuro® 5502-PW or
Sherplate pw
SSPC-SP 10/NACE No. 2 abrasive blast

DESCRIPTION
ANSI/NSF 61 approved for direct contact with potable water. It is a fast setting, rapid curing, 100% solids, flexible, aromatic, two component spray polyurea that can be applied to suitably prepared concrete and metal surfaces. Its extremely fast gel time makes it suitable for applications down to -20°F. It may be applied in single or multiple applications without appreciable sagging and is relatively insensitive to moisture and temperature allowing application in most temperatures. Polyeuro® 5502-PW offers a tack free time of less than fortyfive seconds and exhibits 450% elongation upon curing with 50 Shore D hardness.

FEATURES
•ANSI/NSF 61 Approved for Potable Water
•Zero VOC (100% Solids)
• Seamless
•Excellent Thermal Stability Odorless
•Low Temperature Flexibility Meets USDA Criteria
•Good Chemical Resistance No Toxic Vapors
•Coat Pipe 9” In Diameter or Greater
• Suitable for 5 Gallon Tanks and Larger
•Coats Carbon or Mild Steel Metals without Primer Installed With or Without Reinforcement in Transitional Areas

TYPICAL USES
Potable Water Tanks - Concrete or Metal
Total: $ $83,281.25
Total includes removing the sediment from interior ceiling, walls and floor. Resurfacing and relining tank interior floors and walls and ceiling.

Agenda Item #10.4.

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Any additional fabrication not listed above will be added as a second line item on final invoice.

The proposal pricing listed above is good for 15 days. Once approved the contract is valid for one calendar year upon acceptance.

All workmanship and materials will meet or exceed the American water works association. D102-10 standards for tank coatings.

All workmanship will be guaranteed for a two-year period from the date of completion.

If you have any questions or comments, please do not hesitate to contact our office.

Payment Terms
50% upfront 50% upon completion
1% Ten Days, Net 30 Days. 2.5% interest per month on all accounts past 30 days. Proposal does not include Sales or Use Taxes, Registration fees, or licenses unless listed above in proposal. If Marine Industrial Tank Inc is liable for any additional fees requested or required by the customer and are not noted in proposal, the fees will be billed on the final invoice.

Insurance
Marine Industrial Tank Inchas a minimum of$1,000,000 liability and $2,000,000 aggregate insurance policy
Conditions of Re-coating Rates
Marine Industrial Tank Inc will clean up area and remove all materials, equipment and trash upon completion, maintaining an orderly and clean work area daily and throughout the project. Any Fabrication needed that is not listed above will be added as a second line item if needed. Total does not include any hazardous lead paint abatement or a temporary water system if needed.

Initial Here
Chris Christophersen, Lead Estimator Date: January 29th, 2026 To accept, please sign and date proposal. Please fax pages to (844) 360-9309.

Printed Name and Title Date
Signature
Agenda Item #10.4.

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POLYCOAT

PRODUCTS
A Division of American Polymers Corp.

POLYEURO® 5502-NSF
Two Component Aromatic
Polyurea Protective Coating
Technical Data Sheet

DESCRIPTION
Polyeuro® 5502-NSF is ANSI/NSF 61 compliance by anANSI
accredited lab, approved for direct contact with potable water.

It is a fast setting, rapid curing, 100% solids, flexible, aromatic, two component spray polyurea that can be applied to suitably prepared concrete and metal surfaces. Its extremely fast gel time makes it suitable for applications down to -20°F. It may be applied in single or multiple applications without appreciable saggingandisrelatively insensitivetomoistureandtemperature allowingapplicationinmosttemperatures.Polyeuro® 5502-NSF offers a tack free time of less than forty-five seconds and exhibits450%elongationuponcuringwith50ShoreDhardness.

FEATURES
❖ANSI/NSF 61 Approved for Potable Water
❖Zero VOC (100% Solids) ❖Seamless
❖Excellent Thermal Stability ❖Odorless
❖Low Temperature Flexibility ❖Meets USDA Criteria
❖Good Chemical Resistance ❖No Toxic Vapors
❖Coat Pipe 9” In Diameter or Greater
❖Suitable for 5 Gallon Tanks and Larger
❖Coats Carbon or Mild Steel Metals without Primer
❖Installed With or Without Reinforcement in Transitional Areas

TYPICAL USES
❖Potable Water Tanks - Concrete or Metal
❖Potable Water Pipes
COLORS
Clear/Neutral. Custom colors are available upon request.

Color Packs, when used, must be added to Part-B.

PACKAGING
10 gallon kit: 5 gallons Part-A (Isocyanate side) and 5 gallons Part-B (Resin side).
100 gallon kit: 50 gallons Part-A (Isocyanate side) and 50 gallons Part-B (Resin side).

COVERAGE
Polyeuro® 5502-NSF may be applied at any rate to achieve desired thickness. Theoretical coverage for 1 mil thickness is one gallon per 1600 sq. ft.

