Trinidad City Council
May 13, 2025

City Council Meeting Agenda: 05-13-2025 cc Page 1
Posted: Friday, May 09, 2025

NOTICE AND CALL OF A REGULAR MEETING OF THE

TRINIDAD CITY COUNCIL
The Trinidad City Council will hold a regular meeting on TUESDAY, MAY 13, 2025, at 6:00 PM
at the Trinidad Town Hall, 409 Trinity Street, Trinidad, CA.

NO CLOSED SESSION
For your convenience, this meeting will also be held via videoconference, hosted on the Zoom platform. Learn more about Zoom here: https://zoom.us
PUBLIC COMMENT: Public comment may be submitted via email in advance of the meeting, or in an orderly process during the meeting. If you do not have access to email and you would like to provide a written statement, please deliver your comments to 409 Trinity Street, Trinidad CA, by 2:00pm on the meeting day, or email to [email protected] HOW TO PARTICIPATE: You are invited to participate in person at the Trinidad Town Hall, or by Zoom. The City will publish a direct link to the Zoom teleconference, along with the participant code, on the City Calendar page online at http://trinidad.ca.gov/calendar
To phone in, dial 1-888-278-0296, Conference Code: 685171 Meeting ID: 882 4466 7033 Passcode: 038350 PLEASE NOTE that live meeting logistics will be prioritized. Connectivity issues on the part of the City may result in the meeting being delayed or rescheduled but technical challenges experienced by individuals will not interrupt or halt progress of the meeting.

I. CALL TO ORDER
II. PLEDGE OF ALLEGIANCE
III. CLOSED SESSION – No Closed Session scheduled.

IV. RECONVENE TO OPEN SESSION
V. APPROVAL OF AGENDA
VI. APPROVAL OF MINUTES – 04-08-2025 cc
VII. COUNCIL REPORTS/COMMITTEE ASSIGNMENTS.

VIII. PUBLIC SAFETY REPORT (Sheriff and Pacific Coast Security) IX. ITEMS FROM THE FLOOR
At this time, members of the public may comment on items NOT appearing on the agenda. Individual comments will be limited to 3 minutes or less. Please direct your comments to the Council as a whole, maintain decorum and avoid personal attacks on staff, members of the Council and/or other members of the public. Council and staff responses will be minimal for non-agenda items.

X. CONSENT AGENDA All matters on the Consent Agenda are considered routine by the City Council and are enacted in one motion. There is no separate discussion of any of these items. If discussion is requested by any Council member, that item is removed from the Consent Calendar and considered separately. A single opportunity for public comment on the Consent Agenda is available to the public.

1. Financial Statements – March 2025

2. Law Enforcement Report – April 2025.

City Council Meeting Agenda: 05-13-2025 cc Page 2

3. Second Reading of Ordinance 2025-01; Designating the Fire Hazard Severity Zone as recommended by the California Department of Forestry and Fire Protection pursuant to Government Code Section 51178.

4. Resolution 2025-03; Adopting a List of Projects for Fiscal Year 2025/2026 Funded By SB-1, The Road Repair and Accountability Act of 2017.

DISCUSSION/ACTION AGENDA ITEMS

1. Discussion/Presentation regarding FY2025-2026 Budget Preparation.

2. Discussion/Decision regarding Distribution of Tourist Occupancy Tax Funds to Community Organizations.

3. Discussion/Decision regarding approval of the Plans and Bid Documents for the Water System Intertie Project.

4. Staff Activity Report – April 2025
X. FUTURE AGENDA ITEMS
XI. ADJOURNMENT
APPROVAL OF MINUTES FOR:

APRIL 08, 2025 CC2
Supporting Documentation follows with: 5 PAGES
04-08-2025 City Council Meeting Minutes Page 1

MINUTES OF THE REGULAR MEETING OF THE TRINIDAD CITY COUNCIL TUESDAY, APRIL 08, 2025 (LIVE/HYBRID)
I. CALL TO ORDER
Mayor Kelly called the live-hybrid meeting to order at 6:00pm. Council members in attendance: Kelly, Breckenridge, Varela, Kenny. Tuttle was absent. City Staff in attendance: City Manager Joe Tagliaboschi, City Clerk Gabriel Adams, Deputy Clerk Anton Souza, and City Planner Trever Parker. Approximately (4) participants were present by video-conference, and (11) were present live at the beginning of the meeting.

II. PLEDGE OF ALLEGIANCE
III. CLOSED SESSION – No closed session scheduled.

IV. RECONVENE TO OPEN SESSION
V. APPROVAL OF THE AGENDA
Kenny suggested moving item 5 up to second on the agenda.

Motion (Kenny/Breckenridge) to approve the agenda as revised. Passed 4-0.

VI. APPROVAL OF MINUTES – 03-11-2025 cc
Motion (Breckenridge/Kelly) to approve the minutes as submitted. Passed 4-0.

VII. COUNCIL REPORTS/COMMITTEE ASSIGNMENTS
Breckenridge: Nothing to report.

Varela: Nothing to report.

Kenny: HCAOG – new Executive Director was selected, Brendan Berg.

Kelly: Attended March 18 LAFCO meeting. Discussion was focused on mid-year budget review and Humboldt Bay Municipal Water District’s Municipal Service and Sphere of Influence update (MSR), conducted every 5- years. Two meetings were held on that topic. Rates, infrastructure upgrades, and request from Supervisor Madrone asking for data from Trinidad Rancheria Hotel proposal (for water) as it may relate to development impacts in the greater Trinidad area. Staff recommended holding off on studies because the connection decision has not been made yet. I felt additional stakeholders should also be invited to that discussion, including the Rancheria and the City of Trinidad, to be part of that scoping exercise. Board accepted the MSR and SOI with the understanding that the Rancheria’s connection to HBMWD would be brought back to LAFCO before a final decision is made.

VIII.STAFF REPORTS – City Manager & Law Enforcement
City Manager Tagliaboschi highlighted accomplishments summarized in the staff report included in the meeting packet, including; Plans to attend another CSA 4 meeting coming up later this month, confirmation that T3 Water Plant Consultant contract with Coleman/Sanbell Engineering is no longer serving the City. Over $18k was billed for the last 45 days of service. The new T3 consultant serves at a flat rate of $4k. Public Works employee Kyle Shipman passed his T2 exam. Intertie update with WCSD – project should go out to bid in May.

Town Hall improvement project plans are also being developed for window replacement, electric service upgrade, painting, etc. City Emergency Operations Plan from 2014 is being reviewed and support requested to update it. An engineer has been found to help review the Edwards Crosswalk project. Waiting for the professional service agreement to be signed and returned. Pickleball activity demonstration is scheduled for later this month. Council and immediate neighbors will be updated when the match is scheduled.

Jeff Bairey – Trinidad
Special balls can be purchased to lower the sound impacts of pickleball.

HCSO Lt. McCall was unable to attend, but the monthly report is included in the meeting packet. 04-08-2025 City Council Meeting Minutes Page 2
IX. ITEMS FROM THE FLOOR
(Three (3) minute limit per Speaker unless Council approves request for extended time.) Aaron Hakenen – Trinidad
Thanked staff for continuing to use website public notification system. I repeatedly bring up the audio and visual quality of our video-conference meetings. The system used currently was a good first step. I encourage you to watch videos recorded, they do not provide adequate access for participation, to make government accessible. It’s your obligation to the public. There are new systems that work better. I’m going to continue to repeat this ad nauseam until progress is made.

X. CONSENT AGENDA

1. Financial Statements – February 2025

2. Law Enforcement Report – March 2025.

Motion (Kenny/Varela) to approve consent agenda as submitted. Passed 4-0.

XI. DISCUSSION/ACTION AGENDA ITEMS

1. Discussion/Presentation from the Executive Officer of the Humboldt Local Agency Formation Committee (LAFCo) regarding LAFCo’s Role and Functions regarding the Annexation Process.

Mayor Kelly introduced Executive Officer Colette Santsche who presented a comprehensive overview of the purpose and service LAFCo provides. The presentation included slides that touched on the following information:
• Purpose, history, and authority
• Commissioner roles, member agencies, regulatory functions • Planning boundary and types: Sphere of Influence - Conterminous, Expanded, and Contracted. • Applications filed with LAFCo and materials required. • Annexation process, explained, and Out of Agency Services • Planning Functions – Municipal Service Reviews and Sphere of Influence Council questions included:

Kenny: Regarding annexation, does the protest vote include the whole city, or just the area affected? Special Districts seem underrepresented on LAFCo. Santsche explained that the annexation protest vote process only includes the affected area. MCSD and Peninsula CSD are currently represented.

Breckenridge: Residents in the City are not included in the protest vote, only the area proposed to be annexed.

Kelly: With regards to adding water connections in the unincorporated service area, does LAFCo prefer annexation? Santsche noted that the law favors annexation, and when that isn’t immediatly possible and there’s a health and safety issue determined for an affected property that requests water, for instance, the owner and service provider can move forward with LAFCo in anticipation of future annexation. Application fees range from $3,000-7,000 depending on the complexity of the project, with a full-cost recovery policy. This includes public notification, Board of Equalization filings, etc. Approximately $10k for annexation applications.

Public comment included:

Mike Cavanaugh – Mill Creek Lane, City water applicant
We submitted an application for water service over a year ago, and now it seems the process has shifted to annexation. Can my application proceed without annexation? City Planner Trever Parker confirmed that the application can move forward without annexation, but we have to show why it’s not feasible – if it is not. The City is responsible for outreach to the area being considered for annexation, before we limit the application to a single connection request.

Jennifer Pierce – Mill Creek Lane, City water applicant Concerned about covering all costs for additional application services for annexation, when I only applied to obtain water service. I have a fire hydrant 20’ from my house. I understand there is concern for water pressure issues with additional connections, but that has already been studied. 04-08-2025 City Council Meeting Minutes Page 3
City Planner Trever Parker noted that GHD did a study confirming the two connections would not create issues with water pressure, but annexing the remaining parcels in that neighborhood and the impact of providing them with water as well, has not been studied.

Mayor Kelly clarified that this agenda item is to inform us on the annexation process, and that staff is well aware of the Mill Creek Lane water service applications and issues.

Richard Johnson – Trinidad Area resident
Requested a copy of the slide presentation, and noted his understanding that annexation requires contiguous boundaries. Santsche confirmed this is the policy for cities, but special legislation determines under what circumstances non-contiguous territory can be annexed for special districts only.

Aaron Hakenen – Trinidad
Does the entity losing financial benefits have any recourse or say in the annexation, does LAFCo provide financial information on the gain (or loss) to the City as part of the annexation, and cherry-picking annexation based on water service applications is not advised, correct? Santsche explained that all affected agencies will be notified and offered the opportunity for comment. LAFCo will also review general financial considerations during the application process, but not perform a full financial impact analysis. With regard to City annexation, it’s generally all or nothing in terms of providing services (utilities, maintaining roads, providing public safety, etc.).

Council questions, continued:

Kenny: How bad does water have to be before immediate hookup is considered? Santsche explained that County Department of Environmental Health will be asked to certify the need, and identify feasibility of improving an existing situation, etc.

Mayor Kelly thanked Santsche for attending and informing the City.

Presentation only. No decision was made.

2. MOA between the City of Trinidad and Cher-Ae Heights Indian Community of the Trinidad Rancheria granting permission to include City roads on its National Tribal Transportation Facility Inventory (NTTFI).

City Manager Tagliaboschi explained that this is a follow up to last month’s meeting where a discussion occurred but due to an error identified in the proposed inventory, the Rancheria requested it be brought back for final consideration.

The MOA request is to acknowledge the roads system that is shared by The Trinidad Rancheria and the City of Trinidad. Staff recommends a motion to allow the City Manager to sign the document and provide the executed document to the Trinidad Rancheria.

Public comment included:

Andrew Davis – Trinidad
Questions about the map.

Motion (Kenny/Kelly) to approve the MOA between the City of Trinidad and Cher-Ae Heights Indian Community of the Trinidad Rancheria granting permission to include City roads on its National Tribal Transportation Facility Inventory (NTTFI). Passed 4-0.

3. Discussion/Decision regarding Contract with Humboldt County Sheriff to provide Law Enforcement Services to the City of Trinidad.

City Manager Tagliaboschi explained that this is the first amendment to the 5-year agreement that began July 01, 2024. The agreement stipulates that each year the Sheriff will compute the upcoming fiscal year cost and notify the City by May for the services provided.
04-08-2025 City Council Meeting Minutes Page 4
These contracts include Law Enforcement, Animal Control, and Animal Shelter Services. The first amendment to this agreement will result in a $7,352 reduction from the expense budgeted to cover FY24/25 Sheriff services, and a slight increase of $938 for Animal Control Services over the previous contract for an overall savings of $6,414. This agreement provides the same Sheriff’s Office and Animal Control Services support as the previous agreement.

This was funded in full this current fiscal year using COPS grant funding. That revenue stream is expected to continue in FY25/26.

Council thanked HCSO for services and fair cost to provide these services.

Motion (Kenny/Varela) to approve the First Amendment to the Agreement with the Humboldt County Sheriff to Provide Law Enforcement updating the fees for services for FY2026. Passed 4-0.

4. Discussion/Decision to Approve Contracts with Humboldt County Sheriff to Provide Animal Control and Shelter Services to the City of Trinidad.

City Manager Tagliaboschi explained that Animal Control should be called to report nuisance and aggressive animal behavior to enable officials to track complaints.

Breckenridge: Noted the Animal Advisory Committee recommended the public contact City Hall to report these types of complaints, and developed a refrigerator magnet to remind people to do so. Mayor Kelly identified the importance for reporting issues with County Animal Control, but also didn’t notice any harm in contacting City Hall as well.

Public comment included:

Andrew Davis – Trinidad
Animal Advisory Committee discussed reporting nuisance and aggressive dog behavior. Had there been a record in advance of an incident, it may have been handled differently. In section 3 of Animal Control Services, unclear what subsection B means. We can discuss this in a different forum if needed. The County doesn’t have a leash law, so we need to know if they will enforce the City’s leash law or not.

Kenny clarified how that language provides an understanding of how State, County, and Local laws are taken into consideration when a conflict in enforcement or interpretation is identified.

Motion (Kelly/Breckenridge) to approve Animal Control and Animal Shelter Services for the City of Trinidad for Fiscal Years 2025-2029, updating the fees for services for FY2026. Passed 4-0.

5. Discussion/Decision regarding First Reading of Ordinance 2025-01; Designating the Fire Hazard Severity Zone as recommended by the California Department of Forestry and Fire Protection pursuant to Government Code Section 51178.

City Planner Trever parker explained that per Government Code § 51178, the California Department of Forestry and Fire Protection (CAL FIRE) has recently updated Fire Hazard Severity Zone (FHSZ) mapping for both State and Local Responsibility Areas. On Feb. 24, 2025, CAL FIRE released the 2025 Local Responsibility Area (LRA) Fire Hazard Severity Maps. CAL FIRE, in coordination with the Office of the State Fire Marshal, is required to periodically update these maps and severity zones.

The recent updates to FHSZs in California are intended to provide a more accurate assessment of wildfire risks based on modern climate data and fire modeling. The maps are based on the physical conditions of landscapes, including fuel loading, slope, fire weather, and other factors (such as wind) that are major causes of wildfire spread. The maps identify fire hazard, not risk, and are designated in three categories: moderate, high, and very high.

As a local government, Trinidad is required to adopt, by ordinance, the updated FHSZs in our jurisdiction.

California Government Code Section 51179(a) mandates that local agencies "shall designate, by ordinance, moderate, high, and very high fire hazard severity zones in [their] jurisdiction within 120 days of receiving recommendations from the State Fire Marshal.” Per Government Code Section 51179(b) local governments can 04-08-2025 City Council Meeting Minutes Page 5
increase the recommended fire hazard if specific findings are made. However local governments cannot adopt a map version lowering the hazard designation.

It is important for the public to understand that these maps are created by CAL FIRE under the direction of the State Fire Marshal. Local agencies, including the City of Trinidad, do not control the creation of the maps but are required to ensure the community has the opportunity to review the maps and to adopt the recommended designations.

These maps aim to provide valuable information for land use planning, building code enforcement, and wildfire risk mitigation strategies. Additional land use regulations and building standards apply in high and very high hazard zones including the following:
• Homeowners in Very High FHSZ must comply with stringent defensible space and home hardening requirements.
• 100-foot defensible space clearance is mandatory around occupied structures in these zones. • New construction and renovations in designated zones must adhere to Wildland-Urban Interface (WUI) building codes.
• Additional standards for ingress and egress apply, such as wider road widths. • Property sellers must disclose FHSZ designations during real estate transactions.

Trinidad has been designated as being in a “moderate” FHSZ except for Trinidad Head, which has been designated as “very high” due to ember transmission severity. This is surprising, considering that a major factor in the hazard modeling is wind-driven ember transmission, and that very few other areas directly on the north coast have a very high designation. However, because Trinidad Head is designated open space, there will be very little material impact due to the designation.

Public comment included:

Richard Johnson – Trinidad area resident
The entire Trinidad planning area is designated “moderate”, confirmed? Aaron Hakenen – Trinidad
Any obligation to create defensible space around communication facilities on Trinidad Head? No Council comments.

Motion (Kenny/Breckenridge) to waive the full reading and adopt first reading of Ordinance 2025-01 by title only; Designating the Fire Hazard Severity Zone as recommended by the California Department of Forestry and Fire Protection pursuant to Government Code Section 51178. Passed 4-0.

6. Staff Activity Report – March 2025
Council accepted the report. No discussion or decision was made.

FUTURE AGENDA ITEMS
- Trails Update – ALMT opened by Memorial Day?
- Budget
- Annexation next steps
ADJOURNMENT: 7:55pm.

Submitted by: Approved by:
_____________________________ _____________________________ Gabriel Adams Cheryl Kelly
Trinidad City Clerk Mayor
CONSENT AGENDA ITEM 1

SUPPORTING DOCUMENTATION ATTACHED

1. Financial Statements – March 2025

CONSENT AGENDA ITEM 2

SUPPORTING DOCUMENTATION ATTACHED

2. Law Enforcement Report – April 2025.

CONSENT AGENDA ITEM 3

SUPPORTING DOCUMENTATION ATTACHED

3. Second Reading of Ordinance 2025-01; Designating the Fire Hazard Severity Zone as recommended by the California Department of Forestry and Fire Protection pursuant to Government Code Section 51178.

Trinidad FHSZ Ordinance April 8, 2025 CC Meeting

CITY OF TRINIDAD STAFF REPORT
DATE: Tuesday May 13, 2025
TO: Trinidad City Council
FROM: Trever Parker, City Planner
AGENDA ITEM: Trinidad FHSZ Ordinance: First reading of an ordinance adopting/designating Fire Hazard Severity Zones for the City of Trinidad as recommended by the State Fire Marshal and as required by Government Code Section 51179.

STAFF RECOMMENDATION
• Approve SECOND reading of Ordinance 2025-01

BACKGROUND/DISCUSSION
Per Government Code § 51178, the California Department of Forestry and Fire Protection (CAL FIRE) has recently updated Fire Hazard Severity Zone (FHSZ) mapping for both State and Local Responsibility Areas. On Feb. 24, 2025, CAL FIRE released the 2025 Local Responsibility Area (LRA) Fire Hazard Severity Maps. CAL FIRE, in coordination with the Office of the State Fire Marshal, is required to periodically update these maps and severity zones.

The recent updates to FHSZs in California are intended to provide a more accurate assessment of wildfire risks based on modern climate data and fire modeling. The maps are based on the physical conditions of landscapes, including fuel loading, slope, fire weather, and other factors (such as wind) that are major causes of wildfire spread. The maps identify fire hazard, not risk, and are designated in three categories: moderate, high, and very high.

Fire Hazard Severity Zones (FHSZ) are geographical areas identified based on the risk of wildfires, considering factors such as vegetation, climate, and topography. These zones help determine appropriate land-use regulations and fire prevention measures.

Local Responsibility Areas (LRA) refer to regions where local agencies are primarily responsible for fire protection and emergency response, typically including urban and suburban areas.

Fire “hazard” is based on physical conditions that create a likelihood and expected fire behavior over a 30 to 50-year period without considering mitigation measures such as home hardening, recent wildfires, or fuel reduction.

Trinidad FHSZ Ordinance April 8, 2025 CC Meeting
Fire “risk” is the potential damage a fire can do to the area under existing conditions, accounting for any modifications such as fuel reduction projects, defensible space, and ignition resistant building construction.

As a local government, Trinidad is required to adopt, by ordinance, the updated FHSZs in our jurisdiction. California Government Code Section 51179(a) mandates that local agencies "shall designate, by ordinance, moderate, high, and very high fire hazard severity zones in [their] jurisdiction within 120 days of receiving recommendations from the State Fire Marshal.” Per Government Code Section 51179(b) local governments can increase the recommended fire hazard if specific findings are made. However local governments cannot adopt a map version lowering the hazard designation.

It is important for the public to understand that these maps are created by CAL FIRE under the direction of the State Fire Marshal. Local agencies, including the City of Trinidad, do not control the creation of the maps but are required to ensure the community has the opportunity to review the maps and to adopt the recommended designations.

These maps aim to provide valuable information for land use planning, building code enforcement, and wildfire risk mitigation strategies. Additional land use regulations and building standards apply in high and very high hazard zones including the following:
• Homeowners in Very High FHSZ must comply with stringent defensible space and home hardening requirements.
• 100-foot defensible space clearance is mandatory around occupied structures in these zones.
• New construction and renovations in designated zones must adhere to WildlandUrban Interface (WUI) building codes. • Additional standards for ingress and egress apply, such as wider road widths. • Property sellers must disclose FHSZ designations during real estate transactions.

Trinidad has been designated as being in a “moderate” FHSZ except for Trinidad Head, which has been designated as “very high.” This is surprising, considering that a major factor in the hazard modeling is wind-driven ember transmission, and that very few other areas directly on the north coast have a very high designation. However, because Trinidad Head is designated open space, there will be very little material impact due to the designation.

For additional information, see the CAL FIRE website: https://osfm.fire.ca.gov/what-wedo/community-wildfire-preparedness-and-mitigation/fire-hazard-severity-zones

ATTACHMENTS
• Ordinance 2025-01 and Trinidad FHSZ Map
p. 1
City of Trinidad Ordinance 2025-01 April 08, 2025

TRINIDAD CITY HALL CHERYL KELLY, MAYOR
P.O. Box 390 GABRIEL ADAMS, CITY CLERK
409 Trinity Street
Trinidad, CA 95570
(707) 677-0223
ORDINANCE NO. 2025-01

AN ORDINANCE OF THE CITY OF TRINIDAD DESIGNATING FIRE HAZARD SEVERITY ZONES

FOR THE LOCAL RESPONSIBILITY AREA OF THE CITY OF TRINIDAD AS RECOMMENDED BY

THE STATE FIRE MARSHAL
WHEREAS, the California Department of Forestry and Fire Protection and the State Fire Marshal has recommended Fire Hazard Severity Zones for Local Responsibility Area, including the City of Trinidad, pursuant to Government Code Section 51178 on February 24, 2025; and WHEREAS, Government Code Section 51179 requires local agencies to designate, by ordinance, Moderate, High, and Very High Fire Hazard Severity Zones within 120 days of receiving recommendations from the State Fire Marshal; and
WHEREAS, pursuant to Government Code Section 51179(b)(3), a local agency shall not decrease the level of Fire Hazard Severity Zone has identified by the State Fire Marshal for any area within the jurisdiction of the local agency, and may only increase the level of fire hazard severity zone; and WHEREAS, pursuant to Government Code Section 51178.5, the City has published the Trinidad Fire Hazard Severity Zone Map and related information on its website on March 19, 2025; and WHEREAS, designation of the Fire Hazard Severity Zones is exempt from CEQA per Guidelines Section 15307 exempting actions by regulatory agencies for protection of natural resources including establishment of hazardous fire areas pursuant to 14 CCR § 1662.6 and Guidelines Section 15268 exempting ministerial decisions.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF TRINIDAD DOES ORDAIN AS FOLLOWS:

1. The City of Trinidad hereby designates areas identified as Moderate and Very High Fire Hazard Severity Zones by the State Fire Marshal as Moderate and Very High Fire Hazard Severity Zones, respectively.

2. The map approved by the City is hereby incorporated by reference, and entitled “City of Trinidad Fire Hazard Severity Zones”
PASSED AND ADOPTED by the City Council of the City of Trinidad, State of California, on Tuesday, April 08, 2025, by the following vote:

AYES:

NAYS:

ABSENT:

ABSTAIN:

Attest:

Gabriel Adams Cheryl Kelly
Trinidad City Clerk Mayor
First Reading of Ordinance 2025-01: Tuesday, April 08, 2025 Second Reading of Ordinance 2025-01: Tuesday, May 13, 2025 3/31/2025
1 CAL FIRE
Fire Hazard Severity Zones
What are the Zones?
• The maps are required by
Government Code 51178 & 51179
• Identify levels of fire hazard
• • 3 levels (Moderate, High, & Very High)
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones 1 2
3/31/2025
2 How are the Zones determined?
• CAL FIRE used the best available science and data to
develop, and field test a model that served as the basis of zone assignments. The model evaluated the probability of the area burning and potential fire behavior in the area. • Factors: fire history, vegetation, flame length, blowing embers, proximity to wildland, terrain, and weather
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones New Updates
• Updated burn probabilities for wildland areas (inclusive of 2020 fires) • Updated fire environment footprints (urban/developed) • Updated Vegetation density for urban areas
• Inclusion of slope in the urban zoning model
• Localized fire weather used in both wildland and urban models
• New firebrand production and transport model using
discrete local wind vector distributions
Fire Hazard Severity Zones
New Updates
3 4
3/31/2025
3 Wildland vs. Non-wildland Zones
• Zones are areas with relatively
homogeneous slope and vegetation
• Hazard map is produced at 30 m resolution
• Scores are averaged within a zone
• Wildland is scored independently of urban
and agricultural
• Urban zones scored using additional model
steps
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones Wildland FHSZ
• Minimum size of 200 acres
• Burn probability
– Based on fire occurrence from 1991-2020
• Fire intensity
– Vegetation type
– Slope
– Local fire weather – how hot/dry/windy are
the worst conditions at a given location
(based on 2 km data from 2003-2018)
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones 5 6
3/31/2025
4 Urban FHSZ
• Minimum size of 20 acres for isolated islands of vegetation embedded in non-wildland.
• Based on distance to wildland and hazard level of adjacent wildland
• Ember production based on vegetation type and fire weather • Ember transport based on wind speed/direction observed under the most extreme fire weather at a given location • Width of moderate, high and very high bands in urban are based on ember load, urban tree cover and slope
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones What is the map for?
• Building standards for new construction in the
Wildland-Urban Interface (California Building Code
Chapter 7A)
• Property development standards such as road
widths, water supply and signage (Fire Safe
Regulations)
• Defensible Space Requirements (Government
Code 51182)
• Natural hazard real estate disclosure
Fire Hazard Severity Zone Remap Fire Hazard Severity Zones 7 8
3/31/2025
5 Fire Hazard Severity New Updates Zones
What’s Impacted…
Adoption Timeline:
• Map must be published on the City’s website within
30 days of the LRA FHSZ maps being published by
CAL FIRE, by March 26 - DONE
(https://www.trinidad.ca.gov/public-notices/page/firehazard-severity-zones) • Ordinance designating the FHSZs must be adopted by
June 24 (120 days after the LRA maps published by
CAL FIRE).
• Ordinance must be submitted to CAL FIRE within 30
days of adoption.

Fire Hazard Severity Zone Remap Fire Hazard Severity Zones 9 10
3/31/2025
6 Questions?
osfm.fire.ca.gov/fhsz
11 CONSENT AGENDA ITEM 4

SUPPORTING DOCUMENTATION ATTACHED

4. Resolution 2025-03; Adopting a List of Projects for Fiscal Year 2025/2026 Funded By SB-1, The Road Repair and Accountability Act of 2017.

CITY OF TRINIDAD STAFF REPORT
ITEM: Adopt Resolution No. 2025-03, Adopting a List of Projects for Fiscal Year 2025/2026 Funded by SB 1: The Road Repair and Accountability Act of 2017.

DATE: May 7, 2025
TO: Mayor and City Council
FROM: Josh Wolf, City Engineer

STAFF RECOMMENDATION

1. Council adopt Resolution No. 2025-03, a resolution of the City Council of the City of Trinidad incorporating a list of projects for fiscal year 2025/2026 to be funded by SB 1: The Road Repair and Accountability Act.

2. Authorize staff to proceed with implementation of the projects.

DISCUSSION/BACKGROUND
The City is required to adopt a resolution designating projects during fiscal year 2025/2026 which will be funded by SB 1: The Road Repair and Accountability Act.

The City of Trinidad will receive an estimated $8,055.00 in Road Maintenance and Rehabilitation Account (RMRA) funding in Fiscal Year 2025-26 from SB 1. City Public Works staff worked with the City Engineer to identify roadway rehabilitation projects to be completed, which can be funded in part by the City’s RMRA share. The fiscal year 2025/2026 list of projects planned to be funded in part with RMRA SB 1 revenues is as follows:

Name Locations Description Estimated
Useful Life
Anticipated
Project
Schedule
Scenic Drive Culvert
Rehabilitation
Scenic Drive Culvert replacement 20 Years July 2024-June 2025
2025/2026 Trinidad
Pavement
Rehabilitation Project
Main Street, Patrick’s
Point Drive,
Westhaven Drive,
Scenic Drive
Replace asphalt
concrete surfacing,
pavement markings
and striping
10 Years July 2024-June
2025

ENVIRONMENTAL REVIEW
Not applicable.

FISCAL IMPACT
Adoption of the Resolution will allow for RMRA funding to be used for roadway rehabilitation within the City of Trinidad for fiscal year 2025/2026.

ATTACHMENTS

1. FY 25.26 SB 1 Project List Resolution (DOCX)
Trinidad City Hall Cheryl Kelly, Mayor
P.O. Box 390 Gabriel Adams, City Clerk
409 Trinity Street
Trinidad, CA 95570
707-677-0223
RESOLUTION 2025-03
RESOLUTION ADOPTING A LIST OF PROJECTS FOR FISCAL YEAR 2025-26 FUNDED BY SB 1: THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017
WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and
WHEREAS, the City of Trinidad must adopt by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB 1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and WHEREAS, the City, will receive an estimated $8,055.00 in RMRA funding in Fiscal Year 2025-26 from SB 1; and
WHEREAS, this is the sixth year in which the City is receiving SB 1 funding and will enable the City to continue essential road maintenance and rehabilitation projects, safety improvements, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB 1; and WHEREAS, the City Public Works staff and the City Engineer have reviewed and concur with the proposed SB 1 project list; and
WHEREAS, the City used a Pavement Management System to develop the SB 1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the communities priorities for transportation investment; and
WHEREAS, the funding from SB 1 will help the City maintain and rehabilitate streets/roads throughout the City this year; and
WHEREAS, the 2023 California Statewide Local Streets and Roads Needs Assessment found that the City streets and roads are in an “at-risk” condition and this revenue will help us increase the overall quality of our road system and over the next decade will bring our streets and roads into a “good” condition; and WHEREAS, the SB 1 project list and overall investment in our local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices, will have significant positive co-benefits statewide.

NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED AND FOUND by the Trinidad City Council, State of California, as follows:

1. The foregoing recitals are true and correct.

2. The following list of newly proposed projects will be funded in-part or solely with Fiscal Year 2025-26 Road Maintenance and Rehabilitation Account revenues:

Project Title Locations Description Estimated
Useful Life
Anticipated
Project
Schedule
Scenic Drive Culvert
Rehabilitation
Scenic Drive Culvert replacement 20 Years July 2024-
June 2025
2025/2026 Trinidad
Pavement
Rehabilitation Project
Main Street, Patrick’s
Point Drive, Westhaven
Drive, Scenic Drive
Replace asphalt
concrete surfacing,
pavement markings
and striping
10 Years July 2024-
June 2025
PASSED AND ADOPTED by the Trinidad City Council, State of California this 13th day of May, 2025, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST:
___________________________ ________________________________________ Gabriel Adams Cheryl Kelly
Trinidad City Clerk Mayor
DISCUSSION AGENDA ITEM 1

SUPPORTING DOCUMENTATION ATTACHED

1. Discussion/Presentation regarding FY2025-2026 Budget Preparation.

CITY OF TRINIDAD STAFF REPORT
DATE: Tuesday, May 13, 2025
TO: Mayor and City Council
FROM: Joe Tagliaboschi, City Manager
STAFF RECOMMENDATION:

Accept staff report and discuss and provide recommendations and feedback to staff for FY205/26 Budget

DISCUSSION/BACKGROUND
On March 11 Staff conducted a mid-year review. The mid-year review is a process to review budget assumptions and to adjust the budget if needed to capture unforeseen circumstances or needs in the organization. The second part of the discussion peeled back a layer and focused on the current year priorities, identified achievements, and discussed the overall health of the General Fund and Special Revenue Funds.

The takeaway from the March 11 meeting was positive as forecast revenues were a bit ahead of estimates. The Water Enterprise Fund and recently adopted rates are still in the initial stages of analysis and with recent changes in the CPO and costs associated with that change the trend is cautiously positive.

This meeting will provide detailed information on the General Fund and reserves and how they are assigned, committed, or unrestricted, Special Revenue Funds, and our Water Enterprise Fund.

There will be a discussion of our current proposed staffing plan and the financial statements for FYE June 30, 2024, and through March 30, 2025. The statements were reconciled by Cunningham, Malone and Morton Bookkeeping Service, and our Auditor Brett Jones at JJCPA who conducts Audits for the City.

The Council also agreed on a list of goals and objectives at the January 07, 2025 Council meeting as a roadmap for the future These items included:
• Invest in maintenance and upkeep of Town Hall, and recreation assets such as trails and parks. • Continue to plan for utility undergrounding.
• Prioritize strategies to stabilize water funds and staff. Including in house T3/CPO. • Prioritize developing a classification and compensation plan, and updating the Employee Policy and Procedure Manual, which aligns staff responsibilities and wages with the needs of the City, encourage retention, and rewards advancement.

Along with maintaining and enhancing the current service levels provided to the city, the current draft of the FY25/26 Budget aims to provide a continued focus on transitional stability for the Water Department. It is important to recognize that while adopting rates and transferring $300,000 from the General Fund to the Water Enterprise Fund was important and needed, it will take time for the fund to recover. While the recent change to a new interim CPO certainly helps better manage costs, staff are still working to have an in-house CPO to perform that work. Along with trained and credential staff that can operate the plant in all conditions, with appropriate backups in case of absences or open positions.

The proposed budget includes an accurate assessment of what is to come this year, projecting conservative spending in a healthy manner. For perspective, it is important to understand that the General Fund Reserve has been building over the last 5-years due to a combination of robust economic activity affecting the 95570 area (through tourism, increasing property values, and a resilient tax base). This past FY24/25 continues with that trend.

Staff feel the proposed budget accurately reflects the desires of the community, based on priorities set by the Council. The draft includes revenue and expenditure budget worksheets for each of the fund categories.

General Fund: Administrative, Public Works, Police, & Fire Restricted Funds: Water & Cemetery
Special Revenues: Gas Tax, Transportation (TDA), & COPS The recap of Fiscal Year ending June 30, 2024, along with projections for Fiscal Year ending June 30, 2025, are presented in summary formats for comparative purposes.

FUND DESCRIPTION & FORECASTS
GENERAL FUND: The City’s conservative approach to spending, coupled with steady revenues from the baseline economy and significant contributions from visitors, have helped build the City’s reserves over time. Four primary expense funds (Administration, Police, Fire, and Public Works) are supported by discretionary revenue received through taxes and fees for service.

Revenues: Sales and Occupancy taxes are volatile revenue sources. They are strong when the economy is healthy, but easily disrupted by natural disasters such as wildfires, droughts, pandemics, or human-triggered disasters such as housing or market crashes. It is common for cities that are primarily funded by fragile revenue streams to maintain healthy reserves. Since 2005 Trinidad Councilmembers have prioritized fiscal stability and responsibility, and the $2.4 million General Fund reserve fund balance exemplifies that commitment.

Revenue sources are proportioned as follows:

Revenue priorities for FY2025/26 include:
• Continued support and analysis of Sales Tax revenue.
• Update Master Fee Schedule.
• Update Cemetery Plot rates.
• Monitor reserves and cash-flow needs in a manner that maximizes interest earning potential.

Reserves: The reserves provide short-term insurance to shield the City from sudden changes, to use as matching funds to leverage larger grant funding, provide cash-flow support during large-scale grant construction phases, and to stabilize the budget in an emergency. Here’s how the city could use the reserves this year. • Town Hall Improvements- windows, front porch flooring and exterior painting • Maintain public buildings and important city assets such as trails and recreation infrastructure. • Adjust salaries as needed to account for the results of the compensation study. • Cover increasing costs due to State of Federal mandates and regulations. • Utilize for cash-flow needs during peak grant project outflow demand periods.

FY2025 Revenue Projection: $967,7234 (5%)
Operating Expenses: $960,710 (<1%)
Difference: $7,013

EXPENSES
Administration (201): The budget for this category includes a sizeable portion of in-house and consultant staff that help run the City, and their expenses are based on educated assumptions as to what issues the City may face in the upcoming year.

Expenses and priorities for the Administration fund include:
• Staff wages & benefits for 2.67 (2.97) FTE employees with a 3% COLA determined by the City Manager. • City Attorney, Planner, Building Inspector, Accountant, Auditor, and Tech Support. • Utility costs for public buildings; Town Hall, Annex, and Library. • Office Supplies, Equipment, and Technology improvements to enhance audio quality of meetings. • Website, Municipal Code, and Recordkeeping Expenses.
• Community Group support from T.O.T. Allocation.

Public Safety (301 & COPS):

Due to an adjustment made by the Humboldt County Sheriff’s Office (HCSO), the contract cost for FY2025/26 has been reduced to $60,148 ($67,500), which is a significant decrease from the prior years. Animal Control Services as a slight increase to $7204 ($6,266).

Pacific Security has increased to $67,392 ($56,160) this is due to a request to cover the hours that they are working.

They were contracted for 20 hours a week, but changes in the company make it difficult to provide staff for that schedule. The proposed staffing plan would increase the weekly hours to 24 hours. The alternative would be to reduce it to 16 hours at a cost of $44,928.

In either case COPS grant funding will cover FY25/26 Police, Animal Control, and Private Security expenses $134,744 ($129,926) for the City of Trinidad in FY2025. A 5% increase over FY24/25 Fire (401):

Thanks to the goodwill and dedication of life-long community resident Shawn Worth, and our Assistant Chief Dick Kieselhorst the department remains staffed and committed to providing Trinidad with emergency volunteer fire and first responder coverage. There is still a need for volunteers with an open invitation for applicants! The CERT program maintains the same budget this year with $3,500 proposed for program training and expenses, tracked through the Fire Department budget.

It is important to note that the City’s investments in public safety benefit the community. The CERT program, for example, has initiated enhancements to assist our first responders in the event of an emergency and help provide emergency personnel communications during an emergency via HAM Radio and other comms systems. The City Council is committed to doing everything it can to enrich emergency preparedness programs that benefit the entire community.

Public Works (501):

The Public Works Fund has been the recipient of significant offsets in employee labor costs over the past two years.

Otherwise known as “grant payroll allocations” these offsets are a result of grants that have eligible amounts programmed in to cover staff time involved in executing the projects. In FY2025/26 there is an estimated $7,430 to supplement Public Works staff time, down from an estimated $28,000 in FY24/25. With a growing list of non-grants funded Public Works projects slated for FY2025/26, the result is a higher wage burden on the General Fund.

Expenses and priorities for the Public Works fund include. • Staff wages & benefits for 2.48 (2.86) FTE employees with a 3% COLA determined by the City Manager. • Annual Stormwater Discharge Permit to the State Water Resources Control Board. • City Engineer expertise in public works projects, technical advisory committees, regional transportation, and funding allocations by State and Local agencies.
• Right-of-Way and ongoing trail maintenance.
• Vehicle fuel and maintenance.
• Public building and facility maintenance.

SPECIAL REVENUE – WATER FUND
After two years of increasing and unknown costs to operate the Trinidad Water Treatment Plant, the Council adopted a new rate plan that helped add additional much needed revenue to this enterprise fund. In addition, Council voted to give a one-time transfer of $300,000 to help stabilize the fund.

In March, a new interim Chief Plant Officer (CPO) was brought on board at a fixed monthly cost that is much more water enterprise fund budget friendly. Another piece of good news is staff applied for a Measure Z grant from Humboldt County and was awarded $40,000. These four actions have helped the fund slowly begin to recover some of the overly depleted fund balances.

This means that for now the adopted rate plan and the funds that are collected from that plan will be needed to continue to stabilize and grow the fund balances.

A simple method to understand budgets is general is to separate expenses into two categories, hard and soft costs, and evaluate the trends in each category.

Hard costs include general operating expenses such as energy costs to run the plant, in-house licensed personnel, treatment technology, filters, hardware, vehicle and machinery, treatment processes, etc.

Soft costs include technical and engineering staff time required to evaluate demand from a growing community, future planning, drought and watershed resiliency consulting, and interim costs to transition back to in-house staff Plant operation.

At year-end June 30, 2024, the water system depleted its reserve and relied on an injection of capital from the General Fund to operate until new rates were established in October 2024 $1.1 million in capital improvement reserves has been used to cover operating expenses over the last four years.

This was due to three (3) factors, not adopting new rates in a timely manner, losing an in-house CPO, and needing a consultant to function as our CPO for the Water Treatment Plant. A more affordable interim CPO and growing inhouse talent to run the plant along with the newly adopted rates should help the water fund slowly build reserves to cover future plant capital costs.

The cost of operating a small water system, maintaining its efficiency, in a very desirable area to live, functioning to provide a vital resource to a community that has emphasized a desire to live “within its means” (or local watershed), will prove to be a challenge for the rate payers. The water system relies on rates that were adopted and adjusted to reflect the current cost of running and maintaining the water treatment and distribution system.

Water Fund expenses and priorities for FY25/26 include:
• Budget adjustments, and modified staffing plan developed to better align with the 5-year rate study. • Staff wages & benefits for 2.75 (3.01) FTE total employees with a 3% COLA determined by the City Manager. • Focus on projects and grants vital to delivering quality drinking water to customers until the water enterprise fund is Stabilized.
• Continue to develop, incentivize, and train an in-house T3 Chief Water Plant Operator and T2 operator. • Consider delaying the $100,000 General Fund loan until the full impact of the new rate is allowed to develop and results are analyzed.

STAFFING PLAN AND WAGES:

The FY2025/26 identifies 8.25 FTE employees in the following categories:

Contract City Manager: .75 FTE

Permanent Employees:

City Clerk/Asst City Manager 1.0 FTE Admin
Grant Administrator Asst: 1.0 FTE Admin
Deputy Clerk: 1.0 FTE Admin
Assistant to the City Manager 1.0 FTE Admin
PW Supervisor: .80 FTE Public Works
PW Maintenance II .50 FTE Public Works
PW Maint IV .50 FTE Public Works
Water Operator (T2) .20 FTE Water
Water Operator (T2 OIT) .50 FTE Water
Water Operator (T2 OIT) .50 FTE Water
Water Utility Operator (T3 OIT) .50 FTE Water
As per directions from the City Manager, a 3% COLA adjustment has been factored into the FY2025/26 budget for all Permanent Full and Part-time positions. The City Manager is not included in this adjustment.

The following position could be considered for wage adjustments due to a shift in responsibilities and or a wage restructuring:

City Clerk/Assistant City Manager – The proposed adjustment is included in the budget as presented.

FY2025/26 Staffing priorities include:
• Continue to develop and implement a strategy to develop and train an in-house T3 Chief Water Plant Operator. • Conduct annual evaluations and maintain accurate personnel files and training requirements. • Implement the Classification and Compensation Study that is currently in process. This could include adoption oof classifications and wage adjustments.