SURFACE PREPARATION
In general, coating performance and adhesion are directly proportional to surface preparation. Most failures in the performance of surface coatings can be attributed to poor surface preparation. Polyurea coatings rely on the structural strength of the substrate to which they are applied. All surfaces must be free of dust, dirt, oil, grease, rust, corrosion and other contaminants. When coating substrates previously
used, it is important to consider the possibility of substrate absorption, which may affect the adhesion of the coating system, regardless of the surface preparation. Polycoat other contaminants. When coating substrates previously used, it is important to consider the possibility of substrate absorption, which may affect the adhesion of the coating system, regardlessofthesurfacepreparation.Polycoatrecognizesthepotential for unique substrates from one project to another. The following information is for general reference, and for project-specific questions, contactPolycoat.
14722 Spring Avenue  Santa Fe Springs, CA 90670-5108 USA  Tel: 562/802-8834  Fax: 562/921-7363  www.polycoatusa.com  Copyright © September 2011 Polycoat Products

TECHNICAL DATA
Mix Ratio by Volume...................................................1A : 1B Pot Life @ 150°F....................................................... 3 - 5 secs Tack Free Time (thickness & substrate temperature dependent) ... 30 - 45 secs Recoat Time at 20°C.................................................. 0 - 6 hours Viscosity at 150-160°F (66.5-71°C), Brookfield:

Part-A ................................................................. 50 ± 20 cps Part-B .........................................................................50 ± 20 cps Density (Side A & B Combined) ................................ 1.05 kgs/litre Flash Point................................................................. > 93°C (200°F) Hardness, ASTM D-2240 ...........................................50 ± 5 D Tensile, ASTM D-412* ................................................ 3500 ± 200 psi Elongation, ASTM D-412*.......................................... 450% ± 50% Tear, Die “C” ASTM D-412*...............................................± 50 pli Service Temperature - Dry ....................................... -40°F to 120°F Service Temperature - Wet........................................40°F to 120°F Water Vapor Permeability ASTM E-96 ...................... 0.361 perm-inch VOC Content...............................................................0% Recommended Applied Thickness ............................ > 2mm Return to Service:

Foot Traffic................................................................ 1-4 hours Full Service (dependent on substrate and ambient temperatures)......> 24 hours Taber Abrasion Resistance, ASTM D-4060
(CS17 wheel, 1000 cycles, 1 kg load) (maximum)................6 mg loss Water Absorption, ASTM D471
(max 23°C, 24 hrs).....................................................< 0.5% Crack Bridging, ASTM C836
(-25°C, 1.6mm crack, 25 cycles) ...............................Pass Impact Resistance @ 25°C ........................................> 200 lbs Pull-Off Strength (minimum), ASTM D-4541:

Inter-Coat Adhesion (within recoat time) ...................................Excellent Concrete (Shot blast profile), substrate failure occurred > 500 psi Concrete (Primed), substrate failure occurred............ > 500 psi Steel (75-100 micronblast profile) .....................................................> 900 psi Lineal Shrinkage........................................................ 1 - 2% Flexibility 1/8”(3mm) Mandrel Bend Test, ASTM D1737 ........Pass Resistance to Weathering, ASTM G-23
(Type QUV Weatherometer-3000 hrs exposure)...................No cracking or blistering. Color change, gloss reduction & chalking are noted.

Potable Water Certification - US, ANSI NSF-61........ Pass Potable Water Certification - Australian Water Quality Centre, AS/NZS 4020 (certificate number 4007/92.1060) .............................................Pass (*These physical properties from sample sprayed with Graco Foam Cat 200 @ 2000 psi minimum, with Gusmer GX7-400 mechanical purge gun @ 150-160°F.

Different machine and parameter will change these properties. User should perform their own independent testing as properties are approximate.) Agenda Item #10.4.

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New and Old Concrete:

Refer to SSPC-SP13/NACE 6, or ICRI 03732: CSP 3-5. New concrete must be cured for 28 days prior to product application. Surface must be clean, dry, sound and offer sufficient profile for product adhesion.

Remove all dust, dirt, oil, form release agents, curing compounds, salts, efflorescence, laitance and other foreign matter by shotblasting and/or suitable chemical means, in accordance with local chemical regulations. Rinse thoroughly, to achieve a pH between 8.0 and 11.0.

Allow to dry completely. If old concrete has a surface that has deteriorated to an unacceptably rough surface, Polycoat Products PC-260 or a mixture of Polyprime 21 and sand should be used as a repair agent for cracks, spalls, bug holes and voids. Upon full cure of the repair agent, prime the entire surface intended for coating.

Concrete Surface Preparation Reference:

ASTM D4258 - Standard practice for cleaning concrete
ASTM D4259 - Standard practice for abrading concrete
ASTM D4260 - Standard practice for etching concrete
ASTM F1869 - Standard test method for measuring moisture vapor emission rate of concrete
ICRI 03732 - Concrete surface preparation
Wood:

All wood should be clean, dry and free of any knots, splinters, oil, grease or other contaminants. Splintered or rough areas should be sanded. Knots should be repaired using Polycoat Products PC-260 with sand. Upon full cure of the repair agent, prime the entiresurface intended for coating.

Steel (Atmospheric and Immersion Exposure):

Remove all oil, grease, weld spatters and round off any sharp edges from surface. Minimum surface preparation is Near White Metal Blast Cleaningper SSPC-SP10/NACE2. Optimum surfaceprofileis 2-3 mils.

Prime and shoot Polyeuro® on to any bare metal the same day as it is cleaned to minimize any potential flash rusting.

Aluminum:

Aluminum should be blasted with aluminum oxide or sand, and not with steel or metal grit. Excessive blasting may result in a warped or deformed surface. After blasting, wash aluminum with a commercially available aluminum cleaner. Allow to dry, then prime.

Brass and Copper:

Brass and copper should be blasted with sand, and not with steel or metal grit. Remove all dust and grease prior to applying primer.