FY25/26 BUDGET GOALS & SUMMARY

1. Utilize reserves established from prior fiscal years, if needed, to support staff retention.

2. Evaluate and update Master fee schedule to allow for better costs recovery.

3. Maintain current law enforcement coverage.

4. Continue to build city staff Water Plant Operations and water distribution system operations programs and processes.

5. Maintain and invest in public buildings, parks, and property.

6. Support community groups that enrich the community for locals and visitors.

7. Continue promoting and participating in an inclusive dialog with Tribal Governments.

8. Continue grant programs that will help the city approve the General Plan and Local Coastal Plan and ordinances update.

The proposed FY25/26 Budget recognizes a balanced operating fund budget, but also identifies projects such as Town Hall improvements that will require spending from the reserve fund. When staff has developed the project scope and costs there will be an agenda item for that discussion and Council approval.

Proposed action:

Receive questions from Council, revise budget line items as necessary, and bring back the approved changes for the June 09, 2025 meeting.

The June 09 Meeting will include a Resolution to adopt the FY2026 Budget.

FY2025-26 General Fund Summary - Operating Revenue vs. Expenses REVENUE Budget Actual
General Fund Revenue Projection: $ 913,975 $ - *CIRA grants available as needed Cemetery Plot Purchases $ 30,000 $ -
Humboldt Sanitation Franchise Fees $ 12,500 $ -
TDA Transfer-In for TPW Labor $ 11,248 $ - *Reserve funds available as needed Total Revenue $ 967,723 $ -

EXPENSES
General Fund Admin $ 599,685 $ -
Public Works $ 271,212 $ -
Fire $ 26,850 $ - *Transition fund place-holder included Police $ 25,667 $ - *Private security option included
Cemetery $ 24,797 $ -
Waste Management $ 12,500 $ -
Total Expenses $ 960,710 $ -
Balance $ 7,013 $ - *Reserve funds dedicated to cover this Highlights:

General Fund Funds a significant portion of the following positions:

City Manager, City Clerk, Project Manager, Asst. Clerk & Consultants.

Provides staffing to meet increased regulations and higher government mandates.

Legal support to address ongoing litigation and consulting challenges.

General service level increases with full-time staff.

Continued support of Library, Museum, Land Trust
Continued progress on the General Plan Update
Continued commitment to optimize fees for services to sustain.

Includes 3% pay increase determined by the City Manager.

Public Safety Contract renewal with HCSO for full-time 24/7 coverage Budget includes 1248 hours of funding for private security Emphasis on enforcement of current laws and increased public safety challenges.

Public Safety paid entirely with COPS Funding (HCSO Coverage/Animal Control/PCS) CERT $3,500 included for program expenses.

Public Works Includes (1) FT Public Works Supervisor, and (2) maintenance workers Provides support to STIP and other grant funded construction projects underway Provides for City Engineer to oversee regional funding sources. $10,000 set aside for Trail Maintenance projects per Trails Comm.

Pays for ongoing, routine trail maintenance and supplies.

Pays for street lighting, routine building maintenance, and energy costs.

Reserve funds committed for larger-scale Town Hall improvements.

Staff reduction from 2.0 FTE to 1.8 FTE
Water Fund New T3 Consultant Contract with fixed cost of $4,000/month.

Revenue includes new rates adopted October 2024, and will be monitored closely.

Includes (1) Chief Operator, (3) Shift Operators/OIT's. 1.5 FTE.

Luffenholtz Creek Flow monitoring and reporting
$25,000 allocated for priority valve replacements and/or distribution line breaks Overall operating expense reduction of $60k.

Measure Z $40k award for water plant equipment replacement Streets/Roads Special Revenue Funds (Gas Tax, TDA, RMRA) used as needed.

No special projects budgeted at this time, but funds are available.

TDA Funds in reserve can be transferred to General Fund to offset TPW labor.

Reserve Funding Town Hall Exterior Wash and Trim Paint, and deck repair.

Town Hall Window Replacement Project - reserve funded.

Grant Projects
Fund Grant Award Grant
215 $ 200,000 LCP Update Grant 3 Coastal Commission
216 $ 20,000 CalRecycle SB1383 Assistance Grant 1
218 $ 75,000 CalRecycle SB1383 Assistance Grant 2
532 $ 799,600 HSIP Street Improvements
533 $ 177,000 OGALS Per Capita
534 $ 272,000 STIP Trinity Road Rehab
535 $ 800,000 STIP Patricks Point & Scenic Drive
606 $ 5,079,090 SCDRP Tank & Pipeline
607 $ 2,000,000 MBDRP Intertie (with Westhaven CSD)
Rate Adjustments/Optimization 2% Transient Occupancy Tax Increase (from 10% to 12%) Water Rate Anaylsis
Building Permit Fee Schedule Update (in-progress, June 2025) Cemetery Plots; Rate Analysis/Adjustment (in-progress, July 2025) ...to help fund and secure future northern expansion.

Planning Admin Fee; 5-10% for in-house Staff time cost recovery Bench Policy Implementation; (30) benches at $1k each
Big Picture / Future Planning
Water Source Alternatives
Annexation Discussion
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget
201 REVENUES Notes
41010 Property Taxes - Secured $ 126,000 $ 66,320 $ 126,000 Assume 65% first installment 41020 Property Tax - Unsecured $ 5,735 $ 4,233 $ 5,375
41040 Property Tax - Prior Unsecured $ 50 $ - $ 50
41050 Proerty Tax - Current suppl $ 1,300 $ 595 $ 1,300 41060 Property Tax - prior Supplemental $ 350 $ 287 $ 350 41070 Property Tax - Fines $ 50 $ - $ 50
41071 Motor Vehicles Fines $ - $ - $ -
Interest Revenue $ 300 $ - $ 500
41110 Property Tax Exemption $ 1,000 $ 578 $ 1,000
41130 Public Safety 1/2% sales tax $ 1,200 $ 666 $ 1,200 41140 Documentary Real Property Tax $ 4,500 $ 784 $ 4,500 Recorder Fees 41190 Property Tax Administration $ (3,200) $ (1,744) $ (3,200) 41200 LAFCO $ (1,200) $ - $ (1,200)
41220 In Lieu VLF $ 21,500 $ 21,161 $ 21,500
42000 Sales Taxes $ 350,000 $ 279,794 $ 385,000 10% increase forecasted as per CM. 43000 Transient Occupancy Tax $ 215,000 $ 145,866 $ 225,000 Based on 12% tax rate. 46000 Grant Income $ 10,000 $ 23,387 $ 10,000 CIRA risk reduction funding available 46100 Measure Z Grant Income $ 40,000 $ - $ - 40K measure Z awarded for Water Dept. 47310 Vehicle License Fee Collection $ 300 $ 485 $ 300
53010 Copy Machine Fees $ 50 $ - $ 50
53020 Interest Received $ 35,000 $ 39,953 $ 35,000 Interest allocated to funds based on balances 53090 Other Miscellaneous Income $ 9,000 $ 4,103 $ 9,000 $5k Misc, $4k Parsac Dividend Disbursement 54020 Planner Application Processing $ 20,000 $ 20,322 $ 20,000 8 projects (avg. $2,500 permit) 54050 Building Inspector App. Processing $ 20,000 $ 10,772 $ 20,000 Applicant generated building permits 54100 Animal License $ 300 $ 735 $ 500
54150 Business License $ 8,000 $ 6,421 $ 8,000
54170 STR Licenses $ 9,600 $ 9,000 $ 9,600 STR Licences (32 x $300) 54300 Encroachment Permits $ 400 $ - $ 400
56150 Franchise Fees $ - $ - $ - See IWM Fund for HumSan Franchise Fee 56400 Rental Income - Verizon $ - $ 13,500 $ - Cell site decommissioned in 2022. 56500 Rental Income - Harbor $ 5,125 $ - $ 5,700 See Reactivated 2.09 Harbor Fund 56550 Rental Income - PG&E $ 13,500 $ 12,766 $ 15,000 Annual payment 56650 Rental Income - Optimum $ 7,000 $ 3,755 $ 7,000 Quarterly payments 56700 Rental Income - Town Hall $ 6,000 $ 5,080 $ 6,000 59999 Interdepartmental Transfer $ - $ - $ -
TOTAL REVENUES $ 906,860 $ 668,819 $ 913,975
Projected
Flagged
Current & Uncertain

CITY OF TRINIDAD
FY 2025-26 BUDGET
General Fund Revenue
DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget
201 EXPENDITURES
linked
60000 Interdepartmental Transfers $ - $ - $ - 300 K Xfer to water fund 60900 Honorariums $ 3,000.00 $ 1,950 $ 3,000 Councilmember Stipend; $50 x 5 x 12 61000 Employee Wages $ 194,317.00 $ 124,605 $ 197,053 see apportionment worksheet 61470 Fringe Benefits $ 3,120.00 $ 6,489 $ 3,744 CM housing allowance/Employee Medical in-lieu payment 65100 Deferred Retirement $ 21,416.00 $ 13,226 $ 20,370 City Contribution to Employee 457 Deferred Comp Plan 65200 Medical Insurance & Expense $ 27,942.00 $ 13,263 $ 35,070 see Payroll Apportionment worksheet 65250 Health Insurance Deductible Benefit $ 539.00 $ 715 $ 1,099 RHS Prepaid Card ($500 per employee/year + program admin fees) 65300 Worker's Compensation $ 5,830.00 $ 11,198 $ 6,503 Based on prior year wages, see payroll allocation, distributed by fund 65500 Employee Mileage Reimbursement $ 1,400.00 $ 684 $ 1,400 Use of personal vehicles for City related errands 65600 Payroll Tax $ 16,504.00 $ 11,022 $ 16,633
65800 Grant Payroll Allocation $ (38,000.00) $ (18,561) $ (42,333) As per Grant Director - See note 68090 Crime, Cyber, & Pollution Insurance $ 1,256.00 $ 2,699 $ 1,381 65% 201, 35% 601 68200 General Liability Insurance $ 29,650.00 $ 32,971 $ 32,615 65% 201, 35% 601 68300 Property & Casualty Insurance $ 9,570.00 $ 8,272 $ 11,000 65% 201, 35% 601 71110 Attorney - Administrative Tasks $ 40,000.00 $ 34,917 $ 40,000 Mitchell Law Firm 71130 Attorney - Litigation $ 20,000.00 $ 12,020 $ 20,000 Supplemental legal services for HR consulting or conflict-related recusals 71210 City Engineer - Administration $ - $ - $ - See Public Works 501 / Water 601 71310 City Planner - Administration $ 90,000.00 $ 68,671 $ 90,000 See Planning Expense Detail; GPU, City Generated, Applications City Planner - Enforcement $ - $ - $ - Related expenses will be tracked here for reference. 71410 Building Inspector -Admin Tasks $ 25,000.00 $ 14,529 $ 25,000 Building Permit Processing, majority offset by application fees 71430 Building Inspector - Enforcement $ - $ - $ - Related expenses will be tracked here for reference. 71510 Accountant - Admin Tasks $ 18,000.00 $ 12,341 $ 20,000 65% 201, 35% 601 71620 Auditor - Financial Reports $ 22,750.00 $ 15,910 $ 24,000 65% 201, 35% 601, + SCO Street Report 72000 TOT Allocation $ 21,600.00 $ - $ 22,500 Council discretion - as per Chamber, Museum, Library agreement 74110 Grant Expense $ 3,800.00 $ 75 $ - GrantVantage License Fee 75110 Tech Support $ 9,000.00 $ 8,694 $ 9,500 Webmaster (Civic Plus annual fee), Sound Guy, IT Support, Email Host, $500 TBWC website hosting & support 75160 Library & Local Contributions $ 2,000.00 $ 500 $ 2,000 Land Trust Lease $500, Library Staffing Support $1500 75170 Rent $ 9,000.00 $ 6,750 $ 9,000 50% of lease on 463 Trinity, split with 301 Police, $1500/month. 75180 Utilities $ 15,000.00 $ 9,372 $ 15,000 Power, Water, Gas; Town Hall, Library, CM Office 75190 Dues & Memberships $ 1,500.00 $ 942 $ 1,500 League of CA, Conference fees as per CM agreement 75200 Municipal Expense $ 3,500.00 $ 2,623 $ 3,500 Muni Code Updates, Code Hosting, Legal Notices 75220 Office Supplies & Expense $ 5,000.00 $ 9,312 $ 5,000 % Shared with 601 75240 Bank Charges $ 100.00 $ - $ 100 NSF Checks - Recoverable fee 75280 Training/Education $ 200.00 $ - $ 200
75300 Contracted Services $ 500.00 $ 1,888 $ 10,500 Deckhard Technologies - STR Analysis Software; $10k Price-Hall Grant/compliance 75990 Miscellaneous Expense $500 $ 1,349 $ 500 Mck Press Subscribe $70/2-yr 76110 Telephone & Communications $6,750 $ 5,203 $ 6,750 AT&T Land Lines Town Hall, Verizon Cell Bill 76130 Cable and Internet Services $3,000 $ 2,391 $ 3,000 Suddenlink ($200/mo.) 76150 Travel $3,000 $ - $ 3,000 CM Travel To League of CA conference & CM Conference per contract 78170 Security System $500 $ 247 $ 600 Advanced Security Monitoring - Town Hall, CM Office 78190 Materials, Supplies & Equipment $500 $ 2,386 $ 500 Town Hall supplies - Linens, Towels, Cleaning Supplies, TOTAL EXPENSES $ 577,744.00 $ 418,653 $ 599,685

CITY OF TRINIDAD
FY 2024-2025 BUDGET
General Fund 201- Adminstration
DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget
301 EXPENDITURES
61000 Employee Wages $ 11,146 $ 8,882 $ 10,500 Per payroll apportionment 61470 Fringe Benefits $ 600 $ 727 $ 720 CM housing allowance 65100 Deferred Retirement $ 1,337 $ 1,141 $ 630
65200 Medical Insurance & Expense $ 319 $ - $ 19
65250 Health Insurance Deductible Benefit $ - $ - $ -
65300 Worker's Comp Insurance $ 334 $ 241 $ 347
65600 Payroll Tax $ 955 $ 815 $ 851
75170 Rent $ 9,000 $ 7,500 $ 9,000 50% of lease on 463 Trinity ($1,500/mo) 75180 Utilities $ 3,000 $ 2,949 $ 3,000 Water, Propane (heat) 75220 Office Supplies & Expense $ - $ - $ - See 201 75220 75300 Contracted Services $ 129,296 $ 73,440 $ - Half time private security plus cost over COPS. 75350 Animal Control $ 6,800 $ 1,661 $ - To be paid with COPS 76110 Telephone & Communications $ - $ - $ - Communications covered by General Fund Admin 76130 Cable & Internet $ - $ 1,063 $ - Included in 201
78170 Security System $ 600 $ 318 $ 600 Advanced Security Quarterly Monitoring 85000 Capital Outlay $ - $ - $ -
TOTAL EXPENSES $ 163,387 $ 98,737 $ 25,667
Notes COPS grant covering all public safety services in 2025-2026.

DRAFT - MAY 13, 2024

CITY OF TRINIDAD
FY 2025-26BUDGET
General Fund 301- Police
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
303 REVENUES
46000 Grant Income $ 150,000 $ 155,849 $ 150,000
TOTAL REVENUES $ 150,000 $ 155,849 $ 150,000
303 EXPENDITURES
75300 Contracted Services (HCSO) $ 67,500 $ 67,500 $ 60,148 Sheriff Contract 75300 Contracted Services (HCSO) $ 6,266 $ 1,650 $ 7,204 Animal Control & Shelter Contracts 75300 Contracted Services (Pac Coast Sec) $ 56,160 $ 46,800 $ 67,392 Supplemental Law Enforcement TOTAL EXPENDITURES $ 129,926 $ 115,950 $ 134,744
$ 15,256 Amount transferred to COPS reserves
Note 1 (FY21-22): The City began 2021-2022 with an expense budget of $244,000, expecting 1.5 full-time deputies. $155k COPS and the $89k emainder paid through GF Police, then backfilled with $75k Measure Z committed funds. HCSO could not provide staffing, so mid-year they amended the contract, lowered the price to $123k for FY2022, then increased it to $147k beginning July 01, 2022 to reflect inflation.

Note 2 (FY22-23): No dedicated deputy included, but 24/7 coverage offered by HCSO in the current contract, paid in full through COPS funds, $146,450. Staff shortage expected through 2022. City researching interim private security options expected to cost approximately $35/hr.

Remaining excess COPS funds will be used first, then General Funds. Measure Z application period closed.

Note 3 (FY23-24): No dedicated deputy included, but 24/7 coverage offered by HCSO in the current contract. City was notified of a substantial contract increase to $226,168 beginning July 01, 2023. Estimated $150k COPS Funds will be used first. $76k to be covered by GF.

Also including $40k as per Council decision to utilize Pacific Coast Security services to supplement law enforcement needs. ($40/hr x 1080), Special Revenue Fund 303 - COPS Grant

CITY OF TRINIDAD
FY2025-26 BUDGET
DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
401 EXPENDITURES
60900 Honorariums $ 6,600 $ 1,800 $ 6,600 $500 per month for Chief, $50 Asst. Chief 75180 Utilities $ 1,150 $ 155 $ 1,150 PG&E ($650) and Sequoia Gas ($500) 75190 Dues & Membership $ 350 $ 136 $ 350 Fire Chief's Association, HMRA Dues 75280 Training/Education $ 3,500 $ - $ 3,500 CERT $3k, and Fire First Responder $500 75300 Contracted Services $ 10,000 $ - $ - Possible CSA 4 contributions 76110 Telephone $ 1,600 $ 1,529 $ 1,600 Fire Cell Phones and Training Tablet - Verizon 76140 Dispatch $ 1,800 $ - $ 1,800 Billed Biannually - Includes 2019-2023 78140 Vehicle Fuel and Oil $ 350 $ 364 $ 350
78150 Vehicle Repairs & Maintenance $ 2,500 $ - $ 2,500 78160 Building Repairs & Maintenance $ 3,000 $ 1,576 $ 3,000 Generator Maintenance ($500) + Gutters 78190 Materials, Supplies & Equipment $ 5,000 $ 2,747 $ 5,000 $5k Misc. 78200 Equipment Repairs & Maintenance $ 1,000 $ 561 $ 1,000 Air tank testing, Fire Extinguishers, misc. 90000 Capital Reserves $ - $ - $ - Transfer to reserve for future capital TOTAL EXPENSES $ 36,850 $ 8,868 $ 26,850
Notes: Prior Council action committed unspent funds to the Fire Department Reserve, an action that takes place each year during annual audit.

DRAFT - MAY 13, 2025
FY 2025-26 BUDGET

CITY OF TRINIDAD
General Fund 401 - Fire Department
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
501 EXPENDITURES
61000 Employee Gross Wages $ 134,706 $ 108,848 $ 138,596 see payroll apportionment worksheet 61250 Employee Overtime $ 500 $ - $ 500
61470 Fringe - Housing $ 300 $ 512 $ 360
65100 Deferred Retirement $ 12,149 $ 9,589 $ 16,316
65200 Medical Insurance & Benefits $ 23,025 $ 10,919 $ 27,165 65252 Health Insurance Deductible Benefit $ 1,169 $ 932 $ 1,680 65300 Worker's Comp Insurance $ 4,041 $ - $ 4,574
65500 Employee Mileage Reimbursement $ 100 $ - $ 100 In case of vehicle breakdown or repairs 65600 Payroll Tax $ 11,234 $ 8,986 $ 11,851
65800 Grant Payroll Allocation $ (28,000) $ (13,124) $ (7,430) As per Grant Director 71210 City Engineer -Admin $ 15,000 $ 45,240 $ 15,000 TAC Meeting $400 x 12, and Non-Grant Project Consulting 71250 City Engineer - Project Fees $ - $ - $ -
71310 City Planner - Special Projects $ - $ - $ -
75180 Utilities $ - $ - $ -
75200 Municipal Expense $ 3,600 $ 7,309 $ -
75300 Contracted Services $ 5,000 $ - $ 10,000 $5k Swap or CCC's; $5kPrice-Hall Grant consulting 75370 Uniforms/personal equipment $ 1,000 $ - $ 1,500 Safety and Uniform Expenses, Reimbursements 78100 Street Maintenance & Repair $ 5,000 $ - $ 5,000 Tree Trimming, Signs, Paint 78120 Street Lighting - Operations $ 5,000 $ 4,318 $ 5,000 PG&E Streetlight Utility Bills 78130 Trail & Park Maintenance $ 10,000 $ 23,197 $ 10,000 Trail Committee Prioirites as per annual report- 2025 CIRA 17 K ref 78140 Vehicle Fuel & Oil $ 4,000 $ 3,654 $ 4,000
78150 Vehicle Repair & Maintenance $ 2,500 $ 16,855 $ 2,500 78160 Building Repairs & maintenance $ 14,000 $ 514 $ 14,000 Town Hall Windows, Painting, etc. + $500 Gen Service 78190 Materials, Supplies & Equipment $ 5,000 $ 6,638 $ 5,000 Mop Service, Cleaning Supplies, Fire Exting., Tools, etc. 78200 Equipment Repairs & Maintenance $ 2,500 $ 890 $ 2,500 79100 Water Lab Fees $ - $ - $ 3,000 WQ testing for GW discharge Permit monitoring assuming once per 90000 Transfer to Reserve $ 50,000 $ - $ -
TOTAL EXPENSES $ 281,824 $ 235,276 $ 271,212

CITY OF TRINIDAD
FY 2025-26 BUDGET
General Fund 501 - Public Works
DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
601 REVENUES
53020 Interest Income $ 12,000 $ - $ 12,000 Conservative based on 2020-2021 int earnings 53090 Other Miscellaneous Income $ 1,000 $ 90 $ 1,000 Blackflow prevention devices 57100 Water Sales $ 355,000 $ 250,860 $ 420,903 Based on a full year with new rates, but may only be Sept-June. 46000 Measure Z Grant Award $ - $ - $ 40,000 Awarded for Equipment per Grant Request - balance with 78200 57300 New Water Hookups $ - $ - $ - If needed, will zero out with expense line 79130 below 57500 Penalties $ 10,000 $ 6,675 $ 10,000 penalties less adjustments (leaks, etc.) TOTAL REVENUES $ 378,000 $ 257,625 $ 483,903
601 EXPENSES
61000 Employee Wages $ 193,646 $ 134,230 $ 177,634 see apportionment worksheet for payroll details 61470 Fringe Benefits $ 1,980 $ 2,206 $ 2,376
65100 Deferred Retirement $ 15,150 $ 10,924 $ 16,023 Empower 457 Deferred Comp Plan 65200 Medical Insurance & Expense $ 28,502 $ 13,983 $ 26,889 Medical, Dental, Life 65252 Health Insurance Deductible Benefit $ 1,022 $ 794 $ 1,351 RHS Debit Card 65300 Worker's Compensation $ 5,809 $ 6,030 $ 5,862
65500 Employee Mileage Reimbursement $ - $ 193 $ -
65600 Payroll Tax $ 18,804 $ 11,241 $ 14,815
65800 Grant Payroll Allocation $ (50,000) $ (39,981) $ (20,000) DWR Water Storage & Pipeline Replacement Grant; DWR Emergency In 68090 Crime, Cyber, & Pollution Insurance $ 676 $ 665 $ 744 65% GF, 35% Water 68200 General Liability Insurance $ 15,966 $ 17,831 $ 16,870 65% GF; 35% Water 68300 Property & Casualty Inusrance $ 5,153 $ 4,454 $ 5,925 65% GF; 35% Water 71110 City Attorney - Administrative Tasks $ 500 $ - $ 500 Minimal 71210 City Engineer - Admin Tasks $ 3,500 $ 2,640 $ 3,500 General Water Consulting 71230 Engineer Special Projects $ 5,000 $ - $ 5,000 Rate Adjustment, Drought Consulting, Repair Support, etc. 71310 City Planner - Admin Tasks $ 5,000 $ 52 $ 5,000 Drought Consulting, Water Committee Support, etc. 71510 Accountant $ 9,000 $ 6,645 $ 11,000 65% GF; 35% Water 71620 Auditor $ 12,250 $ 6,163 $ 13,000 65% GF; 35% Water 72100 Bad Debts $ 100 $ 885 $ 100 NSF checks - (account balances recoverable) 75110 Tech Support $ 2,500 $ 483 $ 2,500 Cornerstone Computers - Kabe Miller, Website, Etc. 75180 Utilities $ 23,000 $ 18,872 $ 24,000 PG&E, Sequoia Gas, B&B Servicing 75190 Dues & Memberships $ 950 $ 855 $ 950 CRWA $572, USA $350 (FY2022-2023) 75200 Municipal Expense $ 250 $ 1,930 $ 250 Property Tax $200 75220 Office Supplies & Expense $ 5,000 $ 2,170 $ 3,500 Billing Postage, Blank Bills 75240 Bank Charges $ 100 $ - $ 100 NSF Check Fees (Recovered by customer payment) 75280 Training/Education $ 1,250 $ 1,468 $ 1,250 $250/for each Grade II Certification 75300 Contracted Services $ 140,000 $ 128,855 $ 60,000 $5k HACH, $1.5K McNeil, $10k PWA, $5k Price-Hall Grant consulting 76110 Telephone $ 1,872 $ 3,280 $ 4,000 AT&T Landline, Verizon 76130 Cable & Internet Service $ 780 $ 558 $ 780 Suddenlink Internet 76160 Licenses & Fees $ 5,200 $ 4,762 $ 6,000 SWRCB Fee $1950, Water Rights $800, DEH $500 (525.00) 78140 Vehicle Fuel and Oil $ 6,032 $ 4,044 $ 6,500 (1.5) vehicles dedicated to Water Service 78150 Vehicle Repairs $ 2,600 $ - $ 2,600 estimated for 1.5 vehicles 78160 Building Repairs and Maintenance $ 2,600 $ 1,085 $ 3,000 Generator Service ($750 + misc.) 78170 Security System $ 500 $ 2,020 $ 520 Advanced Security - Monitoring 78190 Materials, Supplies and Equipment $ 3,640 $ 6,044 $ 3,640 Misc Plumbing & Repairs 78200 Equipment Repairs & Maintenance $ 7,800 $ 27,661 $ 47,800 Tech Support for SCADA, Electrician, Whitson, & Cap Imp Repairs 79100 Water Lab Fees $ 7,800 $ 12,710 $ 7,800 North Coast Lab routine testing 79120 Water Plant Chemical $ 9,000 $ 7,680 $ 9,000 Chlorine/Polymer 79130 Water Line Hook-Ups $ - $ - $ - offset by revenue 79150 Water Line Repair $ 26,000 $ 20,665 $ 26,000 Valve Replacement 79160 Water Plant Repair $ 3,120 $ 6,043 $ 3,120
TOTAL OPERATING EXPENSES $ 522,052 $ 430,140 $ 499,899

CITY OF TRINIDAD
FY 2025-26 BUDGET
Enterprise Fund 601- Water
DRAFT - JUNE 11, 2024
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
701 REVENUES
53020 Interest Income $ 250 $ - $ -
58100 Cemetery Plot Sales $ 15,000 $ 33,175 $ 30,000 Based on 10 plot sales at proposed new rates. 58150 Cemetery Plot Refunds $ - $ -
TOTAL REVENUES $ 15,250 $ 33,175 $ 30,000
701 EXPENDITURES
61000 Employee Gross Wages and Overtime $ 11,627 $ 9,830 $ 13,809 65100 Deferred Retirement $ 1,395 $ 839 $ 1,657
65200 Medical Insurance & Expense $ 2,748 $ 2,083 $ 3,128 65250 Health Insurance Deductible Benefit $ 140 $ 65 $ 70 65300 Worker's Comp Insurance $ 386 $ 272 $ 456
65600 Payroll Tax $ 996 $ 850 $ 1,183
75180 Utilities $ 493 $ 452 $ 493 Water
75300 Contracted Services $ 3,000 $ 1,251 $ 3,000 Tree Service - Damaged & Hazardous Limbs 78170 Security System $ 500 $ 553 $ 500 Advanced Security - Monitoring Service 78190 Materials, Supplies & Equipment $ 500 $ 255 $ 500 TOTAL EXPENSES $ 21,785 $ 16,450 $ 24,797
Net Income $ (6,535) $ 16,725 $ 5,203

CITY OF TRINIDAD
FY 2025-26 BUDGET
Enterprise Fund 701 - Cemetery
FINAL DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
503 REVENUES
FY2024 ASR Report $ 45,511 Fund balance as of FYE2024 = $45,511 46000 Grant Income $ 15,000 $ 11,918 $ 14,500
46600 RMRA $ 7,900 $ 7,900 $ 8,000
TOTAL REVENUES $ 22,900 $ - $ 22,500
303 EXPENDITURES
Transfer Out - SR Fund 530 $ - $ - $ - Transfers will be done as needed.

TOTAL EXPENDITURES $ - $ - $ -
Notes: Anticipated fund balance at the end of FY 2025 ; $45,511 + $15,000* = $60,511 Restricted Fund Summary: As of June 30, 2024
6/30/25 Gas Tax, RMRA, RSTP TCRF: $67,586 RSTP $0
TDA $ 107,897 RMRA $22,057
Total $ 175,483 Gas Tax $45,511
TDA* $96,194
Possible Future Allocations: Total $163,762
2025 Scenic Patch (RAO) $ 25,000
Scenic Shopping Center Culvert $ 15,000 *TDA fund balance is high since transfers out in prior year $ - were not necessary to cover TPW labor since GF revenue $ 40,000 exceeded expenses.

Remaining unallocated balance $ 135,483
Special Revenue Fund 503 - Gas Tax

CITY OF TRINIDAD
FY 2025-26 BUDGET
Highway Users Tax Account (HUTA)
DRAFT - MAY 13, 2025
FY2024-25
Budget
Actual Thru
03/27/2025
FY 2025-26
Budget Budget Assumptions
504 REVENUES
2024 Audited Fund Balance $ 96,194 Fund balance as of 2024 ASR $96,194 46000 Grant Income $ 12,500 $ 17,323 $ 11,298 2025-2026 TDA Claim TOTAL REVENUES $ 12,500 $ - $ 11,298
503 EXPENDITURES
75250 HTA Annual Invoice $ 5,500 $ 5,529 $ 6,082
Transfer Out - GF/PW $ - $ - $ 5,216 Can be used Public Works Labor backfill TOTAL EXPENDITURES $ - $ - $ 11,298
Anticipated fund revenues at the end of FY 2025; $96,194 + 11,794 (FY2025 unspent reserve) = $107,897 Funds available to transfer General Fund for TPW Street Maintenance Labor.

Funds available for street-related expenses only.

Special Revenue Fund 504- Transportation Development Act TDA

CITY OF TRINIDAD
PROPOSED FY 2025-26 BUDGET
DRAFT - MAY 13, 2025
Total funding for
multi-year grants Grant Payroll
Fund Current Grant Projects
Grant work end
date
Total Grant
Payroll
Under/(over)
budget
FYs 21-22; 22-
23; 23-24 FY 24-25 FY 25-26 FY 26-27 FY 27-28
215 LCP Update Grant 3 Coastal Commission 12/31/25 $ 200,000 $ 45,000 $ - $ 8,965 $ 17,963 $ 18,072 218 CalRecycle SB 1393 Assistance grant 2 4/1/26 $ 75,000 $ 38,935 $ 0 $ 1,000 $ 13,674 $ 24,261 201 Total General Fund Administration Grants
532 HSIP Street Improvements 3/31/24 $ 799,600 $ 25,400 $ 0 $ 15,500 $ 9,900 533 OGALS Per Capita - no set grant payroll budget so could be increased 1/1/28 $ 177,000 $ 20,000 $ 0 $ 9,736 $ 6,138 3500 626 534 STIP Trinity Road Rehabilitation 6/30/25 $ 272,000 $ 3,821 $ (2,268) $ 3,475 $ 2,614 535 STIP Patricks Point and Scenic Drive $ 800,000 $ 7,860 $ 0 $ 2,812 $ 3,930 $ 1,118 501 Total Public Works Grants
606 SCDRP Tank & Pipelines 6/30/25 $ 5,079,090 $ 54,640 $ 0 $ 43,490 $ 11,150 607 MBDRP Intertie 3/31/26 $ 2,000,000 $ 111,400 $ 0 $ 47,643 $ 43,757 20000 601 Total Water System Grants
Total Secured Grant Funding and Grant Payroll $ 9,402,690 $ 307,056 $ 129,809 $ 108,006 $ 69,763 $ 1,744 $ - Projected/Pending Grant Applications Deadline
501 TBA OPC SB 1 - Axel Lindgren Memorial Trail Project June 21, 2025 3 year grant $ 3,000,000 $ 160,000 $ 53,000 201 TBA LCP Update Grant 4 Coastal Commission No date available 3 year grant $ 150,000 $ 30,000 $ 10,000 Secured and projected grant payroll $ 64,744
108,006
DISCUSSION AGENDA ITEM 2

SUPPORTING DOCUMENTATION SUBMITTED

2. Discussion/Decision regarding Distribution of Tourist Occupancy Tax Funds to Community Organizations.

CONSENT AGENDA ITEM
Tuesday, May 13, 2025
Item: Distribute allocation of TOT revenue to community organizations In 2013 the City Council agreed to allocate 10% of the total, annual Tourist Occupancy Tax revenue for community organizations. Each Council serving since then have confirmed their intent to continue this tradition.

The Chamber of Commerce, Museum, Library, and Trinidad Coastal Land Trust agreed among themselves to distribute that amount every year to each organization proportionately.

The total, unaudited Occupancy Tax revenue collected in FY 2023-2024 is $213,924. The City will be issuing 10% of the total revenue ($21,392) to each organization in the following payments:
30% $6,417.60 Greater Trinidad Chamber of Commerce
30% $6,417.60 Trinidad Museum
30% $6,417.60 Trinidad Coastal Land Trust
10% $2,139.20 Trinidad Library
Recommended Action: Consent approval is required to confirm budget expense for fiscal year 2024-2025.

Attachments: None
DISCUSSION AGENDA ITEM 3

SUPPORTING DOCUMENTATION ATTACHED

3. Discussion/Decision regarding approval of the Plans and Bid Documents for the Water System Intertie Project.

CITY OF TRINIDAD STAFF REPORT
DATE: Tuesday, May 13, 2025
TO: Mayor and City Council
FROM: Angela Cather & Becky Price-Hall, Grants Department AGENDA ITEM: Discussion/Decision regarding approval of the Project Plans and Bid Package for the Water System Intertie Project
STAFF RECOMMENDATION:
• Approve the Project Plans and Bid Package regarding the Water System Intertie Project • Direct staff to advertise the project and request formal bids DISCUSSION/BACKGROUND: On March 11, 2025, Council approved the Memorandum of Understanding (MOU) between the City of Trinidad and Westhaven Community Services District regarding the Water System Intertie Project. Since approving the MOU in March 2025, the City’s contracted engineers, GHD, and WCSD’s contracted engineers, PACE, developed a completed set of Project Plans and Bid Package for Council’s approval. These documents are now ready for the bidding process.

Current Bid and Construction Schedule as of May 5, 2025:

Item Description Date Days Diff.
1 Bid package finalized 5/7/25 0
2 Bid package due to City attorney, Ins. DWR etc. 5/9/25 2 3 Council Meeting to approve plans and specs 5/13/25 4
4 Comments back from City attorney, Ins. DWR etc. review 5/14/25 5 5 First Ad 5/18/25 5
6 Second Ad 6/1/25 14
7 Non-mandatory site walk 6/5/25 4
8 Contractor Questions Due 6/10/25 5
9 Response to Contractor Questions 6/13/25 3
10 Bids Due 6/19/25 6
11 Council Meeting to approve Bid 6/24/25 5
12 Notice of Award 6/27/25 3
13 Notice to Proceed 7/11/25 14
14 Start of Construction 7/21/25 10
15 End of Construction 11/18/25 120
Note: If CIRA provides updated Insurance Requirements, they will replace the current ones

ENVIRONMENTAL REVIEW
Not applicable.

FISCAL IMPACT
• Is there a Fiscal Impact: No. All items during the bid process are considered grant expenses and will be reimbursed by the funder (Department of Water Resources). • Is it Currently Budgeted: All cost associated with the project to date have been covered by the grant. • Where is it Budgeted: 607 – Intertie & Tank Projects DWR Grant • Mandatory or Discretionary: N/A
• Staff Resource Impact: No

ATTACHMENTS
• Trinidad-Westhaven Emergency Intertie Project: Construction Documents (May 2025) – technical specifications available upon request
• Trinidad Westhaven Emergency Intertie Project: Project Plans

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

FUNDING AGREEMENT BETWEEN

THE STATE OF CALIFORNIA (DEPARTMENT OF WATER RESOURCES) AND

CITY OF TRINIDAD
AGREEMENT NO. 4600014620

URBAN & MULTIBENEFIT DROUGHT RELIEF GRANT
5 101
299
44 3
96 OR
CA

PACIFIC
OCEAN

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

DAVID HANKIN VICE PRESIDENT

ANTONIO LLANOS PRESIDENT

WESTHAVEN COMMUNITY SERVICES DISTRICT BOARD

BARBARA CLINE FINANCE

RICHARD SWISHER SAFETY OFFICER

BILL VERICK MEMBER
OPERATOR T2-34384/D2-42549
PAUL M. ROSENBLATT GENERAL MANAGER / CHIEF PLANT OPERATOR KATRINA MARTIN LEAD OPERATOR T2-44809/D1-55736

MAX DIEBEL OPERATOR-IN-TRAINING

WESTHAVEN COMMUNITY SERVICES DISTRICT STAFF
4/25/25 2973.03
SHEET
G1.0
PG 1 OF 28

DETAIL CALLOUT DETAIL/SECTION/ELEVATION TITLE WHERE SHOWN 1 OR

SECTION MARKERS

GENERAL INFORMATION
A
XX
1 X
A

NTS XXX

SECTION
XX 1

NTS XXX

DETAIL XX

REDDING
EUREKA

MT SHASTA CITY

TRINIDAD WTP

PROJECT SITE

WESTHAVEN

CRESCENT CITY

SECTION/

ELEVATION LETTER
SHOWS SHEET #

WHERE DETAIL/

SECTION/ELEVATION

IS REFERENCED
SHOWS SHEET # WHERE DETAIL/

SECTION IS SHOWN

DETAIL NUMBER SECTION LETTER
SHOWS SHEET # WHERE DETAIL/

SECTION/ ELEVATION IS SHOWN

PACE ENGINEERING DESIGN TEAM

JESSICA CHANDLER PROJECT MANAGER

TOM WARNOCK QA/QC

BRYAN GENTLES ELECTRICAL ENGINEER

CITY OF TRINIDAD

SHEET INDEX

NO DESCRIPTION SHEET NAME
1 G1.0 TITLE
2 G1.1 LEGEND & NOTES
3 G1.2 SITE SURVEY CONTROL
4 C1.0 CIVIL DETAILS
5 C1.1 CIVIL DETAILS
6 C1.2 CIVIL DETAILS
7 C2.0 WTP DEMO PLAN
8 C2.1 INTERTIE PUMP STATION SITE PLAN
9 C2.2 INTERTIE PUMP STATION – GRADING PLAN
10 C3.0 WESTHAVEN DR STA 3+60 TO STA 12+30
11 C3.1 WESTHAVEN DR STA 12+30 TO STA 18+90
12 C3.2 WESTHAVEN DR STA 18+90 TO 26+40
13 C3.3 WESTHAVEN DR STA 26+40 TO STA 32+10
14 M2.0 INTERTIE PUMP STATION MECHANICAL
15 M2.1 INTERTIE PUMP STATION SECTIONS
16 S1.0 STRUCTURAL GENERAL NOTES
17 S1.1 TYPICAL CONCRETE DETAILS
18 S1.2 TYPICAL WOOD DETAILS
19 S1.3 STRUCTURAL DETAILS
20 S2.0 INTERTIE PUMP STATION BLDG PLANS AND ELEVATIONS 21 E1.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS
22 E1.1 ONE-LINE DIAGRAM
23 E1.2 ELECTRICAL DETAILS
24 E2.0 ELECTRICAL SITE PLAN
25 E2.1 WTP OFFICE POWER PLAN
26 E2.2 INTERTIE PUMP STATION - ELECTRICAL PLAN
27 I1.0 INSTRUMENTATION SYMBOLS AND ABBREVIATIONS
28 I2.0 INTERTIE PUMP STATION CONTROL DIAGRAM
101

WESTHAVEN DR

OLD WAGON RD

BAUDER LN

SCENIC DR STONE LN
9TH AVE KINGDOM RD
SEE SHEET C2.0
SEE SHEET C3.0
SEE SHEET C3.1
SEE SHEET C3.3

BRYCE KENNY MAYOR PRO-TEM

CHERYL KELLY MAYOR

CARRIE VARELA COUNCIL MEMBER

KATI BRECKENRIDGE COUNCIL MEMBER

JACK TUTTLE COUNCIL MEMBER

GREG FAY STAFF ENGINEER
SEE SHEET C3.2

JEREMY MILLS STAFF ENGINEER

JOE TAGLIABOSCHI CITY MANAGER

STEVEN WILSON STRUCTURAL ENGINEER

RYAN TURNER CIVIL ENGINEER

JEN COLLINS STRUCTURAL ENGINEER
4/25/25
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

G1.1

WESTHAVEN COMMUNITY SERVICES DISTRICT

LEGEND & NOTES
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 2 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION

ABBREVIATIONS - WATER/MECHANICAL
@ AT
∅ DIAMETER
⅊or PL PLATE OR PROPERTY LINE

AB ANCHOR BOLT, AGGREGATE BASE
AC ASBESTOS CEMENT PIPE or ASPHALT CONCRETE

ADDN'L ADDITIONAL

ADH AB ADHESIVE ANCHOR BOLT

AFF ABOVE FINISH FLOOR
AGG or AGGR AGGREGATE

AGS ABOVE GROUND SURFACE

APPROX APPROXIMATELY

ARV AIR RELEASE VALVE

ASTM AMERICAN SOCIETY FOR TESTING OF MATERIALS

B&S BELL & SPIGOT

BDRY BOUNDARY

BGS BELOW GROUND SURFACE

BKFL BACKFILL

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCH MARK OR BEAM
BO BLOW OFF or BLOCK-OUT
BOT or BOTT BOTTOM

BUSH BUSHING

BV BALL VALVE
C or C/L or CENTERLINE
C or COND CONDUIT

CAV COMBINATION AIR RELEASE VALVE

CHEM CHEMICAL

CI CAST IRON PIPE

CIP CAST IN PLACE

CISP CAST IRON SOIL PIPE
CJ CONTROL JOINT or CEILING JOIST
CL or CLR CLEAR

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMB COMBINATION
COMP COMPACTED or COMPOSITION SHINGLES

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORP CORPORATION

CP CONTROL PANEL OR CONTROL POINT

CTR CENTER

CU COPPER

CV CHECK VALVE

CY CUBIC YARD

D DRAIN

DB DIRECT BURIAL

DBL DOUBLE

DET DETAIL

DIP DUCTILE IRON PIPE
DIA or Ø DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING

D/W DRIVEWAY

E ELECTRICAL CONDUIT
(E) or EXIST EXISTING

EA EACH

EG EXISTING GRADE
EL or ELEV ELEVATION

ELEC ELECTRICAL

ELB ELBOW
EMBED EMBED or EMBEDMENT

EN EDGE NAILING

ENGR ENGINEER

EP EDGE OF PAVEMENT

EQ EQUAL

ER EDGE OF ROAD

ESMT EASEMENT

EW EACH WAY

EXP AB EXPANSIVE ANCHOR BOLT

EXP JT EXPANSION JOINT(S)

F FEMALE

FC FLEXIBLE COUPLING

FCA FLANGED COUPLING ADAPTOR

FD FRENCH DRAIN OR FLOOR DRAIN
FF FINISHED FLOOR or FAR FACE

FG FINISH GRADE

FH FIRE HYDRANT

FIN FINISH

FLEX FLEXIBLE

FLG FLANGE

FM FLOW METER
FMJA FLANGE x MJ ADAPTER

FND FOUNDATION

F/O FIBER OPTIC

FRP FIBER REINFORCED POLYETHYLENE
FTG FOOTING or FITTING

FTGS FITTINGS

GA GAGE

GAL GALLON

GALV GALVANIZED

GC GROOVED COUPLING

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

HC HALF COUPLING
HD HOLDOWN or HOT DIPPED

HMA HOT MIX ASPHALT

HORIZ HORIZONTAL

HP HORSE POWER

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

I INSTRUMENTATION

ID INSIDE DIAMETER

IN INCHES

INSUL INSULATION
INT INTERIOR or INTERMEDIATE

INV INVERT

IRRIG IRRIGATION

JT JOINT

L STEEL ANGLE

LF LINEAL FOOT

LG LIP OF GUTTER
M or MECH MECHANICAL

MAX MAXIMUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MRS MECHANICAL RUBBER SEAL

MTL METAL
(N) NEW

NB&G NUTS, BOLTS, & GASKETS

NF NEAR FACE

NIC NOT IN CONTRACT
No. NUMBER

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O/ OVER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OG ORIGINAL GROUND

OH OVERHEAD
OPG or OPNG OPENING
OPP OPPOSITE or OPERATING
P&ID or PID PROCESS INSTRUMENTATION DIAGRAM

PE PLAIN END

PER PERIMETER

PLYWD PLYWOOD

PNL PANEL

PNT PAINT
# POUND

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PRV PRESSURE RELIEF VALVE

PS PIPE SUPPORT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE PIPE

PW POTABLE WATER

R RADIUS

RDW OR RDWD REDWOOD

RED REDUCER

REINF REINFORCEMENT STEEL, REBAR

REQ'D REQUIRED

REST RESTRAINED

RFCA RESTRAINED FLANGED COUPLING ADAPTER

RFMJA RESTRAINED FLANGED MECHANICAL JOINT ADAPTER

RFG ROOFING

RMJ RESTRAINED MECHANICAL JOINT

RO ROUGH OPENING
ROW or R/W RIGHT OF WAY

S SLOPE
SCH or SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SGL SINGLE
SH or SHT SHEET

SHTG SHEATHING, SHEETING

SIM SIMILAR

SMS SHEET METAL SCREW
SP SPACE or SPACES

SPEC'S SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SW STORMWATER

STRUCT STRUCTURAL

SYM SYMMETRICAL
T TELEPHONE CONDUIT or TOP

T&B TOP AND BOTTOM

TBC TOP BACK OF CURVE

TBM TEMPORARY BENCH MARK

TC TOP OF CONCRETE

TELE TELEPHONE

THD THREADED
THK THICK or THICKNESS

TL TRAFFIC LID

TN TOE NAIL

TOW TOP OF WALL

TR THRUST RESTRAINT

TUBE TUBING

TYP TYPICAL

UG UNDER GROUND

UNO UNLESS NOTED OTHERWISE
V VENT

VC VERTICAL CURVE

VERT VERTICAL

W WATER

W/ WITH

W/O WITHOUT

WTP WATER TREATMENT PLANT

WV WATER VALVE
CP#

AREA DRAIN

BOLLARD

CENTERLINE

CONTROL POINT

CULVERT

DRAINAGE DIRECTION ARROW

ELECTRICAL PANEL / BOX

FOUND MONUMENT AS NOTED
(E) FIRE HYDRANT
(N) FIRE HYDRANT

GUY ANCHOR

GRID TICK

HOSE BIB

LIGHT POLE

POLE- JOINT UTILITY

POLE- POWER
SIGN

STORM DRAIN CATCH BASIN

TREE/SHRUB

WATER BLOWOFF OR AIR RELEASE VALVE

WATER METER/BOX
(E) WATER VALVE
(N) WATER VALVE

FIBER OPTIC MARKER

SYMBOL LEGEND
W
CL
E
HB

LINE LEGEND
(E)W
(E) EP
(N) EP
(E) CONC
(N) CONC

PROPERTY LINE

FLOWLINE
(E) WATER MAIN
(N) WATER MAIN
(E) STORM DRAIN
(N) STORM DRAIN
(E) GAS LINE
(N) GAS LINE
ROW
OH

TELEPHONE

FIBER OPTIC

CHAIN LINK FENCE

1. UNO, ALL CONSTRUCTION SHALL CONFORM TO THE
PROJECT MANUAL, THE 2021 EDITION OF STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OR
"GREEN BOOK", AND CALTRANS STANDARD PLANS AND
SPECIFICATIONS 2022 EDITION.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALERT AT 811 AND
ALL UTILITY COMPANIES ONE (1) WEEK BEFORE ANY

TRENCHING TO DETERMINE THE LOCATION OF ALL

UNDERGROUND FACILITIES WHETHER SHOWN OR NOT
SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO PROTECT ALL EXISTING FACILITIES FROM
DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL

FIELD LOCATE (POTHOLE) ALL UTILITY CROSSINGS A
MINIMUM OF FIVE (5) DAYS PRIOR TO CONSTRUCTION.