Galvanized Surfaces:

Clean and degrease any contaminated surfaces before priming. Do not blast galvanized surfaces with an abrasive grit. An adhesion test is recommended prior to starting the project.

Fiberglass Reinforced Plastic:

The gel coat should be lightly blasted or sanded with 80 grit sandpaper and cleaned.

Plastic Foams:

Enhanced adhesion is obtained when the foam is mechanically abraded. When coating polystyrene, do not use a solvent-based primer.

Textiles, Canvas, Fabrics:

Adhesion to most fabrics, geothermal membranes and textiles does not require a primer.

Stainless Steel:

Stainless steel may be grit blasted and degreased before priming.

Some stainless steel alloys are so inert that it is not possible to achieve a satisfactory bond. An adhesion test is recommended prior to starting the project.

New and Old Cast Iron:

Blast with a steel grit and degrease before priming. Old cast iron is difficult to prepare for a satisfactory bond. It can absorb oil and water soluble contaminants that will keep returning to the surface after the coating system has been applied and affect the coating system adhesion. An adhesion test is recommended prior to starting the project.

All Other Surfaces:

An adhesion test is recommended prior to starting the project.

MIXING
Polyeuro® 5502-NSF may not be diluted under any circumstances.

Thoroughly mix Polyeuro® 5502-NSF Part-B (Resin side) with air driven power equipment until a homogeneous mixture and color is obtained.

APPLICATION
Both Side-A and Side-B materials should be preconditioned to 75- 80°F before application.

Recommended surface temperature must be at least 5°F above the dew point.

Polyeuro® 5502-NSF should be applied using a plural component, heated, high pressure 1:1 spray mixing equipment like Graco’s Reactor, Glass Craft or other equivalent machine may be used.

Both Part-A and Part-B materials should be sprayed at a minimum of 2000 psi and at temperatures above 150°F. Adequate pressure and temperature should be maintained at all times.

Polyeuro® 5502-NSF should be sprayed in smooth, multidirectional passes to improve uniform thickness and appearance.

STORAGE
Polyeuro® 5502-NSF has a shelf life of one (1) year from date of manufacture, in factory-sealed containers.

Part-A and Part-B drums are recommended to be stored above 60°F.

Avoid freezing temperatures.

Store drums on wooden pallets to avoid direct contact with the ground.

If stored for a long period of time, rotate Part-A and Part-B drums regularly.

LIMITATIONS
Do not open until ready to use.

Both Part-A and Part-B containers must be fitted with a desiccant device during use.

WARNING
This product contains Isocyanates and Curative Material.

Please read all information in the general guidelines, product data sheets, guide specifications and material safety data sheets (MSDS) before applying material. Published technical data and instructions are subject to change without notice. Contact your local Polycoat Products representative or visit our website for current technical data and instructions.

LIMITED WARRANTY
Polycoat Products warrants its products to be free of manufacturing defects and that they will meet Polycoat Products current published physical properties. Polycoat Products warrants that its products, when properly installed by a state licensed waterproofin g contractor according to Polycoat Products guide specifications and product data sheets over a sound, properly prepared substrate, will not allow water migration for a period of one (1) year. Seller’s and manufacturer’s sole responsibility shall be to replace that portion of the product of this manufacturer which proves to be defective. There are no other warranties by Polycoat Products of any nature whatsoever expressed or implied, including any warranty of merchantability or fitness for a particular purpose in connection with this product. Polycoat Products shall not be liable for damages of any sort, including remote or consequential damages resulting from any claimed breach of any warranty whether expressed or implied. Polycoat Products shall not be responsible for use of this product in a manner to infringe on any patent held by others. In addition, no warranty or guarantee is being issued with respect to appearance, color, fading, chalking, staining, shrinkage, peeling, normal wear and tear or improper application by the applicator. Damage caused by abuse, neglect and lack of proper maintenance, acts of nature and/or physical movement of the substrate or structural defects are also excluded from the limited warranty. Polycoat Products reserves the right to conduct performance tests on any material claimed to be defective prior to any repairs by owner, general contractor, or applicator.

DISCLAIMER
All guidelines, recommendations, statements, and technical data contained herein are based on information and tests we believe to be reliable and correct, but accuracy and completeness of said tests are not guaranteed and are not to be construed as a warranty, either expressed or implied. It is the users responsibility to satisfy himself, by his own information and test, to determine suitability of the product for his own intended use, application and job situation anduser assumes all risk and liability resulting from his use of the product. We do not suggest or guarantee that any hazard listed herein are the only ones which may exist. Neither seller nor manufacturer shall be liable to the buyer or any third person for any injury, loss or damage directly or indirectly resulting from use of, or inability to use, the product. Recommendations or statements, whether in writing or oral, other than those contained herein shall not be binding upon the manufacturer, unless in writing and signed by a corporate officer of the manufacturer. Technical and application information is provided for the purpose of establishing a general profile of the material and proper application procedures. Test performance results were obtained in a controlled environment and Polycoat Products makes no claim that these tests or any other tests, accurately represent all environments. 14722 Spring Avenue  Santa Fe Springs, CA 90670-5108 USA  Tel: 562/802-8834  Fax: 562/921-7363  www.polycoatusa.com  Copyright © September 2011 Polycoat Products Agenda Item #10.4.

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2024 Construction Contract – Short Form 1
CITY OF ST. HELENA

CONSTRUCTION CONTRACT
[PROJECT NAME]

1. PARTIES AND DATE.

This Contract is made and entered into this [__] day of [__], 2023 by and between the City of St. Helena, a public agency of the State of California (“City”) and [Contractor Name], a [Entity Type] with its principal place of business at [Contractor Address] (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Contract.

2. RECITALS.

2.1 City. City is a public agency organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

2.2 Contractor. Contractor desires to perform and assume responsibility for the provision of certain construction services required by the City on the terms and conditions set forth in this Contract. Contractor represents that it is duly licensed and experienced in providing [Insert Services Provided ], that it and its employees or subcontractors have all necessary licenses and permits to perform the services in the State of California, and that it is familiar with the plans of City. The following license classifications are required for this Project: [__].

2.3 Project. City desires to engage Contractor to render such services for the [Project Name] (“Project”) as set forth in this Contract.

2.4 Project Documents & Certifications. Contractor has obtained, and delivers concurrently herewith, a performance bond, a payment bond, and all insurance documentation, as required by the Contract.

3. TERMS

3.1 Incorporation of Documents. This Contract includes and hereby incorporates in full by reference the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto:
• Services/Schedule (Exhibit “A”)
• Plans and Specifications (Exhibit “B”)
• Special Conditions (Exhibit “C”)
• Contractor’s Certificate Regarding Workers’ Compensation (Exhibit “D”) • Public Works Contractor Registration Certification (Exhibit “E”) • Payment Bond (Exhibit “F”)
• Fleet Compliance Certification. (Exhibit “G”)
• Addenda
• Change Orders executed by the City

3.2 Contractor’s Basic Obligation; Scope of Work. Contractor promises and agrees, at its own cost and expense, to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately complete the Agenda Item #10.4.

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2024 Construction Contract – Short Form 2
Project, including all structures and facilities necessary for the Project or described in the Contract (hereinafter sometimes referred to as the “Work”), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in Exhibit “B” attached hereto and incorporated herein by this reference. Special Conditions, if any, relating to the Work are described in Exhibit “C” attached hereto and incorporated herein by this reference.

3.2.1 Change in Scope of Work. Any change in the scope of the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in writing by a valid change order executed by the City. Should Contractor request a change order due to unforeseen circumstances affecting the performance of the Work, such request shall be made within five (5) business days of the date such circumstances are discovered or shall waive its right to request a change order due to such circumstances. If the Parties cannot agree on any change in price required by such change in the Work, the City may direct the Contractor to proceed with the performance of the change on a time and materials basis.

3.2.2 Substitutions/“Or Equal”. Pursuant to Public Contract Code Section 3400(b), the City may make a finding that designates certain products, things, or services by specific brand or trade name. Unless specifically designated in this Contract, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.”
Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in this Contract. However, the City may have adopted certain uniform standards for certain materials, processes and articles. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with Contractor.

The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from Contractor stating that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit. Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to Agenda Item #10.4.

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2024 Construction Contract – Short Form 3
submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.

Contractor shall bear all of the City’s costs associated with the review of substitution requests. Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

3.3 Period of Performance.

3.3.1 Contract Time. Contractor shall perform and complete all Work under this Contract within [***INSERT NUMBER OF CALENDAR OR WORKING DAYS***] days, beginning the effective date of the Notice to Proceed (“Contract Time”). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City. Such schedules or milestones may be included as part of Exhibits “A” or “B” attached hereto, or may be provided separately in writing to Contractor.

Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such completion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage.

3.3.2 Force Majeure. Neither City nor Contractor shall be considered in default of this Contract for delays in performance caused by circumstances beyond the reasonable control of the non-performing party. For purposes of this Contract, such circumstances include but are not limited to, abnormal weather conditions; floods; earthquakes; fire; pandemics or epidemics; war; riots and other civil disturbances; strikes, lockouts, work slowdowns, and other labor disturbances; sabotage or judicial restraint. Should such circumstances occur, the nonperforming party shall, within a reasonable time of being prevented from performing, give written notice to the other party describing the circumstances preventing continued performance and the efforts being made to resume performance of this Contract. Contractor’s exclusive remedy in the event of delay covered under this section shall be a non-compensable extension of the Contract Time.

3.3.3 Liquidated Damages. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages the sum of Five Hundred ($500) per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.

3.4 Standard of Performance; Performance of Employees. Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them.

Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, including any required business license, and that such licenses and approvals shall be maintained throughout the term of this Contract. As provided for in the indemnification provisions of this Contract, Contractor shall perform, at its own cost and expense and without reimbursement from the City, any work necessary to correct errors or omissions which are caused by Contractor’s failure to comply with the standard of care provided for herein. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety Agenda Item #10.4.

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2024 Construction Contract – Short Form 4
of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptable to the City, shall be promptly removed from the Project by Contractor and shall not be re-employed on the Work.

3.5 Control and Payment of Subordinates; Contractual Relationship. City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers’ compensation insurance.

3.6 City’s Basic Obligation. City agrees to engage and does hereby engage Contractor as an independent contractor to furnish all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by Contractor of the services and obligations required by this Contract, the below-referenced compensation in accordance with compensation provisions set forth in the Contract.

3.7 Compensation and Payment.

3.7.1 Amount of Compensation. As consideration for performance of the Work required herein, City agrees to pay Contractor the Total Contract Price of [***INSERT PRICE***] (“Total Contract Price”) provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written change orders approved and signed in advance by the City.