3. ALL PROPERTY LINES AND UTILITIES SHOWN ON THESE
PLANS ARE SCHEMATIC IN NATURE.

4. ALL UTILITY LOCATIONS INCLUDING WATER SERVICE

LOCATIONS AND ALIGNMENTS AND DEPTHS, WHERE
SHOWN, ARE APPROXIMATE. THE CONTRACTOR SHALL

POTHOLE USING NON-DESTRUCTIVE MEANS AND SUBMIT

WRITTEN FIELD OBSERVATION DRAWINGS OF THE

PROPOSED AND EXISTING PIPE ALIGNMENTS AT LEAST FIVE
(5) WORKING DAYS AHEAD OF THE PIPE INSTALLATION
CREW. REFER TO THE PROJECT MANUAL.

5. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY

FIELD CHANGES MADE WITHOUT PRIOR WRITTEN

AUTHORIZATION FROM THE UNDERSIGNED ENGINEER AND
OWNER.

6. THE CONTRACTOR AGREES THAT THEY SHALL ASSUME

SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE

CONDITIONS DURING THE COURSE OF CONSTRUCTION OF

THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY

CONTINUALLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS.

7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
SURVEY MONUMENTS. ANY MONUMENTS DISCOVERED

ARE TO BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY. ANY SURVEY MONUMENTS DISTURBED

OUTSIDE THE IMMEDIATE WORK AREA DURING

CONSTRUCTION SHALL BE REPLACED BY THE OWNER'S
REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.

8. ALL CONTRACTOR'S REPRESENTATIVES, INCLUDING

SUBCONTRACTORS, SHALL HAVE WRITTEN PERMISSION TO
ENTER ANY PORTION OF PRIVATE PROPERTY. ALL
RESIDENCES SHALL BE GIVEN A MINIMUM OF 24 HOURS,
BUT NO MORE THEN 72 HOURS NOTICE, PRIOR TO
ENTRY/WORK ON PRIVATE PROPERTY.

9. CONTRACTOR SHALL SUBMIT COMPLETE AND ACCURATE
AS-BUILT DRAWINGS.

10. SEPARATION OF WATER AND STORM DRAIN FACILITIES

SHALL CONFORM TO THE RULES AND REGULATIONS OF

THE UNIFORM PLUMBING CODE AND STATE OF
CALIFORNIA STATE WATER RESOURCES CONTROL BOARD.

11. ALL NEW WATER MAIN INSTALLATION SHALL BE OPEN CUT

UNLESS ALTERNATIVE METHOD IS APPROVED BY ENGINEER,
OR NOTED OTHERWISE.

12. CONTRACTOR SHALL INSTALL A PROJECT SIGN AT LEAST
FOUR FEET TALL BY EIGHT FEET WIDE MADE OF 3
4 INCH

THICK EXTERIOR GRADE PLYWOOD OR OTHER APPROVED

MATERIAL AND SHALL MAINTAIN THE SIGN IN GOOD

CONDITION FOR THE DURATION OF THE CONSTRUCTION
PERIOD, REFER TO PROJECT MANUAL.

13. PER THE REQUIREMENTS OF PUBLIC RESOURCES CODE
SECTION 4442, CONTRACTOR'S INTERNAL COMBUSTION

ENGINES SHALL BE EQUIPPED WITH AN OPERATIONAL

SPARK ARRESTOR, OR THE ENGINE MUST BE EQUIPPED FOR
THE PREVENTION OF FIRE.

14. PIPES TO BE ABANDONED SHALL NOT TAKE PLACE UNTIL
(N) WATER MAIN AND SERVICES HAVE BEEN FULLY TESTED,
APPROVED FOR SERVICE, AND CONNECTED.

15. CONTRACTOR SHALL CONFORM TO CA TITLE 22 DRINKING
WATER STANDARDS.

16. FINAL LOCATIONS FOR FH, CAV, & SAMPLING STATIONS
WILL BE FIELD LOCATED BY THE OWNER'S REPRESENTATIVE.

17. CONTRACTOR SHALL PROTECT ALL (E) FEATURES IN PLACE, INCLUDING TREES, STUMPS, ETC UNO. NOT ALL TREES AND
VEGETATION ARE SHOWN.

GENERAL NOTES
O/H
F/O
X
4/25/25
36" REDWOOD
CP#78
CP#79
CP#80
CP#81
CP#82
CP#83
CP#84
CP#85
CP#86
CP#87

LIMITS OF DISTURBANCE
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

G1.2

WESTHAVEN COMMUNITY SERVICES DISTRICT

SITE SURVEY CONTROL
2973.03
WIn JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 3 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION
1"=200'

SITE CONTROL
Point Number Easting Northing Elevation Raw Desription
78 5979103.48 2270382.39 343.60 CP_MAGNAIL
79 5979350.38 2270101.36 345.6000 CP_MAGNAIL
80 5979589.86 2269729.37 331.9400 CP_MAG8
81 5979849.21 2269454.72 341.1000 CP_MAG8
82 5978608.00 2271762.64 202.0200 CP_3B&PC
83 5978742.21 2270608.60 306.5400 CP_MAG8
84 5978586.64 2270882.22 274.8100 CP_MAGNAIL
85 5978578.62 2271161.70 247.2300 CP_MAG&W
86 5978693.60 2271565.39 209.0400 CP_MAGNAIL
87 5978320.21 2271888.35 209.2900 CP_MAGNAIL
NOTES:

1. SURVEY WAS CONDUCTED BY PACE ENGINEERING IN JUNE 2023.

2. COORDINATE VALUES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 1, (EPOCH 2017.5).

3. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), (GEOID 12B)
REFER TO SHEETS C2.0 THROUGH C3.3 FOR CONTROL POINT (CP) LOCATIONS. CONTROL POINT INFORMATION 4/25/25
NOTES:

1. SEE THRUST BLOCK DETAILS FOR VALVES 8 IN & LARGER.

2. VALVE BOX & LID SHALL BE TRAFFIC RATED IN ALL PAVED & SHOULDER AREAS.

3. SET VALVE BOX & COLLAR 1
4 IN BELOW GRADE IN PAVED AREAS & 2 IN ABOVE
GRADE IN ALL OTHER LOCATIONS.

4. CONC COLLAR SHALL BE 12 IN THICK WHERE ANY VEHICULAR TRAFFIC IS EXPECTED & 4 IN THICK IN ALL OTHER LOCATIONS.

5. REFER TO SPEC'S FOR LOCATION OF WIRE.
30" Ø CONC COLLAR
SEE NOTES 3 & 4

VALVE BOX EXTENSION

NOTCHED TO FIT AROUND

VALVE BONNET

OPP NUT EXTENSION REQ'D

WHEN VALVE OPP NUT
EXCEEDS 36" IN DEPTH
VALVE
LOCATION WIRE, SEE NOTE 5

SPLICE OR LOOP

INTO BOX

LOCATION WIRE TAPED TO
VALVE BOX EXTENSION IN 2

LOCATIONS MIN
VALVE BOX. SEE NOTES 2 & 3
FG 3'-0" MAX

TOP OPERATING NUT
2" OF BARE LOCATION WIRE @
4" MAX FROM TOP OF BOX.

BARE WIRE SHALL NOT TOUCH

VALVE OR FTGS
AB

ELEVATION

VALVE BOX, SEE VALVE

INSTALLATION DETAIL

BURY LINE

FLG CONNECTION,
TYP

TEE-IN MAIN
LINE

THRUST BLOCK,
TYP. SEE NOTE 1
FG

WET BARREL FH W/

CHECK VALVE,

INSTALL VERTICAL

FH RUN AS SHOWN ON THE PLANS
NOTES:

1. ALL FH RUNS SHALL BE RESTRAINED FROM MAIN, UNO. THRUST BLOCKS SHALL ONLY BE USED IN CONFIGURATIONS THAT DO NOT ALLOW RESTRAINED FITTINGS. REFER TO THRUST BLOCK DETAILS.

2. FH BURY DEPTHS VARY DEPENDING ON TOPOGRAPHY FEATURES & (E) UTILITIES. CONTRACTOR SHALL DETERMINE BURY DEPTH OF EACH FH PRIOR TO PROCUREMENT. CONTRACTOR SHALL EXCHANGE FH BARRELS W/ NON-CONFORMING DEPTHS TO OBTAIN THE REQ'D BREAKAWAY CLEARANCE AT NO COST TO OWNER.

3. TWO-WAY BLUE REFLECTOR SHALL BE PLACED 1' OFF C/L OR INLINE WHEN (E) REFLECTORS ARE PRESENT. REFLECTOR SHALL BE LOCATED ON SAME SIDE AS FH, ANCHORED W/ RAPID SET EPOXY.

4. MAINTAIN 3' MIN CLEARANCE ALL AROUND HYDRANT.

BI-DIRECTIONAL CHECK
VALVE. REFER TO SPECS.

FH SHOE W/

FLANGED JOINTS
6" W, UNO 2" MIN 6" MAX SEE NOTE 2
NOTES:

1. REFLECTIVE SHEETING SHALL BE INSTALLED @ TOP OF EXTERIOR SIDEWALL. WRAP SHEETING 360° AROUND ENCLOSURE.

2. ALL ABOVE GRADE PIPING SHALL BE INSULATED.

3. CAV SHALL BE INSULATED WITH A FLEXIBLE INSULATION COVER.

4. ALL HARDWARE SHALL BE GALVANIZED.

5. ALL METAL SURFACES NOT GALVANIZED SHALL BE POWDERCOATED OLIVE GREEN.

6. BOLTS SHALL BE CAST-IN PLACE OR POST INSTALLED IN SIMPSON SET 36 (ICC REPORT 4057) OR HILTI H4-200 (ICC REPORT 3187) ADHESIVE.

REFLECTIVE
SHEETING.

SEE NOTE 1
10 GA. ROLLED
MILD STEEL, 20"

ID ENCLOSURE,

FULLY WELDED
28"x28"x6"

CONC SLAB

FOAM WRAP PER PIPE

PENETRATION DETAIL RISER

LOCKING TAB
LOCATED @ 1
3 POINTS. SEE
ENLARGED SECT.
20"
10" AS REQ'D 2" 1"

CONC SLAB
3 8"x51
2" LONG

ANCHOR BOLT

W/DBL NUT, SEE
NOTE 7. 4"

MOUNTING TAB

LOCKING TAB
∠1
1 2"x112"x 1
8", 11
2" LONG WELDED TO

ENCLOSURE WALL,
TYP OF 3
1/2"
3 8"x1" ALLEN HEAD

COUNTERSUNK
SCREW
21" WIDE 10 GA
STL PLATE LID 1/2"3
8" STD NUT WELDED
TO ∠1
1 2"x112"x 1
8",11
2" LONG, LOCKING TAB,
TYP OF 3

ENLARGED SECTIONS
NTS
2" HDPE
2" THD NYLON VENT

W/ INTEGRATED SS

BUG SCREEN
2" GSP & FTG

VALVE BOX, SEE VALVE

INSTALLATION DETAIL
2" THD GV W/ 2"

SQ OPERATING
NUT 1'x1'x4" CONC

SUPPORT
2" BRASS 90° ELB
2" BRASS RISER 1' MIN 2" MIN
2" CAV VALVE 2' MIN
FG

WATER MAIN

SERVICE SADDLE

STL ENCLOSURE, SEE

ENCLOSURE DETAIL
NOTES:

1. PIPELINE FROM SERVICE SADDLE TO AIR VALVE SHALL HAVE A POSITIVE SLOPE. 2" BRASS 90° STREET ELB
2" COMPRESSION x NPT,
TYP OF 2
±2'
2"x24" BRASS NIPPLE
4 C1.0
1'-3"Ø MIN

FILL & CAP W/ CONC

SAFETY REFLECTION
TAPE, TYP (SEE NOTE 3)
4"Ø SCH 40 STL PIPE
2 COATS SAFETY

YELLOW ENAMEL
PAINT
CLASS 520-C-2500
CONC
PERMANENT 3'-0"
NOTES:

1. PERMANENT BOLLARDS SHALL BE INSTALLED, UNO.

2. HARD-TEMPERED ZINC PLATED STL CHAIN. 12" LENGTH, 3
8"Ø W/ 1
1 2" OPENING, 3" TO BE PARTIALLY CAST
IN CONCRETE & WELDED TO SLEEVE.

3. 3" WIDE BLUE REFLECTOR TAPE SHALL BE USED FOR FIRE PROTECTION DEVICES. 1" WIDE SAFETY REFLECTION TAPE SHALL BE USED AT ALL OTHER LOCATIONS. TAPE SHALL BE SUITABLE FOR ALL WEATHER, & CHEMICAL & ABRASION RESISTANT. 6" 9" 9" 3'-6" NOTES:

1. FIXED BACTERIOLOGICAL SAMPLING STATIONS ARE REQUIRED BY "CALIFORNIA WATERWORKS STANDARDS, TITLE 22". THE ESTABLISHMENT

OF REPRESENTATIVE SAMPLE POINTS IS ESSENTIAL TO ASSURE THAT THE SAMPLING RESULTS FOUND ARE GIVING A TRUE INDICATION OF THE BACTERIOLOGICAL QUALITY OF THE WATER SUPPLIED THROUGHOUT THE DISTRIBUTION SYSTEM.

2. CONCRETE TO BE INSTALLED FLUSH WITH BOTTOM OF ENCLOSURE BASE AT BRASS PIPING.

3. LONG SHANK PADLOCK TO BE SUPPLIED BY OWNER.
1" CORP STOP

SERVICE SADDLE

WATER MAIN
0°-45°
1" HDPE PIPE
1" MIP X COMP

ADAPTER
16" L X 16" W X 6" D CONC PAD
SEE NOTE 2
2" PVC SLEEVE FOR PIPE
OR 20MM PIPE WRAP

CAST ALUMINUM COVER
(SHOWN OPEN)

LOCK HASP

FLUSHING AND SAMPLE PORT

VALVE BOX, SEE VALVE

INSTALLATION DETAIL
1" CURB VALVE

DRAIN VALVE
2' MIN
TRACER WIRE 1'-6"
1" BRS OR SS ST 90 ELBOW
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C1.0

WESTHAVEN COMMUNITY SERVICES DISTRICT

CIVIL DETAILS
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 4 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION

TYPICAL WET BARREL FLUSHING HYDRANT INSTALLATION
NTS
1 C1.0

TYPICAL WATER VALVE INSTALLATION
NTS
2 C1.0

ENCLOSURE DETAIL
NTS
4 C1.0

CAV DETAIL
NTS
3 C1.0

BOLLARD
NTS
5 C1.0

SAMPLE STATION
NTS
6 C1.0
4/25/25
NOTES:

1. THE TRENCH SHALL HAVE AT LEAST 0.25 FEET OF TEMPORARY COLD MIX ASPHALT BEFORE OPENING ROAD TO TRAFFIC.

2. FOR ITEMS NOT SHOWN, SEE ISSUED HUMBOLDT COUNTY ENCROACHMENT PERMIT.

3. ALL MATERIALS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS, CURRENT EDITION.

4. IF GROUNDWATER IS ENCOUNTERED DURING TRENCH ESCAVATION, ENGINEER

AND THE COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE CONSULTED FOR SITE SPECIFIC CORRECTIVE MEASURES.

5. WHERE REMAINING UNDAMAGED PAVING IS LESS THAN 2 FT WIDE AFTER

TRENCHING, REMOVE & REPLACE PAVEMENT TO EDGE OF (E) PAVING AT FULL THICKNESS.

6. TYPE I BKFL SHALL BE USED IN ALL PAVED AREAS, UNO.

7. FOR UNDERMINED OR DAMAGE TO ADJACENT PAVEMENT, REFER TO SPEC'S. 6" MIN, 95% RELATIVE COMPACTION 2'-6" MIN

NEAT CUT W/ VERT

EDGE EA SIDE

PIPE BEDDING,

SEE DETAIL

AGG BASE

COMPACTED
TO 90%

AGG BASE

COMPACTED
TO 95%

TACK COAT
(E) AC, SEE NOTE 7

PERMANENT PAVEMENT,
REFER TO SPEC'S 90% RELATIVE COMPACTION DEPTH VARIES
NOTES:

1. CLASS "A1" SHALL BE USED IN GRAVELED SHOULDERS,

ALLEYS, UNDER CONC, UNPAVED DRIVEWAYS, & AT
OTHER LOCATIONS DESIGNATED BY THE ENGR. MATCH (E), 6" MIN 4" MIN

PIPE BEDDING,

SEE DETAIL

IMPORTED

GRAVEL BKFL

AGG BASE
NATURAL GROUND 6" MIN 12" MAX
NOTES:

1. FOR 2 PIPES IN COMMON TRENCH, MAINTAIN 12 IN CLEARANCE BETWEEN PIPES & 6 IN MIN BETWEEN PIPES & TRENCH WALL.

2. REFER TO SPEC'S FOR LOCATION OF WIRE. WIRE REQ'D FOR WATER PIPING & PRESSURE SEWERS ONLY. ALL LOCATION WIRE

SPLICES SHALL BE PERFORMED W/ WATER PROOF
CONNECTORS, REFER TO SPEC'S. PIPE OD 4" MIN
6"
MIN
PIPE
OD

TRENCH BKFL

PIPE FINDER
TAPE

TRENCH WALL

PIPE BEDDING

LOCATION WIRE,
SEE NOTE 2 3' MIN COVER

TYP PIPE OD
PIPE
OD
PIPE
OD

PIPELINES

PIPE BEDDING,

SEE DETAIL
FG 4" MIN 2' MIN 3" MIN 3" MIN 3' MIN COVER, UNO 6" MIN

D, TYP SEE
NOTE 1
6"
MIN
1'
MIN
1'
MIN
NOTES:

1. D = 3" MIN FOR 2" & LARGER CONDUIT, D = 2" MIN FOR 1 1/2" & SMALLER CONDUIT.

CONDUITS

TRENCH BKFL
NOTES:

1. INSTALL TRENCH CUTOFFS WHERE SLOPES EXCEED 3%.

2. TRENCH CUTOFFS SHALL BE INSTALLED AT EVERY 4 FEET OF VERTICAL DROP IN ELEVATION ALONG THE SURFACE GRADE OF THE TRENCH, UNO.

3. TRENCH CUTOFFS SHALL BE OF BENTONITE/SOIL MIXTURE. BENTONITE/SOIL MIXTURE SHALL CONSIST OF 8 PERCENT (BY WEIGHT) POWDERED BENTONITE MIXED WITH SELECT NATIVE SOIL PER THE BENTONITE MANUFACTURER'S RECOMMENDATIONS.

BENTONITE/SOIL MIXTURE SHALL BE COMPACTED IN PLACE TO 90 PERCENT MINIMUM RELATIVE COMPACTION.

4. TRENCH CUTOFFS SHALL BE INSTALLED IN PIPE BEDDING ZONE IN BOTH TYPE 1 & 2 BACKFILL. 1'
± 2' 6" MIN, TYP 6" MIN, TYP 6" MIN, TYP

TRENCH WALL,
TYP

PIPELINE

TRENCH BKFL

SURFACE RESTORATION

PER PLAN

TRENCH WALL

PIPELINE
FG

UNDISTURBED SOIL

UNDISTURBED SOIL

ELEVATION PLAN

BENTONITE/SOIL MIX
BENTONITE/SOIL MIX 1'-6"
3'-0" 1'-0"
(E) SS
OR SD

NEW WATER MAIN PERPENDICULAR

TO SEWER OR STORM DRAIN

NEW WATER MAIN PARALLEL

TO SEWER OR STORM DRAIN
(E) SS
OR SD
1 2
6'

ZONE B,
SEE NOTE 2

PROHIBITED ZONE
ZONE C

PROHIBITED ZONE
ZONE D
ZONE A PROHIBITED ZONE 6" 12"
ZONE

PROHIBITED

REQUIREMENTS
(N) CONSTRUCTION IS PROHIBITED W/IN THIS AREA
(N) CONSTRUCTION W/IN THIS AREA SHALL HAVE PRIOR WRITTEN

APPROVAL FROM BOTH DDW & THE ENGR
A
(N) CONSTRUCTION W/IN THIS AREA SHALL BE DIP W/ COMPRESSION JTS OR PVC W/ RUBBER RING JTS (ASTM D3034) B
(N) CONSTRUCTION SHALL BE DIP, DR 14 PVC, OR HDPE (C906-99) & HAVE NO JTS W/IN 8 FT FROM EITHER SIDE OF SEWER MAIN C
(N) CONSTRUCTION SHALL BE DIP, DR 14 PVC, OR HDPE (C906-99) & HAVE NO JTS W/IN 4 FT FROM EITHER SIDE OF SEWER MAIN
D
℄

SEPARATION OF WATER MAIN FROM SEWER AND STORM DRAIN PIPELINES NOTES:

1. CONTRACTOR SHALL REPORT AREAS NOT SHOWN ON PLANS THAT REQUIRE WATER MAIN PLACEMENT W/IN ZONES A, B, C, OR D TO THE ENGR. THESE ZONES REQUIRE STATE WATER RESOURCES CONTROL BOARD, DIVISION OF DRINKING WATER APPROVAL PRIOR TO INSTALLATION.

2. ZONE B REQUIREMENTS DO NOT APPLY WHEN PARALLEL TO (E) STORM DRAIN. 4', TYP 4', TYP
NOTES:

1. THE TRENCH SHALL HAVE AT LEAST 0.25 FEET OF TEMPORARY COLD MIX ASPHALT BEFORE OPENING ROAD TO TRAFFIC.

2. FOR ITEMS NOT SHOWN, SEE ISSUED HUMBOLDT COUNTY ENCROACHMENT PERMIT.

3. ALL MATERIALS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS, CURRENT EDITION.

4. IF GROUNDWATER IS ENCOUNTERED DURING TRENCH EXCAVATION, ENGINEER

AND THE COUNTY DEPARTMENT OF PUBLIC WORKS SHALL BE CONSULTED FOR SITE SPECIFIC CORRECTIVE MEASURES.

5. HUMBOLDT COUNTY TYPE II BKFL SHALL BE USED IN MAJOR ROADS WHERE

PIPELINE IS PERPENDICULAR TO THE ROAD OR WHERE DESIGNATED ON THE PLAN. TYPE II BKFL MAY BE USED WITH ENGINEER APPROVAL AT OTHER LOCATIONS IN LIEU OF TYPE I BKFL.

6. INSTALL SLURRY MIX BKFL TO SURFACE. AFTER SLURRY MIX HAS SET SCALP OFF AS REQ'D TO INSTALL PERMANENT PAVEMENT.

7. FOR UNDERMINED OR DAMAGE TO ADJACENT PAVEMENT, REFER TO SPECS. 2 SACK CONCRETE SLURRY PER
SECTION 19-3.062 OF CALTRANS

STANDARD SPECIFICATIONS

PIPE BEDDING

SEE DETAIL

PERMANENT PAVEMENT,

REFER TO SPEC'S

TACK COAT, TYP

NEAT CUT W/ VERT
EDGE, TYP EA SIDE DEPTH VARIES 2'-6" MIN
(E) AC, SEE NOTE 7
6" MIN,
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C1.1

WESTHAVEN COMMUNITY SERVICES DISTRICT

CIVIL DETAILS
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 5 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION

HUMBOLDT COUNTY TYPE I BACKFILL
NTS
2 C1.1
CLASS "A1" BACKFILL DETAIL
NTS
1 C1.1

MULTIPLE PIPE TRENCH DETAIL
NTS
5 C1.1

PIPE BEDDING DETAIL
NTS
4 C1.1

TRENCH CUTOFF DETAIL
NTS
6 C1.1

SEPARATION OF WATER MAIN FROM SEWER AND STORM DRAIN PIPELINES NTS
7 C1.1

HUMBOLDT COUNTY TYPE II BACKFILL
NTS
3 C1.1
4/25/25
*
*

TEES-PLAN ALL BENDS-PLAN REDUCERS-PLAN

PLAN SECTION
NOTES:

1. THRUST BLOCKS SHALL BE PROVIDED @ ALL BURIED PIPE FTGS OF 4 IN Ø OR LARGER, UNO. THRUST BLOCK SIZE IS BASED ON PIPE SIZE, 150 PSI TEST PRESSURE, & SOIL BEARING OF 1200 LB/FT². DIM "L" IN TABLE 1 IS BOTH A VERT & HORIZ DIM, UNO. IF PIPE COVER IS LESS THAN 30 IN, INCREASE HORIZ "L" PROPORTIONALLY (I.E., INCREASED HORIZ "L" = (30"/DEPTH) x "L").

2. USE OF RESTRAINED FTG IN LIEU OF THRUST BLOCK MAY REQUIRE PIPE JTS TO BE RESTRAINED UP & DOWNSTREAM OF FTG. WHERE CONTR PROPOSES TO USE A RESTRAINED FTG IN LIEU OF A THRUST

BLOCK, CONTR SHALL COORDINATE W/ ENGINEER TO DETERMINE NUMBER OF PIPE JTS TO BE RESTRAINED.

3. THRUST BLOCKS SHALL BE INSTALLED IN PRESENCE OF OWNER OR THEIR REPRESENTATIVE.

FIRM UNDISTURBED
MATERIAL. CUT INTO

WALL AS REQ'D, TYP

ALL FTGS

KEEP CONC CLR

OF PIPE & JT, TYP

SIDE WALL

OF TRENCH
BOT OF
TRENCH

CONC ANCHORAGES REQ'D ON
8" & LARGER VALVES & SHALL BE
FULL WIDTH OF TRENCH PLUS 1
2 PIPE Ø, EA SIDE
#5 REINF. COAT

EXPOSED PORTION

W/ PORTLAND
CEMENT PASTE.

SEE VALVE

INSTALLATION

DETAILS FOR

COVER, WIRE &

EXTENSION

CONC THRUST

BLOCK, TYP
12" FORMED THRUST
WALL, #4 REBAR @ 15"

EW CENTERED

CAP OR PLUG ALL FITTINGS

VALVE INSTALLATION ELEVATION
2 PIPES IN COMMON

TRENCH FG
"L" 2 MIN
"L"
"L"
"L"
"L" "L" "L" "L" 2
"L"
"L" 2 "L" 2 "L" "L"
"L 2" MIN
"L" 2
45° MAX "L" 2

WHERE VERT BENDS ARE DIRECTED W/ THRUST TOWARD TOP OF TRENCH, BENDS SHALL BE INSTALLED PER THE FOLLOWING DETAIL. MIN ROD EMBED SHALL BE 30" FOR 12" & SMALLER PIPE & 36" FOR 14" & LARGER PIPE.

WHERE VERT BENDS ARE DIRECTED W/ THRUST TOWARD BOT OF THE TRENCH, BENDS SHALL

HAVE THRUST BLOCKS PER HORIZ BENDS EXCEPT CONC SHALL BEAR AGAINST TRENCH BOT.

VERT FTG THRUST BLOCKS

CY CONC FOR VERT FTGS (SEE DETAIL BELOW)
BEND
ANGLE
PIPE Ø

NOMINAL
PIPE Ø
INCHES
TEE,

WYE, OR
PLUG
90°
BEND
45°
BEND
22 1
2° BEND
11 1
4° BEND

REDUCER
(BASED ON
LARGEST Ø)
VALVE
STD THRUST BLOCK MIN DIM "L" IN INCHES
NOTES:

1. INCREASE ALL DIMS IN TABLE 1 BY 10% TO ALLOW FOR INCREASE IN PRESSURE TO 175 PSI.

FTGS

ELEVATION
TABLE 1
TABLE 2
11 1
4° 22 1
2° 45°
90°

REQUIRES

SPECIAL
DESIGN
STL RODS. TWO 5
8" Ø MIN.

ADD EXTRA ROD FOR EVERY
2 CY CONC OVER 4 CY.

COAT EXPOSED RODS W/
PORTLAND CEMENT PASTE.

CONC FOR GRAVITY
ANCHOR. VOLUME OF
CONC PER TABLE 2.
4"

0.2 0.4

0.8 1.4
6"

0.4 0.8

1.6 3.0
8"

0.7 1.4

2.8 5.1
10"

1.1 2.1

4.2 7.7
12"

1.5 3.0

5.9 10.9
14"

2.0 4.0

7.9 14.6
16" & OVER
4"
6"
8"
10"
12"
18 26
34 42
50 22
31 41
50 59
16 23
30 37
44 11
16 21
26 31
8 12
15 19
22 --
-- 17
21 25
--
-- 12
12 16 6" MIN
(N) 4" ELECTROMAGNETIC

FLG FM, GROUND PER MFR

RECOMMENDATION
(N) 4" Ø 12" LONG

FLG SPOOL

SS LOCK STRIKE
1 8" Ø NEOPRENE CONTINUOUS

BUMPER ALL AROUND
1 4" SUPPORT PLATE

WELDED TO FRAME

SS SPRING LIFTING MECHANISM

HEAVY DUTY FORGED

SS HINGES W/ SS PINS

AUTOMATIC HOLD OPEN ARM
1 4" ALUMINUM DIAMOND

PATTERN PLATE COVER,
SEE NOTE 3

REMOVABLE SQUARE

KEY WRENCH

SLAM LOCK REMOVABLE COVER PLUG
6" 6'-0"
3"
6"
1'X1'X2" SUMP & 2" SCH 80 PVC
DRAIN TO DAYLIGHT S=1.5%
(SHOWN OUT OF SECTION) 1'-8" 3'-2"
6" PIPE PENETRATION SHALL
HAVE 8" Ø BOREHOLE

CONDUIT PENETRATION
NOTES:

1. PROVIDE AND INSTALL APPROVED CONDUIT SEALING BUSHING AT LOCATION SHOWN.

2. (N) 1" C-MFR CABLE (JB : INTERTIE PUMP STARTER PANEL)

3. VAULT & LID SHALL BE H-20 TRAFFIC RATED.

4. ALL EXPOSED FITTINGS AND BOLTS INSIDE VAULTS SHALL BE SS.

SEE NOTE 1

JUNCTION BOX
(NEMA 3R)
SEE NOTE 2

AB BKFL COMPACTED
TO 95% RC SLOPE AWAY

FROM VAULT, TYP
(N) 6" X 4" FLG ECC RED,
TYP OF 2
(N) 6" FLG X RMJ GV,
TYP
6" MIN 3"
(N) FLG MOUNTED TYPE 3

PIPE SUPPORT, SEE
SET VAULT ON 4" THICK

SAND LEVELING COURSE
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C1.2

WESTHAVEN COMMUNITY SERVICES DISTRICT

CIVIL DETAILS
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 6 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION

SIZE MINIMUM BEND

RADIUS, R (FT)

MAXIMUM END

OFFSET, Z (FT)
4" 150 1.3
6" 215 0.9
8" 285 0.6
10" 350 0.5
NOTE:

1. TEST PRESSURE = 150 PSI. DEPTH OF BURY = 3 FT

2. TEE RESTRAINT LENGTH VALUES REFLECT THE LENGTH OF PIPE ALONG THE BRANCH WHERE ALL FITTINGS AND JOINTS SHALL BE RESTRAINED. THE RESTRAINT LENGTH ALONG THE BRANCH WAS CALCULATED ASSUMING 10 LF OF RESTRAINED JOINTS EACH WAY ALONG THE PIPE RUN, UNO.

RESTRAINED PIPE LENGTH ALONG THE BRANCH WILL CHANGE AS RESTRAINED LENGTH ALONG THE PIPE RUN CHANGES. CONTRACTOR SHALL SUBMIT CALCULATIONS TO ENGINEER FOR APPROVAL IF RESTRAINED PIPE LENGTH ALONG THE RUN IS GREATER THAN OR LESS THAN 10 LF.

TABLE 3
SIZE PIPE FITTING MIN. RESTRAINED PIPE

LENGTH (FT)
6" TEE 5
6" 90° ELB 19
6" 45° ELB 8
6" 11.25° ELB 5
6" CAP 60
4" TEE 5
4" 90° ELB 14
4" 45° ELB 6
4" 11.25° ELB 5
4" CAP 45
TABLE 3
TABLE 4

THRUST BLOCK DETAILS
NTS
1 C1.2

THRUST BLOCK TABLES
NTS
2 C1.2
PVC ALLOWABLE BENDING RADIUS 20' LENGTHS
NTS
4 C1.2

FLOWMETER VAULT
NTS
5 C1.2
C2.1
2 M2.1

RESTRAINT LENGTH TABLES FOR PIPE JOINTS AND FITTINGS
NTS
3 C1.2
4/25/25
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W (E)W (E)W
(E)W (E)W (E)W (E)W
(E)W
(E)W (E)W (E)W
(E)W
(E)W
(E)W (E)W (E)W
(E)W
(E)W (E)W (E)W
(E)W
(E)W
X
X
X
X 36" REDWOOD 36" REDWOOD 24" REDWOOD 16" REDWOOD 8" ALDER 10" ALDER 6" ALDER O/H O/H O/H O/H O/H O/H X X X X CP#87 (E) 8" Ø PVC W (E) GENERATORS (E) 4" Ø DIP W (E) 3/4" Ø PVC W (E) 2" Ø PVC PIPE TO ARV SEE NOTE 1. (E) WOODEN SHED (E) OFFICE & ELEC BLDG (E) TREATMENT BLDG (E) FENCE (E) BW TANK
(E) EQ TANK(E) FLOCCULATOR AND SETTLER
(E) 24" Ø HDPE PIPE
(E) 8" Ø PVC W TO TRINIDAD SEE NOTE 2 (E) FLOW LINE
(E) 4" Ø DIP W FROM FILTER (E) BW PIPE CITY OF TRINIDAD APN 515-121-018 HUMBOLDT COUNTY ROW CITY OF TRINIDAD APN 515-121-033 WILSON FAMILY TRUST APN 515-121-054 (E) 10' DBL GATE PL, TYP WESTHAVEN DR HUMBOLDT COUNTY ROW 210 208 210 212214 216 206 204
202
206
204 202 212 F/O F/O F/O F/O F/O F/O F/O F/O (E) 6' x 8' DOUBLE BOX SW CULVERT INV: 162.22 PAVED ROADWAY SURFACE, TYP (E) GATE (E) TELEPHONE LINE (E) 16" Ø CMP INV EL: 199.58 (E) 5' GATE & FENCE SECTION TO BE REMOVED (E) 5' DBL GATE (E) 16" Ø CMP INV EL: 208.37 (E) 16" Ø CMP INV EL: 205.68 O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
(E) AGGR BASE ROADWAY SURFACE, TYP ASSUMED LOCATION OF (E) F/O, SEE NOTE 3. SHEET DATE CKD DRN DES JOB NO. SIGNED BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. C2.0 WESTHAVEN COMMUNITY SERVICES DISTRICT WTP DEMO PLAN 2973.03 JCh JCh GFa TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT 4/25/25 PG 7 OF 28 0" 1" REVISIONS NO DATE DESCRIPTION 0 1 IN = 10 FT 10 20 NOTES: 1. LOCATIONS OF (E) UNDERGROUND UTILITIES & STRUCTURES AT TRINIDAD WTP ARE APPROXIMATED FROM GHD 2013 TRINIDAD WATER SYSTEM UPGRADE, CONTRACTOR TO VERIFY LOCATION BY POTHOLE PRIOR TO CONSTRUCTION, TYP. 2. LOCATION OF (E) 8" W IS SCHEMATIC. CONTRACTOR TO POTHOLE TO VERIFY LOCATION PRIOR TO ORDERING (N) TEE. 3. (E) F/O LOCATION ASSUMED BASED ON ABOVE GRADE MARKINGS. CONTRACTOR TO POTHOLE AND VERIFY LOCATION & DEPTH OF (E) F/O. 4/25/25
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W (E)W (E)W
(E)W (E)W (E)W (E)W (E)W
(E)W (E)W (E)W
(E)W
(E)W
(E)W (E)W (E)W
(E)W
(E)W (E)W (E)W (E)W
(E)W
X
X
X
X
36" REDWOOD
36" REDWOOD
24" REDWOOD
16" REDWOOD
8" ALDER
10" ALDER
6" ALDER

O/H O/H O/H O/H O/H O/H
X
X X
X
CP#87
(E) FENCE
(E) 8" Ø PVC W

TO TRINIDAD
SEE NOTE 2

CITY OF TRINIDAD
APN 515-121-018

HUMBOLDT COUNTY ROW

CITY OF TRINIDAD
APN 515-121-033
(E) 10' DBL GATE
(N) FLUSHING
HYDRANT APPROX 18 FT

OFF EP W/ TR, SEE &

PL, TYP

WESTHAVEN DR
210 208
210
212
214 216
206
204
202
206
204
202
212
1+00
2+00
3+00
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
1 C1.0
(E) 6' x 8' DOUBLE BOX SW CULVERT
INV: 162.22

PAVED ROADWAY

SURFACE, TYP
1 C1.2
(N) 6" GV,
SEE 2
C1.0
(E) TELEPHONE LINE
(E) 16" Ø CMP INV EL: 199.58
(E) 5' DBL GATE
2' MIN
(N) WATER QUALITY SAMPLE
STATION, SEE 6
C1.0
(N) IPS,
SEE SHT M2.0
DEEPEN (N) 6" Ø W AS REQUIRED

TO PASS UNDER (E) CULVERT W/
12" MIN CLEARANCE, SEE NOTE 5.
(E) 16" Ø CMP INV EL: 208.37
2+11
(N) 6' X 3' H-20

TRAFFIC RATED
VAULT, SEE 5
C1.2
(E) 16" Ø CMP INV EL: 205.68
SEE 1
C2.1
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
(E) AGGR BASE

ROADWAY

SURFACE, TYP
(E) 6" AC CURB
(N) 6" Ø C900 PVC W
CENTERED 1' INTO

PAVED PORTION OF

NORTHBOUND LANE, TYP

ASSUMED LOCATION OF (E)
F/O, SEE NOTE 3.

DEEPEN (N) 6" Ø W ALIGNMENT COVER AS

REQUIRED TO PASS UNDER (E) F/O LINE
W/ 6" MIN CLEARANCE, SEE NOTE 3.
(N) 6" Ø RMJ 90° ELB 1'±
R305'
(N) 6" Ø C900 PVC W
CENTERED 1' INTO

PAVED PORTION OF

NORTHBOUND LANE,
SEE NOTE 6
(E)W
(E)W
(E)W
36" REDWOOD
36" REDWOOD
24" REDWOOD
16" REDWOOD
8" ALDER
10" ALDER
6" ALDER

O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H

X X X X
X
X
X
(E) FENCE
CUT IN (N) 8"X6" Ø RMJ X FLG
TEE, SEE NOTE 2.
214
204
1+00
(N) 6" Ø RMJ 22.5° ELB
(N) 6" Ø FLG TEE
W/ 6" Ø FLG X RMJ 45° ELB
(N) 6" Ø RFMJA
(N) 2" Ø HDPE
(N) 6" Ø FLG TEE

W/ RMJA
(N) 6" Ø FLG X RMJ GV,
TYP OF 5
(N) BOLLARD,
TYP OF 3,
SEE
(N) IPS,
SEE SHT M2.0
(N) 6" Ø RMJ X FLG 90° DI ELB &
6" HDPE FLG, SEE SHT M2.0
(N) 2" PVC FLOOR DRAIN
W/ MIN 2% SLOPE TO

DAYLIGHT
5 C1.0
(E) 16" Ø CMP INV EL: 205.68
(N) 2" Ø PVC DRAIN
W/ MIN 2% SLOPE

TO DAYLIGHT
(N) 6" Ø PVC TO
2" Ø HDPE,
SEE SHT M2.0
(N) FENCE,
TYP
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
(N) FM VAULT,
SEE 5
C1.2
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C2.1

WESTHAVEN COMMUNITY SERVICES DISTRICT

INTERTIE PUMP STATION SITE PLAN
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 8 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION
0 1 IN = 10 FT
10 20
NOTES:

1. LOCATIONS OF (E) UNDERGROUND UTILITIES & STRUCTURES AT TRINIDAD WTP ARE APPROXIMATED FROM GHD 2013 TRINIDAD WATER SYSTEM UPGRADE,

CONTRACTOR TO VERIFY LOCATION BY POTHOLE PRIOR TO CONSTRUCTION, TYP.