3.7.2 Payment of Compensation. If the Work is scheduled for completion in thirty (30) or less calendar days, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty (30) calendar days, City will pay Contractor on a monthly basis as provided for herein. On or before the fifth (5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by the City indicating the amount of Work completed since commencement of the Work or since the last progress payment. These applications shall be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the materials listed are stored where indicated.

Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all other expenses involved in order to provide a basis for determining the amount of progress payments.

3.7.3 Prompt Payment. City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California Public Contract Code. However, no progress payments will be made for Work not completed in accordance with this Contract. Contractor shall comply with all applicable laws, rules and regulations relating to the proper payment of its employees, subcontractors, suppliers or others.

3.7.4 Contract Retentions. From each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Agenda Item #10.4.

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2024 Construction Contract – Short Form 5
Contract retention shall be released and paid to Contractor and subcontractors pursuant to California Public Contract Code Section 7107.

3.7.5 Other Retentions. In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of: (1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by the City in performing any of Contractor’s obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contractor; (7) unauthorized deviations from the Contract; (8) failure of Contractor to maintain or submit on a timely basis proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estimates by Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

3.7.6 Substitutions for Contract Retentions. In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the City shall then pay such monies to Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term “satisfactory completion of the contract” shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by the City.

3.7.7 Title to Work. As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract.

Such transferred title shall in each case be good, free and clear from any and all security interests, liens, or other encumbrances. Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or against said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damage to items.

3.7.8 Labor and Material Releases. Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the Work governed by this Contract prior to final payment by City.

Agenda Item #10.4.

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3.7.9 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720 et seq., and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. Since the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract upon request. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at Contractor’s principal place of business and at the project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. Contractor and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

3.7.10 Apprenticeable Crafts. When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

3.7.11 Hours of Work. Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each day that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one-half (1-1/2) times the basic rate for that worker.

3.7.12 Payroll Records. Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 Agenda Item #10.4.

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2024 Construction Contract – Short Form 7
shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

3.7.13 Contractor and Subcontractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Contractor is directed to review, fill out and execute the Public Works Contractor Registration Certification attached hereto as Exhibit “E” prior to contract execution. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

3.7.14 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility.

Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

3.8 Performance of Work; Jobsite Obligations.

3.8.1 Water Quality Management and Compliance.

3.8.1.1 Water Quality Management and Compliance. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); local ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State.

3.8.1.2 Compliance with the Statewide Construction General Permit. Contractor shall comply with all conditions of the most recent iteration of the National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, issued by the California State Water Resources Control Board (“Permit”). It shall be Contractor’s sole responsibility to file a Notice of Intent and procure coverage under the Permit for all construction activity which results in the disturbance of more than one acre of total land area or which is part of a larger common area of development or sale. Prior to initiating work, Contractor shall be solely responsible for preparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) as required by the Permit.

Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, and monitoring and reporting Agenda Item #10.4.

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2024 Construction Contract – Short Form 8
requirements as required by the Permit. The Permit requires the SWPPP to be a “living document” that changes as necessary to meet the conditions and requirements of the job site as it progresses through difference phases of construction and is subject to different weather conditions. It shall be Contractor’s sole responsibility to update the SWPPP as necessary to address conditions at the project site.

3.8.1.3 Other Water Quality Rules Regulations and Policies.

Contractor shall comply with the lawful requirements of any applicable municipality, drainage City, or local agency regarding discharges of storm water to separate storm drain systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

3.8.1.4 Cost of Compliance. Storm, surface, nuisance, or other waters may be encountered at various times during construction of The Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.

3.8.1.5 Liability for Non-Compliance. Failure to comply with the Permit is a violation of federal and state law. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to defend, indemnify and hold harmless the City and its officials, officers, employees, volunteers and agents for any alleged violations. In addition, City may seek damages from Contractor for any delay in completing the Work in accordance with the Contract, if such delay is caused by or related to Contractor’s failure to comply with the Permit.

3.8.1.6 Reservation of Right to Defend. City reserves the right to defend any enforcement action brought against the City for Contractor’s failure to comply with the Permit or any other relevant water quality law, regulation, or policy. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to be bound by, and to reimburse the City for the costs (including the City’s attorney’s fees) associated with, any settlement reached between the City and the relevant enforcement entity.

3.8.1.7 Training. In addition to the standard of performance requirements set forth in paragraph 3.4, Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Work assigned to them without impacting water quality in violation of the laws, regulations and policies described in paragraph 3.8.1. Contractor further warrants that it, its employees and subcontractors will receive adequate training, as determined by City, regarding the requirements of the laws, regulations and policies described in paragraph 3.8.1 as they may relate to the Work provided under this Contract. Upon request, City will provide the Contractor with a list of training programs that meet the requirements of this paragraph.

3.8.2 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed. Safety precautions as applicable shall include, but shall not be limited to, adequate life protection and lifesaving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space Agenda Item #10.4.

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2024 Construction Contract – Short Form 9
procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures.

Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.

3.8.3 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Contract or the Work, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with Work. If Contractor observes that the drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order. If Contractor performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Contract to the same extent as though set forth herein and will be complied with.

Contractor shall defend, indemnify and hold City, its officials, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.8.4 Permits and Licenses. Contractor shall be responsible for securing City permits and licenses necessary to perform the Work described herein, including, but not limited to, any required business license. While Contractor will not be charged a fee for any City permits, Contractor shall pay the City’s business license fee, if any. Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project.

3.8.5 Trenching Work. If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable provisions of the California Labor Code, including Section 6705. To this end, Contractor shall submit for City’s review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

3.8.6 Hazardous Materials and Differing Conditions. As required by California Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.

Agenda Item #10.4.

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3.8.7 Underground Utility Facilities. To the extent required by Section 4215 of the California Government Code, City shall compensate Contractor for the costs of: (1) locating and repairing damage to underground utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated in the construction drawings; and (3) equipment necessarily idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities.

3.8.8 Air Quality.

Contractor shall fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the Bay Area Air Quality Management District (Air District) and/or California Air Resources Board (CARB). Although the Air District and CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by Air District and CARB to include any item of equipment with a fuel-powered engine.

Contractor shall comply, and shall ensure all subcontractors comply, with all applicable requirements of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”).

Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and any subcontractors’ fleet including, without limitation, all Certificates of Reported Compliance, fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City.

Contractor shall indemnify District against any fines or penalties imposed by Air District, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Agreement.

3.8.9 State Recycling Mandates. Contractor shall comply with State Recycling Mandates. Any recyclable materials/debris collected by the contractor that can be feasibly diverted via reuse or recycling must be hauled by the appropriate handler for reuse or recycling.

3.9 Completion of Work. When Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract. City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a reinspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain. Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.

3.10 Claims; Government Code Claim Compliance.

Agenda Item #10.4.

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3.10.1 Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims.

The intent of this Section is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

3.10.2 Claims. For purposes of this Section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with the terms of this Contract has been denied by the City, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the City. A “Claim” does not include any demand for payment for which the Contractor has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents.

Claims governed by this Section may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and Contractor’s request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim.

The Claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing in this Section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra Work, disputed Work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

3.10.3 Supporting Documentation. The Contractor shall submit all claims in the following format:

3.10.3.1 Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made

3.10.3.2 List of documents relating to claim:
(A) Specifications
(B) Drawings
(C) Clarifications (Requests for Information)
(D) Schedules
(E) Other

3.10.3.3 Chronology of events and correspondence

3.10.3.4 Analysis of claim merit

3.10.3.5 Analysis of claim cost
Agenda Item #10.4.

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3.10.3.6 Time impact analysis in CPM format

3.10.3.7 If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.

3.10.3.8 Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with Government Code section 12650 et seq.

3.10.4 City’s Response. Upon receipt of a claim pursuant to this Section, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the public entity issues its written statement.

3.10.4.1 If City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

3.10.4.2 Within 30 days of receipt of a claim, City may request in writing additional documentation supporting the claim or relating to defenses or claims City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor.

3.10.4.3 City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

3.10.5 Meet and Confer. If the Contractor disputes City’s written response, or City fails to respond within the time prescribed, the Contractor may so notify City, in writing, either within 15 days of receipt of City’s response or within 15 days of City’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

3.10.6 Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, City shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with City and the Contractor sharing the associated costs equally. City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.

Agenda Item #10.4.

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3.10.6.1 If the Parties cannot agree upon a mediator, each Party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each Party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

3.10.6.2 For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the Parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

3.10.6.3 Unless otherwise agreed to by City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

3.10.6.4 The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.

3.10.7 Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.

3.10.8 Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this Section:

3.10.8.1 Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures.. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

3.10.8.2 If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code.

The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.

3.10.8.3 In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

Agenda Item #10.4.

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2024 Construction Contract – Short Form 14

3.10.9 Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.

3.10.10 Non-Waiver. City’s failure to respond to a claim from the Contractor within the time periods described in this Section or to otherwise meet the time requirements of this Section shall result in the claim being deemed rejected in its entirety. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.

3.11 Loss and Damage. Except as may otherwise be limited by law, Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City. In the event of damage proximately caused by an Act of God, as defined by Section 7105 of the Public Contract Code, the City may terminate this Contract pursuant to Section

3.17.3; provided, however, that the City needs to provide Contractor with only one (1) day advanced written notice.

3.12 Indemnification.

3.12.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its officials, employees, agents and authorized volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any alleged acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Contractor’s services, the Project or this Contract, including without limitation the payment of all consequential damages, expert witness fees and attorneys’ fees and other related costs and expenses. Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, servants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons.

3.12.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor's own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against City or its officials, employees, Agenda Item #10.4.

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2024 Construction Contract – Short Form 15
agents and authorized volunteers. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by City or its officials, employees, agents and authorized volunteers as part of any such claim, suit, action or other proceeding.

Such reimbursement shall include payment for City's attorney's fees and costs, including expert witness fees. Contractor shall reimburse City and its officials, employees, agents and authorized volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its officials, employees, agents and authorized volunteers.

3.13 Insurance.

3.13.1 Time for Compliance. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

3.13.2 Minimum Requirements. Contractor shall, at its expense, procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage:

3.13.2.1 Minimum Scope of Insurance. Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01) OR Insurance Services Office Owners and Contractors Protective Liability Coverage Form (CG 00 09 11 88) (coverage for operations of designated contractor); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto); and (3) Workers’ Compensation and Employer’s Liability: Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance. Policies shall not contain exclusions contrary to this Contract.

3.13.2.2 Minimum Limits of Insurance. Contractor shall maintain limits no less than: (1) General Liability: $2,000,000 per occurrence and $4,000,000 aggregate for bodily injury, personal injury and property damage; (2) Automobile Liability: $2,000,000 per accident for bodily injury and property damage; and (3) Workers’ Compensation and Employer’s Liability: Workers’ compensation limits as required by the Labor Code of the State of California.