2. LOCATION OF (E) 8" W IS SCHEMATIC. CONTRACTOR TO POTHOLE TO VERIFY LOCATION PRIOR TO ORDERING (N) TEE.

3. (E) F/O LOCATION ASSUMED BASED ON ABOVE GRADE MARKINGS.

CONTRACTOR TO POTHOLE AND VERIFY LOCATION & DEPTH OF (E) F/O PRIOR TO INSTALLING (N) W.

4. CONTRACTOR SHALL CONFINE ALL WORK ACTIVITIES TO HUMBOLDT COUNTY ROW AND CITY OF TRINIDAD PROPERTY.

5. TRENCHING THAT EXPOSES ANY CULVERT SHALL BE PERFORMED DURING THE DRY SEASON (JUNE 15 THROUGH OCTOBER 15). CONTRACTOR MAY ELECT TO

DIRECTIONALLY DRILL TO CROSS UNDER (E) CULVERT AT NO ADDITIONAL COST TO OWNER.

6. TYPE II BKFL & PIPE BELL RESTRAINTS SHALL BE USED BETWEEN STA 3+00 & 10+45.

LIMIT OF WORK
CLASS A1 BKFL, TYP TYPE I BKFL, TYP

LIMITS OF IPS

LIMIT OF IPS
1 1"=5' C2.1

IPS PLAN

TYPE I BKFL, TYP

TYPE II BKFL, TYP
STA 3+60 MATCHLINE SEE SHEET C3.0
4/25/25
X
X
X
X
X
X
X

O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H O/H
X
X

X X X X
X
X
X
CP#87
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W
(E)W (E)W (E)W
(E)W
W
W
W
W
W
W
W
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
A
C2.2
B
C2.2
(E) GATE TO REMAIN
(E) FENCE TO BE REMOVED
(E) FENCE POST

AND FTG TO REMAIN
(E) FENCE POST

AND FTG TO REMAIN
-8.2%
-17.6%
-16.4%
-14.0%
-8.0%
FILL SLOPE @ 2:1, TYP
EG 208.9±
EG 207.7±
EG 207.4±
EG 207.9±
FG/EG 208.6±
FG/EG 209.4±
FG/EG 210.3±
FG/EG 209.8±
-1.5%
210
215
207
208 209 211 212
213
214
216
205
203
204
206
207

CONTRACTOR SHALL GRADE TO

DRAIN AWAY FROM BUILDING, TYP
FG/EG 209.67
(N) FENCE POST
SEE NOTE 8 EG 209.9±
(N) FENCE POST
SEE NOTE 8
(N) BLDG
FF 210.10
TC 210.10
TC 210.10
TC 210.05
TC 210.05
FG 209.78
FG 209.85
FG 209.81
FG 209.77
FG 209.88
FG 209.93
(E) 16" Ø CMP
(E) 16" Ø CMP
(E) TREES, TYP,
SEE NOTE 17
ON SHT G1.1
SEE NOTE 9
200
205
210
215
220
200
205
210
215
220
0+00211.90+05211.50+10211.10+15210.70+20210.30+25209.90+30209.30+35208.40+40207.70+45207.30+50 (E) GRADE 8" MIN BTWN TOP OF CURB & EG
3' CONC
2' AB SHOULDER
@ S = 2.0% 2" MAX

1.5%
FILL SLOPE @ 2:1
(N) BLDG
FF 210.10

BLDG STRUCTURE, SLAB, AND

FOOTINGS ARE SHOWN FOR

COORDINATION PURPOSES
ONLY. SEE STRUC DWGS
8" MIN SEE NOTE 6
AB FILL COMPACTED TO 95%

RELATIVE COMPACTION

PER SPECIFICATIONS
200
205
210
215
220
200
205
210
215
220
0+00210.50+05210.30+10210.10+15209.90+20209.80+25209.50+30209.10+35208.70+40208.30+45207.90+50207.4 (N) BLDG
FF 210.10

BLDG STRUCTURE, SLAB, AND

FOOTINGS ARE SHOWN FOR

COORDINATION PURPOSES
ONLY. SEE STRUC DWGS
FILL SLOPE @ 2:1
(E) FENCE POST TO REMAIN
(E) FENCE POST TO REMAIN
FILL SLOPE @ 8.0%
8" MIN SEE NOTE 6
AB FILL COMPACTED TO 95%

RELATIVE COMPACTION

PER SPECIFICATIONS
(N) FENCE POST, TYP
SEE NOTE 8
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C2.2

WESTHAVEN COMMUNITY SERVICES DISTRICT
INTERTIE PUMP STATION – GRADING PLAN
2973.03
RTu TJo
RTu

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 9 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION
A
1" = 5' C2.2

SECTION
B
1" = 5' C2.2

SECTION
0 5 10
1 IN = 5 FT
GRADING NOTES:

1. CALL USA (811) TO LOCATE ALL UTILITIES 48 HOURS PRIOR TO ANY CONSTRUCTION.

2. SEE SITE PLAN AND STRUCTURAL DWGS FOR DIMENSIONS NOT SHOWN.

3. CONTRACTOR TO PROTECT TREES THAT ARE TO REMAIN. INSTALL SNOW FENCE AROUND THE TREE 10-FT± FROM TRUNK FOR TREES WITHIN THE PROJECT SITE THAT ARE TO REMAIN. AVOID DRIVING UNDER TREES WHERE POSSIBLE.

4. ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARIOUS THICKNESS OF BASE, PAVING AND CONCRETE IN PREPARING SUBGRADE.

5. GRADE SITE TO THE GRADES SHOWN. COMPACT FILL AREAS AND TOP 6" OF CUT AREAS TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D-1557.

IMPORT OR EXPORT AS NECESSARY. IT IS THE CONTRACTORS RESPONSIBILITY TO

REMOVE AND LEGALLY DISPOSE OF ANY EXCESS FILL MATERIAL AND WASTE GENERATED DURING GRADING AND CONSTRUCTION OPERATIONS.

6. ALL AREAS TO RECEIVE FILL ARE TO BE SCARIFIED A MINIMUM DEPTH OF 8", MOISTURE CONDITIONED, AND COMPACTED TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D-1557.

7. RESEED OR HYDROSEED ALL CUT AND FILL AREAS THAT ARE NOT SURFACED

WITH ASPHALT OR AGGREGATE BASE AFTER GRADING IS COMPLETED PER THE

DIRECTION OF THE OWNER

8. CONNECT NEW FENCE TO EXISTING FENCE. HARWARE, FABRIC AND HEIGHT TO MATCH EXISTING. FENCING SHALL MEET SPECIFICATIONS AND INSTALLATION REQUIREMENTS PER GREEN BOOK STANDARD SPECIFICATION SS 206-6 AND 304-3. SEE SHEET S1.3 DETAIL 2 FOR MORE INFORMATION.

9. CONTRACTOR TO PROTECT AND RETURN (E) REDWOOD LOGS AROUND SOUTH EDGE OF PUMP STATION.

HATCH LEGEND
(N) CONCRETE
(N) AB (4" MIN THICKNESS)
(E) AB ROAD

LINE LEGEND
EP
CONC

FLOWLINE

FENCE LINE

PHONE LINE

WATER LINE

OVERHEAD LINE
W
X
O/H
T
4/25/25
160
170
180
190
200
210
220
230
240
250
260
270
160
170
180
190
200
210
220
230
240
250
260
270
3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10+20 10+50 10+80 11+10 11+40 11+70 12+00 12+30 (E) 6' x 8' DOUBLE

BOX CULVERT

PROFILE SCALE
H: 1" = 30'
V: 1" = 10'

TYPE II BKFL

TYPE I OR TYPE II BKFL
(N) 6" Ø W,
3' COVER MIN

TRENCH CUTOFF,
TYP

TYPE II BKFL
12" REDWOOD
CP#82
CP#85
CP#86
(N) FLUSHING HYDRANT
APPROX 13' OFF EP W/ TR,
SEE
(E) 6' x 8' DOUBLE BOX SW CULVERT
INV: 159.75
1 C1.0
258
256
254
252
250
248
246
244
242
240
238
236
234
232
230
228 226 224
222
220
218
216
210 212
214 208
206
204
202
200
260
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00

WESTHAVEN DR

TRENCH CUTOFF, TYP,
SEE NOTE 2 & 6
C1.1 R600'

PL, TYP
(E) F/O MH
(N) 6" Ø GV W/ H-20 TRAFFIC RATED BOX,
TYP OF 2, SEE 2
C1.0
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H

O/H O/H O/H O/H
O/H
O/H
O/H
O/H
O/H
(E) 6" AC CURB
(N) 6" Ø W 1' INTO PAVED PORTION
OF NORTHBOUND LANE, TYP, SEE NOTE 1
(N) 6" Ø W ALIGNMENT TO PASS OVER (E) BOX CULVERT
W/ 12" MIN CLEARANCE.

R500' R330'
TRANSITION (N) 6" Ø W TO

SOUTHBOUND LANE
END (E) 6" AC CURB
(N) 45° ELBOWS FULL WIDTH TRENCH PATCH
BETWEEN STA 10+15 & 10+43
(N) 6" Ø W 1' INTO PAVED PORTION
OF SOUTHBOUND LANE, TYP, SEE NOTE 2
SEE NOTE 4
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C3.0

WESTHAVEN COMMUNITY SERVICES DISTRICT
WESTHAVEN DR STA 3+60 TO STA 12+30
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 10 OF 28
0" 1"

REVISIONS
NO DATE DESCRIPTION STA 3+60 MATCHLINE SEE SHEET C2.1 STA 12+30 MATCHLINE SEE SHEET C3.1 1" = 30'
WESTHAVEN DR STA 3+60 TO 12+30
NOTES:

1. TYPE II BKFL & PIPE BELL RESTRAINTS SHALL BE USED BETWEEN STA 3+00 & 10+45

2. CONTR MAY ELECT TO USE TYPE II BKFL BETWEEN STA 10+45 & 21+37 IN PLACE OF TRENCH CUTOFFS ABOVE PIPE BEDDING ZONE.

3. CONTRACTOR SHALL PROTECT ALL (E) FEATURES IN PLACE,
INCLUDING TREES, STUMPS, ETC UNO. NOT ALL TREES AND
VEGETATION ARE SHOWN.

4. CONTRACTOR TO ANTICIPATE POTENTIAL GROUND WATER IN THIS AREA.
4/25/25
CP#83
CP#84
(N) 6" Ø W 1' INTO PAVED PORTION

OF SOUTHBOUND LANE, TYP
258
256
254 324
322 320 318316
314
312
310
306
308 302 304
300
298
296
294
292
290
288
286
284
282
280
278
276
274
272
270
268
266
264
262
260
12+00
13+00
14+00
15+00
16+00
17+00
18+00 WESTHAVEN DR
(E) 36" Ø SW CMP INV ELEV: 257.38
(E) 36" Ø SW CMP INV ELEV: 230.62
(N) 6" Ø W TO PASS OVER (E) CULVERT
W/ 12" MIN CLEARANCE. NO JOINTS
WITHIN 8' OF CULVERT, SEE 7
C1.1

TRENCH CUTOFF, TYP,
SEE NOTE 1 & 6
C1.1
R600'
R600'
R300'
R300'
R450'
GV W/ H-20 TRAFFIC RATED BOX,
(E) F/O MH
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H

O/H O/H
O/H
O/H
O/H
O/H
, TYP, SEE NOTE 2
240
250
260
270
280
290
300
310
320
330
240
250
260
270
280
290
300
310
320
330
12+30 12+60 12+90 13+20 13+50 13+80 14+10 14+40 14+70 15+00 15+30 15+60 15+90 16+20 16+50 16+80 17+10 17+40 17+70 18+00 18+30 18+60 18+90 (E) 36" Ø SW CMP

PROFILE SCALE
H: 1" = 30'
V: 1" = 10'

TYPE I OR TYPE II BKFL
(N) 6" Ø W,
3' COVER MIN

TRENCH CUTOFF,
TYP
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C3.1

WESTHAVEN COMMUNITY SERVICES DISTRICT
WESTHAVEN DR STA 12+30 TO STA 18+90
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 11 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION
STA 12+30 MATCHLINE SEE SHEET C3.0 STA 18+90 MATCHLINE SEE SHT C3.2 1" = 30'
WESTHAVEN DR STA 12+30 TO 18+90
NOTES:

1. CONTR MAY ELECT TO USE TYPE II BKFL BETWEEN STA 10+45 & 21+37 IN PLACE OF TRENCH CUTOFFS ABOVE PIPE BEDDING ZONE.

2. CONTRACTOR SHALL PROTECT ALL (E) FEATURES IN PLACE,
INCLUDING TREES, STUMPS, ETC UNO. NOT ALL TREES AND
VEGETATION ARE SHOWN.
4/25/25
7' REDWOOD CLUSTER
X X X
CP#78
CP#79
(N) 6" Ø W 1' INTO PAVED PORTION

OF SOUTHBOUND LANE, TYP
344
342
346 348
348
346 344 342 340338 336 334 332 330
328
19+00
20+00
21+00 22+00
23+00
24+00
25+00
26+00

WESTHAVEN DR

TRENCH CUTOFF, TYP,
SEE NOTE 1 & 6
C1.1
LOCATE (N) 2" CAV AT HIGHEST

POINT IN PIPE ALIGNMENT, SEE
(E) HEDGE
(N) FLUSHING HYDRANT
APPROX 20' OFF EP W/ TR,
SEE
R700'
1 C1.0
(N) 6" Ø GV W/ H-20 TRAFFIC RATED
BOX, TYP OF 2, SEE OLD WAGON RD
(E) AGGR BASE D/W
3 C1.0
(E) F/O MH
2 C1.0
(E) MAILBOX
(N) 2" Ø GV W/ H-20 TRAFFIC RATED BOX,
SEE 2
C1.0
O/H
O/H
O/H
O/H

O/H O/H O/H O/H O/H O/H

O/H O/H O/H O/H
O/H
O/H
O/H
310
320
330
340
350
360
310
320
330
340
350
360
18+90 19+20 19+50 19+80 20+10 20+40 20+70 21+00 21+30 21+60 21+90 22+20 22+50 22+80 23+10 23+40 23+70 24+00 24+30 24+60 24+90 25+20 25+50 25+80 26+10 26+40

PROFILE SCALE
H: 1" = 30'
V: 1" = 10'

TYPE I OR TYPE II BKFL TYPE I BKFL
(N) 6" Ø W,
3' COVER MIN

TRENCH CUTOFF,
TYP
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C3.2

WESTHAVEN COMMUNITY SERVICES DISTRICT
WESTHAVEN DR STA 18+90 TO 26+40
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 12 OF 28
0" 1"

REVISIONS
NO DATE DESCRIPTION STA 18+90 MATCHLINE SEE SHEET C3.1 STA 26+40 MATCHLINE SEE SHEET C3.3 1" = 30'
WESTHAVEN DR STA 18+90 TO 26+40
NOTES:

1. CONTR MAY ELECT TO USE SLURRY BACKFILL BETWEEN STA 10+45 & 21+37 IN PLACE OF TRENCH CUTOFFS ABOVE PIPE BEDDING ZONE.

2. CONTRACTOR SHALL PROTECT ALL (E) FEATURES IN PLACE,
INCLUDING TREES, STUMPS, ETC UNO. NOT ALL TREES AND
VEGETATION ARE SHOWN.
4/25/25
1 C3.3
60" REDWOOD
72" STUMP
72" STUMP
10' REDWOOD CLUSTER
60" STUMP
16" TREE
CP#80
CP#81
(E) FIRE HYDRANT
TIE IN TO (E) 4" Ø C900 PVC W
SEE & NOTE 2
(E) 4" Ø C900 PVC W
(N) 6" Ø W 1' INTO PAVED PORTION

OF SOUTHBOUND LANE, TYP
(N) 6" Ø W TO PASS OVER (E) SW CULVERT
W/ 12" MIN CLEARANCE. NO JOINTS
WITHIN 8' OF CULVERT. SEE 340
338
336
334
332
332
334
336
338
340
32+07
27+00
28+00
29+00
30+00
31+00 32+00
7 C1.1

WESTHAVEN DR
(E) 18" Ø SW CMP INV ELEV: 324.50
(E) 18" Ø SW CMP INV ELEV: 322.58

TRENCH CUTOFF,
TYP, SEE 6
C1.1 R285' R300'
R400' OLD GROWTH

REDWOOD STUMP
(E) F/O MH, TYP
(N) 2" BLOWOFF,
SEE 2
C3.3
(N) WATER QUALITY SAMPLE
STATION, SEE 6
C1.0
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H
O/H

O/H O/H
O/H
APPROX 20'
(N) 6" Ø W
REMOVE (E) 4" Ø MJ CAP
(E) 4" Ø GV,
TYP OF 2
(E) FH
(E) 4" Ø C900 PVC W
(N) 6" Ø RMJ 45° ELB,
TYP OF 2
(N) 4" x 6" RMJ ECC RED

TRINIDAD

WESTHAVEN CSD
300
310
320
330
340
350
300
310
320
330
340
350
26+40 26+70 27+00 27+30 27+60 27+90 28+20 28+50 28+80 29+10 29+40 29+70 30+00 30+30 30+60 30+90 31+20 31+50 31+80 32+10 (E) 18" Ø SW CMP

PROFILE SCALE
H: 1" = 30'
V: 1" = 10'

TYPE I OR TYPE II BKFL
TIE IN TO (E) 4" Ø C900 PVC W
SEE 1
C3.3
(N) 6" Ø W,
3' COVER MIN

TRENCH CUTOFF, TYP
2-21-23
24"± LONG

BRASS NIPPLE

BRASS ELB OR SMOOTH

BEND, IF REQ'D
HDPE

PLASTIC CAP
UTILITY BOX, SEE NOTE 2
12"x12"x3 1
2" CONC SUPPORT

WATER MAIN
6" RMJ X FLG TEE

BLOW OFF VALVE
NOTES:

1. PIPING Ø & LENGTH FOR BLOWOFF SHALL BE AS SHOWN ON DWGS

2. CONC METER BOX SHALL BE CHRISTY B30, COOK NO. 1.5 W/ TRAFFIC RATED LID

OR EQUAL

3. REFER TO SPEC'S FOR LOCATION OF WIRE.

NPTxCOMPRESSION

TRANSITION CPLG,
TYP OF 2
BRASS 90° ELB 6"
6"
2'-0" MIN IF @

TOP OF BANK

PEA GRAVEL OR

CRUSHED ROCK W/

HARDWARE CLOTH
2 1"=1'-0" C3.3

BLOWOFF INSTALLATION

LOCATION WIRE, PLACE
1" BELOW BOX COVER

LOCATION WIRE,
SEE NOTE 3 6"

BRASS RISER
6" X 2" COMPANION
FLG
6" FLG GV
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

C3.3

WESTHAVEN COMMUNITY SERVICES DISTRICT
WESTHAVEN DR STA 26+40 TO STA 32+10
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 13 OF 28
0" 1"

REVISIONS
NO DATE DESCRIPTION STA 26+40 MATCHLINE SEE SHEET C3.2

CONNECTION DETAIL
NTS
1 C3.3
1" = 30'
WESTHAVEN DR STA 26+40 TO 32+10
NOTES:

1. CONTRACTOR SHALL PROTECT ALL (E) FEATURES IN PLACE,
INCLUDING TREES, STUMPS, ETC UNO. NOT ALL TREES AND
VEGETATION ARE SHOWN.

2. COORDINATE W/ WCSD PRIOR TO CONSTRUCTION OF TIE-IN.
4/25/25
X X X X X X X X X X X X X X X TO TRINIDAD SEE SHT C2.1 FOR CONTINUATION M2.1 A
M2.1 B(N) 3R ENCLOSURE
M2.1 C X X (N) FENCE POST, TYP OF 2 (N) FENCE SECTION TO MATCH (E), TYP (N) FIRE EXTINGUISHER EDGE OF AB D/W (N) 2" Ø SS PENETRATIONS, TYP OF 2 (N) CONC SPLASH PAD (E) TELEPHONE LINE
(N) 6" FLG X RMJ 90° DI ELB
(N) 2" Ø HDPE
(N) 6" RFMJA
(N) 6" Ø W TO BE RESTRAINED FOR 40 FT FROM ADAPTER (N) BOLLARD, TYP, SEE TO WESTHAVEN CSD SEE SHT C2.1 FOR CONTINUATION (N) 2" Ø PVC DRAIN TO ROADSIDE DITCH TRANSITION TO CISP PRIOR TO DAYLIGHTING IN DITCH, ATTACH SS INSECT SCREEN W/ HOSECLAMP AT END OF DRAIN PIPE (N) HDPE 4" X 2" ECC RED (N) 2" Ø BUTT WELDED HDPE (N) HDPE 6" FLG (N) PUMP (N) 2" Ø PVC DRAIN TO ROADSIDE DITCH (N) 2" Ø THRD BRASS CV (N) 2" Ø PVC TEE, TYP (N) 2" CAV (N) TYPE 4 PS, TYP, SEE 3M2.1 (N) 2" Ø PVC ELB, TYP 5C1.0 (N) HDPE 6" X 4" ECC RED (N) HDPE 6" FLG ADAPTER
(N) 2" X 12" SPIGOT X SR FIPT RED BUSHING TO PRESSURE GAUGE, TYP OF 2 36" REDWOOD (N) PRESSURE STATION, TYP OF 2, SEE 4M2.1 (N) HDPE 6" X 4" ECC RED (E) FENCE POST TO REMAIN (N) ELECTRICAL PANELS SEE ELEC DWGS (N) HDPE 4" X 2" ECC RED V1 V2 V3 V4 V5 FLOOR PENETRATION, TYP PUMP PRV LINE TO WALL PENETRATION CAV LINE TO WALL PENETRATION SHEET DATE CKD DRN DES JOB NO. SIGNED BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. M2.0 WESTHAVEN COMMUNITY SERVICES DISTRICT INTERTIE PUMP STATION MECHANICAL 2973.03 JCh JCh GFa TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT 4/25/25 PG 14 OF 28 0" 1" REVISIONS NO DATE DESCRIPTION 3/4"=1' INTERTIE PUMP STATION PLAN VIEW PUMPING TO WCSD PUMPING TO TRINIDAD VALVE CLOSED (SEE TABLE) FLOW LEGEND 1 NTS M2.0 ISO VIEW 4/25/25
2'-0"

CLR MIN
V3 V2
V5
V4
(N) 2" Ø BUTT WELD HDPE

FLOOR PENETRATION
(N) 2" CAV
(N) 2" Ø THRD

GLOBE VALVE
(N) 2" Ø VAN STONE FLG
CONNECT TO 2" Ø HDPE FLG
(N) 2" Ø SCH 80

PVC TEE
(N) 2" Ø THRD

BV, TYP
(N) TYPE 4 PS,
SEE
(N) 2" Ø 6" THRD X PE
SCH 80 PVC NIPPLE,
TYP
(N) 2" Ø THRD

PVC ADAPTER
3 M2.1
(N) 2" Ø THRD
PRV
(N) 2" Ø SCH 80
PVC 90° ELB, TYP
(N) 2" Ø SCH 80

PVC UNION
6" HOUSEKEEPING PAD

SEE STRUCT
(N) 2" Ø BUTT WELD HDPE,

TYP FOR FLOOR PENETRATIONS
(N) 2" Ø SCH 80 PVC,
TYP
(N) 2" Ø PVC UNION
V1
(N) 2" Ø THD SS ELB

W/ SS INSECT SCREEN,
TYP OF 2
(N) CONC
SPLASH
PAD
(N) 2" VAN STONE FLG
CONNECT TO 2" HDPE FLG

SEE FOR ALL

PIPE PENETRATIONS,
TYP
8 S1.1
(N) 2" Ø PVC TEE,
TYP
(N) 2" Ø PVC UNION,
TYP OF 2
(N) 2" Ø THRD CV
2'-0"
CLR MIN 6"
(N) 5 HP PUMP
(N) TYPE 4 PS,
TYP, SEE 3
M2.1
V1
(N) 1
1 4" Ø CLASS 150 SCH 80 CPVC VAN STONE FLG
4" LENGTH 1
1 4" Ø SCH 80 CPVC NIPPLE W/ 1
1 4" X 2"
SOCKET X SOCKET COUPLING, TYP OF 2
(N) 2" Ø THRD X PE CPVC
6" NIPPLE
(N) 2" X 1
2" SPIGOT X SR FIPT

RED BUSHING TO PRESSURE
STATION, TYP OF 2

CHANNEL MOUNTED ON CONC,

MASONRY OR STL COL

CLAMPS, BOLTS & NUTS

OR PIPE STRAPS

USE INSULATOR ON CU PIPING

SS ADH AB, SIZE & NUMBER AS SHOWN
OR AS REQ'D BY LOADING. TWO MIN,
LOCATE TO MISS REINF. AS REQ'D
1 NTS M2.1
PIPE SUPPORT - TYPE 2 LENGTH AS REQ'D

CONC SLAB
1 5
8" FRP POST BASE
SS ADH AB TO FIT HOLES.
1 2" Ø MIN, W/ 4" MIN

EMBED, UNO
1 5
8" FRP STRUT
CLAMP PER TYPE 2 PIPE SUPPORT
3 NTS M2.1
PIPE SUPPORT - TYPE 4 5'-0" TO FF
1 2" x 14" BRASS BUSHING,
1 4" BRASS BV, 14" NIPPLES &

GOOSENECK CU DRAIN
1 2" x 14" BRASS BUSHING, 14" BRASS BV, 1
4" BRASS NIPPLES
& 1
4" UNION, TYP OF 3
1 2" CU PIPE
1 2" BRASS BV
1 2" CU TEE
1 2" CU 90° ELB
1 2" CU CROSS
0-200 PSI PRESSURE

GAUGE PRESSURE TRANSDUCER
PRESSURE SHUTDOWN SWITCH.

SET LOW PRESSURE @ 20 PSI &
HIGH PRESSURE @ 160 PSI
4 1"=1'-0" M2.1
PRESSURE STATION DETAIL M2.0

ADJUSTABLE PIPE

SADDLE SUPPORT, UNO
SS ADH AB W/ 4" MIN

EMBED, UNO

BASE STAND

SIZED FOR STEM
NOTES:

1. PIPE SUPPORTS SHALL BE GALVANIZED.

PIPE
2 NTS M2.1
PIPE SUPPORT - TYPE 3
SINGLE
SHEET
DATE
CKD
DRN
DES JOB NO.

SIGNED

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES
ACCORDINGLY.

M2.1

WESTHAVEN COMMUNITY SERVICES DISTRICT

INTERTIE PUMP STATION SECTIONS
2973.03
JCh JCh
GFa

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
4/25/25 PG 15 OF 28
0" 1"

REVISIONS

NO DATE DESCRIPTION
A
1" = 1' M2.1
SECTION M2.0 B
1" = 1' M2.1
SECTION M2.0
VALVE

VALVE POSITION

PUMPING TO WCSD GRAVITY FLOW TO

TRINIDAD

PUMPING TO

TRINIDAD
1 O X X
2 X X O
3 O X X
4 X X O
5 O X O
NOTES:

X = CLOSED VALVE
O = OPEN VALVE

PUMPING TO WCSD

PUMPING TO TRINIDAD

VALVE CLOSED (SEE TABLE)

FLOW LEGEND
C
1" = 1' M2.1
SECTION M2.0
4/25/25
Adopted Building Codes 2022 California Building Code
Risk Category IV
Foundation Design Data
Allowable Bearing: 1,500 psf per CBC Table 1806.2
Class 5 Material (Assumed) Contact
Engineer if unsuitable soils are
encountered at foundations.

Roof Live Load: 20 psf or 300 pound concentrated point load Wind Design Data
Basic Design Wind Speed: Vult = 103 mph
Allowable Design Wind Speed: Vasd = 80 mph
Exposure Category: C
Internal Pressure Coefficient: GCpi= +0.18/-0.18
Earthquake Design Data
Seismic Importance Factor: Ie = 1.50
Site Class: D (Default)
Acceleration Parameters: Ss = 2.715 S1 = 1.087 SDS = 2.168 SDI = 1.85 Seismic Design Category:

F
DATE
CKD
DRN
DES JOB NO.

SIGNED
SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY
Plot Date:File Name:
4/24/2025 12:11:36 PMC:\REVIT Local\2973.03_S_Trinidad-Westhaven Emergency Intertie Project_JCo L23.rvt JCo
JFa 4/25/2025
S1.0
2973.03
SWi
PG 16 OF 28

STRUCTURAL GENERAL NOTES

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

1. 2022 California Building Code, Volumes 1 & 2 (CBC)

2. 2022 California Electrical Code (CEC)

3. 2022 California Mechanical Code (CMC)

4. 2022 California Plumbing Code (CPC)

5. 2022 California Energy Code

6. 2022 California Fire Code

7. 2022 California Green Building Standards Code

8. 2022 California Administrative Code

1. This Building is limited in use to the occupancy type shown in the Code Analysis. Any changes in use/occupancy requires review and approval by the engineer of record
and the authority having jurisdiction.

2. All required exit doors shall be operable from the inside without the use of a key or any special knowledge or
effort. Both the dead bolt and the latch must retract with a single-hand motion per CBC 1010.1.9.

3. Provide one 2-A, 10BC minimum rated, dry chemical fire extinguisher for each 3000 square feet of floor space or portion thereof. The maximum travel distance to any fire extinguisher shall not exceed 75 feet. Mount fire
extinguisher so that the top is no more than 48" above the finish floor.

APPLICABLE CODES & REGULATIONS:

GENERAL NOTES:

Occupancy: FI (Moderate Hazard Factory Industrial)
Construction Type: Type V-B, Non-Sprinklered
Basic Allowable Area: 8,500 sf
Actual Building Area: 81 sf
Allowable Height: 40 ft, 1 Story
Actual Height: 11 ft, 1 Story
Occupant Load Factor: 100
Occupants: 81/100 = 0.81 ~ USE (1)

CODE ANALYSIS
Exit Sizing (CBC 1005.3.2): 0.2 inch per occupant
Exit Width Required: 1.0 occupants x 0.2" = 0.2"
Exit Width Provided: 36" at each exit
Number of Exits Req'd: Group F, Occupant Load < 50,
(CBC 1006.2.1) Non-Sprinklered,
Travel Distance < 75 ft
1 exit req'd from ea space,
exit signage not req'd.

Exits Provided: (1) Exit from Pump Station Bldg
All exits are accessible means of egress.

EXIT ANALYSIS
STRUCTURAL DESIGN LOADS:

All construction shall conform the 2022 California Building Code and all other applicable codes, ordinances, laws and provisions set forth in these Construction Documents. The Construction Documents are considered to be, but not limited to, the plans and specifications, notifications, change orders, addendums, clarifications and instructions. Any construction that does not comply with the Construction Documents shall be subject to rejection by the Engineer.

GENERAL REQUIREMENTS:

CONTRACTOR REQUIREMENTS:

Dimensions shall be checked by the Contractor prior to construction between the structural plans and other plans. Verify existing dimensions prior to construction. Discrepancies shall be brought to the immediate attention of the Engineer for resolution.

Temporary bracing of the building during construction is the responsibility of the Contractor. Such bracing shall account for material stockpile loads, removal of existing support and loads, from equipment and methods employed during construction. The building shall also be adequately braced to withstand any wind loads, seismic, and snow loads which might occur during construction until the permanent structural framing system, including but not limited to all diaphragms, shear walls, bracing, etc is completed
STRUCTURAL REVIEWS AND INSPECTIONS:

Testing and Inspection requirements are presented in the SCHEDULE OF SPECIAL INSPECTIONS AND TESTS.

The Contractor shall notify the Engineer at least 2 days in advance of any construction activity which requires inspection. Failure of the Engineer to inspect the work when required due to lack of notification will be cause for the Engineer to be relieved of all liability associated with the work.

FOUNDATION NOTES:

Foundations have been designed according to 2022 CBC Chapter 18 Presumptive Load Bearing Values of Soils. The maximum allowed bearing pressure is 1,500 psf for dead load plus live load per CBC Table 1806.2. See Schedule of Special Inspectsion and Tests for soil Special Inspection and Testing requirements.

FIRE HAZARD SEVERITY ZONE: MODERATE
RESPONSIBILITY AREA: STATE
ROOF COVERING: CLASS A
EXTERIOR WALL COVERING: NONCOMBUSTIBLE

WILDFIRE EXPOSURE

REVISIONS

NO DATE DESCRIPTION
4/24/25
D D
d
d
180º HOOK
90º HOOK
NOTE:

D = 6d FOR #3 THRU #8 BARS
D = 8d FOR #9, 10, 11 BARS

EXTENSION

GREATER OF
4d AND 2-1/2" 12d EXTENSION

STANDARD REBAR HOOKS
NTS
1' - 6" MIN

PLUS PIPE DIA'S

WIDTH OF FTG
MIN
4"
1 2

BACKFILLED
TRENCH

NO PIPE OR TRENCH IS PERMITTED BELOW
THIS LINE. CONTRACTOR IS TO DETERMINE

DEPTH AND LOCATION OF TRENCH AND

ADJUST FOOTING DEPTH AS REQUIRED

PIPES OUTSIDE FOOTING
LINE BEGINS 9"

ABOVE BOTTOM

OF FOOTING

PIPES UNDER FOOTING PIPES WITH FOOTING

LEAN CONC

BACKFILL OR

FOOTING CONC
6 " 3" MIN MIN 1 1/2"
6" MIN H

2x DIA MIN 2x DIA MIN
H/3 MAX
3" CLR MIN
6" MIN 4" MIN

PIPES PARALLEL TO FOOTINGS
NTS

PIPES UNDER FOOTING PIPES IN FOOTING AND UNDER SLAB

MASONRY
WALL

SAND BEDDING AND

BACKFILL UNDER SLAB
PIPES MUST BE SPACED 3 Ø'S ON
CENTER OR MORE. EXCEPT 2 Ø'S

MIN IN FINE SAND BACKFILL

WOOD FRAME
WALL

FOR TIGHTLY SPACED

GROUP OF CONDUITS, THE

ENGINEER MUST BE

CONSULTED REGARDING
PLACEMENT OF CONDUITS 1' - 6" MIN "T"
6" MIN
TYP
d/2, 3" MIN,
6" MAX
d
2x Ø*
MIN

FOOTING REBAR TO

BE CONTINUOUS

WHEN DEPTH OF
BLISTER EXCEEDS 3' - 6"

USE STEPPED FOOTING

FTG CONC OR LEAN CONC
FILL, EXTEND 2'-0" MIN

BEYOND EXTERIOR FACE OF

FTG FOR TRENCH CUT-OFF
6" MIN ABOVE

AND BELOW

PIPE TYP
t/3 IS MAX SIZE

SLEEVE IN

FOOTING TYP
NOTES:

1. *Ø IS AVERAGE Ø OF PIPES

2. PROVIDE 1/2" COMPRESSIBLE MATERIAL
AROUND PIPE THRU FOOTING. SEAL

EXTERIOR SIDE W/ POLYURETHANE

SEALANT PER

PIPES PERPENDICULAR TO FOOTINGS
NTS
8 S1.1

UTILITY TRENCH
REINF
LOCATION #3
OTHER
TOP
B
22 28
#4 #5 #6 #7 #8
37 29
47 36
56 43
81 63
93 72
OTHER
TOP
19 24
25 32
#3 #4
54 70
37 48
31 40
62 80
#7#6#5 #8

SPLICE LENGTH TABLE (IN)
NOTES:

1. TOP REINFORCEMENT IS HORIZONTAL REINFORCEMENT
LOCATED SUCH THAT MORE THAN 12 INCHES OF FRESH
CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.

B
B
#8#5 #6 #7
86 66
43 33
52 40
75 58
#4#3
SPLICE
CLASS
35 27
27 21
TOP
OTHER
Fc' = 3000 PSI CONC
Fc' = 4000 PSI CONC
Fc' = 3500 PSI CONC
SPLICE
CLASS
SPLICE
CLASS
REINF

LOCATION
REINF

LOCATION
s

CONCRETE SPLICE TABLE
NTS

SLAB EDGE

SEE CIVIL
1' - 0"
10"
#4 @ 18" OC
#4 CONT T&B
1' - 6"

PIPE PENETRATION

SEE MECH

CONC SLAB
REMOVE TOP OF FOAM @

SCORE AND PROVIDE

POLYURETHANE SEALANT IN
TROUGH. PROVIDE FILLET

PROFILE, TYP

WRAP PIPE W/ FOAM TAPE
1/2" MIN THICKNESS - 6"

WIDE WHITE CAP

POLYFORM OR EQUAL
't'/4
1/8" WIDE SAWCUT (OR

TOOLED JOINT)

SLAB ON GRADE &

SUBGRADE PER

FOUNDATION PLAN

REINF BARS TO

TERMINATE AT JOINT

PRESUMED CRACK
NOTES:

1. CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL
DIVIDE SLAB INTO AREAS NOT EXCEEDING 225 SQ. FT.

WITHOUT REENTRANT CORNERS.

2. LENGTH-TO-WIDTH SHALL NOT EXCEED 1 1/2 TO 1.

3. JOINT SPACING SHALL NOT EXCEED 15 FEET IN EITHER
DIRECTION.

4. CONTRACTOR TO CLEARLY MARK REBAR TERMINATIONS IN
ORDER TO LOCATE SAWCUT.

5. SAWCUT AS SOON AS CONCRETE IS SET-UP ENOUGH TO
SAW PER ACI 302.1R.
'T'
3/4" MIN
1 1/2" MAX

REINF PER
PLAN

CONC DOBIES W/ WIRE
TIES, SPACED 4'OC EW
3" CLR

VAPOR BARRIER

PER PLAN
4" AB
1 1/2" CLR
MIN

SLAB-ON-GRADE

SEE PLAN

CONCRETE WALL

MIN FTG THICKNESS

SHOWN ON PLANS
1 10 MIN
WHEN SLOPE EXCEEDS 10%

USE STEPPED FOOTING, SEE

PER PLAN
"T" MIN
12 S1.1

TYP SLOPED FOOTING
NTS
6" MIN
H=24"
MAX
12" MIN
H/3 MIN
GREATER OF 12
BAR DIA. & 8"

FOOTING HORIZONTAL
REINF.

FINISH
GRADE

CONCRETE STEM WALL

IF OCCURRING
H=24"
MAX
PER
PLAN
REINF

PER PLAN
2H MIN
GREATER OF 12
BAR DIA. & 8"

TYP STEPPED FOOTING
NTS
NOTES:

1. INSTALLATION SHALL BE IN ACCORDANCE W/ MFRS ICC REPORT (ESR-4868 FOR HILTI & ESR-2508 FOR SIMPSON) & INSTALLATION INSTRUCTIONS.

2. SPECIAL INSPECTION IS REQ'D DURING INSTALLATION.

3. MINIMUM BOLT EMBEDMENT & EDGE DISTANCE SHALL BE AS SHOWN ON THE DWGS.

4. THRD ROD SHALL BE ASTM A36, ASTM F1554 GR 36 OR ASTM A193 GR B7 UNO ON DWGS. WHERE EXPOSED TO WEATHER OR WET CONDITIONS, USE HDG OR SS ANCHORS. WHERE SS IS USED, ANCHORS SHALL BE ASTM A193 GR B8 (TYPE 304) OR GR B8M (TYPE 316).

5. EXISTING REINF STEEL SHALL BE LOCATED PRIOR TO ADH ANCHOR INSTALLATION.

HILTI HIT HY - 200 ADH SIMPSON SET - 3G ADH

ADHESIVE ANCHOR INSTALLATION TABLE
5/81/23/8 7/83/4 1
ROD &
REBAR Ø
DRILL
BIT Ø
ROD
REBAR Ø
3/8 5/81/2 7/83/4 1

MAXIMUM ROD

INSTALLATION

TORQUE (FT-LBS)
7/16
1/2
15 9/16
5/8
30 3/4
3/4
60 7/8
7/8
100
1 1
125
1 1/8
1 1/8
150
1/2
1/2
10 5/8
5/8
20 3/4
3/4
30 7/8
7/8
45 1
1 60
1 1/8
1 1/8
80 ADHESIVE ANCHOR INSTALLATION
NTS
1/2" MAX TOP OF

SIDEWALK
TOP OF

THRESHOLD
1/2" PRE-MOLDED

EXP JT, TYP
SILL

HEAD (JAMB SIMILAR)
DOOR THRESHOLD: SET IN
POLYURETHANE JT. SEALANT
FRAME
WALL
POLYURETHANE JT.

SEALANT

DOOR CLOSER

EXTERIOR SURFACE
POLYURETHANE JT.

SEALANT

DOOR HEAD
DRIP
DOOR
DATE
CKD
DRN
DES JOB NO.

SIGNED
SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY
Plot Date:File Name:
4/24/2025 12:11:36 PMC:\REVIT Local\2973.03_S_Trinidad-Westhaven Emergency Intertie Project_JCo L23.rvt JCo
JFa 4/25/2025
S1.1
2973.03
SWi
PG 17 OF 28

TYPICAL CONCRETE DETAILS

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
S1.1
1 S1.1
2 S1.1
3 S1.1
4 DETAIL
3/4" = 1'-0" S1.1
6 NTS
DETAIL
S1.1
8 NTS
DETAIL
S1.1
7 NTS
DETAIL
S1.1
9 S1.1
11 S1.1
12 S1.1
10 NTS
DETAIL
S1.1
5 REVISIONS

NO DATE DESCRIPTION
4/24/25

SHEATHING EDGE NAILING SILL BOLTING

SILL PLATE

THICKNESS

SHEARWALL SCHEDULE
1 15/32" PLYWD 8d @ 6" OC 1/2"⌀ AB @ 32" OC 2x

1. NAILING IS BASED ON COMMON OR HOT DIPPED GALV BOX NAILS.

2. E.N. TO BE APPLIED @ ALL EDGES, HOLDOWN MEMBERS AND POSTS.

3. INTERMEDIATE NAILS SPACING FOR PLY SHALL BE 12" TO ALL OTHER FRAMING UNO.

4. 2x BLOCKING @ ALL EDGES OF PLY.