Employer’s Liability limits of $1,000,000 each accident, policy limit bodily injury or disease, and each employee bodily injury or disease. Defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the parties required to be named as additional insureds pursuant to this Contract.

3.13.3 Insurance Endorsements. The insurance policies shall contain the following provisions, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions to the insurance policies:

Agenda Item #10.4.

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2024 Construction Contract – Short Form 16

3.13.3.1 General Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status using ISO endorsements CG20 10 10 01 plus CG20 37 10 01, or endorsements providing the exact same coverage, with respect to the Work or operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it.

3.13.3.2 Automobile Liability. (1) Such policy shall give the City, its officials, employees, agents and authorized volunteers additional insured status with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; (2) all policies shall waive or shall permit Contractor to waive all rights of subrogation which may be obtained by the Contractor or any insurer by virtue of payment of any loss or any coverage provided to any person named as an additional insured pursuant to this Contract, and Contractor agrees to waive all such rights of subrogation; and (3) the insurance coverage shall be primary insurance as respects the City, its officials, employees, agents and authorized volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self-insurance maintained by the City, its officials, employees, agents and authorized volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way.

3.13.3.3 Workers’ Compensation and Employer’s Liability Coverage. The insurer shall agree to waive all rights of subrogation against the City, its officials, employees, agents and authorized volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.

3.13.3.4 All Coverages. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, employees, agents and authorized volunteers.

3.13.4 Separation of Insureds; No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its officials, employees, agents and authorized volunteers.

3.13.5 Deductibles and Self-Insurance Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officials, employees, agents and authorized volunteers; or (2) the Contractor shall procure a bond or other financial guarantee Agenda Item #10.4.

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2024 Construction Contract – Short Form 17
acceptable to the City guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

3.13.6 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A-:VII, licensed to do business in California, and satisfactory to the City. Exception may be made for the State Compensation Insurance Fund when not specifically rated.

3.13.7 Verification of Coverage. Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

3.13.8 Subcontractors. All subcontractors shall meet the requirements of this Section before commencing Work. Contractor shall furnish separate certificates and endorsements for each subcontractor. Subcontractor policies of General Liability insurance shall name the City, its officials, employees, agents and authorized volunteers as additional insureds using form ISO 20 38 04 13 or endorsements providing the exact same coverage. All coverages for subcontractors shall be subject to all of the requirements stated herein except as otherwise agreed to by the City in writing.

3.13.9 Reporting of Claims. Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the Work under this Contract.

3.14 Bond Requirements.

3.14.1 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Payment Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.14.2 Performance Bond. If specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Performance Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.14.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the effected bond within (ten) 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Contract until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the Total Contract Price is increased in accordance with the Contract, Contractor shall, upon request of the City, cause the amount of the bond to be increased accordingly and shall promptly deliver satisfactory evidence of such Agenda Item #10.4.

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2024 Construction Contract – Short Form 18
increase to the City. If Contractor fails to furnish any required bond, the City may terminate the Contract for cause.

3.14.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in California Code of Civil Procedure Section 995.120, shall be accepted. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.15 Warranty. Contractor warrants all Work under the Contract (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Contract or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Work or non-conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work (or work of other contractors) damaged by its defective Work or which becomes damaged in the course of repairing or replacing defective Work. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the Work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

3.16 Employee/Labor Certifications.

3.16.1 Contractor’s Labor Certification. By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit “D” and incorporated herein by reference, shall be executed simultaneously with this Contract.

3.16.2 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for Agenda Item #10.4.

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2024 Construction Contract – Short Form 19
employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

3.16.3 Verification of Employment Eligibility. By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same.

3.17 General Provisions.

3.17.1 City’s Representative. The City hereby designates [***INSERT TITLE***], or his or her designee, to act as its representative for the performance of this Contract (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.17.2 Contractor’s Representative. Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City (“′Contractor’s Representative”).

Following approval by the City, Contractor’s Representative shall have full authority to represent and act on behalf of Contractor for all purposes under this Contract. Contractor’s Representative shall supervise and direct the Work, using his best skill and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor’s Representative shall devote full time to the Project and either he or his designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site.

Arrangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to change its Contractor’s Representative, Contractor shall provide the information specified above and obtain the City’s written approval.

3.17.3 Termination. This Contract may be terminated by City at any time, either with our without cause, by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the fault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate the Contract immediately without notice, may reduce payment to Contractor in the amount necessary to offset City’s resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents, data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract. City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Contractor shall not be entitled to payment for unperformed Work including, without limitation, any overhead and profit on the portion of the Work that is terminated and shall not be entitled to damages or compensation of any kind or nature for termination of Work.

Agenda Item #10.4.

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2024 Construction Contract – Short Form 20

3.17.4 Contract Interpretation. Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City’s Representative, whose decision shall be binding upon Contractor.

3.17.5 Anti-Trust Claims. This provision shall be operative if this Contract is applicable to California Public Contract Code Section 7103.5. In entering into this Contract to supply goods, services or materials, Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tender final payment to Contractor, without further acknowledgment by the Parties.

3.17.6 Notices. All notices hereunder and communications regarding interpretation of the terms of the Contract or changes thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:

CONTRACTOR:
[Contractor Name]
[***INSERT CONTRACTOR ADDRESS***]
Attn: [***INSERT CONTRACTOR REP. NAME AND TITLE***]
CITY:

City of St. Helena
[***INSERT CITY ADDRESS***]
Attn: [***INSERT CITY REP. NAME AND TITLE***]
Any notice so given shall be considered received by the other Party three (3) days after deposit in the U.S. Mail as stated above and addressed to the Party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.17.7 Time of Essence. Time is of the essence in the performance of this Contract.

3.17.8 Assignment Forbidden. Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee.

3.17.9 No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.17.10 Laws and Venue. This Contract shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Contract, the action shall be brought in the Superior Court of California for the County of Napa.

Agenda Item #10.4.

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2024 Construction Contract – Short Form 21

3.17.11 Counterparts. This Contract may be executed in counterparts, each of which shall constitute an original.

3.17.12 Successors. The Parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.

3.17.13 [Reserved]

3.17.14 Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.

3.17.15 Conflict of Interest. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to rescind this Contract without liability. For the term of this Contract, no official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. In addition, Contractor agrees to file, or to cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Work.

3.17.16 Certification of License.

3.17.16.1 Contractor certifies that as of the date of execution of this Contract, Contractor has a current contractor’s license of the classification indicated below under Contractor’s signature.

3.17.16.2 Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

3.17.17 Authority to Enter Contract. Each Party warrants that the individuals who have signed this Contract have the legal power, right and authority to make this Contract and bind each respective Party.

3.17.18 Entire Contract; Modification. This Contract contains the entire agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Contract may only be modified by a writing signed by both Parties.

Agenda Item #10.4.

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2024 Construction Contract – Short Form 22

3.17.19 Non-Waiver. None of the provisions of this Contract shall be considered waived by either party, unless such waiver is specifically specified in writing.

3.17.20 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project or other projects. [SIGNATURES ON NEXT PAGE]
Agenda Item #10.4.

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2024 Construction Contract – Short Form 23

SIGNATURE PAGE FOR CONSTRUCTION CONTRACT
BETWEEN THE CITY OF ST. HELENA
AND [CONTRACTOR NAME]
IN WITNESS WHEREOF, the Parties have entered into this Contract as of the [***INSERT DAY***] day of [***INSERT MONTH***], [***INSERT YEAR***].

City of St. Helena [CONTRACTOR NAME]
By: By:
[INSERT NAME]
[INSERT TITLE] Its:

Printed Name:

Agenda Item #10.4.

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2024 Construction Contract – Short Form 24
EXHIBIT “A”

SERVICES / SCHEDULE
[INSERT SCOPE OF SERVICES]
Agenda Item #10.4.

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- 25 -
EXHIBIT “B”

PLANS AND SPECIFICATIONS
[INSERT ALL PLANS AND SPECS]
Agenda Item #10.4.

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EXHIBIT “C”

SPECIAL CONDITIONS
ARTICLE 1. BONDS
Within ten (10) calendar days from the date the Contractor is notified of award of the Contract, the Contractor shall deliver to the City four identical counterparts of Payment Bond on the form supplied by the City and included as Exhibit “F” to the Contract. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City. The Payment Bond shall be for one hundred percent (100%) of the Total Contract Price.

ARTICLE 2. Reverse Liquidated Damages Due to Unreasonable City Delay.

In compliance with the provisions of California Public Contract Code § 7102, the Contractor will be compensated for damages incurred due to delays in completing the Work due solely to the fault of the City, where such delay is unreasonable under the circumstances and not contemplated by the parties and such delay is not the result of Additional Work. The Contractor and City agree that determining actual damages is impracticable and extremely difficult. As such, the Contractor shall be entitled to the appropriate time extension and to payment of liquidated damages in the sum of $400 per Day of delay in excess of the time specified for the completion of the Work. Such amount shall constitute the only payment allowed and shall necessarily include all overhead (direct or indirect), all profit, all administrative costs, all bond costs, all labor, materials, equipment and rental costs, and any other costs, expenses and fees incurred or sustained as a result of such delay. The Contractor expressly agrees to be limited solely to the liquidated damages for all such delays as defined in this subsection.

Agenda Item #10.4.

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EXHIBIT “D”

CERTIFICATION
LABOR CODE - SECTION 1861
I, the undersigned Contractor, am aware of the provisions of Section 3700, et seq., of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of the Code, and I, the undersigned Contractor, agree to and will comply with such provisions before commencing the performance of the Work on this Contract. [Contractor Name]
By: _________________________
Signature
_________________________
Name (Print)
_________________________
Title (Print)
Agenda Item #10.4.

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EXHIBIT “E”

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.

Contractor hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1
Name of Contractor:

DIR Registration Number:

DIR Registration Expiration:_________________________
Small Project Exemption: _____ Yes or _____ No
Unless Contractor is exempt pursuant to the small project exemption, Contractor further acknowledges:
• Contractor shall maintain a current DIR registration for the duration of the project. • Contractor shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project. • Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Contractor
Signature
Name and Title
Dated
1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.” Agenda Item #10.4.

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EXHIBIT “F”

PAYMENT BOND
Agenda Item #10.4.

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- 30 -

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of St. Helena (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____has awarded to [Contractor Name] hereinafter designated as the “Principal,” a contract for the work described as follows:
_____________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated __________________ (“Contract Documents”), the terms and conditions of which are expressly incorporated by reference; and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified.

This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions Agenda Item #10.4.

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St. Helena City CouncilFebruary 10, 2026

St. Helena City Council
February 10, 2026