5. SEE PLANS FOR HOLDOWN LOCATIONS.

6. PROVIDE TYPE SHEATHING FOR ALL EXTERIOR WOOD FRAMED WALLS UNLESS NOTED OTHERWISE.

7. SILL BOLTS SHALL HAVE AT LEAST 7" EMBEDMENT IN CONCRETE (MEASURED BELOW CURB). PROVIDE SIMPSON BPS 1/2-6 BEARING PLATE WASHER WITH 1 3/4"⌀x0.134" THICK STANDARD CUT WASHER ABOVE. SLIDE BPS SUCH THAT IT'S EDGE IS 1/2" FROM FACE OF PLYWOOD AT ALL SILL BOLTS. PROVIDE SILL BOLT WITHIN 6" MIN, 9" MAX OF END OF SILL PLATE. REF

8. SILL BOLT, NUT AND WASHERS IN CONTACT WITH PRESERVATIVE - TREATED SILL

PL'S SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. (PER CBC 2304.10.6)

9. ALL SILL BOLTS SHALL BE PLACED SO C SILL BOLTS IS AT THE C WALL & SILL PLATE.
1 L L

SHEARWALL SCHEDULE
NTS
5 S1.2
A DTT2Z 1/2" Ø 6" (2) 2x (8) 1/4 x 1 1/2 SDS
MK TYPE BOLT de POST FASTENERS

HOLDOWN SCHEDULE
NOTES:

1. FOR TYPICAL HOLDOWN DETAILS, SEE 4
S1.2

HOLDOWN SCHEDULE
NTS
4 1/2"
3"
1/2" MAX

WALL SHTG PER PLAN

STANDARD CUT WASHER
(1 3/4"Øx0.134" THICK)
EN

C AB, SILL PL & WALL
L
SIMPSON BPS 1/2-6

BEARING PLATE
(THICKNESS = 3GA, 0.229")

PLAN VIEW SECTION
NOTE:

BEARING PLATES SHALL BE HOT-DIPPED GALVANIZED

STEEL OR STAINLESS STEEL

SHEARWALL BEARING PLATE DETAIL
NTS

PT SILL W/ ANCHOR

BOLTS , SEE SHEARWALL
SCHEDULE 2
S1.2
SHTG
(9" MAX)
3" MIN

AT DOOR OR
WINDOW
CORNER
PLAN

HD POST PER
SCHEDULE 2x STUD
2x TRIMMER
EN @ HD POST TYP

SIMPSON HOLDOWN

PER SCHEDULE
EN EN
TYP

SILL BOLTS PER

SCHED TYP
SINGLE HOLDOWN PLACEMENT @ FOUNDATION
NTS
TOP OF
FTG
TOP OF
FTG
TOP OF
CURB
(9" MAX)
3" MIN
2 S1.2
TOP OF
SLAB
7" TYP
7" TYP
de
de
STUD
L=CLR SPAN
L/3 MIN
MIN
2x D
D
MAX
D/4 OR 2"
D1
2x D1
MIN

0.33 x D1
MAX

JOIST PER PLAN
NOTES:

1. PREDRILL CORNERS ON NOTCHES AS
NOT TO OVERCUT.

2. APPLIES TO SAWN LUMBER ONLY; NO

NOTCHES ALLOWED IN OTHER TYPES OF
MEMBERS UNLESS NOTED OTHERWISE.

3. NO NOTCHES OR HOLES ARE ALLOWED
IN ANY TRUSS MEMBERS.

HOLES & NOTCHES IN STUDS & JOISTS
NTS
MIDDLE 1/3 OF SPAN

NO NOTCHES IN
D/10 MAX
3D MAX
(2) 16d TOP &

BOTTOM EA END

TYP STUD SPACING
MAX = 3' - 4"
"W"
16d @ 16" OC

HDR PER PLAN
DOOR FRMG @ BRG WALL
NTS

TRIMMER & FULL HT

STUDS, TYP

FASTENING SCHEDULE - UNO ON PLANS

CONNECTION FASTENING LOCATION

STUD TO TOP OR

BOTTOM PLATE
4- 8d (2 EA SIDE)
-OR- 3-16d

TOENAIL

END NAIL
DOUBLE STUDS 16d AT 12" OC FACE NAIL

DOUBLE TOP PLATES

TYPICAL FACE NAIL

LAP SPLICE
16d AT 12" OC
12- 16d

BLOCKING BETWEEN JOISTS
OR RAFTERS TO TOP PLATE 3- 8d TOENAIL
RIM JOIST TO TOP PLATE 8d AT 6" OC TOENAIL
3- 16d FACE NAIL TOP PLATES, LAPS @ CORNERS
& INTERSECTIONS
12" OC, EA EDGE,

FACE NAIL
BUILT UP 2x HEADERS
AND BEAMS 16d
CEILING JOISTS TO PLATE 3- 8d TOENAIL
CONT HEADER TO STUD 4- 8d TOENAIL

CEILING JOISTS, LAP OVER

PARTITIONS
4- 16d FACE NAIL

CEILING JOISTS TO

PARALLEL RAFTERS
4- 16d FACE NAIL
TRUSS OR RAFTER TO PLATE TOENAIL ((2) ON ONE
SIDE, (1) ON OTHER SIDE) 3- 16d
BUILT UP CORNER STUDS 16d 16” OC
NOTES:

1. FOR CONDITIONS NOT NOTED, SEE CBC TABLE 2304.10.1

2. ALL FRAMING NAIL SIZES ARE BOX UNO.

3. ALL NAILS IN HARDWARE SHALL BE PER THE MANUFACTURER'S

SPECIFICATIONS AS NEEDED TO ACHIEVE THE MAXIMUM
HARDWARE VALUE.

NAIL SPECIFICATIONS
NAIL 8d 10d 16d 16d COMMON 20d
SHANK DIAMETER 0.131" 0.148" 0.148" 0.162" 0.192"
MIN. LENGTH 2 1/2" 3" 3 1/4" 3 1/2" 4"
ALL NAILS SPECIFIED IN PLANS SHOULD HAVE PROPERTIES NOTED AS FOLLOWS:

BLKG CONNECTION TO

FRAMING, EA END
3- 8d
-OR- 3- 16d

TOENAIL

FACE NAIL

BOTTOM PLATE TO RIM

JOIST OR BLKG
16d @ 8" OC FACE NAIL
RIM JOIST TO P BELOW L 8d @ 6" OC TOENAIL
JOIST TO RIM JOIST 4- 16d END NAIL

NAILING SCHEDULE
NTS

CORNER T - CORNER
SHTG
16d @ 16" OC

TYPICAL
16d @ 8" OC
STGRD
EN
EN
EN
EN
NOTE:

AT CORNERS, SHTG EN SHALL

BE IN A COMMON MEMBER
4' - 0" MIN LAP, UNO
2 ROWS NAILING,

STAGGERED
DBL 2x TOP PLATE

STUDS PER WALL

FRAMING NOTES CENTER SPLICE

OVER STUD
12-16d EA SIDE OF SPLICE, UNO

BOTT PL
BREAK
TOP PL
BREAK
DATE
CKD
DRN
DES JOB NO.

SIGNED
SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY
Plot Date:File Name:
4/24/2025 12:11:37 PMC:\REVIT Local\2973.03_S_Trinidad-Westhaven Emergency Intertie Project_JCo L23.rvt JCo
JFa 4/25/2025
S1.2
2973.03
SWi
PG 18 OF 28

TYPICAL WOOD DETAILS

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
S1.2
2 S1.2
3 S1.2
5 S1.2
4 S1.2
8 S1.2
7 S1.2
1 NTS
DETAIL
S1.2
9 NTS
DETAIL
S1.2
6 REVISIONS

NO DATE DESCRIPTION
4/24/25
1' - 0"

PER PLAN
(NOTE 1)
1' - 6" MIN
(NOTE 1)
2' - 0" MIN
1' - 2" 10"

LINE OF

SUBGRADE
NOTE:

1. WHICHEVER IS DEEPER SHALL GOVERN.

2. SIKA HYDROTITE CJ-1020-2K WATERSTOP OR
EQUAL, PROVIDE 2" CONCRETE COVER MIN,

VERIFY PER MANUFACTURER'S INSTALLATION
REQUIREMENTS, TYP.
#4 x @ 18" OC
30"

SLAB & REINF PER PLAN
TOP OF
FTG (2) #4 CONT
2x6 PTDF SILL PL W/ AB

PER SHEARWALL SCHED
#4 CONT

WALL SHTG

PER PLAN
2x6 @ 16" OC

CONC CURB PER PLAN
(2) #5 CONT
CLR
1 1/2"
EN
#4 VERT @ 18" OC

CENTERED IN CURB

STD HOOK TYP
8" MIN
CLR
3"

CL WALL & FTG
10"
2 S1.2
7"
WATERSTOP, TYP (NOTE 2)

MTL SIDING

GUTTER & GUTTER

GUARD, TYP
2x8 FASCIA
(NOTE 1)
EN
NOTES:

1. NAIL 2x8 FASCIA TO EA RAFTER W/ (2) 16d
(HDG) NAILS.

2. FOR TYPICAL WOOD FASTENING NOT NOTED
SEE
EN
H3 @ EA RAFTER

ROOF SHTG PER PLAN
INSUL. BAFFLES @ ALL BAYS

ROOF RAFTER

PER PLAN

MTL ROOFING
EN
2x6 DBL TOP PL

MTL SIDING
2x6 BLKG W/ 2" Ø HOLE MID-DEPTH
OF BLK @ 6" OC & 6" FROM END OF
BLK, 12 EA ALONG EAVE WALL LINE
(24 TOTAL)
1/4" FIBER CEMENT PANEL W/
1x4 TRIM @ PANEL SEAMS & 2x

BLKG AS REQ'D TYP

SOFFIT VENT PER
ROOF PLAN 1
S1.2
SIMPSON RBC @
2'-0" OC MAX

PLYWD SHTG

PER PLAN
2x BLKG

SLOPED DBL
2x6 TOP PL
EN

RAKE-FLASHING

PRE-COATED TO

MATCH ROOFING
2x8 FASCIA W/ (2) 16d
(HDG) @ EA OUTRIGGER

OUTRIGGER PER PLAN
EN

PLYWD SHTG

PER PLAN
2x BLKG W/ A34 @ 2' - 0"
OC, PROVIDE (2) HOLES

IN BLKG, SEE
A34
H3 AT EA

OUTRIGGER

RAFTER PER
PLAN
2x CONT W/ (2) 16d
@ EA STUD
2x CEILING

JOIST, TYP
1/4" FIBER CEMENT PANEL &
TRIM W/ 2x BLKG AS REQ'D
4 - 8d NAIL

EQ SPACED

MTL SIDING
3 S1.3

PRE-COATED TRIM

TO MATCH SIDING
SIMPSON LU24 FACE

MOUNT HANGER, TYP

CEILING JOIST,
TYP
2x BLKG AS REQ'D

FOR CEILING

MTL SIDING

PLYWD SHTG

PER PLAN
2x6 LEDGER W/ 2 - 1/4 x 3
1/2" SIMPSON SDS SCREW
@ 3" OC, TYP EA STUD

WALL STUD, TYP
2x BLKG

AROUND OPNG

MTL SIDING

PLYWD SHTG

PER PLAN

WALL PER PLAN

PIPE BOOT FLASHING

SEALANT

SMS SCREW W/

SEALANT WASHER

BLDG PAPER

PIPE SEE

M-SHEETS

WALL PER
PLAN

CONC CURB

PER PLAN

CL WALL & FTG
6"
2 1/2"Ø STD PIPE
(HDG)FENCE
POST

MTL SIDING

FENCE FTG

BLDG FTG
2"

FINISHED
GRADE
NOTES:

1. FENCE POSTS, HARWARE, FABRIC AND HEIGHT TO MATCH EXISTING.

FENCING SHALL MEET SPECIFICATIONS AND INSTALLATION REQUIREMENTS PER GREEN BOOK STANDARD SPECIFICATION SS 206-6 AND 304-3.

2. FOR INFORMATION SEE

WATERSTOP,
TYP
1 S1.3
3' - 0"
1' - 0" Ø
DATE
CKD
DRN
DES JOB NO.

SIGNED
SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY
Plot Date:File Name:
4/24/2025 12:11:37 PMC:\REVIT Local\2973.03_S_Trinidad-Westhaven Emergency Intertie Project_JCo L23.rvt JCo
JFa 4/25/2025
S1.3
2973.03
SWi
PG 19 OF 38

STRUCTURAL DETAILS

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
DETAIL
1" = 1'-0" S1.3
1 DETAIL
1" = 1'-0" S1.3
3 DETAIL
1" = 1'-0" S1.3
4 DETAIL
1" = 1'-0" S1.3
5 DETAIL
1 1/2" = 1'-0" S1.3
6 DETAIL
1" = 1'-0" S1.3
2 REVISIONS

NO DATE DESCRIPTION
4/24/25
9' - 0" 3' - 0"
1 2
A
6" CONC SLAB W/ #4 @ 18" OC
EA WAY @ MID-DEPTH O/ VAPOR
BARRIER O/ 1/2" SAND O/ 4" OF
3/4 INCH ANGULAR GRAVEL OR

CLEAN CRUSHED ROCK MAT'L
(NOTE 3)
4" CONC SLAB W/ #4 @ 18" OC
EA WAY @ MID-DEPTH, SLOPE
1/4:12 AWAY FROM BUILDING
B
2% MAX
NOTES:

1. SLOPE SLAB TOWARD DOORWAY.

2. FOR ADDITIONAL INFORMATION, SEE M2.0 & E2.0.

3. THE GRAVEL SHALL NOT HAVE MORE THAN 10%
PASSING No. 4 SIEVE.

FOUNDATION PLAN
1/2" = 1' - 0"
TYP
1' - 4"
9' - 0"
3' - 4" 1' - 10"
A A
1 1
1 1
A
S2.0
1 S1.3
A A
3 06
8 DOOR
2% MAX
(NOTE 1)
A

BOLLARDS, TYP
SEE 5/C1.0
(N) FENCE POST
(E) FENCE POST 6" TYP 2
S1.3
6 S1.1
TYP
5 S1.1
TYP
(E) FENCE POST
(N) FENCE POST
2x6 @ 2' - 0" OC MAX
TYP
6x4 HDR
15/32" CCX APA RATED PLYWOOD W/
36/16 SPAN RATING, APPLY TO ROOF

FRMG W/ FACE GRAIN

PERPENDICULAR TO SUPPORTS W/ END
JOINTS STAGGERED, NAIL W/ 8d COM
@ 6" OC EDGE, 12" OC FIELD
TYP. FRMG @

EA CORNER
A34 W/ #9x1 1/2" SCREW
NOTES:

1. VULCAN VENT MODEL VFS414FC OR EQUAL STATE FIRE MARSHALL (SFM) LISTING #8165-2192:0502 VENT IS LISTED FOR USE IN WILDLAND URBAN INTERFACE (WUI) FIRE AREAS.

2. HDR - INDICATES WOOD HEADER SEE

ROOF FRAMING PLAN
1/2" = 1' - 0"
1 2
A
B
TYP
2' - 0"
2x6 @ 2' - 0" OC
MAX, TYP2' - 0"
SLOPE
A
S2.0
INDICATES 4x14

SOFFIT VENT
(NOTE 1)
TYP
2' - 0"
4 S1.3
TYP
7 S1.2
1/2" = 1' - 0"

FRONT ELEVATION
3 068 MTL DOOR
2 1

SHT MTL TRIM AROUND

ALL BLDG CORNERS AND
OPNGS; COLOR TO BE

SELECTED BY OWNER

SHT MTL SIDING TO BE
MBCI, OR EQUAL;

COLOR TO BE SELECTED

BY OWNER
1/4" FIBER CEMENT

PANEL SOFFIT, TYP

LIGHT FIXTURE

CENTERED O/

DOOR, SEE ELEC

SIDE ELEVATION
1/2" = 1' - 0"

SHT MTL ROOFING TO BE MBCI
SUPERLOK, OR EQUAL; COLOR
TO BE SELECTED BY OWNER;

INSTALL OVER GAF VERSASHIELD

FIRE-RESISTANT ROOF DECK

BARRIER, OR EQUAL
A

SHT MTL GUTTERS &

MTL GUTTER

GUARDS PER CBC
705A.4 (NOTE 1)

SHT MTL

DOWN SPOUT
B

SPLASH PADS ALIGN W/
PIPING (SEE M2.1) &

GUTTER DOWNSPOUT
NOTE:

1. ADDITIVE BID ITEM: GUTTERS,

GUTTER GUARDS DOWNSPOUTS
AND SPLASH PAD.

SLAB PER PLAN
R-21 INSULATION,
TYP
1/2" CCX PLYWD @

CEILING & WALL TYP
TYP
WALL
TOP OF

SEE CIVIL

FF ELEV
8' - 6"
R-21 INSULATION,
TYP
2x4 CEILING JOISTS
@ 2' - 0" OC
12 2
1 S1.3
3 S1.3

FINISHED GRADE

SEE CIVIL
TYP

USE SHAPED VERT
BLKG @ HIGH SIDE
5 S1.3 10' - 0"
WALL
TOP OF
LEGEND
#
A

INDICATES SHEARWALL, SEE SCHEDULE

INDICATED HOLDOWN TYP, SEE SCHEDULE

SHADING OF WALL INDICATES CONC CURB BELOW
3 S1.2
2 S1.2
DATE
CKD
DRN
DES JOB NO.

SIGNED
SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY
Plot Date:File Name:
4/24/2025 12:11:38 PMC:\REVIT Local\2973.03_S_Trinidad-Westhaven Emergency Intertie Project_JCo L23.rvt JCo
JFa 4/25/2025
S2.0
2973.03
SWi
PG 20 OF 28

INTERTIE PUMP STATION BLDG PLANS AND

ELEVATIONS

WESTHAVEN COMMUNITY SERVICES DISTRICT

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT
S2.0
3 S2.0
4 S2.0
5 S2.0
6 SECTION
1/2" = 1'-0" S2.0
A
DBL 2x6DBL 2x6

REVISIONS

NO DATE DESCRIPTION
4/24/25

ELECTRICAL ABBREVIATIONS
NOTE: THIS IS A SUPPLEMENTAL STANDARD LEGEND. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS CONDUIT EXPOSEDCONDUIT CONCEALED or BURIEDHOME RUN-DESTINATION SHOWNCONDUIT DOWNCONDUIT UPCONNECTION POINT (CONTRACTOR SHALL DETERMINE CONNECTION CONFIGURATION)

MAJOR ELECTRICAL COMPONENT OR DEVICE NAME ORIDENTIFYING SYMBOL AS SHOWNEXOTHERMIC WELD, TERMINATION OR SPLICE POINT

GROUND ROD

CIRCUIT BREAKERCURRENT TRANSFORMER, NUMBER INDICATED

ELECTRICAL SYMBOLS
LA-2
TICK MARKS WITHOUT BARS INDICATES NUMBER OF #12 CONDUCTORS WITH #12 GROUNDDUPLEX RECEPTACLEQUADRUPLEX RECEPTACLEFLUSH MOUNT PANELBOARDJUNCTION BOXFUSED DISCONNECT 60AS/20F WP NON-FUSED DISCONNECT 60A DISCONNECT / 20A FUSE NEMA 3R

XXXXXXA/XXFXX
60A DISCONNECTNEMA 3R

DEVICE BOXES
SHALL BE 18"

COD UNLESS

OTHERWISE
NOTED

KEYNOTE
A - AMMETER, AMPEREAC - ALTERNATING CURRENTACH - ABOVE COUNTER HEIGHTAFCI - ARC FAULT CIRCUIT INTERRUPTAFF - ABOVE FINISHED FLOOR OR GRADEAIC - AMPS INTERRUPTING CAPACITYAL - ALUMINUMATS - AUTOMATIC TRANSFER SWITCHBGES - BUILDING GROUND ELECTRODE SYSTEMBRKR - BREAKERBOD - BOTTOM OF DEVICEC or COND - CONDUITCAB - CABINETCEC - CALIFORNIA ELECTRIC CODECKT - CIRCUITCOD - CENTER OF DEVICECP - CONTROL PANELCR - CONTROLLED RECEPTACLECT - CURRENT TRANSFORMERDC - DIRECT CURRENT(E) or EXIST - EXISTINGEEB - EQUIPMENT EMERGENCY BRANCHEEOR - ELECTRICAL ENGINEER OF RECORDEGC - EQUIPMENT GROUNDING CONDUCTORENC - ENCLOSURE(F) - FUTUREFM - FLOWMETERG - EQUIPMENT GROUNDING CONDUCTORGEC - GROUNDING ELECTRODE CONDUCTORGFCI - GROUND FAULT CIRCUIT INTERRUPTGND - GROUNDIPS - INTERTIE PUMP STATONJ - JUNCTION BOXLCP - LIGHTING CONTROL PANELLFMC - LIQUIDTIGHT FLEXIBLE METAL CONDUITLTG - LIGHTINGMBJ - MAIN BONDING JUMPERMCB - MAIN CIRCUIT BREAKERMFR - MANUFACTURERMLO - MAIN LUG ONLYMOCP - MAXIMUM OVERCURRENT PROTECTIONMSB - MAIN SWITCH BOARDMPU - MOTOR PROTECTION UNITMTS - MANUAL TRANSFER SWITCHNEC - NATIONAL ELECTRIC CODENEMA - NATIONAL ELECTRIC MANUFACTURER'S ASSOCIATIONN - NEUTRAL(N) - NEWOFCI - OWNER FURNISHED, CONTRACTOR INSTALLEDOFOI - OWNER FURNISHED, OWNER INSTALLEDPB - PULLBOXPNL - PANELBOARDRCPT - RECEPTACLESWBD - SWITCHBOARDSBJ - SYSTEM BONDING JUMPERSSBJ - SUPPLY SIDE BONDING JUMPERSP - STARTER PANELT - THERMOSTAT OR TELE CONDUITTOD - TOP OF DEVICETR - TAMPERTSP - TWISTED SHIELDED PAIRTYP - TYPICALV - VOLTMETER, VOLTW - WATTWW - WIREWAYWP - WEATHERPROOF (NEMA 3R)XFMR - TRANSFORMER NOTE: THIS IS A SUPPLEMENTAL STANDARD ELECTRICAL LEGEND. SOME SYMBOLS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS. SEE LIGHTING CONTROL SHEET FOR LIGHTING LEGEND.

LINE TYPES AND SYMBOLS TICK MARKS DEVICES, BOXES AND TERMINATIONS EQUIPMENT ANNOTATION (A : B) INDICATES INTERCONNECTION OF PATHWAYS AND/OR CONDUCTORS, E.G., 4"C-4#500,1#3G (MSB : PNL A) INDICATES CONDUIT AND CONDUCTORS ROUTED FROM THE MAIN SWITCHBOARD TO PANELBOARD A. INDICATES FIRE RATED WALL 26 00 00 SPECIFICATION NUMBER REFERENCE TAG. CONFORMANCE TO PROJECT SPECIFICATIONS IS REQUIRED. WHERE TAGS ARE SHOWN ON THE DRAWINGS, IT IS THE ENGINEER'S INTENT TO RAISE ADDITIONAL AWARENESS TO PRODUCTS OR EXECUTION METHODS THAT ARE CRITICAL, ATYPICAL OR NOT EXPRESSLY DETAILED ON THE DRAWINGS.

GROUNDING ELECTRODE
#
F
60AS/20FWP

SURFACE MOUNT PANELBOARD

PULLBOX
MAGNETIC STARTER W/ NEMA SIZE INDICATED 1

SINGLE OR THREE PHASE RECEPTACLE, SEE PLAN SHEETS TYPE PER LOCATION

LIGHTING SYMBOLS
EXIT SIGN: SEE LUMINAIRE SCHEDULE FOR TYPE "EXIT" DESCRIPTION AND INFORMATION.SEE LIGHTING PLAN FOR SYMBOL TYPE MARKS ASSOCIATED WITH EACH LUMINAIRE SYMBOL. TYPE MARKS ASSOCIATED WITH LUMINAIRE SYMBOLS ON PLANS ARE LINKED TO THE LUMINAIRE SCHEDULE. SEE LUMINAIRE SCHEDULE FOR LUMINAIRE DESCRIPTION INFORMATION.HATCH AND/OR "E" FOLLOWING A LIGHT TYPE NUMERAL (E.G., "TYPE A" BECOMES TYPE "AE") INDICATES A LUMINAIRE WITH INTEGRAL BATTERY BACKUP.

NOTE: 1. THIS IS A SUPPLEMENTAL STANDARD ELECTRICAL LEGEND. SOME SYMBOLS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS. SEE LIGHTING CONTROL SHEET FOR LIGHTING LEGEND.

2. DEVICE BOXES ARE MEASURED TO CENTER OF DEVICE ON PLANS UNLESS OTHERWISE NOTED.

LIGHTING DEVICES LUMINAIRES LIGHT SWITCH (46" AFF COD UNLESS OTHERWISE NOTED) EMERGENCY EGRESS LIGHT, SEE LUMINAIRE SCHEDULE FOR "EM" DESCRIPTION AND INFORMATION.

S

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:25:57 PM

ELECTRICAL SYMBOLS AND ABBREVIATIONS
JMi
JMi 4/25/25
E1.0
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT

COMPLY WITH APPLICABLE CODES
# CODE
NOTE: USE LATEST EDITION OF LISTED CODES.1. NFPA 30: FLAMMABLE AND COMBUSTIBLE LIQUIDS.2. NFPA 37: STATIONARY ENGINES.3. NFPA 54: FUEL GAS CODE.4. NFPA 58: LIQUEFIED PETROLEUM GAS.5. NFPA 72: FIRE ALARM AND SIGNALING CODE.6. NFPA 110: EMERGENCY AND STANDBY POWER.7. NFPA 111: STANDBY POWER SYSTEMS.8. CALIFORNIA BUILDING CODE.9. CALIFORNIA ELECTRIC CODE.10. CALIFORNIA ENERGY CODE.11. CALIFORNIA FIRE CODE. 21 28

LUMINAIRE SCHEDULE
# MANUFACTURER MODEL LOAD VOLTAGE LAMP DIM TYPE LUMENS COLOR TEMP DESCRIPTION

A LITHONIA

LIGHTING
FEM LED 24 VA 120.277V LED N/A 4000 lm 4000 K 1'x4' LED SURFACE MOUNT, FIBERGLASS HOUSING, CLEAR POLYCARBONATE LENS, STAINLESS STEEL LATCHES, RATED FORHAZARDOUS LOCATIONS.

B LITHONIA

LIGHTING
TWR LED 16 VA 120V LED N/A 2300 lm 4000 K LED WALL PACK, EXTERIOR BUILDING MOUNT, DIE-CAST ALUMINUM HOUSING, SILICONE GASKETING, CLEAR GLASS LENS, UV RESISTANTDARK BRONZE FINISH, INTEGRAL PHOTOCELL WITH MOTIONSENSOR/DIMMING, WIDE DISTRIBUTION, UL LISTED WET LOCATIONS,BUG RATING: B1/U0/G2.

REVISIONS

NO DATE DESCRIPTION
4/25/25
(E) 200A, 240/120V C HI-LEG, 3Ø, 4W, 65kAIC

M (E) UTILITY
METER
(E)
200A
3P
(E) UTILITY XFMR
(E) C
(E) MAIN PANEL
(E)
SUB
PANEL
(E) C
G
(E)GENERATOR50kW, 120/240V 3Ø
(E)
100A
2P
(E)
200A
3P
(E) ATS200A/3P
(E)
DIST
PANEL
DP-2
(E) C(E) C
(E)

CONTROL
PANEL

CP-FLOCC
(E)
30A
3P
(E) CP- WETWELL
(E)
60A
3P
(E)
60A
3P
(E) 20AGFI 1P
(E) 30A3P
(E) 30A3P

7.5 (E)

WETWELL
PUMP NO. 1

7.5 (E)

WETWELL
PUMP NO. 2
5 (E)

WETWELL
PUMP
NO. 1
(E)
40A
2P
(E) OLs
TO
(E)

WETWELL

AREA LTG
40A
2P
5 (N)

INTERTIE
PUMP
(E)

RECYCLE
PUMP
NO. 1
(E)

RECYCLE
PUMP
NO.2
TO (E)

GEN BATT

CHARGER
TO (E)

FLOCCULATOR

SITE LTG
TO (E)
ENTRY

GATE SITE
LTG
TO
CP-2
(E)

CONTROL
PANEL
CP-1
TO
CP-2
1 (E)

RECYCLE
PUMP
1 (E)

RECYCLE
PUMP
(E) CP-INT PMP
(E) 60A3P
(E) 60A3P
(E) 60A3P
(E)
PUMP
NO. 1
VFD
(E)
PUMP
NO. 2
VFD
15 (E)

INTERMEDIATE
PUMP NO. 1
15 (E)

INTERMEDIATE
PUMP NO. 2
TO
CP-2
(E) 60A3P
(E)
PUMP
NO. 1
VFD
(E)
PUMP
NO. 2
VFD
(E)
42" AFF
TO
(E) WETWELL

FLOAT AND

LE/LIT LEVEL

TRANSDUCER
TO
CP-2

M CUSTOMER
METER
1 (N) INTERTIE PUMP STARTER PNL (NEMA 3R)
2 (N) 1"C-2#8,1#10G
(N) 1"C-3#8,1#10G
(A,B)
(N)

LOAD CENTER IPS
(NEMA 3R)

GND BUS
6'-0 MIN.
(N) GND ROD, TYP
(N) 3/4"C-#8 BARE

CU CONDUCTOR
2 E1.2
1 E1.2
3 E1.2

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:00 PM

ONE-LINE DIAGRAM
JMi
JMi 4/25/25
E1.1
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT

1. MODIFY EXISTING PANEL AS INDICATED ON SCHEDULE.2. PROVIDE AND INSTALL NEW CIRCUIT BREAKER IN EXISTING PANEL SPACES. NEW BREAKER SHALL BE OF THE SAME TYPE AND RATING AS THE EXISTING BREAKERS. RELABEL PANEL SCHEDULE AS SHOWN.

KEYNOTES
# NOTE
E1.1
ONE-LINE DIAGRAM 1
TOTAL LOAD (AMPS) 42 42
TOTAL LOAD (VA) 4950 VA 4950 VA
PHASE A PHASE B Notes:
29 -- SPACE -- -- -- -- -- -- SPACE -- 3027 -- SPACE -- -- -- -- -- -- SPACE -- 2825 -- SPACE -- -- -- -- -- -- SPACE -- 2623 -- SPACE -- -- -- -- -- -- SPACE -- 2421 -- SPACE -- -- -- 2700 VA 2219 -- SPACE -- -- -- 2700 VA -- 50 A (N) LOAD CENTER (N) 1"C-3#8, 1#10G
20 17 -- SPARE 20 A -- 0 VA 0 VA -- 20 A SPARE -- 1815 (E) (E) RECYCLE FLOWMETER & CONTROL 20 A -- 500 VA 0 VA -- 20 A SPARE -- 1613 250 VA 0 VA -- 20 A SPARE -- 1411 (E) (E) BASEBOARD HEATER 20 A --
250 VA 0 VA -- 20 A SPARE -- 12
9 (E) (E) PLC CONTROLS 20 A -- 500 VA 0 VA -- 20 A SPARE -- 107 (E) (E) OFFICE RCPTS 20 A -- 500 VA 0 VA -- 20 A SPARE -- 85 (E) (E) OFFICE RCPTS 20 A -- 500 VA 0 VA -- 20 A SPARE -- 63 (E) (E) OFFICE LIGHTS 20 A -- 500 VA 500 VA -- 20 A (E) WET WELL LIGHTS (E) 41 (E) (E) PLANT RCPTS 20 A -- 500 VA 500 VA -- 20 A (E) DIALER (E) 2

CKT HOME RUN LOAD NAME TRIP INT TYPE A B A B INT TYPE TRIP LOAD NAME HOME RUN CKT (LABEL PANELBOARDS ACCORDING TO NAMING CONVENTIONS LISTED IN ELECTRICAL SPECIFICATIONS) ENCLOSURE TYPE NEMA 1 CIRCUITS 30 MAIN BREAKER MLOMOUNTING TYPE SURFACE WIRES 3 BUS RATING 100 ALOCATION WTP OFFICE AND ELECTRIC BUILDING VOLTS 120/240 SINGLE AIC RATING 10,000(E) SUB PANEL 2 22 28
LINE-LINE (1Ø) Vd = (2 * L * R * I)/1000 I = CURRENT Vd = VOLTAGE DROPLINE-NEUTRAL Vd = (L * R * I)/1000 LINE-LINE... Vd = (SQRT(3) * L * R * I)/1000 L = DISTANCE R = IMPEDANCE SUB PANEL : LOAD CENTER LINE-LINE (1Ø) PVC CU 1 8 36 125 240 .69 6.04 2.52% DISTRIBUTION LOAD TYPE CONDUIT MATERIAL CONDUCTOR MATERIAL QUANTITY OF RUNS CONDUCTOR SIZE (AWG) CURRENT (A) DISTANCE (FT) VOLTAGE (V) IMPEDANCE (Z) VOLTAGE DROP (Vd) VOLTAGE DROP (%)

VOLTAGE DROP CALCULATIONS
TOTAL LOAD (AMPS) 22 23
TOTAL LOAD (VA) 2540 VA 2680 VA ** PROVIDE BREAKER WITH RED HANDLE AND MECHANICAL HOLD.

PHASE A PHASE B Notes: * PROVIDE BREAKER LOCKABLE IN THE "OFF" POSITION. 11 SPACE -- -- -- -- SPACE 12
9 SPACE -- -- -- -- SPACE 107 SPACE -- -- -- -- SPACE 8 5 SPACE -- -- 0 VA 20 A SPARE 63 (N) 3/4"C-2#12,1#12G (N) RCPT 20 A 180 VA 2500 VA 41 (N) 3/4"C-2#12,1#12G (N) LTG 20 A 40 VA 2500 VA 40 A (N) INTERTIE PUMP STARTER PNL (N) 1"C-3#8,1#10G 2

CKT HOME RUN LOAD NAME TRIP INT TYPE A B A B INT TYPE TRIP LOAD NAME HOME RUN CKT (LABEL PANELBOARDS ACCORDING TO NAMING CONVENTIONS LISTED IN ELECTRICAL SPECIFICATIONS) ENCLOSURE TYPE NEMA 1 CIRCUITS 12 MAIN BREAKER 50 AMOUNTING TYPE SURFACE WIRES 3 BUS RATING 100 ALOCATION INTERTIE PUMP STATION VOLTS 120/240 SINGLE AIC RATING 10,000(N) LOAD CENTER IPS

REVISIONS

NO DATE DESCRIPTION
4/25/25

FINISH GRADE
D
2"MIN 2"MIN

WARNINGTAPE COMPACTED TRENCH

BACKFILL
12"

BACKFILL W/ SANDHAND TAMP
3" MIN 3" MIN 24" MIN
NOTES:1. D=3" MIN FOR 2" AND LARGER CONDUIT2. D=2" MIN FOR 1 1/2" AND SMALLER CONDUIT3. CONDUIT DETAIL FOR LESS THAN 4 RACEWAYS PER TRENCH.

4. DUCT RUNS WITH 5 OR MORE CONDUITS SHALL EMPLOY
DUCT SPACERS.

PEA GRAVEL OR3/4" CRUSHEDROCK
1"
CONDUIT, TYP.

STEEL COVER FINISH GRADE, TYP.

ELECTRICAL PULLBOX AND EXTENSIONS AS REQUIRED
6"
6 "
24" MIN
6 "
NOTES:1. PROVIDE CONCRETE DIVIDER FOR SEPERATION BETWEEN POWER AND SIGNAL

SIDE - VIEW A-A

FINISHED GRADE
NOTE:1. TYPICAL PANELBOARD CABINET MAY VARY IN WIDTH AND LENGTH. THIS DETAIL SHALL ACCOUNT FOR LARGEST AND HEAVIEST PANELBOARD AVAILABLE, BUT FASTENING AND ANCHORAGE SHALL BE USED EQUALLY FOR SMALLER CABINET CONFIGURATIONS.

2. WHERE MANUFACTURER REQUIRES A THIRD FASTENING LOCATION, PROVIDE ADDITIONAL STRUT CHANNEL AND FASTENERS. MATCH ADDITIONAL STRUT CHANNEL WITH OTHERS SHOWN (THIS DETAIL).

3. MAXIMUM BREAKER HANDLE HEIGHT SHALL BE 78".

PANELBOARD

MAXIMUM
WEIGHT 250 LBS
#10 GALVANIZED WOOD SCREW WITH 3" MINIMUM EMBEDMENT INTO WALL STUDS/BLOCKING, COORDINATE FINAL NUMBER, LOCATION AND BOLT CONFIGURATIONS WITH LISTED MANUFACTURER MOUNTING HOLE LOCATIONS, MIN. 2 SCREWS AT TOP & BOTTOM, MINIMUM4x4 BLOCK WITH (2) A34 EACH END, TYP. AT FASTENER LOCATIONS D
D:• INTERTIE PUMP STARTER PNL : 18"• LOAD CENTER : 6"H:• INTERTIE PUMP STARTER PNL : 48"• LOAD CENTER : 36" H
EXOTHERMIC WELD CONNECTION,THERMOWELD, CADWELD, OR EQUAL#4 BARE CU CONDUCTORSEE SPECIFICATIONS FOR GROUND ROD REQUIREMENTS

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:04 PM

ELECTRICAL DETAILS
JMi
JMi 4/25/25
E1.2
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT
NTS E1.2
RACEWAY - UNDERGROUND CONDUIT 3
23 28
NTS E1.2
BOXES - UNDERGROUND SWEEP UP 4
NTS E1.2
PANELBOARD - SURFACE MOUNT TO WOOD 1
NTS E1.2
GROUNDING - CABLE TO GROUND ROD 2

REVISIONS

NO DATE DESCRIPTION
4/25/25
(E) GENERATORS
(E) WOODEN
SHED
(E) WTP OFFICE (E) BLDG
SEE SHEET E2.2
SEE SHEET E2.1
(N) 1"C-3#8,1#10G (SUB PANEL : LOAD CENTER IPS)(N) 1"C-TSP (INTERTIE PUMP STARTER PNL : CP-2)(N) 1"C-EMPTY(WTP : IPS) 3 E1.2
(E) FENCE
1 (E) SUB PANEL
(N) SPLIT PULLBOX (POWER/SIGNAL) 4E1.2
(N) INTERTIE PUMP

STARTER PNL
(N) LOAD CENTER
(E) CP-2

FLOWMETER
JB
1"LFMC-MFR CABLE(JB : FLOWMETER)
1"C-MFR CABLE(INTERTIE PUMP STARTER PNL : JB)
2 VAULT 5C1.2 3

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:13 PM

ELECTRICAL SITE PLAN
JMi
JMi 4/25/25
E2.0
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT
3/16" = 1'-0"

ELECTRICAL SITE PLAN
24 28

1. CONTRACTOR SHALL POTHOLE ENTIRE ALIGNMENT TO FIND EXISTING UTILITIES PRIOR TO TRENCHING FOR NEW CONDUITS.

2. GROUND FLOWMETER PER MANUFACTURER RECOMMENDATION.3. RELEVANT ELECTRICAL DETAILS WERE INCLUDED IN THIS DETAIL.

KEYNOTES
# NOTE

REVISIONS

NO DATE DESCRIPTION
4/25/25
(E) ATS
(E) DISCONNECT
(E) UTILITY METER
(E) MAIN PANEL
(E) SUB PANEL
(E) RECYCLE PUMP PANELS
(E) CONTROL PANEL

CP-WETWELL
(E) CP-2
(E) GEN

ANNUNCIATOR
(E) SHED
(N) 1"C-3#8,1#10G (SUB PANEL : LOAD CENTER IPS)
(N) 1"C-TSP (INTERTIE PUMP STARTER PNL : CP-2)
(N) 1"C-EMPTY (WTP OFFICE : IPS)
3 E1.2 1
SEE SHEET E2.0 FOR

CONTINUATION
2 3
4 (N) SPLIT PULLBOX (POWER/SIGNAL) 4E1.2
5 1
6 DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:19 PM

WTP OFFICE POWER PLAN
JMi
JMi 4/25/25
E2.1
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT

1. CONNECT FLOW SIGNAL TO SPARE ANALOG INPUT ON EXISTING PLC. SEE PANEL SHOP DRAWINGS FOR FURTHER DETAILS.

2. PROVIDE AND INSTALL CONDUIT/CONDUCTORS FROM INTERTIE BUILDING TO THE LOCATION SHOWN ON THE EXTERIOR OF THE BUILDING. PENETRATE WALL AT MAXIMUM 2' AFF USING AN LB CONDULET. SUPPORT AT A MINIMUM OF TWO LOCATIONS UTILIZING GALVANIZED UNISTRUT AND CONDUIT CLAMPS. PAINT SURROUNDING WALL TO MATCH EXISTING, AND SEAL PENETRATION WITH APPROVED SEALANT OR CAULK.

3. PROVIDE AND INSTALL APPROVED CONDUIT SEALING BUSHING ON BOTH CONDUITS AT LOCATION SHOWN.

4. SEE PANEL SCHEDULE FOR MODIFICATIONS.5. ROUTE CONDUIT ALONG CEILING TO CP-2 TO MATCH EXISTING CONDUIT.6. CAP STUB UP FOR FUTURE USE.

KEYNOTES
NOTE
3/4" = 1'-0" E2.1
WTP OFFICE POWER PLAN 1
#
25 28

REVISIONS

NO DATE DESCRIPTION
4/25/25
1"C-2#8,1#10G
(INTERTIE PUMP STARTER PNL : INTERTIE PUMP)

INTERTIE PUMP
1"C-3#8,1#10G (SUB PNL : LOAD CENTER IPS)1"C-TSP (INTERTIE PUMP STARTER PNL : CP-2)1"C-TSP (WTP OFFICE : IPS) SEE SHEET E2.0 FOR CONTINUATION

GND ROD, TYP
3/4"C-#8 BARE CU CONDUCTOR

INTERTIE PUMP STARTER PNL

LOAD CENTER IPS

PSH PSL

INTERTIE PUMP STARTER PNL
3/4"C-2#14
1 A
B
7'-0' AFF
LOAD CENTER IPS - 1

GFCI/WP
LOAD CENTER IPS - 3
1"C-3#8,1#10G
(LOAD CENTER : INTERTIE PUMP STARTER PNL)
1"C-TSP (INTERTIE PUMP STARTER PNL : CP-2)
1"C-MFR CABLE (INTERTIE PUMP STARTER PNL : JB)
SEE SHEET E2.0 FOR CONTINUATION
1 E1.2
1"C-TSP (WTP OFFICE : IPS)
2 1
E1.2

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:26 PM

INTERTIE PUMP STATION - ELECTRICAL PLAN
JMi
JMi 4/25/25
E2.2
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT
26 28

1. PROVIDE AND INSTALL APPROVED CONDUIT SEALING BUSHING AT LOCATION SHOWN.2. LEAVE STUP UP UNDER LOAD CENTER IPS CAPPED FOR FUTURE USE.

KEYNOTES
# NOTE
1" = 1'-0" E2.2
INTERTIE PUMP STATION - ELECTRICAL PLAN 1

1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED.

GENERAL NOTES
# NOTE

REVISIONS

NO DATE DESCRIPTION
4/25/25

INSTRUMENTATION ABBREVIATIONS
NOTE: THIS IS A SUPPLEMENTAL STANDARD LEGEND. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS

CONDUIT EXPOSEDCONDUIT CONCEALED OR BURIEDMOTOR, HORSEPOWER INDICATED

INSTRUMENTATION SYMBOLS
CONVENIENCE RECEPTACLE. DUPLEX UNLESS SPECIFIED OTHERWISE A - AMMETER, AMPEREAC - ALTERNATING CURRENTC - CONTACTOR/CONDUITCB - CIRCUIT BREAKERCBL - CABLECKT - CIRCUITCOND - CONDUITCP - CONTROL PANELCPT - CONTROL PANEL TRANSFORMERCR - CONTROL RELAYDC - DIRECT CURRENTDI - DIGITAL INPUTDO - DISSOLVED OXYGEN OR DIGITAL OUTPUT(E) or EXIST - EXISTINGENC - ENCLOSUREETM - ELAPSED TIME METERFIT - FLOW INDICATING TRANSMITTERFS - FLOW SWITCHFU - FUSEG - GROUNDGFI - GROUND FAULT CIRCUIT INTERRUPTLS - LEVEL SWITCH OR LIMIT SWITCHM - MOTOR OR FLOW METER ELEMENTMCC - MOTOR CONTROL CENTERMFR - MANUFACTURERN - NEUTRALNEC - NATIONAL ELECTRIC CODENEMA - NATIONAL ELECTRIC MANUFACTURER'S ASSOCIATIONOL - OVERLOAD RELAYP - PUMPPB - PULL BOXPLC - PROGRAMMABLE LOGIC CONTROLLERPNL - PANELBOARDPS - PRESSURE SWITCHRCPT - RECEPTACLERTU - REMOTE TELEMETRY UNITSPD - SURGE PROTECTION DEVICESW - SWITCHTDR - TIME DELAY RELAYTS - THERMOSTAT OR TEMPERATURE SWITCHTT - TEMPERATURE INDICATING TRANSMITTERTYP - TYPICALUPS - UNINTERRUPTIBLE POWER SUPPLYV - VOLTMETER, VOLTVFD - VARIABLE FREQUENCY DRIVEW - WATTWP - WEATHERPROOF (NEMA 4)XFMR - TRANSFORMER NOTE: 1. THIS IS A SUPPLEMENTAL STANDARD INSTRUMENTATION LEGEND. SOME SYMBOLS MAY APPEAR ON THIS LEGEND AND NOT ON THE PLANS.
5 CONTACT-NORMALLY OPEN W/ NEMA SIZE INDICATED AS APPLICABLE 1CONTACT-NORMALLY CLOSED W/ NEMA SIZE INDICATED AS APPLICABLE 1TIME DELAY RELAY CONTACT, TIMED TO CLOSE TDR TCTIME DELAY RELAY CONTACT, TIMED TO OPEN TDR TOREMOTE DEVICERELAY COIL: CR=CONTROL RELAY TDR=TIME DELAY RELAYXX E OVERLOAD RELAY, E=ELECTRONIC
1 MAGNETIC STARTER W/ NEMA SIZE INDICATED
CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, 3-POLE UNLESS INDICATED OTHERWISE 400LIGHTNING ARRESTORFUSEGROUNDPUSH-TO-TEST INDICATING LIGHT / LETTER INDICATES COLOR: A-AMBER, B-BLUE, C-CLEAR, G-GREEN, R-RED, W-WHITE A
A
SELECTOR SWITCH-MAINTAINED CONTACT: X=CLOSED CONTACT POSITION H

PRESSURE OR VACUUM SWITCH OPENS ON RISING PRESSUREPRESSURE OR VACUUM SWITCH CLOSES ON RISING PRESSURE

DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:32 PM

INSTRUMENTATION SYMBOLS AND
ABBREVIATIONS JMi JMi 4/25/25 I1.0 2973.03 BGe TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT
27 28

REVISIONS

NO DATE DESCRIPTION
4/25/25
SPD
FAN
40A
240VAC, 1Ø
LOAD CENTER IPS 2, 4
M OLs
5 CABINET

TEMPERATURE SWITCH

HAND OFF
2-POSITION SWITCH
M
OLs

INTERTIE PUMP

G MOTOR RUNNING
OLs
CR
3 CR
4 RESET
CR3
M
CR4

M (N) CUSTOMER METER
L1 L2 N

R MOTOR OVERLOAD
SUCTION PRESSURE SW CR4 CR
5 CR 5
PSL
(20 PSI)
CR4
CR
6 CR 6
CR
5 CR
6 10A CONVENIENCE RCPT
R

LOW PRESSURE

INTERLOCK
R

HIGH PRESSURE

INTERLOCK

MFR CABLE

FLOW TRANSMITTER

DISPLAY

TO FLOWMETER

DISCHARGE PRESSURE SW
PSH
(160 PSI)
1 DEPTH: 18"

ITEM DEVICE NAMEPLATE/INSCRIPTION
1 NAMEPLATE INTERTIE PUMP STARTER PNL

NAMEPLATE SCHEDULE
2 2 POSITION SWITCH
46 INDICATOR LIGHT

MOTOR OVERLOAD
3 INDICATOR LIGHT8

EXHAUST FAN WITH LOUVER W/ RODENT GUARD

LOUVER W/RODENT
GUARD

VENT DRAIN

MOTOR CONTROL

HAND OFF
2 DEAD FRONT

LOCKABLE HANDLE

HIGH DISCHARGE PRESSURE INTERLOCK
9 INDICATOR LIGHT

MOTOR RUNNING
36"
48"

SWING PANEL
NEMA 3R ENCLOSURE
(N) CUSTOMER METER
3 4
6 5
5 PUSH BUTTON ALARM RESET

INTERTIE PUMP STATION POWER
METER

ELECTRICAL POWER METER
8 REMOTE FLOW TRANSMITTER INTERTIE FLOW
97 INDICATOR LIGHT LOW SUCTION PRESSURE INTERLOCK
7 DATECKD
DRN
DES JOB NO.

SIGNED SHEET
0" 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY PG OF
C:\Revit Local Files\2973 Westhaven\2973.03 Intertie Project\2973.03_E_Trinidad-Westhaven Emergency Intertie Project_L23_JMi.rvt 4/25/2025 12:26:38 PM

INTERTIE PUMP STATION CONTROL DIAGRAM
JMi
JMi 4/25/25
I2.0
2973.03
BGe

TRINIDAD-WESTHAVEN EMERGENCY INTERTIE PROJECT

WESTHAVEN COMMUNITY SERVICES DISTRICT
I2.0
INTERTIE PUMP STARTER PNL CONTROL DIAGRAM 1
NTS I2.0
INTERTIE PUMP STARTER PNL ELEVATION 2
28 28

REVISIONS

NO DATE DESCRIPTION
4/25/25
City of Trinidad
Westhaven Community Services District
Trinidad-Westhaven Emergency Intertie Project
Construction Documents
May 2025
Project #: 12590133
Prepared for:

City of Trinidad
409 Trinity Street
Trinidad, California
Westhaven Community Services District
446 6th Avenue
Trinidad, California
Trinidad-Westhaven Emergency Intertie Project
May 2025
Prepared for
City of Trinidad
409 Trinity Street
Trinidad, California
Joe Tagliaboschi, City Manager
Westhaven Community Services District
446 6
th Avenue
Trinidad, California
Paul Rosenblatt, General Manager
Prepared by
GHD Inc. and PACE Engineering
Construction Documents
Project #: 12590133
May 2025

TABLE OF CONTENTS
Page
Advertisement for Bids................................................................................................................................. AD-1 PART 1 – BIDDING REQUIREMENTS
Information for Bidders.................................................................................................................................... B-1 Bidders' Checklist............................................................................................................................................ B-7 Bid .................................................................................................................................................................... B-8 Bid Schedule ................................................................................................................................................... B-9 Subcontractor Details.................................................................................................................................... B-11 Bid Bond ........................................................................................................................................................ B-12 Noncollusion Affidavit.................................................................................................................................... B-14 PART 2 – CONTRACT FORMS
Contract Agreement .......................................................................................................................................C-1 Performance Bond ..........................................................................................................................................C-3 Payment Bond ................................................................................................................................................C-5 Notice of Award ...............................................................................................................................................C-7 Notice to Proceed............................................................................................................................................C-8 Contractor’s Certificate Workmen’s Compensation .....................................................................................C-9 PART 3 – CONDITIONS OF THE CONTRACT
Conditions of the Contract ..........................................................................................................................GC-1 PART 4 – TECHNICAL SPECIFICATIONS
DIVISION 01 – GENERAL REQUIREMENTS
01 10 00 Summary...............................................................................................................................011000-1 01 20 00 Measurement and Payment................................................................................................. 012000-1 01 25 00 Substitution Procedures .......................................................................................................012500-1 01 30 00 Administrative Requirements...............................................................................................013000-1 01 32 00 Construction Schedule .........................................................................................................013200-1 01 33 00 Submittal Procedures ...........................................................................................................013300-1 01 40 00 Quality Requirements...........................................................................................................014000-1 01 50 00 Temporary Facilities and Controls.......................................................................................015000-1 01 56 00 Site Area and Cleanup .........................................................................................................015600-1 01 58 00 Traffic Control .......................................................................................................................015800-1 01 60 00 Product Requirements..........................................................................................................016000-1 01 57 00 Execution and Closeout Requirements...............................................................................015700-1 DIVISION 03 – CONCRETE
03 10 00 Concrete Forming and Accessories ....................................................................................031000-1 03 20 00 Concrete Reinforcing............................................................................................................032000-1 03 30 00 Cast-in-Place Concrete ........................................................................................................033000-1 03 48 00 Precast Concrete Utility Boxes, Manholes and Vaults .......................................................034800-1 DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
06 10 00 Rough Carpentry ..................................................................................................................061000-1 DIVISION 07 – THERMAL AND MOISTURE PROTECTION
07 21 16 Blanket Insulation .................................................................................................................072116-1 Construction Documents
Project #: 12590133
May 2025
07 41 13 Metal Roof Panels ................................................................................................................074113-1 07 42 13 Metal Wall Panels.................................................................................................................074213-1 DIVISION 08 – OPENINGS
08 12 13 Standard Hollow Metal Frames ...........................................................................................081213-1 08 13 13 Standard Hollow Metal Doors ..............................................................................................081313-1 08 71 00 Door Hardware .....................................................................................................................087100-1 DIVISION 09 – FINISHES
09 90 00 Painting and Coating ............................................................................................................099000-1 DIVISION 25 – INTEGRATION AUTOMATION
25 31 00 Control Panels and Accessories..........................................................................................253100-1 25 50 03 Flow Meters ..........................................................................................................................255003-1 25 50 05 Pressure Switches................................................................................................................255005-1 25 90 00 Ort and Fat Requirements....................................................................................................259000-1 DIVISION 26 – ELECTRICAL
26 05 19 Low-Voltage Electrical Power Conductors and Cables......................................................260519-1 26 05 26 Grounding and Bonding for Electrical Systems ..................................................................260526-1 26 05 29 Hangers And Supports for Electrical Systems....................................................................260529-1 26 05 33 Raceways and Boxes for Electrical Systems......................................................................260533-1 26 05 44 Sleeves And Sleeve Seals for Electrical Raceways and Cabling......................................260544-1 26 05 53 Identification for Electrical Systems.....................................................................................260553-1 26 24 16 Panelboards..........................................................................................................................262416-1 26 27 13 Customer Metering...............................................................................................................262713-1 26 27 26 Wiring Devices......................................................................................................................262726-1 26 51 00 Interior Lighting .....................................................................................................................265100-1 26 56 00 Exterior Lighting....................................................................................................................265600-1 DIVISION 31 – EARTHWORK
31 23 16 Excavation.............................................................................................................................311000-1 31 23 16 Trenching ............................................................................................................................312300-13 DIVISION 32 – EXTERIOR IMPROVEMENTS
32 12 16 Asphalt Paving......................................................................................................................321216-1 DIVISION 33 – UTILITIES
33 01 10 Disinfection of Water Utility Piping Systems .....................................................................330110-58 33 05 63 Concrete Vaults and Chambers ..........................................................................................330563-1 33 05 63 Public Water Utility Distribution Piping ................................................................................330563-1 DIVISION 40 – PROCESS INTERCONNECTIONS
40 05 07 Hangers and Supports for Process Piping..........................................................................400507-1 40 05 60 Process Valves .....................................................................................................................400560-1 40 05 67 Pressure-Regulating Valves ..............................................................................................400567-36 40 23 19 Process Piping......................................................................................................................402319-1 40 73 13 Pressure and Differential Pressure Gauges .......................................................................407313-1 DIVISION 40 – PROCESS GAS AND LIQUID, HANDLING, PURIFICATION AND STORAGE EQUIPMENT 43 23 10 Municipal Water Pumps ....................................................................................................... 432310-1 Construction Documents
Project #: 12590133
May 2025
PART 5 – PROJECT PLANS
AD-1 Construction Documents

ADVERTISEMENT FOR BIDS
Project #: 12590133
May 2025

ADVERTISEMENT FOR BIDS
City of Trinidad
Owner
409 Trinity Street, P.O. Box 390
Trinidad, California 95570
Address
Separate sealed bids will be received for the Trinidad-Westhaven Emergency Intertie Project. A conditional or qualified bid will not be accepted if it modifies the Plans or Specifications or method of work.

A non-mandatory pre-bid conference/site visit will be held to familiarize potential bidders with the project and is scheduled for 10AM June 5, 2025 at the Trinidad City Hall at 409 Trinity Street, Trinidad, CA.

The work consists of the furnishing of all labor, material, equipment, and supervision for the construction of the Trinidad-Westhaven Emergency Intertie Project. The work generally includes, but is not limited to constructing approximately 3,100 Ft of 6-inch pipe to connect the two distribution systems, three fire hydrants, an intertie pump station (IPS), and electrical connection at the Trinidad’s existing water treatment plant (WTP), as shown on the plans by PACE Engineering, Inc.

Bids will be received at the office of the Trinidad City Engineer at GHD Inc., 718 Third Street, Eureka, California until 4PM June 19, 2025 and then at said office publicly opened and read aloud. All Contractor questions must be submitted by 5PM June 10, 2025. Questions received after 5PM June 10, 2025 will not be responded to prior to the bid opening.

The Contract Documents are available and may be examined at the following locations:

Humboldt Builders Exchange, Eureka
North Coast Builders Exchange, Santa Rosa, CA
Shasta Builders Exchange, Redding, CA
GHD Inc., 718 Third Street, Eureka, California 95501
Copies of the Specifications and Plans may be obtained at the office of GHD Inc., located at 718 Third Street, Eureka, California, 95501, upon payment of $20.00 for each set.

None of the above payments for Contract Documents will be refundable.

Each proposal must be submitted on the prescribed form and accompanied by a certified check or Bid Bond in an amount of not less than 10 percent of the amount bid. Successful bidders will be required to furnish both a Payment Bond and Performance Bond in the full amount of the Contract Price.

In accordance with Public Contract Code Section 10263 the Contractor will be allowed to substitute securities for monies normally withheld by the Owner to ensure performance under this contract.

AD-2 Construction Documents

ADVERTISEMENT FOR BIDS
Project #: 12590133
May 2025
The general prevailing wage rates applicable to the work are set by the Director of the Department of Industrial Relations, State of California. The Contractor will be required to comply with any changes in these wage rates as they are updated by the State government at no cost to the Owner. Project must comply with regulations regarding labor compliance monitoring and prevailing wage requirements.

Joe Tagliaboschi
City Manager
City of Trinidad
Date
Construction Documents
PART 1 BIDDING REQUIRMENTS
Project #: 12590133
May 2025
PART 1: BIDDING REQUIREMENTS
B-1 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

INFORMATION FOR BIDDERS
Bids will be received by City of Trinidad (herein called the "Owner"), at the office of the Trinidad City Engineer at GHD Inc., 718 Third Street, Eureka, until the time listed in the Advertisement for Bids; and then at said office publicly opened and read aloud.

Each bid must be submitted in a sealed envelope, addressed to GHD Inc., 718 Third Street, Eureka, California 95501. Each sealed envelope containing a bid must be plainly marked on the outside as BID FOR Trinidad-Westhaven Emergency Intertie Project, and the envelope should bear on the outside the name of the bidder, their address, their license number if applicable, and the name of the Schedule or Schedules for which the bid is submitted. If forwarded by mail, the sealed envelope containing the bid must be enclosed in another envelope addressed to GHD Inc., 718 Third St., Eureka, CA 95501.

Bids received after the time specified opening will not be considered. The bidder is solely responsible for timely delivery of his bid. Bids received after the time specified in the notice be returned unopened; and an extension of bid opening for at least 72 hours if there are any material changes, additions, or deletions to the invitation for bids within 72 hours of the scheduled bid opening time.

A non-mandatory pre-bid site inspection conference is scheduled for June 5, 2025 at 10:00 am at the City of Trinidad, City Hall, 409 Trinity Street, Trinidad, California.

All bids must be made on the required bid form. All blank spaces for bid prices must be filled in, in ink or typewritten, and the bid form must be fully completed and executed when submitted. Only one copy of the bid form is required.

Award will be made to the lowest, responsive, responsible BIDDER. The low bidder shall be determined based on the sum of the Base Bid and Alternative Bid listed on the Bid Summary Sheet.

In its discretion, the Owner may reject any bids presented and readvertise. If two or more bids are the same and the lowest; the Owner may accept the one it chooses.

The Owner may waive any informalities or minor defects or reject any and all bids. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized postponement thereof.

Any bid received after the time and date specified shall not be considered.

No bidder may withdraw a bid within 90 days after the actual date of the opening thereof. Should there be reasons why the contract cannot be awarded within the specified period; the time may be extended by mutual agreement between the Owner and the bidder.

Bid Protest. Any bid protest must be in writing and received by the Owner at GHD Inc., 718 Third Street, Eureka, California 95501 before 5:00 p.m. no later than two (2) working days following bid opening (the “Bid Protest Deadline”) and must comply with the following requirements below.

Only a bidder who has actually submitted a Bid Proposal is eligible to submit a bid protest against another bidder. Subcontractors are not eligible to submit bid protests. A bidder may not rely on the bid protest submitted by another bidder, but must timely pursue its own protest.

The bid protest must contain a complete statement of the basis for the protest and all supporting documentation. Material submitted after the Bid Protest Deadline will not be considered. The protest must refer to the specific portion or portions of the Contract Documents upon which the protest is based.

The protest must include the name, address and telephone number of the person representing the protesting bidder if different from the protesting bidder.

B-2 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
A copy of the protest and all supporting documents must also be transmitted by fax or by e-mail, by or before the Bid Protest Deadline, to the protested bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest The protested bidder may submit a written response to the protest, provided the response is received by Owner before 5:00 p.m., within two (2) working days after the Bid Protest Deadline or after receipt of the bid protest, whichever is sooner (the “Response Deadline”). The response must include all supporting documentation. Material submitted after the Response Deadline will not be considered. The response must include the name, address and telephone number of the person representing the protested bidder if different from the protested bidder.

A copy of the response and all supporting documents must also be transmitted by fax or by e-mail, by or before the Bid Protest Deadline, to the protested bidder and any other bidder who has a reasonable prospect of receiving an award depending upon the outcome of the protest.

The procedure and time limits set forth in this section are mandatory and are the bidder’s sole and exclusive remedy in the event of bid protest. The bidder’s failure to comply with these procedures shall constitute a waiver of any right to further pursue a bid protest, including filing a Government Code Claim or initiation of legal proceedings.

Bidders must satisfy themselves of the accuracy of the estimated quantities in the bid schedule by examination of the site and a review of the Plans and Specifications including addenda. After bids have been submitted, the bidder shall not assert that there was a misunderstanding concerning the quantities of Work or of the nature of the Work to be done.

The Contract Documents contain the provisions required for the construction of the project. Information obtained from an officer, agent, or employee of the Owner or any other person shall not affect the risks or obligations assumed by the Contractor or relieve him from fulfilling any of the conditions of the contract.

Each bid must be accompanied by a bid bond payable to the Owner, for ten percent of the total amount of the bid. As soon as the bid prices have been compared, the Owner will return the bonds of all except the three lowest responsible bidders. When the Agreement is executed, the bonds of the two remaining unsuccessful bidders will be returned. The bid bond of the successful bidder(s) will be retained until the payment bond and performance bond have been executed and approved, after which it will be returned. A certified check may be used in lieu of a bid bond.

A performance bond and a payment bond, each in the amount of 100 percent of the contract price, with a corporate surety approved by the Owner, will be required for the faithful performance of the Contract.

Attorneys-in-fact who sign bid bonds or payment bonds and performance bonds must file with each bond a certified and effective dated copy of their power of attorney.

The party to whom the contract is awarded will be required to execute the Agreement and obtain the performance bond and payment bond and proof of insurance within fourteen (14) calendar days from the date when Notice of Award is delivered to the bidder. The Notice of Award shall be accompanied by the necessary Agreement and bond forms. In case of failure of the bidder to execute the Agreement, the Owner may at his option consider the bidder in default, in which case the bid bond accompanying the proposal shall become the property of the Owner.

The Owner, within thirty (30) calendar days of receipt of an acceptable performance bond, payment bond and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the bidder may submit a written notice to the Owner to withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner.

B-3 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
The Notice to Proceed shall be issued within thirty (30) calendar days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual agreement between the Owner and Contractor.

The Owner will strive to issue the Notice to Proceed by July 11, 2025, or as soon thereafter as reasonable.

If the Notice to Proceed has not been issued within the thirty (30) calendar days period or within the period mutually agreed upon, the Contractor may terminate the Agreement with notice to the Owner without further liability on the part of either party.

The Contractor shall begin work within fifteen (15) calendar days of the Notice to Proceed and shall complete the work within 120 calendar days.

The Contractor shall pay the City the sum of $1,500 per day, for each and every working days delay in finishing the work in excess of the number of working days prescribed above.

The Owner may make such investigations as he deems necessary to determine the ability of the bidder to perform the work, and the bidder shall furnish to the Owner all such information and data for this purpose as the Owner may request. The Owner reserves the right to reject any bid if the evidence submitted by, or investigation of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out the obligations of the Agreement and to complete the work contemplated therein.

A conditional or qualified bid will not be accepted if it modifies the Plans or Specifications or method of work.

All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout. The Bidder is cautioned to familiarize himself/herself with all applicable permits associated with this project.

The Bidder shall supply the names and addresses of major material suppliers and/or fabricators with his/her bid.

This is a Public Works Project funded with CA State funds. CA State prevailing wage rates will be required on this project. Pursuant to CA Labor Code 1725.5 all contractors and subcontractors must be currently registered and be in good standing with the Department of Industrial Relations to be listed on a bid and work on a public works project. All contractors must electronically submit their payroll to the Department of Industrial Relations and submit their payroll to the Prime Contractor. All contractors and subcontractors working on this project must keep certified payroll records in accordance with Labor Code 1776
In accordance with Labor Code 1720, the Division of Labor Standards and Research has determined the general prevailing rates or wages and employer payments for health and welfare, pension, vacation, travel time, and subsistence pay as provided for in section 1773.8. Holiday and overtime work when permitted by law shall be paid for at a rate of at least one and one-half times the above specified rate of per diem wages, unless otherwise specified.

It shall be mandatory upon the Contractor herein and upon any Subcontractor to pay not less than the said specified rates to all laborers, workers and mechanics employed by them in the execution of the Agreement pursuant to CA Labor Code 1774.

Attention is directed to the provisions in section 1777.5 and sections 1777.6 of the Labor Code concerning the requirement to employ apprentices by all Contractors.

The Contractor shall comply with and shall cause his subcontractors to comply with all laws and regulations governing the contractor’s and subcontractor’s performance on this project including, but not B-4 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
limited to: anti discrimination laws, workers’ compensation laws, and prevailing wage laws as set forth in CA Labor Code, Sections 1720-1861 et seq. and licensing laws, as well as Federal Labor Standards set forth in the Davis-Bacon Act (40 USC 276(a-a5), the Copeland “Anti-Kickback” Act (40 USC 276©; and the Contract Work Hours and Safety Standards Act (CWHSSA) (40 USC 327-333). The contractor is required to include the prevailing wage language in all subcontracts pursuant to CA Labor Code 1775(E)(b)(1). The Contractor shall post, at appropriate conspicuous points on the site of the Project, a schedule showing all the determined general prevailing wage rates.

The Contractor agrees to comply with Labor Code Section 1775 (Payment of the Prevailing Wage Rates) and Labor Code 1776 (keeping accurate records) and Labor Code 1777.5, placing responsibility for compliance with the statutory requirements for all apprenticeable occupations on the prime contractor.

The Contractor shall comply with the requirements imposed by the California Labor Code Sections 1720 through 1861 regarding public works projects and prevailing wage laws and sections 16000-16800 of the CA Code of Regulations.

Contractors and any Subcontractors shall be assessed penalties for violating the following labor codes:
• CA Labor Code 1813 for overtime, $25.00 per worker per calendar day; • 1775 for underpayment of the prevailing wage, not more than $200.00 per day per worker, and not less than $40.00.
• 1776 for inaccurate or incomplete payroll records, $100.00 per each calendar day, or portion thereof, for each worker, until strict compliance is effectuated.

The project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The contractor shall post job site notices, as prescribed by regulation. Each contractor and subcontractor shall furnish the records specified in Section 1776 directly to the Labor Commissioner, in the following manner: At least monthly in a format prescribed by the Labor Commissioner.

The U.S. Department of Transportation (DOT) provides a toll-free “hotline” service to report bid rigging activities. Bid rigging activities can be reported Mondays through Fridays, between 8:00 a.m. and 5:00 p.m., Eastern Time, Telephone No. 1-800-424-9071. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report these activities. The “hotline” is part of the DOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General. All information will be treated confidentially and caller anonymity will be respected.

The Contract Documents under which it is proposed to execute the work consist of the Plans, Standard Specifications, and all material bound herewith. These Contract Documents are intended to be mutually cooperative and to provide all details reasonably required for the execution of the proposed work. Any person contemplating the submission of a proposal shall have thoroughly examined all of the various parts of these Documents, and should there be any doubt as to the meaning or intent of said Contract Documents, the Bidder should request of the Resident Engineer, in writing at least six working days prior to bid opening, an interpretation thereof. Any interpretation or change in said Contract Documents will be made only in writing, in the form of addenda to the Documents and will be furnished to all Bidders receiving a set of the Documents, who shall submit, or indicate receipt of all addenda with their proposals.

The Owner will not be responsible for any other explanation or interpretations of said Documents.

Questions regarding the Plans and Specifications shall be submitted in writing to Dagan Short at GHD Inc., 718 Third Street, Eureka, CA, by email at [email protected], or by fax at 707-444-8330. Replies to such inquiries will be in the form of an addendum or clarification that will be mailed to all plan holders.

Requests for clarification regarding various portions may be made by phone to Dagan Short, at GHD Inc., 707-443-8326. Technical questions will not be accepted after 5:00 pm, on June 10, 2025.

Copies of Contract Plans and Specifications may be obtained from the office of GHD Inc., as specified in the Advertisement for Bids. The payment will not be refundable. Contact GHD Inc. to be added to the plan holders list and obtain addenda.

B-5 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
Portions of these Contract Documents may contain standard preprinted material. The Bidder's attention is called to the Conditions of the Contract which may modify and add to the preprinted material contained herein.

Sentences in the Contract Documents which are phrased in mandatory language, but which include no explicit reference to the party who has responsibility for performing the mandated duty, shall be interpreted as imposing responsibility for performance of the duty described on the Contractor. For example, a directive that "the site shall be kept clean" would impose the duty of keeping the site clean on the Contractor.

Where the Proposal for the Work is to be submitted on a unit price basis, unit prices will be accepted on all items of work set forth in the Proposal, except those designated to be paid for as a lump sum. The estimate of quantities of work to be done is tabulated in the Proposal and, although stated with as much accuracy as possible, is approximate only and is assumed solely for the basis of calculation upon which the award of Contract shall be made, unless identified as a final pay item. Payment to the Contractor will be made on the measurement of the work actually performed by the Contractor and as specified on the Contract Documents. The Owner reserves the right to increase or diminish the amount of any class of work as may be deemed necessary.

When the Proposal for the Work is to be submitted on a lump sum basis, a single lump sum price shall be submitted in the appropriate place. The total amount to be paid the Contractor shall be the amount of the lump sum in the Proposal, as adjusted for additions or deletions resulting from changes in construction.

After award of Contract, the Contractor will be required to break down the lump sum Proposal into unit prices for the various portions to be completed. This breakdown of unit prices shall be submitted to the owner prior to submittal of any payment request.

All blank spaces in the Proposal form must be filled in, in ink, in both words and figures where required.

No changes shall be made in the phraseology of the forms. Written amounts shall govern in cases of discrepancy between the amounts stated in writing and the amounts stated in figures. In case of discrepancy between unit prices and totals, unit prices will prevail.

Any Proposal shall be deemed informal which contains omissions, erasures, alterations, or additions of any kind, or prices uncalled for, or in which any of the prices are obviously unbalanced, or which in any manner shall fail to conform to the conditions of the published Advertisement for Bid.

The Bidder shall sign his Proposal in the blank space provided therefore. If Bidder is a corporation, the legal name of the corporation shall be set forth above, together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation. If Bidder is a co-partnership, the true name of the firm shall be set forth above, together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership. If signature is by an agent, other than an officer of a corporation or a member of a partnership, a Power of Attorney must be on file with the Owner prior to opening of Proposals or submitted with the Proposal, otherwise the Proposal will be regarded as not properly authorized.

State and local sales and use taxes, as required by the laws and statutes of the State and its political subdivisions, shall be paid by the Contractor. Prices quoted in the Proposal shall include sales tax unless provision is made in the Proposal form to separately itemize the tax.

Any Bidder may modify his bid by telegraphic or written communication at any time prior to the scheduled closing time for receipt of bids, provided such communication is received by the Owner prior to the closing time. The telegraphic or written communication should not reveal the bid price but should state the addition or subtraction or other modification so that the final prices or terms will not be known by the Owner until the sealed bid is opened.

B-6 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
Each Bidder must inform himself of the conditions relating to the execution of the work, and it is assumed that he will inspect the site, subsurface conditions, utility locations, weather, variations of soil moisture and workability with rainfall, site access, and make himself thoroughly familiar with all the Contract Documents. The bidder should check with local contractors regarding local site, surface, subsurface and material conditions and variability. Failure to do so will not relieve the successful Bidder of his obligation to enter into a contract and complete the contemplated work in strict accordance with the Contract Documents. The Bidder's attention is called to the General Conditions and of the Contract Documents in regards to the Bidder's obligation to verify for himself and to his complete satisfaction all information concerning site and subsurface conditions, and Notice requirements.

Each Bidder shall inform himself of, and the Bidder awarded a contract shall comply with, State and local laws, statutes, and ordinances relative to the execution of the Work. This requirement includes, but is not limited to, applicable regulations concerning employment of labor, protection of public and employee safety and health, environmental protection, the protection of natural resources, fire protection, burning and non-burning requirements, permits, fees, and similar subjects.

B-7 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

BIDDERS' CHECKLIST
This checklist has been prepared and furnished to aid bidders in including all necessary supporting information with their bid. Bidders' submittals should include, but are not limited to the following:

ITEM PAGE CHECKED

1. Bid B-6

2. Bid Proposal B-7

3. Acknowledgement of Addenda B-8

4. Authority to Sign Bid Proposal (Attached to Bid Bond)

5. List of Subcontractors
(Subcontractor Details) B-9

6. Bid Bond B-10

7. Power of Attorney B-11

8. Non Collusion Affidavit B-12
B-8 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
BID
Proposal of
(hereinafter called "Bidder"), organized and existing under the laws of the State of California, doing business as *.

To the City of Trinidad, (hereinafter called "Owner").

In compliance with your Advertisement for Bids, Bidder hereby proposes to perform all work for the Trinidad-Westhaven Emergency Intertie Project in strict accordance with the Contract Documents, within the time set forth therein, and at the prices stated below.

In the event of a difference between a price quoted in words and a price quoted in figures for the same quotation, the words shall be the amount bid. In the event that the product of a unit price and an estimated quantity does not equal the extended amount quoted, the unit price shall govern and the corrected product of the unit price and the estimated quantity shall be deemed to be the amount bid. If the sum of two or more items in a bidding schedule does not equal the total amounts quoted, the individual items amounts shall govern and the corrected total shall be deemed to be the amount bid.

By submission of this bid, each bidder certifies, and in the case of a joint bid, each party certifies as to his own organization, that his bid has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this bid with any other bidder or with any competitor.

Bidder hereby agrees to commence work under this Contract on or before a date to be specified in the Notice to Proceed and to fully complete the project and pay the liquidated damages as provided in Articles III and IV of the General Conditions.
*Insert "a corporation," "a partnership," or "an individual" as applicable.

B-9 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

BID PROPOSAL

BID SCHEDULE
Bidder agrees to perform all the work described in the Contract Documents for the following unit prices or lump sum.

NOTE: Bids shall include sales tax and all other applicable taxes and fees.

BASE BID SCHEDULE ITEMS
Item
No.

Description Quantity Unit Unit Cost Total Cost
1 Mobilization and Demobilization 1 LS
2 6-inch C900 PVC Pipe 3,107 LF
3 Tie-in to Westhaven CSD System 1 LS
4 Flushing Hydrant w/ Gate Valve 3 EA
5 Sampling Station 2 EA
6 Combination Air Vacuum Valve 1 EA
7 6-inch Gate Valve 5 EA
8 Blowoff 1 EA
9 Trench Cutoffs 27 EA
10 Temporary Traffic Control 1 LS
11 Intertie Pump Station 1 LS
12 Electrical Improvements 1 LS
13 Sheeting, Shoring, and Bracing 1 LS
14 Bollards 3 EA
15 Cultural Monitor 1 LS
TOTAL BASE BID ($ )
(Add Base Items 1 through 15)

ADDITIVE BID SCHEDULE ITEMS
Item
No.

Description Quantity Unit Unit Cost Total Cost
1 Building Gutters 1 LS
2 Integrate Flow Meter into Trinidad WTP
SCADA
1 LS
TOTAL ADDITIVE BID($ )
(Add Additive Items 1 through 2)
Determination of low bid and award:

Awards will be made to the lowest, responsive, responsible, BIDDER. The low bidder shall be determined based on the sum of all Bid Schedules. Depending on the bids and the availability of funds, the City may award some or all the Additive Bid items, or the City may choose not to award any or all items. Additional bid items may be added to award as a change order during the project and the bid amounts shown here shall be the agreed upon contract amount for the work.

Receipt of the following Addenda is acknowledged:

B-10 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
The representations made herein are made under penalty of perjury.

Respectfully submitted:

Signature Title
License Number Date
License Expiration Date
(SEAL - If Bid is by Corporation)
B-11 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

SUBCONTRACTOR DETAILS
The bidder certifies that:

A. __ I do not intend to subcontract any work on this project.

B. __ I do intend to subcontract portions of the work on this project.

NOTE: The bidder shall check box A or box B. If the bidder does not check a box, it will be deemed that he has checked box A.

If awarded the Contract, the bidder proposes to employ the following subcontractors who will perform work or labor or render service to the bidder in or about the work in an amount in excess of one-half of one percent (0.5%) of the total amount of Bidder's proposal. If no subcontract work is proposed, except within the one-half of one percent (0.5%) limit set forth, the Bidder shall so state.

NAME & ADDRESS DESCRIPTION OF WORK SUBCONTRACTOR'S
OF SUBCONTRACTOR TO BE SUBCONTRACTED CALIF. LIC. NO.

B-12 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and
, as Surety, are hereby held and firmly bound unto
The City of Trinidad, as Owner, in the penal sum of ___________________________for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns.

Signed this ____ day of ________________, 2025.

The Condition of the above obligation is such that whereas the Principal has submitted to ________________________ a certain bid, attached hereto and hereby made a part hereof to enter into a contract in writing, for the:

Trinidad-Westhaven Emergency Intertie Project

NOW, THEREFORE,
(a)If said bid shall be rejected, or
(b)If said bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid), and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such bid; and said Surety does hereby waive notice of any such extension.

B-13 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025
IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above.

SEAL:

Principal
By:

Title:

Surety
By:

Title:

IMPORTANT - Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located.

NOTE: Bidder shall provide current “Power of Attorney” for Attorney-in-fact who signs Bid Bond.

B-14 Construction Documents
PART 1: BIDDING REQUIRMENTS
Project #: 12590133
May 2025

NON COLLUSION AFFIDAVIT TO BE EXECUTED

BY BIDDER AND SUBMITTED WITH BID
(Public Contract Code 7106)
State of California
County of ________________
City of ___________________
The undersigned declares:

____________________________, being first duly sworn, deposes and says that he or she is __________________of_______________, the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

By _______________________________________________________ Subscribed and sworn to before me on ___________________________ (date)
___________________________________________________________ (Notary Public)
(SEAL)

THIS PAGE INTENTIONALLY LEFT BLANK
PART 2: CONTRACT FORMS
C-1 PART 2: CONTRACT FORMS
Project #: 12590133

CONTRACT AGREEMENT
THIS AGREEMENT, MADE THIS DAY OF , 2025, by and
between the City of Trinidad, hereinafter called "Owner," and ,
doing business as .
(insert "a corporation," "a partnership," or "an individual" as applicable).

WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned:

PART 1 The Contractor will commence and complete the:

Trinidad-Westhaven Emergency Intertie Project
PART 2 The Contractor will furnish all of the material, supplies, tools, equipment, labor and other services necessary for the construction and completion of the project described herein.

PART 3 The Contractor will commence the work required by the Contract Documents within fifteen (15) calendar days after the date of the Notice to Proceed and will complete the same within the time provided in Section B-35 of the General Conditions, unless the period for completion is extended otherwise by the Contract Documents.

PART 4 The Contractor agrees to perform all of the work described in the Contract Documents and comply with terms therein for the sum of $ , or as shown in the Bid Schedule.

PART 5 The Contract Documents consist of the Bidding Requirements, Contract Forms, Conditions of the Contract, the Specifications, and the Plans, including all modifications thereof incorporated into the documents before their execution, and including all other requirements incorporated by specific reference thereto. These form the Contract.

PART 6 The Owner will pay to the Contractor in the manner and at such times as set forth in the General Conditions such amounts as required by the Contract Documents.

PART 7 This Agreement shall be binding upon all parties hereto and their respective heirs, executors, administrators, successors, and assigns.

PART 8 The general prevailing rates of per diem wages shall be paid by the Contractor.

C-2 PART 2: CONTRACT FORMS
Project #: 12590133
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in quadruplicate, each of which shall be deemed an original on the date first above written.

City of Trinidad
Owner
ATTEST:

By
(seal) Joe Tagliaboschi, City Manager
As authorized by the
Trinidad City Council
City Clerk
Contractor (Seal)
By
License No.:

Expiration:

C-3 PART 2: CONTRACT FORMS
Project #: 12590133

PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS: That
________________________________________________________________ (Name of Contractor)
________________________________________________________________ (Address of Contractor)
a _________________________________________, hereinafter called Principal, and (Corporation, Partnership, or Individual)
________________________________________________________________ (Name of Surety)
________________________________________________________________ (Address of Surety)
hereinafter called Surety, are held and firmly bound unto City of Trinidad
409 Trinity Street, Trinidad CA 95570 ,
(Address of Owner)
hereinafter called Owner, in the penal sum of
____________________________________________ Dollars, in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated ______ day of __________________, 2025, a copy of which is hereto attached and made a part hereof for the installation of:

Trinidad-Westhaven Emergency Intertie Project _____________________ ____________________________________________________________________________ NOW, THEREFORE, If the Principal shall well, truly and faithfully perform its duties, all the undertaking, covenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety and during one year (minimum) guaranty period, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect.

PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder of the Specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the Specifications.

C-4 PART 2: CONTRACT FORMS
Project #: 12590133
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in 4 counterparts, each one of which shall be deemed an original, this _____ day of _______________, 2025.

ATTEST:
____________________________
Principal
_____________________________
(Principal) Secretary
By__________________________
(SEAL)
____________________________
(Address)
____________________________
_____________________________
Witness as to Principal
_____________________________
(Address) _____________________________
Surety
ATTEST:

By___________________________
_____________________________ Attorney-in-Fact
Witness as to Surety _____________________________
(Address)
_____________________________ _____________________________ (Address)
NOTE: Date of Bond must not be prior to date of Contract. If Contractor is Partnership, all partners should execute Bond.

IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located.

C-5 PART 2: CONTRACT FORMS
Project #: 12590133

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that
________________________________________________________________ (Name of Contractor)
________________________________________________________________ (Address of Contractor)
a _________________________________________________, hereinafter (Corporation, Partnership, or Individual)
called Principal, and _______________________________________________ (Name of Surety)
________________________________________________________________ (Address of Surety)
hereinafter called Surety, are held and firmly bound unto ________________________________________________________________ (Name of Owner)
________________________________________________________________ (Address of Owner)
hereinafter called Owner, in the penal sum of
________________________________________ Dollars ($________________) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Owner, dated _____ day of _____________, 2025, a copy of which is hereto attached and made a part hereof for the construction of:

Trinidad-Westhaven Emergency Intertie Project ___________________ _______________________________________________________________ NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such work, and all insurance premiums of said work, and for all wages and fringe benefits of labor, performed in such work, whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect.

PROVIDED, FURTHER, that the said Surety for value received hereby stipulated and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications.

C-6 PART 2: CONTRACT FORMS
Project #: 12590133
PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.

IN WITNESS WHEREOF, this instrument is executed in 4 counterparts, each one of which shall be deemed an original, this ______ day of _____________, 2025.

ATTEST:
_____________________________
_____________________________ Principal
(Principal) Secretary
By___________________________

_____________________________
Address
_____________________________
_____________________________
Witness as to Principal
_____________________________
Address
_____________________________
ATTEST: Surety
_____________________________ By___________________________ Witness as to Surety Attorney-in-Fact
_____________________________
_____________________________ Address
Address
_____________________________ _____________________________ NOTE: Date of bond must not be prior to date of Contract. If Contractor is Partnership, all partners should execute bond.

IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located.

C-7 PART 2: CONTRACT FORMS
Project #: 12590133

NOTICE OF AWARD
TO:

PROJECT Description:

Trinidad-Westhaven Emergency Intertie Project
The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for BIDS dated and Information for BIDDERS.

You are hereby notified that your BID for the Bid Schedule has been accepted for items in the amount of $
You are required by the Information for BIDDERS to execute the Agreement and furnish the required bonds and Contractor's certificates of insurance within fourteen (14) calendar days from the date this Notice is received by you.

If you fail to execute said Agreement and to furnish said INSURANCE within fourteen (14) calendar days from the date of receipt of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law.

You are required to return an acknowledged copy of this NOTICE OF AWARD to the Trinidad City Engineer within two (2) calendar days from receipt of this notice.

Dated this day of , 2025
Owner City of Trinidad
By Title

ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged by:

This the day of , 2025.

By Title
C-8 PART 2: CONTRACT FORMS
Project #: 12590133

NOTICE TO PROCEED
TO: DATE: July 11, 2025
PROJECT: City of Trinidad____
Trinidad-Westhaven Emergency Intertie Project
You are hereby notified to commence work in accordance with the Agreement dated July 21, 2025, and you are to complete the work within 120 consecutive calendar days thereafter. The date of completion of all work is therefore November 18, 2025.

You are required to return an acknowledged copy of this NOTICE TO PROCEED to the Trinidad City Engineer within two (2) calendar days of receipt of this notice.

CITY OF TRINIDAD
Owner
By__________________________
Joe Tagliaboschi, City Manager

ACCEPTANCE OF NOTICE
Receipt of the above NOTICE TO PROCEED is hereby acknowledged by _________________ this the ______ day of , 2025.

By
C-9 PART 2: CONTRACT FORMS
Project #: 12590133

CONTRACTOR'S CERTIFICATE REGARDING WORKMEN'S COMPENSATION Labor Code Section 3700,
"Every employer except the State and all political subdivisions or institutions thereof, shall secure the payment of compensation in one or more of the following ways:
(a) By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in this State.
(b) By securing from the Director of Industrial Relations a certificate of consent to self-insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his employees." I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen's compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the work of this contract.

By _____________________________
Title _____________________________
Date _____________________________
(In accordance with Article 5 (commencing at Section 1860, Chapter 1, Part 7, Division 2, of the Labor Code, the above certificate must be signed and filed with the awarding body prior to performing any work under this contract).

City of Trinidad
Trinidad-Westhaven Emergency Intertie Project
PART 3: CONDITIONS OF THE CONTRACT 3-i
Project #: 12590133
May 2025
PART 3: CONDITIONS OF THE CONTRACT
City of Trinidad
Trinidad-Westhaven Emergency Intertie Project
PART 3: CONDITIONS OF THE CONTRACT 3-i
Project #: 12590133
May 2025

GENERAL CONDITIONS

TABLE OF CONTENTS
SECTION A – DEFINITIONS AND TERMS
A-1 General ..................................................................................................................................... 3-1 A-2 Abbreviations ............................................................................................................................ 3-1 A-3 Definitions ................................................................................................................................. 3-2 SECTION B – GENERAL CONDITIONS
ARTICLE I. SCOPE OF WORK......................................................................................................... 3-7 B-1 Intent of Contract Documents ................................................................................................... 3-7 B-2 Contractor's Understanding ...................................................................................................... 3-7 B-3 Changes in the Work ................................................................................................................ 3-7 B-4 Procedures and Allowable Costs on Changes ......................................................................... 3-8 B-5 Unilateral Change in or Addition to the Work ......................................................................... 3-10 B-6 Differing Site Conditions ......................................................................................................... 3-10 B-7 Claims for Extra Costs ............................................................................................................ 3-10 B-8 Disputes .................................................................................................................................. 3-12 B-9 Guarantee............................................................................................................................... 3-12 ARTICLE II. CONTROL OF WORK................................................................................................. 3-13 B-10 Authority of the Resident Engineer......................................................................................... 3-13 B-11 Drawings ................................................................................................................................. 3-13 B-12 Construction Staking and Surveys.......................................................................................... 3-15 B-13 Permits and Regulations......................................................................................................... 3-15 B-14 Conformity with Contract Documents and Allowable Deviations............................................ 3-15 B-15 Coordination and Interpretation of Contract Documents ........................................................ 3-15 B-16 Subcontracts ........................................................................................................................... 3-16 B-17 Cooperation of Contractors..................................................................................................... 3-16 B-18 Superintendence..................................................................................................................... 3-17 B-19 Inspection of Work .................................................................................................................. 3-17 B-20 Removal of Rejected and Unauthorized Work and Materials................................................. 3-19 B-21 Deductions for Uncorrected Work........................................................................................... 3-19 B-22 Equipment and Plants............................................................................................................. 3-19 B-23 Character of Worker................................................................................................................ 3-20 B-24 Separate Contracts................................................................................................................. 3-20 B-25 Materials, Services and Facilities ........................................................................................... 3-21 B-26 Storage of Materials................................................................................................................ 3-22 B-27 Trade Names and Alternatives ............................................................................................... 3-22 B-28 Certificate of Compliance........................................................................................................ 3-22 B-29 Assignment ............................................................................................................................. 3-23 B-30 Use of Completed Portions, Right to Operate Unsatisfactory Equipment or Facilities........... 3-23 B-31 Lands for Work, Right-of-Way Construction Roads................................................................ 3-23 B-32 City's Right to Audit and Preservation of Records.................................................................. 3-24 ARTICLE III. PROGRESS AND COMPLETION OF WORK............................................................ 3-26 B-33 Progress Schedule.................................................................................................................. 3-26 B-34 Commencement and Progress of the Work and Time of Completion.................................... 3-26 B-35 Suspension of Work................................................................................................................ 3-26 B-36 Termination For Default - Damages For Delay - Timely Extension........................................ 3-28 City of Trinidad
Trinidad-Westhaven Emergency Intertie Project
PART 3: CONDITIONS OF THE CONTRACT 3-ii
Project #: 12590133
May 2025
B-37 Rights of CITY Upon Termination........................................................................................... 3-29 B-38 Failure to Complete the Work in the Time Agreed Upon - Liquidated Damages ................... 3-29 B-39 Clean-up ................................................................................................................................. 3-30 ARTICLE IV. LEGAL RELATIONS AND RESPONSIBILITY........................................................... 3-31 B-40 Compliance with Laws - Permits, Regulations, Taxes............................................................ 3-31 B-41 Prevailing Wage...................................................................................................................... 3-31 B-42 Labor Discrimination ............................................................................................................... 3-32 B-43 Eight-Hour Day Limitation....................................................................................................... 3-32 B-44 Compliance with State Requirements for Employment of Apprentices .................................. 3-32 B-45 Underground Utilities .............................................................................................................. 3-32 B-46 Water Pollution........................................................................................................................ 3-33 B-47 Payment of Taxes................................................................................................................... 3-33 B-48 Permits and Licenses ............................................................................................................. 3-33 B-49 Patents.................................................................................................................................... 3-33 B-50 Public Convenience ................................................................................................................ 3-33 B-51 Safety...................................................................................................................................... 3-34 B-52 Protection of Person and Property.......................................................................................... 3-36 B-53 Responsibility for Repair of Facilities...................................................................................... 3-36 B-54 Resolution of Construction Claims.......................................................................................... 3-37 B-55 CITY's Repair.......................................................................................................................... 3-37 B-56 Antitrust Claim Assignment..................................................................................................... 3-37 B-57 Waiver of Right to Rescind For Material Breach .................................................................... 3-37 B-58 Contractor's License Notice.................................................................................................... 3-38 ARTICLE V. INSURANCE AND LIABILITY ..................................................................................... 3-39 B-59 Insurance ................................................................................................................................ 3-39 B-60 Indemnity and Litigation Cost ................................................................................................. 3-41 B-61 Protection of Work .................................................................................................................. 3-41 B-62 No Personal Liability ............................................................................................................... 3-43 ARTICLE VI. MEASUREMENT AND PAYMENT ............................................................................ 3-44 B-63 Measurement of Quantities..................................................................................................... 3-44 B-64 Scope of Payment................................................................................................................... 3-44 B-65 Progress Estimate................................................................................................................... 3-44 B-66 Progress Payments................................................................................................................. 3-45 B-67 Liens and Stop Notices........................................................................................................... 3-46 B-68 Final Acceptance and Date of Completion ............................................................................. 3-46 B-69 Final Payment......................................................................................................................... 3-46 B-70 Final Release.......................................................................................................................... 3-46 B-71 Right to Withhold Payments ................................................................................................... 3-47 B-72 Waiver of Interest.................................................................................................................... 3-48 B-73 Satisfaction of Claims and Liens............................................................................................. 3-48 General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-1 Project #: 12590133
May 2025

SECTION A

DEFINITIONS AND TERMS
A-1 General
Wherever the following abbreviations and terms, or pronouns in place of them, are used in these Conditions and other Contract Documents of which these Conditions are a part, the intent and meaning shall be interpreted as provided below.

Registration with the California Department of Industrial Relations – The Project is further subject to the California Labor Code § 1725.5. Therefore, CONTRACTOR and any subcontractor must be registered with the California Department of Industrial Relations during the term of the project.

A-2 Abbreviations
The following abbreviations may be used in the Contract Documents:

AA Aluminum Association
AASHO American Association of State Highway Officials
ABMA American Boiler Manufacturer's Association
ACI American Concrete Institute
AGA American Gas Association
AGC Associated General Contractors
AGMA American Gear Manufacturer's Association
AI The Asphalt Institute
AIA American Institute of Engineers
AISC American Institute of Steel Construction
AISI American Iron and Steel Institute
ALSC American Lumber Standards Committee
ANSI American National Standards Institute, Inc.

API American Petroleum Institute
APWA American Public Works Association
AREA American Railway Engineering Association
ASCE American Society of Civil Engineers
ASME American Society of Mechanical Engineers
ASTM American Society for Testing and Materials
AWPA American Wood Preservers' Association
AWS American Welding Society
AWWA American Water Works Association
BHMA Builders Hardware Manufacturers Association
CARB California Air Resources Board
CCMTC California Concrete Masonry Technical Committee
CRSI Concrete Reinforcement Steel Institute
DFPA Douglas Fir Plywood Association
ETL Electrical Testing Laboratory
EPA Environmental Protection Agency
FS Federal Specification
ICBO International Conference of Building Officials
IEEE The Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society
IPCEA Insulated Power Cable Engineers Association
MBMA Metal Building Manufacturer's Association
MSS Manufacturers Standardization Society of the Valve and Fitting Industry Standards NBFU National Board of Fire Underwriters
NBS National Buildings Standards
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NEC National Electrical Code
NEMA National Electrical Manufacturers Association
NFPA National Fire Protection Association
OSHA Occupational Safety and Health Act of 1970
PCA Portland Cement Association
SMACNA Sheet Metal and Air Conditioning Contractor's National Association SSPC Steel Structures Painting Council
SSPWC Standard Specifications for Public Works Construction UBC Uniform Building Code
USPHS United States Public Health Service
UL Underwriter's Laboratory
UMC Uniform Mechanical Code
UPC Uniform Plumbing Code
USAS United States of America Standard Institute
USBR United States Bureau of Reclamation
WCLIB West Coast Lumber Inspection Bureau
WIC Woodwork Institute of California
"Bureau" - United States Bureau of Reclamation
"State" - State of California
"State Standard Specifications" - Standard Specifications issued by the State of California Business and Transportation Agency, Department of Transportation, dated 2010, and as amended, unless a specific edition is referenced.

A-3 Definitions
a) Acceptance - The formal written acceptance by the CITY of the entire Contract which has been completed in all respects in accordance with the Specifications and any approved modifications. b) Addenda - Written or graphic instruments issued prior to the execution of the Agreement which modify or interpret the Contract Documents, Drawings and Specifications by additions, deletions, clarifications or corrections.
c) As Approved - The words "as approved" unless otherwise qualified, shall be understood to be followed by the words "by the Resident Engineer."
d) Bid - The offer of the bidder for the work when made out and submitted on the prescribed bid form, properly signed and guaranteed. A Bid is also known as a Proposal. e) Bid Bond - The cash, cashier's check, certified check, or bidder's bond accompanying the bid submitted by the bidder, as a guarantee that the bidder will enter into a Contract with the CITY for the performance of work herein described.
f) Bidder - Any individual, firm, partnership or corporation submitting a bid for the work contemplated, and acting directly or through a duly authorized representative. g) Change Orders - A written order to the Contractor authorizing an addition, deletion, or revision in the work within the general scope of the Contract Documents or authorizing adjustment in the Contract price or Contract time.
h) City - The CITY OF TRINIDAD, may also be referred to as the CITY, or Owner. i) District – WESTHAVEN COMMUNITY SERVICES DISTRICT, may also be referred to as the DISTRICT.
j) City Council - The CITY COUNCIL OF TRINIDAD, may also be referred to as the CITY General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-3 Project #: 12590133
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COUNCIL, or Owner.
k) City Project Representative – The authorized representative of the CITY who is assigned to the project site or any part of thereof. Wherever in these documents the word " City Project Representative " appears, it shall be understood to mean GHD Inc. l) Claim - A separate demand by the Contractor for (i) a time extension, (ii) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (iii) an amount the payment of which is disputed by the CITY. m) Contract - The written agreement covering the performance of the work and the furnishing of labor, materials, tools and equipment in the construction of the work. The Contract shall include all Contract Documents and supplemental agreements amending or extending the work contemplated which may be required to complete the work in a substantial and acceptable manner. Supplemental agreements are written agreements covering alterations, amendments or extensions to the Contract and include Addenda and Contract Change Orders. n) Contract Documents - The Contract Documents are any or all of the document listed in Article I of the Contract.
o) Contract Price - Total monies payable to the Contractor under the terms and conditions of the Contract Documents.
p) Contract Time - The numbers of days stated in the Contract Documents for the completion of work.
q) Contractor - The person or persons, firm, partnership or corporation or other entity who has entered into the Contract with the CITY to perform the work. r) Contract Drawings - "Contract Drawings" or "drawings" means and includes:
(i) all drawings which have been prepared on behalf of the CITY and DISTRICT and which are included in the Contract Documents and all modifying drawings issued by addenda thereto;
(ii) all drawings submitted pursuant to the terms of the Contract by the Contractor with his proposal and by the Contractor to the CITY during the progress of the work when accepted by the Resident Engineer.
(iii) Except where a specific type of drawing is indicated, the terms "Drawings" and "Plans" are used interchangeably throughout the Contract Documents and the Plans are Drawings as defined above.
s) County - County of Humboldt, California.
t) Date of Execution of the Contract - The date on which the Contract is signed by the CITY's authorized representative.
u) Datum - The figures given in the Specifications or upon the drawings after the word "Elevation" or an abbreviation of it shall mean NAVD88 datum.
v) Days - Unless otherwise designated, days as used in the Contract Documents shall mean calendar days.
w) Resident Engineer / City Engineer – Wherever in these documents the word “Resident Engineer” General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-4 Project #: 12590133
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appears, it shall be understood to mean GHD Inc. The Resident Engineer will have final authority as regards to contract administration, field inspection, and related items. x) Engineer of Record - Wherever in these documents the word "Engineer of Record" appears, it shall be understood to mean PACE Engineering. The Engineer will have final authority as regards to design plans and specifications.
y) Field Order - A written order effecting a change in the Work not involving an adjustment in the Contract Price or an extension of Contract Time, issued by the Resident Engineer to the Contractor during construction.
z) His - "His" shall include "her" and "its".
aa) Install - "Install" wherever and in whatever manner used shall mean the installation, complete in place of an item.
bb) Notice of Award - The written notice of the acceptance of the Bid from the CITY to the successful Bidder.
cc) Notice to Proceed - Written communication issued by the CITY to the Contractor authorizing him to proceed with the work and establishing the date of commencement of the work. dd) Or Equal - The terms "or equal" or "approved equal" shall be understood to indicate that the "equal" product be the same or better than the product named in function, performance, reliability, quality and general configuration. Determination of equality in reference to the project design requirement will be made by the Engineer of Record. ee) Owner – The owner shall refer to the City of Trinidad and Westhaven Community Services District as the joint owners of the Trinidad-Westhaven Emergency Intertie Pipeline. ff) Plans or Specification Drawings - The term "Plans or Specification Drawings" refers to the official Plans, profiles, cross sections, elevations, details, and other working drawings and supplementary drawings, or reproductions thereof, signed by the Engineer of Record, which show the location, character, dimensions, and details of the work to be performed. Plans may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. gg) Project - The undertaking performed as provided by the Contract Documents. hh) Provide - "Provide" wherever and in whatever manner used shall be understood to mean furnish and install.
ii) Project Geotechnical Engineer - None for this project. jj) Resident Project Representative - Authorized representative of the Resident Engineer who is assigned to the Project or any part thereof.
kk) Service of Notice - Any notice from one party to the other under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by a duly authorized representative thereof. Any such notice shall not be effective for any purpose whatsoever unless service in the following manner:
(i) If the notice is given to the CITY by personal delivery thereof, the CITY'S Project Representative or by depositing the notice in the U.S. mail, enclosed in a sealed envelope addressed to CITY OF TRINIDAD, 409 Trinity Street, Trinidad, CA 95570 and WESTHAVEN COMMUNITY SERVICES DISTRICT, 446 6th Avenue, Trinidad CA 95570 General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-5 Project #: 12590133
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postage prepaid, by certified mail return receipt requested. (ii) If the notice is given to the Contractor, by personal delivery to the Contractor or its duly authorized representative at the project site or by depositing in the U.S. mail, enclosed in a sealed envelope address to the Contractor on the Contract Form, postage prepaid, by certified mail, return receipt request.
(iii) If the notice is given to the surety or any other person, by personal delivery to such surety or other person by personal delivery to such surety or other person by depositing in the U.S. mail, enclosed in a sealed envelope, addressed to the surety or other person at the address of such surety or other person last communicated to the party giving the notice, postage prepaid, by certified mail return receipt requested. ll) Shall or Will - “Shall,” or “Will,” whenever used to stipulate anything, means shall or will be done or be performed by either the Contractor or the CITY and means that the Contractor or the CITY has thereby entered into a covenant with the other party to do or perform the same. mm) Shop Drawing - All drawings, diagrams, illustrations, brochures, schedules and other data which are prepared by the Contractor, a subcontractor, manufacturer, supplier or distributor, which illustrate how specific portions of the Work shall be fabricated or installed. nn) Shown - “Shown,” “indicated,” “detailed,” and words of like import, wherever and in whatever manner used, with or without reference to the drawings, means shown, indicated or detailed on the drawings or plans.
oo) Specifications - A part of the Contract Documents consisting of written descriptions of a technical nature of materials, equipment, construction systems, standards and workmanship, including the General Conditions and Supplemental General Conditions. pp) Specified - “Specified,” “described,” or “noted,” wherever and in whatever manner used, means as specified, described or noted in the Contract Documents. qq) Subcontractors - The term "Subcontractor", as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked and would be considered a supplier only. rr) Substantial Completion - That date as certified by the Resident Engineer when the construction of the Project or a specified part thereof is sufficiently completed, in accordance with the Contract Documents, so that the Project or specified part can be utilized for the purposes for which it is intended.

The Resident Engineer may, at its sole discretion, issue a written notice of substantial completion for the purpose of establishing the starting date for specific equipment guarantees, and to establish the date that the CITY will assume the responsibility for the cost of operating such equipment. Said notice shall not be considered as final acceptance of any portion of the work or relieve the Contractor from completing the remaining work within the specified time and in full compliance with the Contract Documents.
ss) Sufficient - “Sufficient,” “necessary,” or “proper,” “acceptable,” “satisfactory,” “desirable,” and words of like import, wherever and in whatever manner used, with or without reference to the Engineer of Record, means sufficient, necessary, proper, acceptable, satisfactory and desirable in the judgment of the Engineer of Record.
tt) Supplementary Conditions - Modifications to General Conditions required by a Federal Agency General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-6 Project #: 12590133
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for participation in the PROJECT and approved by the Agency in writing prior to inclusion in the Contract Documents, or such requirements that may be imposed by applicable State laws.

References to “Supplemental General Conditions” in the General Conditions and elsewhere in the Contract Documents shall be construed to read “Supplementary Conditions.” uu) Supplier - Any person or organization who supplies materials or equipment for the Work, including that fabricated to a special design, but who does not perform labor at the site. vv) Time Limits - All time limits stated in the Contract Documents are of the essence of the Contract. ww) Work - All the work specified, indicated, shown or contemplated in the Contract to construct the improvements, including all alterations, amendments or extensions thereto made by Contract Change Order or other written orders of the Resident Engineer. xx) Written Notice - "Written Notice" shall be deemed to have been duly served when delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended or if delivered at or sent by registered mail to the last business address known to it who gives the notice.
yy) Whenever in the Specifications or upon the drawings the words DIRECTED, REQUIRED, PERMITTED, ORDERED, DESIGNATED, PRESCRIBED, or words of like import are used, it shall be understood that the direction, requirement, permission, order, designation or prescription of the Engineer of Record is intended, and similarly the words APPROVED, ACCEPTABLE, SATISFACTORY, or words of like import, shall mean approved or acceptable to, or satisfactory to the Engineer of Record, unless otherwise expressly stated.

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SECTION B

GENERAL CONDITIONS
ARTICLE I. SCOPE OF WORK
B-1 Intent of Contract Documents
The intent of the Contract Documents is to prescribe the details for the construction and completion of the Work which the Contractor undertakes to perform in accordance with the terms of the Contract. Where the Specifications and Plans describe portions of the work in general terms, but not in complete detail, it is understood that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals and do all the Work involved in performing the Contract in a satisfactory and workmanlike manner, ready for use occupancy or operation by the CITY and Landowner.

The technical provisions are presented in sections for convenience. However, this presentation does not necessarily delineate trades or limits of responsibility. All sections of the Specifications and Plans are interdependent and applicable to the Project as a whole.

The Contract Documents are complementary, and what is called for in any one shall be as binding as if called for in all.

Anything shown on the Drawings and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Drawings shall have the same effect as if shown or mentioned respectively in both. Any work shown on one drawing shall be construed to be shown in all drawings and the Contractor will coordinate the Work and the Drawings. If any portion of the Contract Documents shall be in conflict with any other portion, the various documents comprising the Contract Documents shall govern in the following order of precedence: The CITY-Contractor Contract; the Bid; any Supplementary or Special Conditions; Instructions to Bidders; the General Conditions; the Specifications; the Drawings.

Technical Specifications take priority over general Specifications and detail Drawings take precedence over general Drawings. As between schedules and information given on Drawings, the Schedules shall govern. As between figures given on Drawings and the scales measurements, the figures shall govern.

As between large-scale Drawings and small-scale Drawings, the larger scale shall govern. Any conflict or inconsistency between or in the drawings shall be submitted to the Resident Engineer through the CITY'S Project Representative or Resident Project Representative in writing. Work done by the Contractor after his discovery of such discrepancies, inconsistencies or ambiguities shall be done at the Contractor's own risk.

B-2 Contractor's Understanding
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the nature and location of the Work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the Work, the general and local conditions, and all other matters which can in any way affect the work under this Contract. No verbal agreement or conversation with any officer, agent or employee of the CITY, either before or after the execution of this Contract, shall affect or modify any of the terms or obligations herein contained.

B-3 Changes in the Work
The CITY may, at any time, by written order make changes in the Work including but not limited to: (a) changes in the Specifications on Drawings; (b) changes in the sequence, method or manner of performance of the Work; (c) changes in the owner-furnished facilities, equipment, materials, services or site; or (d) changes directing acceleration of the Work. If such changes cause an increase or decrease in the Contractor's cost of, or time required for, performance of the Contract an equitable adjustment will be made and the Contract modified in writing accordingly.

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Such modification will be in the form of a Contract Change Order which will set forth the Work to be done or the method by which the change and cost adjustment, if any, will be determined, and the time of completion of the Work.

The compensation to be paid for any extra work or change shall be determined in one or more of the following ways or at CITY's sole election:
a) By unit prices previously approved (unit prices previously approved shall be used in all cases for similar units unless mutually agreed that for some reason they are not applicable); b) By estimate and acceptance of an agreed upon lump sum; or c) On a time and materials basis involving the actual necessary expenses and other services necessary to complete the Work.

The Contractor shall keep full and complete records of the actual cost of such work in the form and manner prescribed by the Resident Engineer and shall permit the Resident Engineer to have access to such records as may be necessary to assist in the determination of the compensation payable for such work.

The Resident Engineer also may at any time by issuing a Field Order make changes in the details of the Work. The Contractor shall proceed with the performance of any change in the work so ordered by the Resident Engineer unless the Contractor believes that such Field Order entitles it to a change in the Contract Price or Time, or both in which event the Contractor shall give the Resident Engineer written notice thereof within seven (7) days after the receipt of the ordered change. The Contractor shall not execute such changes pending the receipt of an executed change order or further instruction from the CITY.

If the Contractor is delayed in completing by reason of any change made pursuant to this section, the time for completion of the work shall be extended by change order for a period agreed to, commensurate with such delay. The Contractor shall not be subjected to any claim for liquidated damages for this period of time, but the Contractor shall have no claim for any other compensation for any such delay.

B-4 Procedures and Allowable Costs on Changes
a) All changes which affect the cost or time of the construction of the project must be authorized by means of a Change Order. The Change Order will include extra work, work for which quantities have been altered from those shown in the bidding schedule, as well as decreases or increases in the quantities of installed units which are different than those shown in the bidding schedule because of final measurements. All changes should be recorded on a Change Order as they occur. Each Change Order must contain complete and detailed justification for all items addressed by the Change Order.
b) If the change in or addition to the Work will result in an increase in the contract sum, the CITY shall have the right to require the performance thereof in any of the following ways, at CITY's sole election:
(i) By unit prices previously approved (unit prices previously approved shall be used in all cases for similar units unless mutually agreed that for some reason they are not applicable);
(ii) By estimate and acceptance of an agreed upon lump sum; or c) If the CITY elects to have the Change in the Work performed on a lump sum basis, such election shall be based on a lump sum proposal which shall be submitted by the Contractor within ten (10) General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-9 Project #: 12590133
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days of the CITY's request therefor. Request for a lump sum proposal shall not be deemed an election to have the work performed on a lump sum basis. The contractor's proposal shall be itemized and segregated by labor and materials for the various components of the change (no aggregate labor total will be acceptable) and shall be accompanied by signed proposals of any subcontractors which will perform any portion of the change, and of any persons who will furnish materials or equipment for incorporation therein. The proposal shall also include the Contractor's estimate of the time required to perform said changes or additional work.

The portion of the proposal relating to labor, whether by the Contractor's forces or the forces of any of its Subcontractors, may include reasonably anticipated gross wages of Job Site labor, including foremen, who will be directly involved in the Change in the Work (for such time as they will be so involved), plus payroll costs (including premium costs of overtime labor, if overtime is anticipated, social security, Federal or State unemployment insurance taxes and fringe benefits required by collective bargaining agreements entered into by the Contractor or any such Subcontractor in connection with such labor).
d) In the event that the Contractor fails to submit its proposal within the designated period, the Resident Engineer may direct the Contractor to proceed with the Change or Addition to the Work and the Contractor shall so proceed. The Resident Engineer shall determine the reasonable costs and time to perform the Work in question, which determination when approved by CITY shall be final and binding upon the Contractor.
e) In the event that the parties are unable to agree as to the reasonable costs and time to perform the change in or addition to the work based upon the Contractor's proposal and the Resident Engineer and CITY do not elect to have the change in the work performed on a time and material basis, the Resident Engineer and CITY shall make a determination of the reasonable cost and time to perform the change in the work, based upon their own estimates, the Contractor's submission or combination thereof. A Change Order shall be issued for the amount of costs and time determined by the Resident Engineer and the CITY and shall become binding upon the Contractor unless the Contractor submits its protest in writing to the CITY within thirty (30) days of the issuance of the Change Order. The CITY has the right to direct the Contractor in writing to perform the Change in the Work which is the subject of the Change Order. Failure of the parties to reach agreement regarding the costs and time of the performing the Change in the Work and/or any pending protest shall not relieve the Contractor from performing the Change in the work promptly and expeditiously.
f) If the CITY elects to have the Change in the Work performed on a time and material basis, the same shall be performed, whether by the Contractor's forces or the forces of any of its Subcontractors or Sub-subcontractors, at actual costs to the entity or entities performing the Change in the Work (without any charge for administration, clerical expense, supervision or superintendence of any nature whatsoever, including foremen, or the costs, use or rental of tools or plant). No other mark-ups shall be allowed hereunder. The Contractor shall submit to the CITY daily work and material tickets, to include the identification number assigned to the Change in the Work, the location and description of the Change in the Work, the classification of labor employed (and names), the material used, the equipment rented (not tools) and such other evidence of cost as the CITY may require. The CITY may require authentication of all time and material tickets and invoices by persons designated by the CITY for such purpose. The failure of the Contractor to secure any required authentication shall, if the CITY elects to treat it as such, constitute a waiver by the Contractor of any claim for the cost of that portion of the Change in the Work covered by a non-authenticated ticket or invoice; provided, however, that the authentication of any such ticket or invoice by the CITY shall not constitute an acknowledgment by the CITY that the items thereon were reasonably required for the Change in the Work. g) The Contractor shall not be entitled to any amount for indirect costs, damages or expenses of any nature, including, but not limited to, so-called "impact" costs, labor inefficiency, wage, material or General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-10 Project #: 12590133
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other escalations beyond the prices upon which the proposal is based and to which the parties have agreed pursuant to the provisions of this section, and which the Contractor, its Subcontractors and Sub-subcontractors or any other person may incur as a result of delays, interferences, suspensions, changes in sequence or the like, for whatever cause, whether reasonable or unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable, arising from the performance of any and all changes in the work performed pursuant to this section. It is understood and agreed that the Contractor's sole and exclusive remedy in such event shall be recovery of its direct costs as compensable hereunder and an extension of the time of the Contract, but only in accordance with the provisions of the Contract Documents.

The Contractor agrees that it shall not be entitled to claim damages for anticipated profits on any portion of work that may be deleted. The amount of any adjustment for work deleted shall be estimated at the time deletion of work is ordered and the estimated adjustment will be deducted for the subsequent monthly pay estimates.

The CITY reserves the right to contract with any person or firm other than the Contractor for any or all extra work.

B-5 Unilateral Change in or Addition to the Work
Notwithstanding the above, the CITY, directly or through the Resident Engineer, may direct the Contractor in writing to perform changes in or additions to the scope of the contract. The Contractor shall perform such work and the parties shall proceed pursuant to the provisions of Section B-4.

B-6 Differing Site Conditions
The Contractor shall promptly, and before the following conditions are disturbed, notify the CITY in writing of any:
a) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25118 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; or b) Subsurface or latent physical conditions at the site differing from those indicated in the Contract Documents; or
c) Unknown conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.

The Resident Engineer shall thereupon promptly investigate the conditions. If the Resident Engineer finds that they do involve hazardous waste, or do materially differ and cause any decrease or increase in the Contractor's cost or time of performance, it will issue a change order as appropriate. Any increase or decrease in the cost of the Work or the time for performance shall be adjusted in the manner provided herein for adjustments as to extra and/or additional work and changes. The procedures applicable to claims per extra costs shall then apply.

B-7 Claims for Extra Costs
a) The plans for work show the conditions as they are supposed or believed by the Resident Engineer to exist, but it is neither intended nor to be inferred that the conditions as shown thereon constitute a representation by the CITY or its officers that such conditions are universally existent nor shall the CITY or any of its officers or representatives be liable for any loss sustained by the Contractor as a result of any variance between conditions as shown on the Plans and alternate conditions revealed during the progress of the Work, or otherwise.

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b) The CITY assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefor is assumed by the CITY.
c) It is hereby mutually agreed that the Contractor shall not be entitled to the payment of any additional compensation for any cause, including any act, or failure to act, by the Resident Engineer or the CITY, or the happening of any event, thing or occurrence, unless the Contractor shall have given the Resident Engineer due written notice of potential claims as hereinafter specified.
d) The written notice of potential claims shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. Except as provided in Section B-6, the notice as above required shall be given to the Resident Engineer at least 48 hours prior to the time that the Contractor commences performance of the work giving rise to the potential claim for additional compensation. If such notice is not given, the Contractor shall be barred from making any such claim for extra compensation.
e) The Contractor may submit a claim to the Resident Engineer concerning any matter for which a protest under Section B-3 or a notice of potential claim is filed within sixty (60) days following the submission of said protest or notice, unless, due to the nature of the claim or the uncompleted state of the work, it is impracticable to determine the amount or the extent of the claim within such period, in which case a claim may be submitted at the earliest time thereafter that such determination can be made, but in no event later than the final release by the Contractor provided for in Section B-72. The claims shall set forth clearly and in detail, for each item of additional compensation claimed, the reasons for the claim, reference to applicable provisions of the Specifications, the nature and the amount of the cost involved, the computations used in determining such costs, and all pertinent factual data. The Contractor shall maintain complete and accurate records of the cost or any portion of the work for which additional compensation is claimed, and shall provide the Resident Engineer with copies thereof, as required. f) The Resident Engineer will, within a reasonable time after submission of the Contractor's claim, make decisions in writing on all claims of the Contractor. All such decisions of the Resident Engineer shall be final unless the Contractor shall within ten (10) days after receipt of the Resident Engineer's decision, file with the Resident Engineer a written protest, stating clearly and in detail the basis thereof. Such protest will be forwarded promptly by the Resident Engineer to the CITY, which will issue a decision upon each such protest, and the CITY's decision will be final. Pending such decision, the Contractor shall proceed with its work in accordance with the determination or instructions of the Resident Engineer. It is hereby agreed that the Contractor's failure to protest the Resident Engineer's determination or instructions, within ten (10) days from and after the Resident Engineer's determinations or instructions, shall constitute a waiver by the Contractor of all its rights to further protest, judicial or otherwise. g) It is the intention of this Section that the differences between the parties, arising under and by virtue of the Contract, be brought to the attention of the Resident Engineer at the earliest possible time in order that such matters may be settled, if possible or other appropriate action promptly taken. The Contractor hereby agrees that it shall have no right to additional compensation for any claim that may be based on any act, failure to act, event, thing or occurrence for which no written notice of potential claim as herein required was timely filed. h) In the event of an emergency endangering life or property, the Contractor shall act as stated in Section B-62 herein, and after execution of the emergency work shall present an accounting of labor, materials and equipment in connection therewith. The procedure for any payment that may be due for emergency work will be as specified in Section B-3 herein.

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B-8 Disputes
Except as otherwise specifically provided in the Contract Documents, the Resident Engineer will initially decide all claims of the Contractor and all disputes arising under and by virtue of the Contract. Such claim or dispute will be processed and decided by the Resident Engineer as soon as practicable after its submission and the submission or availability of any additional information necessary to its decision. If the Contractor is dissatisfied with the Resident Engineer's decision, the Contractor may, within fifteen (15) days from the date of the Resident Engineer's decision, follow the procedures set forth in Section B-55. If the Contractor fails to follow the procedures set forth in Section B-55 within the 15 day period, then the Resident Engineer's decision shall be final, conclusive and binding on the Contractor.

B-9 Guarantee
a) In addition to warranties, representations and guarantees stated elsewhere in the Contract Documents, the Contractor unconditionally guarantees all materials and workmanship furnished hereunder, and agrees to replace at its sole cost and expense, and to the satisfaction of the Resident Engineer and the CITY, any and all materials which may be defective or improperly installed.
b) The Contractor shall repair or replace to the satisfaction of the Resident Engineer any or all such work that may prove defective in workmanship or materials, ordinary wear and tear excepted, together with any other work which may be damaged or displaced in so doing. c) In the event of failure to comply with the above stated conditions within a reasonable time, the CITY is authorized to have the defect repaired and made good at the expense of the Contractor who will pay the costs and charges therefor immediately upon demand, including any reasonable management and administrative costs, and engineering, legal and other consultant fees incurred to enforce this section.
d) The signing of the Contract by the Contractor shall constitute execution of the above guarantees.

Except as otherwise provided in this Contract, the guarantees and warranties shall remain in effect through the one-year maintenance warranty period specified in the Faithful Performance Bond.

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ARTICLE II. CONTROL OF WORK
B-10 Authority of the Resident Engineer
a) The Resident Engineer is the representative of the CITY and has full authority to interpret the Contract Documents, to conduct the construction review and inspection of the Contractor's performance, and to decide questions which arise during the course of the work and its decisions on these matters shall be final and conclusive. The Resident Engineer will consult with the Engineer of Record for all modifications to the contract documents related to plans and specifications. The Resident Engineer has the authority to reject all work and materials which do not conform to the Contract Documents, and has the authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. b) If at any time the Contractor's work force, tools, plant or equipment appear to the Resident Engineer to be insufficient or inappropriate to secure the required quality of work or the proper rate of progress, the Resident Engineer may order the Contractor to increase their efficiency, improve their character, to augment their number or to substitute other personnel, new tools, plant or equipment, as the case may be, and the Contractor shall comply with such order. c) Neither the failure of the Resident Engineer to demand such increase of efficiency, number, or improvement, nor the compliance by the Contractor with the demand, shall relieve the Contractor of its obligation to provide quality work at the rate of progress necessary to complete the work within the specified time.
d) The Engineer of Record shall have the authority to make minor changes in the work, not involving extra costs, and not inconsistent with the purposes of the work. e) Any order given by the Resident Engineer, not otherwise required by the Contract Documents to be in writing shall, on request of the Contractor, be given or confirmed by the Resident Engineer in writing.
f) Whenever work, methods of procedure, or any other matters are made subject to direction or approval, such direction or approval will be given by the Resident Engineer. g) The Resident Engineer shall not be responsible for the construction means, controls techniques, sequences procedures or construction safety.
h) It is expressly agreed and understood that GHD Inc. and PACE Engineering will have no liability whatsoever resulting from the obligations entered into under the Contract except as provided in any scope of work agreement between GHD Inc., PACE Engineering, and the CITY; that the CITY must look solely to the Contractor for the furnishing of the work; that the Contractor must look solely to the CITY for payment; and that the CITY and the Contractor must look solely to each other for the enforcement of any claims or liabilities arising under or by reason of the Contract.

B-11 Drawings
a) Drawings furnished herewith are for bidding purposes. The Resident Engineer will furnish the Contractor additional copies of the Contract Documents and full-size plans. Additional copies may be obtained by paying the actual cost of reproduction. The Contractor shall have no claim for excusable delay on account of the failure of the Resident Engineer to deliver such drawings unless the Resident Engineer shall have failed to deliver the same within two weeks after receipt of written demand therefor from the Contractor. The Contractor shall keep one copy of said drawings, in good order, available to the Resident Engineer and its representatives, and convenient to the working site. The Contractor shall maintain on the job site and make available General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-14 Project #: 12590133
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to the Resident Engineer on request, one current full-sized marked-up set of design drawings which accurately indicate all variations in the completed work that differ from the design information shown on the plans. If the Contractor, in the course of the work, finds any discrepancy between the drawings and the physical condition of the locality, or any errors or omissions in the drawings, or in the layout as given by points and instructions, it shall be the Contractor's duty to inform the Resident Engineer in writing, and the Engineer of Record will promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk. All drawings, Specifications, and copies thereof furnished by the Resident Engineer are the property of the Engineer of Record and shall not be reused on other work and, with the exception of the signed Contract sets, are to be returned to the Engineer of Record, on request, at the completion of the work. All models are the property of the CITY. The Contractor may be furnished additional instructions and detail drawings by the Resident Engineer as necessary to carry out the work required by the Contract Documents.

The additional drawings and instructions thus supplied, will become part of the Contract Documents. The Contractor shall carry out the Work in accordance with the additional detail drawings and instructions.
b) The drawings shall be supplemented by such shop drawings prepared by the Contractor as are necessary to adequately control the work. No changes shall be made by the Contractor in any shop drawings after they have been reviewed by the Engineer of Record. c) Shop drawings for any structure shall include, but not be limited to: stress sheets, anchor bolt layouts, shop details, and erection plans, which shall be reviewed and accepted by the Engineer of Record before any such work is performed.
d) Contractor agrees that shop drawings processed by the Engineer of Record are not Contract Change Orders; that the purpose of shop drawings submitted by the Contractor is to demonstrate to the Engineer of Record that the Contractor understands the design concept, that it demonstrates its understanding by indicating which equipment and material it intends to furnish and by detailing the fabrication methods it intends to use. e) It is expressly understood, however, that favorable review of the Contractor's shop drawings shall not relieve the Contractor of any responsibility for accuracy of dimensions and details, or for mutual agreements of dimensions and details. It is mutually agreed that the Contractor shall be responsible for agreement and conformity of its shop drawings with the Specifications.

Contractor further agrees that if deviations, discrepancies or conflicts between shop drawings and Specifications are discovered either prior to or after shop drawings are processed by the Engineer of Record, the Specifications shall control and shall be followed. f) Unless otherwise stated, the Engineer of Record shall have twenty (20) days from the date of receipt of shop drawings for review.
g) Full compensation for furnishing all shop drawings shall be considered as included in the prices paid for the Contract items of work to which such drawings relate and no additional compensation will be allowed therefor. Any cost related to the Engineer of Record's review of any particular set of shop drawings more than twice, due to incompleteness or unacceptability, shall be borne by the Contractor, and the CITY reserves the right to withhold such costs from payments due the Contractor.
h) When submitted for the Engineer of Record's review, Shop Drawings shall bear the Contractor's certification that he has reviewed, checked and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. i) That Portion of the Work requiring a Shop Drawing or sample submission shall not begin until the General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-15 Project #: 12590133
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Shop Drawing or submission has been approved by the Engineer of Record. A copy of each approved Shop Drawing and each approved sample shall be kept in good order by the Contractor at the site and shall be available to the Engineer of Record. j) Acceptance by the Engineer of Record of any drawing, method of work, or any information regarding materials and equipment the Contractor proposes to furnish shall not relieve the Contractor of his responsibility for any errors therein and shall not be regarded as an assumption of risks or liability by the Engineer of Record or CITY, or any officer or employee thereof, and the Contractor shall have no claim under the Contract on account of the failure or partial failure or inefficiency or insufficiency of any plan or method or work or material and equipment so accepted.

Such acceptance shall be considered to mean merely that the Engineer of Record has no objection to the Contractor using, upon his own full responsibility, the plan or method of work proposed, or furnishing the materials and equipment proposed.

B-12 Construction Staking and Surveys
The Contractor shall furnish land surveys deemed necessary for locating the principal component parts of the work.

B-13 Permits and Regulations
Permits, licenses, and easements of a temporary or permanent nature, necessary for the prosecution of the Work shall be secured and paid for by the Contractor, except as noted in Section B-32, and herein.

The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the Work as shown on the plans and described in the Specifications. It shall promptly notify the Resident Engineer in writing of any specification at variance therewith and any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules, and regulations and without such notice to the Resident Engineer, it shall bear all costs arising therefrom.

B-14 Conformity with Contract Documents and Allowable Deviations Work and materials shall conform to the lines, grades, cross sections, dimensions and material requirements, including tolerances, shown on Contract Documents. Although measurement, sampling, and testing may be considered evidence as to such conformity, the Engineer of Record shall be the sole judge as to whether the work or materials deviate from the Specifications and plans, and its decision as to any allowable deviations therefrom shall be final and conclusive.

Whenever a material, article or piece of equipment is identified on the Drawings or Specifications by reference to brand name or catalogue number, it shall be understood that this is referenced for the purpose of defining the performance or other salient requirements and that other products of equal capacities, quality and function shall be considered. The Contractor may recommend the substitution of a material, article, or piece of equipment of equal substance and function for those referred to in the Contract Documents by reference to brand name or catalogue number, and if, in the opinion of the Engineer of Record, such material, article, or piece of equipment is of equal substance and function to that specified, the Resident Engineer may approve its substitution and use by the Contractor. Any cost differential shall be deductible from the Contract Price and the Contract Documents shall be appropriately modified by Change Order. The Contractor warrants that if substitutes are approved, no major changes in the function or general design of the Project will result. Incidental changes or extra component parts required to accommodate the substitute will be made by the Contractor without a change in the Contract Price or Contract Time.

B-15 Coordination and Interpretation of Contract Documents a) The Contract Documents are complementary and a requirement occurring in one is as binding as though occurring in all.

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b) In the event of conflict between the plans and the Technical Specifications, the Technical Specifications shall govern, except that, where items are shown on the plans and are not specifically included in the Technical Specifications, the plans shall govern. c) Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in the Specifications and plans, the Contractor shall apply to the Resident Engineer for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of the Specifications and plans, reference shall be made to the Resident Engineer, whose decision thereon shall be final and conclusive.
d) In the event of any discrepancy between any plans and the figures written thereon, the figures shall be taken as correct. Detailed drawings shall prevail over general drawings. e) Any reference made in these Specifications or on the plans to any Specification, standard, method, or publication of any scientific or technical society or other organization shall, in the absence of a specific designation to the contrary, be understood to refer to the Specification, standard, method, or publication in effect as of the date that the work is advertised for Bids.

B-16 Subcontracts
a) The attention of the Contractor is directed to the provisions of Public Contract Code sections 4100-4113, regarding subcontracting and said provisions are by this reference incorporated herein and made a part hereof.
b) Each Subcontract shall contain a suitable provision for the suspension or termination thereof should the work be suspended or terminated or should the Subcontractor neglect or fail to conform to every provision of the Contract Documents insofar as such provisions are relevant. No Subcontractor or supplier will be recognized as such, and all persons engaged in work will be considered as employees of the Contractor, and the Contractor will be held responsible for their work, which shall be subject to the provisions of the Contract Documents. The Contractor shall be fully responsible to the CITY for the acts or omissions of its Subcontractors and of the persons either directly or indirectly employed by him. Nothing contained in the Contract Documents shall create any contractual relationship between any Subcontractor and the CITY. If a legal action, including arbitration and litigation, against the CITY is initiated by a Subcontractor or Supplier, the Contractor shall reimburse the CITY for the amount of legal, engineering and all other expenses incurred by the CITY in defending itself in said action. c) The CITY and the Resident Engineer reserve the right to approve all subcontractors. Such approval shall be a consideration to the awarding of the Contract and unless notification to the contrary is given to the Contractor prior to the signing of the Contract, the list of subcontractors which is submitted with its proposal will be deemed to be acceptable.

B-17 Cooperation of Contractors
a) Should construction be under way by other forces or by other Contractors within or adjacent to the limits of the work specified or should work of any other nature be under way by other forces within or adjacent to said limits, the Contractor shall cooperate with all such other contractors or other forces to the end that any delay or hindrance to their work will be avoided. The right is reserved to perform other or additional work at or near the site (including material sources) at any time, by the use of other forces.
b) When two or more contractors are employed on related or adjacent work, each shall conduct its operation in such a manner as not to cause any unnecessary delay or hindrance to the other.

Each contractor shall be responsible to the other for all damage to work, to persons or property General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-17 Project #: 12590133
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caused to the other by its operations, and for loss caused the other due to its unnecessary delays or failure to finish the work within the time specified for completion.

B-18 Superintendence
a) The Contractor shall designate in writing before starting work an individual as authorized representative who shall have the authority to represent and act for the Contractor. This authorized representative shall be present at the site of the work at all times while work is actually in progress on the Contract. When work is not in progress and during periods when work is suspended, arrangements acceptable to the Resident Engineer shall be made for any emergency work which may be required.
b) The Contractor is solely responsible, at all times, for the superintendence of the work and for its safety and progress.
c) Whenever the Contractor or its authorized representative is not present on any particular part of the work where it may be desired to give direction, orders will be given by the Resident Engineer, which shall be received and obeyed by the superintendent or foreman who may have charge of the particular work in reference to which the orders are given. d) Any order given by the Resident Engineer, not otherwise required by the Specifications to be in writing, will on request of the Contractor, be given or confirmed by the Resident Engineer in writing.

B-19 Inspection of Work
a) Unless otherwise provided, all equipment, materials, and work shall be subject to inspection and testing by the Resident Engineer or Field Representative. The Resident Engineer will observe the progress and quality of the work and determine, in general, if the work is proceeding in accordance with the intent of the Contract Documents. It shall not be required to make comprehensive or continuous inspections to check the quality of the work, and it shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. Visits and observations made by the Resident Engineer shall not relieve the Contractor of its obligation to conduct comprehensive inspections of the work and to furnish proper materials, labor, equipment and tools, and perform acceptable work, and to provide adequate safety precautions, in conformance with the intent of the Contract.
b) Whenever the Contractor varies the period during which work is carried on each day, it shall give due notice to the Resident Engineer so that proper inspection may be provided. Any work done in the absence of the Resident Engineer shall be subject to rejection. Proper facilities for safe access for inspection to all parts of the work shall at all times be maintained for the necessary use of the Resident Engineer and other agents of the CITY, and agents of the Federal, State, or local governments at all reasonable hours for inspection by such agencies to ascertain compliance with laws and regulations.
c) One or more inspectors may be assigned to observe the work and to act in matters of construction under this Contract. It is understood that inspectors shall have the power to issue instructions and make decisions within the limitations of the authority of the Resident Engineer and approval of the Engineer of Record. Such inspection shall not relieve the Contractor of its obligation to conduct comprehensive inspections of the work, to furnish proper materials, labor, equipment and tools, and perform acceptable work, and to provide adequate safety precautions in conformance with the intent of the Contract.
d) The Resident Engineer and its representatives, the Engineer of Record, the DISTRICT, the CITY, General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-18 Project #: 12590133
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the Department of Water Resources, Humboldt County, and its Representative, and the Landowner and its Representative shall at all times have access to the work wherever it is in preparation or progress, and the Contractor shall provide safe and convenient facilities for such access and for inspection. If the Specifications, the Engineer of Record's instructions, laws, ordinances, or any public authority require any material, equipment or work to be specifically tested or approved, the Contractor shall give the Resident Engineer timely notice of its readiness for inspection, and if the inspection is by an authority other than the CITY, of the time fixed for inspection. Inspections by the Resident Engineer will be made promptly and, where practicable, at the source of supply.
e) Work performed without inspection may be required to be removed and replaced under proper inspection and the entire cost of removal and replacing, including the cost of CITY-furnished materials used in the work, shall be borne by the Contractor, regardless of whether or not the work exposed is found to be defective. Examination of questioned work, other than that installed without inspection, may be ordered by the Resident Engineer and, if so ordered, the work must be uncovered by Contractor. If such work is found to be in accordance with the Contract Documents, the CITY will pay the cost of re-examination and replacement. If such work is found to be not in accordance with the Contract Documents, the Contractor shall pay such cost unless it can show that the defect in the work was caused by another Contractor, and in that event the CITY will pay such costs.
f) The inspection of the work shall not relieve the Contractor of its obligation to fulfill the Contract as herein prescribed, or in any way alter the standard of performance provided by the Contractor, and defective work shall be made good and unusable materials may be rejected, notwithstanding that such work and materials have been previously overlooked by the Resident Engineer and accepted or estimated for payment. If the work or any part thereof shall be found defective, Contractor shall, within ten (10) calendar days, make good such defect in a manner satisfactory to the Resident Engineer. If the Contractor shall fail or neglect to make ordered repairs of defective work or to remove the condemned materials from the work within ten (10) calendar days after direction by the Resident Engineer in writing, the CITY may make the ordered repairs, or remove the condemned materials, and deduct the cost thereof from any monies due the Contractor.
g) The Contractor shall furnish promptly without additional charge all facilities, labor and materials reasonably needed by the Resident Engineer for performing all inspection and tests. Contractor shall be charged with any additional cost of inspection when material and workmanship are not ready at the time specified by the Contractor for its inspection. h) Where any part of the work is being done under an encroachment permit or building permit, or is subject to Federal, State, County or City codes, laws, ordinances, rules or regulations, representatives of the government agency shall have full access to the work and shall be allowed to make any inspection or tests in accordance with such permits, codes, laws, ordinances, rules, or regulations. If advance notice of the readiness of the work for inspection by the governing agency is required, the Contractor shall furnish such notice to the appropriate agency. i) The Resident Engineer may inspect the production of the material, or the manufacture of products at the source of supply. Plant inspection, however, will not be undertaken until the Resident Engineer is assured of the cooperation and assistance of both the Contractor and the material producer. The Resident Engineer or its authorized representative shall have free entry at all times to such parts of the plant as concerns the manufacture or production of the materials.

Adequate facilities shall be furnished free of charge to make the necessary inspection. The CITY assumes no obligation to inspect materials at the source of supply. j) Forty-eight (48) hours prior to work being accomplished, the Contractor will notify the Resident Engineer of the proposed working hours to accomplish the work for that day. Overtime and shift General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-19 Project #: 12590133
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work may be established as a regular procedure by the Contract and with the written permission of the Resident Engineer. Such permission may be revoked at any time. No work other than overtime and shift work established as a regular procedure shall be done without prior approval from the Resident Engineer, except such work as is necessary for the proper care and protection of the work already performed or except in case of an emergency. Allowable working hours are described in the Technical Specifications.

All costs for the overtime inspection, including those occurring as a result of overtime and shift work established as a regular procedure, shall be paid for by the Contractor. Overtime inspection shall include inspection required during holidays, Saturdays, Sundays, and any weekday between the hours of 6 p.m and 7 a.m. Such costs will include, but will not necessarily be limited to, engineering, inspection, general supervision and other expenses which are directly chargeable to the overtime work. All such charges shall be deducted by the CITY from payment due the Contractor.
k) A prefinal inspection of the Work will be made by the CITY, the DISTRICT, and the Resident Engineer. This inspection shall be made as soon as practical after Contractor has notified the Resident Engineer in writing that the Work is ready for this inspection. The prefinal inspection shall be made prior to acceptance of any portion of the work as being substantially complete and prior to filing the Notice of Completion.

A final inspection of all the work will be made by the CITY, Resident Engineer, and Contractor.

B-20 Removal of Rejected and Unauthorized Work and Materials a) All work or materials which have been rejected shall be remedied, or removed and replaced by the Contractor in an acceptable manner and no compensation will be allowed it for such removal, replacement, or remedial work.
b) Any work done beyond the lines and grades shown on the Plans or established by the Engineer of Record or any extra work done without written authority will be considered as unauthorized work and will not be paid for. Upon order of the Resident Engineer, unauthorized work shall be remedied, removed, or replaced at the Contractor's expense. c) Upon failure of the Contractor to comply with any order of the Resident Engineer made under this Section, the CITY may cause rejected or unauthorized work to be remedied, removed or replaced, and may deduct the costs therefor from any monies due or to become due the Contractor.
d) If following the installation of any equipment furnished hereunder, defects requiring correction by the Contractor are found, the CITY shall have the right to operate such unsatisfactory equipment and make reasonable use thereof until the equipment can be shut down for correction of defects without injury to the CITY.

B-21 Deductions for Uncorrected Work
If the Resident Engineer deems it inexpedient to correct work damaged or not done in accordance with the Contract, an equitable deduction from the Contract price shall be made therefor, and such sum may be withheld by CITY from Contractor's payment.

B-22 Equipment and Plants
a) Only equipment and plants suitable to produce the quality of work and materials required will be permitted to operate on the project.

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b) Plants will be designed and constructed in accordance with general practice for such equipment and shall be of sufficient capacity to insure the production of sufficient material to carry the work to completion within the time limit.
c) The Contractor shall provide adequate and suitable equipment and plant to meet the above requirements, and when ordered by the Resident Engineer, shall remove unsuitable equipment from the work and discontinue the operation of unsatisfactory plant. d) The Contractor shall identify each piece of its equipment, other than hand tools, by means of an identifying number plainly stenciled or stamped on the equipment at a conspicuous location and shall furnish to the Resident Engineer a list giving the description of each piece of equipment and its identifying number. In addition, the make, model number and empty gross weight of each unit of compacting equipment shall be plainly stamped or stenciled in a conspicuous place on the unit.

The gross weight shall be either the manufacturer's rated weight or the scale weight. e) In the case of termination of this Contract before completion from any cause whatever, the Contractor, if notified to do so by the CITY, shall promptly remove any part or all of its equipment and supplies from the property of the Landowner. If the Contractor fails to do so, the CITY shall have the right to remove such equipment and supplies at the expense of the Contractor.

B-23 Character of Worker
The Contractor shall employ only competent subcontractors or skillful workers to do the work. If any Subcontractor, or person employed by the Contractor or any Subcontractor shall fail or refuse to carry out the directions of the CITY or its agents or shall appear to the CITY or its agents to be incompetent or to act in a disorderly or improper manner, it shall be removed from the project work immediately on the requisition of the CITY or its agents, and such person shall not again be employed on the work. Such discharge shall not be the basis for any claim for compensation or damages against the CITY, or any of its officers or agents.

B-24 Separate Contracts
The CITY reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work, and shall properly connect and coordinate its work with the other contractor's work.

If any part of the Contractor's work depends for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Resident Engineer any defects in such work that render it unsuitable for such proper execution and results. The Contractor's failure to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of its work, except as to defects which may develop in the other contractor's work after the execution of its work.

To insure the proper execution of its subsequent work, the Contractor shall measure work already in place and shall at once report to the Resident Engineer any discrepancy between the executed work and the drawings.

The CITY may perform additional Work related to the Project by himself, or he may let other Contracts containing provisions similar to these. The Contractor will afford the other Contractors who are parties to such Contracts (or the CITY, if he is performing the additional Work himself), reasonable opportunity for the introduction and storage of materials and equipment and the execution of Work and shall properly connect and coordinate his Work with theirs.

If the performance of additional Work by other Contractors or the CITY is not noted in the Contract Documents prior to the execution of the Contract, written notice thereof shall be given to the Contractor General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-21 Project #: 12590133
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prior to starting any such additional Work. If the Contractor believes that the performance of such additional Work by the CITY or others involves him in additional expense or entitles him to an extension of the Contract Time, he may make a claim therefore as provided in Part 3, Article 1, Section B-7 of this Contract.

B-25 Materials, Services and Facilities
a) Unless otherwise specifically stated in the Contract Documents, the Contractor shall furnish all materials, labor, tools, equipment, water, light, power, transportation, supervision, temporary construction of any nature on all of the facilities necessary for the execution and completion of the Work. Unless otherwise specified, all materials shall be new and shall be manufactured, handled, and installed in a workmanlike manner to insure completion of the Work in accordance with the Contract Documents. The Contractor shall, upon request of the Resident Engineer, furnish satisfactory evidence as to the kind and quality of materials. b) Where materials are to be furnished by the CITY, the type, size, quantity and location at which they are available will be stated in the Contract Documents. c) Manufacturers' warranties, guarantees, instruction sheets and parts listed, which are furnished with certain articles or materials incorporated in the Work, shall be delivered to the Resident Engineer before acceptance of the Contract.
d) Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer. e) Materials, supplies and equipment shall be in accordance with samples submitted by the Contractor and approved by the Resident Engineer.
f) Materials, supplies or equipment to be incorporated into the Work shall not be purchased by the Contractor or the subcontractor subject to a chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. g) The completed work shall include all necessary permanent safety devices, such as machinery guards and similar ordinary safety items required by the State and Federal (OSHA) industrial safety authorities and applicable local and national codes. Further, any features of the work subject to such safety regulations shall be fabricated, furnished, and installed in compliance with these requirements. Any facilities which are deemed necessary to satisfy OSHA shall be added or corrected as required as a part of the Contract work. However, no payment will be made to the Contractor for such changes or additions to equipment furnished under this Contract since it is a requirement of these Specifications that such equipment be manufactured or fabricated in such a manner as to be in conformance with all Federal, State, and local safety requirements. The Contractor shall notify all manufacturers, equipment suppliers, and subcontractors of the provisions of this article.
h) In approving equipment for installation in the project, the CITY, the DISTRICT, Resident Engineer, and Engineer of Record assume no responsibility for injury or claims resulting from failure of the equipment to comply with applicable National, State, and local safety codes or requirements, or the safety requirements of a recognized agency, or failure due to faulty design concepts, or defective workmanship and materials.
i) All materials incorporated into the job shall be new, especially purchased for the project unless otherwise specified or agreed in writing. Unless otherwise noted, any equipment offered shall be current modifications which have been in successful regular operation under comparable conditions for a period sufficient to determine the reliability of the product. This time requirement, however, does not apply to minor details nor to thoroughly demonstrated improvements in design General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-22 Project #: 12590133
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or in materials of construction.
j) Whenever the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards of firstclass materials or articles of the kind required with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part.

B-26 Storage of Materials
Materials shall be so stored as to ensure the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard, clean surfaces, and not on the ground, and they shall be placed under cover. Stored materials shall be located so as to facilitate prompt inspection. Private property shall not be used for storage purposes without the written permission of the owner or lessee.

Electrical equipment, devices, and motors shall be placed in dry and warm storage as approved by the Resident Engineer.

All equipment and materials which are not to be painted (such as aluminum and stainless steel) and all factory finished or coated equipment and materials which are not to be painted, that are installed prior to completion of adjacent work, shall be completely covered and protected.

Articles or materials to be incorporated in the Work shall be stored in such a manner as to insure the preservation of their quality and fitness for the Work, and to facilitate inspection.

B-27 Trade Names and Alternatives
For convenience in designation in the Specifications and plans, certain articles or materials to be incorporated in the work may be designated under a trade name or the name of a manufacturer and its catalog information. The use of an alternative article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the following requirements:
a) The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor and it shall furnish all information necessary as required by the Resident Engineer. The Resident Engineer shall be the sole judge as to the quality and suitability of alternative articles or materials and its decision shall be final.
b) Whenever the Specifications and Plans permit the substitution of a similar or equivalent material or article, no tests or action relating to the approval of such substitute material or article will be made until the request for substitution is made in writing by the Contractor accompanied by complete data as to the equality of the material or article proposed. Such request by the Contractor must be made within thirty-five (35) days after award of Contract.

B-28 Certificate of Compliance
a) A Certificate of Compliance shall be furnished prior to the use of any materials for which the Technical Specifications require that such a certificate be furnished. In addition, when so authorized in the Specifications, the Resident Engineer may permit the use of certain materials or assemblies prior to sampling and testing if accompanied by a Certificate of Compliance. The Certificate shall be signed by the manufacturer of the material or the manufacturer of assembled materials and shall state that the materials involved comply in all respects with the requirements of the Contract. A Certificate of Compliance shall be furnished with each lot of material delivered to the work and the lot so certified shall be clearly identified in the Certificate.

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b) All materials used on the basis of a Certificate of Compliance may be sampled and tested at any time. The fact that material is used on the basis of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material in the work which conforms to the requirements of the Contract Documents and any such material not conforming to such requirements will be subject to rejection whether in place or not. c) The CITY reserves the right to refuse to permit the use of material on the basis of a Certificate of Compliance.
d) The form of the Certificate of Compliance and its disposition shall be as directed by the Resident Engineer.

B-29 Assignment
The Contractor shall not assign the Contract or sublet it as a whole or in part without the prior written consent of the CITY, nor shall the Contractor assign any monies due, or to become due to it hereafter, without the prior written consent of the CITY.

B-30 Use of Completed Portions, Right to Operate Unsatisfactory Equipment or Facilities a) The CITY may, at any time, and from time to time, during the performance of the work, enter the work site for the purpose of installing any necessary work by the CITY labor or other contracts, and for any other purpose in connection with the installation of facilities. In doing so, the CITY shall endeavor not to interfere with the Contractor and the Contractor shall not interfere with other work being done by or on behalf of the CITY.
b) If, prior to completion and final acceptance of all the work, the CITY takes possession of any structure or facility (whether completed or otherwise) comprising a portion of the work with the intent to retain possession thereof (as distinguished from temporary possession contemplating the return to the Contractor), then, while the CITY is in possession of the same, the Contractor shall be relieved of liability for loss or damage to such structure other than that resulting from the Contractor's fault or negligence. Such taking of possession by the CITY's shall not relieve the Contractor from any provisions of this Contract respecting such structure, other than to the extent specified in the preceding sentence, nor constitute a final acceptance of such structure or facility. c) If, following installation of any equipment or facilities furnished by the Contractor, defects requiring correction by the Contractor are found, the CITY shall have the right to operate such unsatisfactory equipment or facilities and make reasonable use thereof until the equipment or facilities can be shut down for correction of defects without injury to the CITY.

B-31 Lands for Work, Right-of-Way Construction Roads
a) The CITY will provide the lands, easements, rights-of-way, and/or encroachment permits necessary or other rights to enter and work on lands necessary for the performance of the work.

Other permits and licenses are addressed by sections B-13 and B-49. Should the Contractor find it advantageous to use any additional land for any purpose whatever, the Contractor shall provide for the use of such land at its expense. The Resident Engineer shall be furnished with a copy of written agreements or otherwise be notified in writing of additional working space which is acquired. Nothing herein contained and nothing marked on the plans shall be interpreted as giving the Contractor exclusive occupancy of the territory provided by the CITY. When two or more contracts are being executed at one time on the same or adjacent land in such a manner that work on one contract may interfere with that on another, the Resident Engineer shall decide which contractor shall cease work, and which shall continue, or whether the work on both contracts shall progress at the same time and in what manner, and the decision of the Resident Engineer shall be final and binding. When the territory of one contract is the necessary or General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-24 Project #: 12590133
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convenient means of access for the performance of another contract, such privilege of access or any other reasonable privilege may be granted by the Resident Engineer to the contractor so desiring, to the extent, amount, in the manner, and at the time permitted. No such decision as to the method or time of conducting the work or the use of territory shall be the basis of any claim for delay or damage. Owner-obtained permits will be made available for review during the Bid period.

Contractor shall obtain and review copies, if not otherwise attached herein, of Owner-obtained permits from Owner, and comply with the conditions set forth therein. b) Lands, easements or rights-of-way to be furnished by the CITY for construction operations will be specifically shown on the Plans.
c) The Contractor shall construct and maintain all roads necessary to reach the various parts of the Work and for the transportation thereto of construction material and personnel with the approval of the Landowner’s Representative. The cost of constructing and maintaining such roads shall be borne by the Contractor.

B-32 City's Right to Audit and Preservation of Records
a) The Contractor shall maintain books, records and accounts of all costs in accordance with generally accepted accounting principles and practices. The CITY, the Comptroller General of the United States, and its authorized representatives shall have the right to audit the books, records and accounts of the Contractor under any of the following conditions:
(i) The Contract is terminated for any reason in accordance with the provisions of the Contract Documents in order to arrive at equitable termination costs; (ii) In the event of a disagreement between the Contractor and the CITY over the amount due the Contractor under the terms of the Contract;
(iii) To check or substantiate any amounts invoiced or paid which are required to reflect the costs of the Contractor, or the Contractor's efficiency or effectiveness under this Contract or in connection with extras, changes, claims, additions, backcharges, or others, as may be provided for in this contract; and/or
(iv) If it becomes necessary to determine the CITY's rights and the Contractor's obligations under the Contract or to ascertain facts relative to any claim against the Contractor which may result in a charge against the CITY;
(v) To determine any difference in cost occasioned by a permissible substitution; (vi) To make audits, examinations, excerpts, and transcriptions pertinent to the loan financing on this project.
(vii) For any other reason in the CITY's sole judgment. b) If any of the conditions stated in paragraph B-33(a) are satisfied, Contractor shall provide the CITY (or its representatives), unlimited, reasonable access during working hours to the Contractor's books and records under the conditions stated above. The CITY's audit rights shall be liberally construed in the CITY's favor.
c) The Contractor, from the effective date of final payment or termination hereunder, shall preserve and make available to the CITY for a period of three (3) years thereafter, at all reasonable times at the office of the Contractor (but without any charge to the CITY), all its books, records, documents, photographs, micro-photographs, and other evidence bearing on the costs and expenses of the Contractor under this Contract and relating to the work hereunder. d) The CITY will make all payments required of it under this Contract subject to audit, under circumstances stated above, which audit may be performed at the CITY's option, either during the Contract time period or during the record retention time period. Regardless of authorization, approval or acceptance, signatures or letters which are given by the CITY and are part of the CITY's control systems or are requested by the Contractor, the payments made under this General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-25 Project #: 12590133
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Contract shall not constitute a waiver or agreement by the CITY that it accepts as correct the billings, invoices or other charges on which the payments are based. If the CITY's audit produces a claim against the Contractor, the CITY may pursue all its legal remedies even though it has made all or part of the payments required by this Contract. e) If any audit by the CITY or its representative discloses an underpayment by the CITY pursuant to the terms of the Contract Documents, the CITY shall have the duty to pay any amount found by the audit to be owed to the Contractor. If such audit discloses an overpayment, the Contractor shall have the obligation to reimburse the CITY for the amount of the overpayment. The CITY's right to claim reimbursement from the Contractor of any overpayment shall not be terminated or waived until three years after the completion of the CITY's audit or upon the termination of audit rights under subparagraph B-33(f), whichever date is later. The obligation of the Contractor to make reimbursements hereunder shall not terminate except as provided by law. f) The CITY's right to audit and the preservation of records shall terminate at the end of three (3) years after the date final payment is made or termination of the Contract. The Contractor shall include this "Right to Audit and Preservation of Records" clause in all subcontracts issued by it shall require the same to be inserted by all lower tier Subcontractors in their subcontracts, for any portion of the work. Should Contractor fail to include this clause in any such contract or lower tier contract, or otherwise fail to insure the CITY's rights hereunder, Contractor shall be liable to the CITY for all costs, expenses and attorney's fees which the CITY may have to incur obtaining or attempting to obtain an audit or inspection of or the restoration of records which otherwise have been available to the CITY from said persons under this clause. Such audit may be conducted by the CITY or its authorized representative.

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ARTICLE III. PROGRESS AND COMPLETION OF WORK
B-33 Progress Schedule
The Contractor shall submit to the CITY such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and other data, where applicable, as are required by the Contract Documents for the Work to be performed.

Prior to the first partial payment estimate, the Contractor shall submit construction progress schedules showing the order in which it proposes to carry on the Work, including dates at which it will start the various parts of the WORK, estimated date of completion of each part and as applicable:
a) The dates at which special detail drawings will be required; and b) Respective dates for submission of Shop Drawings, the beginning of manufacture, the testing and the installation of materials, supplies, and equipment. c) The Contractor shall also submit a schedule of payments that it anticipates it will earn during the course of the Work.

The progress schedules shall be submitted regularly and shall cover a time period satisfactory to the Resident Engineer. The Contractor shall also forward to the Resident Engineer, with the request for progress payment each month, a summary report of the progress of the various parts of the Work under the Contract in the shops and in the field, stating the existing status, rate of progress, estimated time of completion, and cause of delay, if any. If the work is behind the submitted schedule, the Contractor shall submit in writing a plan acceptable to the CITY and Resident Engineer for bringing the Work up to schedule.

B-34 Commencement and Progress of the Work and Time of Completion Prior to the start of construction, the CITY will conduct a preconstruction conference. At the conference, the CITY will review the planned development with the Resident Engineer, Contractor, and other interested parties. Items to be reviewed include materials, equipment, rights-of-way, schedules and all arrangements for prosecuting the Work.

The Contractor shall begin work within fifteen (15) days after receiving a Notice to Proceed. The Work shall be complete and ready for final payment in accordance with the General Conditions within 120 calendar days after the date when the Contract Times commence to run as provided in the General Conditions. This is the maximum number of calendar days regardless of weather or other potential delays.

The Resident Engineer shall have the right to specify the locations where Contractor shall start and proceed with the work. It is in the interest of the City to issue the Notice to Proceed by July 11, 2025 with construction period starting in July 2025.

B-35 Suspension of Work
a) The Resident Engineer may at any time, by notice in writing to the Contractor, suspend any part of the Work for such period of time as may be necessary to prevent improper execution of the work on the project by the Contractor, its Subcontractors or agents, and the Contractor shall have no claim for damages or additional compensation on account of any such suspension. b) The CITY may at any time suspend any part or all of the work upon ten (10) days written notice to the Contractor, who shall thereupon discontinue all work suspended except for all operations to prevent loss or damage to work already executed as may be directed by the Resident Engineer.

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In the event a part of the work is suspended, the Contractor, if the suspension is not through its fault or the fault of its Subcontractors or agents, shall be paid on the same basis as Extra Work for costs of work performed in accordance with such orders of the Resident Engineer during such suspension, provided that this shall not include any cost pertaining to work not suspended by said notice. Work shall be resumed by the Contractor after such suspension on written notice from the CITY. In the event of suspension of the entire work by the CITY, the Contractor, if the suspension is not through fault of the Contractor or the fault of its Subcontractors or agents, shall be paid the sum of $1,500.00 for each day during which the entire work shall have been suspended. Said sum is hereby mutually agreed upon as fixed and liquidated damages in full settlement of all costs and expenses, losses and damages resulting to the Contractor from such suspension. Work shall be resumed by the Contractor after such suspension on written notice from the CITY.
c) In the event of any suspension of the work in whole or in part under subsection (b) above, the Contractor shall be entitled to an extension of time wherein to complete the work to the extent of the delay caused the Contractor thereby.
d) In the event the entire work shall be suspended by order of the CITY, as hereinabove provided, and shall remain so suspended for a period of sixty (60) consecutive days, through no fault of the Contractor, and notice to resume the work shall not have been served on the Contractor as hereinabove provided, Contractor may, at its option, by written notice to the CITY, terminate the Contract in the same manner as if the termination had been initiated by the CITY, and the CITY shall have no claim for damages because of such termination of the Contract. e) If, through no act or fault of the Contractor, the Work is suspended for a period of more than ninety (90) days by the CITY or under an order of Court or other public authority, or the Resident Engineer fails to act on any request for payment within thirty (30) days after it is submitted, or the CITY fails to pay the Contractor substantially the sum approved by the Resident Engineer or any final award by arbitration or litigation within thirty (30) days of its approval and presentation, then the Contractor may, after ten (10) days from delivery of a written notice to the CITY and the Resident Engineer, terminate the Contract and recover from the CITY payment for all Work executed and all expenses sustained.

In addition and in lieu of terminating the Contract, if the Resident Engineer has failed to act on a request for payment or if the CITY has failed to make any payment as aforesaid, the Contractor may upon ten (10) days written notice to the CITY and the Resident Engineer stop the Work until he has been paid all amounts then due, in which event and upon resumption of the Work, Change Orders shall be issued for adjusting the Contract Price or extending the Contract Time or both to compensate for the costs and delays attributable to the stoppage of the Work.

If the performance of all or any portion of the Work is suspended, delayed, or interrupted as a result of a failure of the CITY or Resident Engineer to act within the time specified in the Contract Documents, or if no time is specified, within a reasonable time, an adjustment in the Contract Price or an extension of the Contract Time, or both, shall be made by Change Order to compensate the Contractor for the costs and delays necessarily caused by the failure of the CITY or Resident Engineer.

If the Contractor intends to file a claim for additional compensation for a delay caused by the CITY or Resident Engineer at a particular time, he shall file a Notice of Claim with the CITY within 7 days of the beginning of the occurrence. The Notice of Claim shall be in duplicate, in writing, and shall state the circumstances and the reasons for the Claim, but need not state the amount.

No Claim for additional compensation will be considered unless a Notice of Claim has been filed with the CITY within the time and in the manner stated above. Contractor's failure to file a claim shall constitute a waiver.

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B-36 Termination For Default - Damages For Delay - Timely Extension a) The Contractor shall at all times employ such force, plant, materials, and tools as will be sufficient, in the opinion of the Resident Engineer, to prosecute the work at not less than the rates fixed under the terms of the Contract and to complete the work or any part thereof within the time limits fixed therein. If the Contractor refuses or fails to prosecute the work, or any separable part thereof, with such diligence as will ensure the completion within the time specified in the Contract, or any extension thereof, or fails to complete said work within such time, the CITY may, after giving ten (10) days written notice to the Contractor, terminate its right to proceed with the work or such part of the work as to which there has been delay. b) The Contractor's right to proceed shall not be so terminated nor the Contractor charged with resulting damage if:
(i) The delay in the completion of the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to Acts of God, acts of the public enemy, acts of the CITY, acts of another contractor in the performance of a Contract with the CITY, fires, floods (excluding site flooding due to groundwater), epidemics, quarantine restrictions, unusually severe weather, as determined by the Resident Engineer; and
(ii) The Contractor shall, within 48 hours of the start of the occurrence, give notice to the CITY of the cause of the potential delay and an estimate of the possible time extension involved.

The Contractor, within seven (7) days from the beginning of any such delay (unless the Resident Engineer grants further period of time before the date of final payment under the Contract), notifies the Resident Engineer in writing of the causes of delay and requests an extension of time.
(iii) The Resident Engineer shall ascertain the facts and the extent of the delay and extend the time for completing the work when, in its judgment, the findings of fact justify such an extension, and its findings of fact shall be final and conclusive on the parties. c) A request for an extension of time, or the granting of an extension of time, shall not constitute a basis for any claim against the CITY for additional compensation or damages unless caused by the CITY or another contractor employed by the CITY.
d) If the Contractor should be adjudged bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a receiver should be appointed for the Contractor on account of its insolvency and not be discharged within ten (10) days after its appointment, or if the Contractor should fail to make prompt payments to subcontractors or suppliers, or should it persistently disregard laws, ordinances, or the instructions of the Resident Engineer, or otherwise commit a substantial violation of any provisions of the Contract, the CITY may, after giving ten (10) days written notice to the Contractor, terminate the Contract and the Contractor's right to proceed with the work.
e) No extension of time will be considered for time lost due to weather conditions normal to the area.

Unusual weather conditions, if determined by the Resident Engineer to be of a severity that could not be predicted, may be considered as cause for an extension of Contract completion time. f) Delays in delivery of equipment or material purchased by the Contractor or his subcontractors shall not be considered as a just cause for delay. The Contractor shall be fully responsible for the timely ordering, scheduling, expediting delivery, and installation of all equipment and materials. g) The rights and remedies of the CITY provided in this section are in addition to any of the rights and remedies provided by law or under this Contract.
h) In addition to the CITY's rights under this section, if at any time before completion of the work General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-29 Project #: 12590133
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under the Contract, it shall be determined by the CITY that reasons beyond the control of the parties hereto render it impossible or against the interests of the CITY to complete the work, or if the work shall be stopped by an injunction of a court of competent jurisdiction or by order of any competent authority, the CITY may, upon ten (10) days written notice to the Contractor, discontinue the work and terminate the Contract. Upon service of such notice of termination, the Contractor shall discontinue the work in such manner, sequence, and at such times as the Resident Engineer may direct. The Contractor shall have no claim for damages for such discontinuance or termination, nor any claim for anticipated profits on the work thus dispensed with, nor any other claim except for the work actually performed up to the time of discontinuance, including any extra work ordered by the Resident Engineer to be done, nor for any claim for liquidated damages in accordance with the provisions of Section B-39.

B-37 Rights of CITY Upon Termination
a) In the event the right of the Contractor to proceed with the work, or any portion thereof, has been terminated because of the fault of the Contractor and the Contractor has been given ten (10) days notice to cure such fault and has not done so, the CITY may take over the Work and prosecute the same to completion by contract or any other method the CITY deems expedient, and may take possession of and utilize in completing the work such materials, appliances, equipment and plant as may be on the site of the work and necessary therefor. Whether or not the Contractor's right to proceed with the work is terminated, it and its sureties shall be liable for all damages including costs of managerial and administrative services, engineering, legal and other consultant fees, sustained or incurred by the CITY in enforcing the provisions of Section B-37 and in completing or causing to complete the Contract work.
b) Upon termination the Contractor shall not be entitled to receive any further payment until the work is finished. If upon completion of the work the total cost to the CITY, including engineering, legal and other consultant fees, costs of managerial and administrative services, construction costs, and liquidated damages shall be less than the amount which would have been paid if the work had been completed by the Contractor in accordance with the terms of the Contract, then the difference shall be paid to the Contractor in the same manner as the final payment under the Contract. If the total cost incurred by the CITY on account of termination of the Contract and subsequent completion of the work by the CITY by whatever method the CITY may deem expedient shall exceed said amount which the Contractor would otherwise have been paid, the Contractor and its sureties shall be liable to the CITY for the full amount of such excess expense. c) The rights and remedies of the CITY provided in this section are in addition to any of the rights and remedies provided by the law or under this Contract.

B-38 Failure to Complete the Work in the Time Agreed Upon - Liquidated Damages a) Liquidated Damages - It is agreed by the parties to the Contract that time is of the essence; and that in case all the work is not completed before or upon the expiration of the time limit as set in the Bid, Contract and Progress Schedule, or within any time extensions that may have been granted, damage will be sustained by the CITY; and that it may be impracticable to determine the actual amount of damage by reason of such delay; and it is, therefore, agreed that the Contractor shall pay to the CITY as damages the amount of $1,500.00 per day for each and every day's delay in finishing the work in excess of the number of days specified. Additionally, in the case that a portion of the work is not completed within the timeframe allotted for that portion of the work, as described in Section 01 32 00 – Construction Schedule of the Technical Specifications, or within any time extensions that may have been granted for that portion of the work, the Contractor shall pay to the CITY as damages the amount of $1,500.00 per day for each and every day’s delay in finishing the work in excess of the number of days specified. The parties expressly agree that this liquidated damage clause is reasonable under the circumstances existing at the time the Contract was made. The CITY shall have the right to deduct the amount General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-30 Project #: 12590133
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of liquidated damages from any money due or to become due the Contractor. b) In addition, the CITY shall have the right to charge to the Contractor and to deduct from the final or progress payments for the work the actual cost to the CITY of legal, engineering, inspection, superintendence, and other expenses, which are directly chargeable to the Contract and which accrue during the period of such delay, except that the cost of final inspection and preparation of the final estimate shall not be included in the charges. c) Exclusions - Notwithstanding the provisions of subsection (a), the Contractor shall not be liable for liquidated damages or delays caused by the removal or relocation of utilities when such removal or relocation is the responsibility of the CITY or the owner of the utility under Government Code Section 4215.

B-39 Clean-up
During the progress of the work, the Contractor shall maintain the site and related structures and equipment in a clean, orderly condition and free from unsightly accumulation of rubbish. Upon completion of work and before the final estimate is submitted, the Contractor shall at its own cost and expense remove from the vicinity of the work all plants, buildings, rubbish, unused work materials, concrete forms, and temporary bridging and other like materials, belonging to it or used under its direction during the construction, and in the event of its failure to do so, the same may be removed by the CITY after ten (10) calendar days notice to the Contractor, such removal to be at the expense of the Contractor. Where the construction has crossed yards or driveways, they shall be restored by the Contractor to the complete satisfaction of the Resident Engineer, at the Contractor's expense.

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ARTICLE IV. LEGAL RELATIONS AND RESPONSIBILITY
B-40 Compliance with Laws - Permits, Regulations, Taxes Contractor is an independent contractor and shall at its sole cost and expense comply with all laws, rules, ordinances and regulations of all governing bodies having jurisdiction over the work, obtain all necessary permits and licenses therefor, pay all manufacturers' taxes, sales taxes, use taxes, processing taxes, and all Federal and state taxes, insurance and contributions for social security and unemployment which are measured by wages, salaries or any remuneration paid to Contractor's employees, whether levied under existing or subsequently enacted laws, rules or regulations. Contractor shall also pay all property tax assessments on materials or equipment used until acceptance by the CITY. If any discrepancy or inconsistency is discovered in the Plans or Specifications, or in this Contract in relation to any such law, rule, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Resident Engineer in writing. It shall also protect and indemnify the CITY, the Resident Engineer, and all of the CITY's officers, agents, and servants against any claim or liability arising from or based upon the violation of any such law, rule, ordinance, regulation, order or decree, whether by the Contractor itself or by its employees. Particular attention is called to the following:
a) Without limitation, materials furnished and performance by Contractor hereunder shall comply with Safety Orders of the Division of Industrial Safety, State of California, Federal Safety regulations of the Bureau of Labor, Department of Labor; and any other applicable Federal regulations.

The Contractor, upon request, shall furnish evidence satisfactory to the CITY and Resident Engineer that any or all of the foregoing obligations have been or are being fulfilled. The Contractor warrants to the CITY that it is licensed by all applicable governmental bodies to perform this Contract and will remain so licensed throughout the progress of the work, and that it has, and will have, throughout the progress of the work, the necessary experience, skill and financial resources to enable it to perform this Contract.

B-41 Prevailing Wage
The Project is further subject to prevailing wage laws, including, but not limited to, California Labor Code Sections 1773.2 and 1775. Therefore, these General Conditions are hereby deemed to incorporate the provisions of California Labor Code Sections 1773.2 and 1775, as though fully set forth herein. In addition, the General Conditions include the following: (a) Copies of the prevailing rate of per diem wages are on file at City’s principal office, which shall be made available to any interested party on request; and (b) The City will cause a copy of the wage determination of the director of the prevailing rate of per diem wages to be posted at each job site.

Statutory Penalty – The Project is subject to the provisions of the California Labor Code § 1813.

Therefore, the provisions of California Labor Code § 1813, as are deemed incorporated as though fully set forth therein.
a) The Contractor shall forfeit as penalty to the CITY the sum of Fifty Dollars ($50) for each day or portion thereof for each worker (whether employed by the Contractor or Subcontractor) paid less than the stipulated prevailing rates for any work done under the Contract in violation of the provisions of the Labor Code and in particular, Section 1775. b) The CITY will not recognize any claims for additional compensation because of the payment of the wages set forth in the Contract Documents. The possibility of wage increases is one of the elements to be considered by the Contractor in determining its proposal, and will not under any circumstances be considered as the basis of a claim against the CITY or the Resident Engineer. c) The Contractor shall at all times keep posted at the jobsite current wage rates in effect for this Work.

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B-42 Labor Discrimination
Attention is directed to Section 1735 of the Labor Code, which reads as follows:

No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, or sex of such persons, except as provided in Section 12940 of the Government Code, and every Contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter.

Federal Equal Opportunity Clauses from 41 CFR 60 1.4(b) also apply. See Part 4 for detailed outline of Federal requirements. See Part 5 for required Non-discrimination Form.

B-43 Eight-Hour Day Limitation
a) In accordance with the provisions of the Labor Code, and in particular, Sections 1810 to 1815 thereof, inclusive, eight hours labor shall constitute a day's work, and no worker, in the employ of said Contractor, or any Subcontractor, doing or contracting to do any part of the work contemplated by this Contract, shall be required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of those provisions; provided that subject to Labor Code Section 1815, a worker may perform work in excess of either eight (8) hours per day or forty (40) hours during any one week upon compensation for all hours worked in excess of eight (8) hours per day or forty (40) hours during any one week at not less than one and one-half times the basic rate of pay. b) The Contractor and each Subcontractor shall also keep an accurate record showing the names, addresses, social security numbers, work classifications, 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 the Contractor and by the Subcontractor in connection with the work specified herein, which record shall be open at all reasonable hours to the inspection of the CITY, State and Federal officers and agents; and it is hereby further agreed that, except as provided in (a) above, the Contractor shall forfeit as a penalty to the CITY the sum of fifty dollars ($50) for each worker employed in the performance of this Contract by it or by any Subcontractor under it for each calendar day during which such worker is required or permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of Sections 1810 through 1815.

B-44 Compliance with State Requirements for Employment of Apprentices The Contractor's attention is directed to Section 1777.5 through 1777.2 of the Labor Code; provisions of those Sections pertaining to employment of registered apprentices are hereby incorporated by reference into these Specifications. As applicable, the Contractor or any Subcontractor employed by it in the performance of the Contract work shall take such actions as necessary to comply with the provisions of Section 1777.5.

B-45 Underground Utilities
In accordance with Government Code Section 4215, the Contractor shall be compensated for the costs of locating, repairing damage not due to the failure of the Contractor to exercise reasonable care, and removing or relocating existing main or trunkline utility facilities not indicated in the Contract Plans and Specifications with reasonable accuracy, and for the equipment on the project necessarily idled during such work; provided that the Contractor shall first notify the Resident Engineer before commencing work on locating, repairing damage to, removing or relocating such utilities.

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B-46 Water Pollution
The Contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, and canals from pollution with fuels, oils, bitumens, calcium chloride, and other harmful materials and shall conduct and schedule its operations so as to avoid or minimize muddying and silting of said streams, lakes, reservoirs, and canals. Care shall be exercised to preserve vegetation beyond the limits of construction. The Contractor shall comply with Section 5650 of the California Fish and Game Code and all other applicable statutes and regulations relating to the prevention and abatement of water pollution.

B-47 Payment of Taxes
The Contract prices paid for the work shall include full compensation for all taxes which the Contractor is required to pay, whether imposed by Federal, State, or local governments.

B-48 Permits and Licenses
Except as otherwise provided in this Contract, the Contractor shall procure all permits including CDP encroachment permit, off-site disposal requirements, and OSHA trench and excavation permit, and licenses, pay all charges and fees, and give all notices necessary and incident to the lawful prosecution of the work.

B-49 Patents
The Contractor shall pay all applicable royalties and license fees and assume all costs arising from the use of patented materials, equipment and devices. The Contractor shall defend all suits or claims for infringement of any patent rights and save the CITY and Resident Engineer and their duly authorized representatives harmless from loss on account thereof, except that the CITY shall be responsible for any such loss when a particular process, design, or the product of a particular manufacturer or manufacturers is specified; however if the Contractor has reason to believe that the design, process or product specified is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Resident Engineer.

B-50 Public Convenience
a) This section defines the Contractor's responsibility with regard to convenience of the public and public traffic in connection with its operations.
b) The Contractor shall so conduct its operations as to offer the least possible obstruction and inconvenience to the public and it shall have under construction no greater length or amount of work than it can prosecute properly with due regard to the rights of the public. c) Unless otherwise provided in the Contract Documents, all public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. d) Spillage resulting from hauling operations along or across any publicly traveled way shall be removed immediately by the Contractor at its expense.
e) Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.
f) Convenient access to driveways, houses and buildings along the line of the work shall be maintained and temporary approaches to crossings or intersecting highways shall be provided and kept in good condition. When the abutting property owner's access across the right-of-way line is to be eliminated, or to be replaced under the Contract by other access facilities, the existing access shall not be closed until the replacement access facilities are usable.

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g) Water shall be supplied if ordered by the Resident Engineer for the alleviation or prevention of dust nuisance as provided in the Contract Documents.
h) In order to expedite the passage of public traffic through or around the work and where ordered by the Resident Engineer, the Contractor shall install signs, lights, flares, barricades, and other facilities for the sole convenience and direction of public traffic. Also, where directed by the Resident Engineer, the Contractor shall provide and station competent flagpersons whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, barricades, and other facilities, and the cost of providing and stationing such flagpersons, all for the convenience and direction of public traffic, will be considered as included in the Contract price and no additional compensation will be allowed.
i) Flagpersons and guards, while assigned to traffic control, shall perform their duties and shall be provided with the necessary equipment in accordance with the current "Instructions to Flagmen" of the California Department of Transportation. The equipment shall be furnished and kept clean and in good repair by the Contractor at its expense.

B-51 Safety
a) General - The Contractor shall be solely and completely responsible for the conditions of the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and not be limited to normal working hours. Safety provisions shall conform to all applicable Federal, State, and local laws, ordinances, and codes, and to the rules and regulations established by the California Division of Industrial Safety, and to other rules of law applicable to the work.
b) The services of the Resident Engineer in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's work methods, equipment, bracing or scaffolding or safety measures, in, on, or near the construction site, and shall not be construed as supervision of the actual construction nor make the Resident Engineer or the CITY and the DISTRICT responsible for providing a safe place for the performance of work by the Contractor, subcontractors, or suppliers; or for access, visits, use work, travel or occupancy by any person.
c) The Contractor shall carefully instruct all personnel working in potentially hazardous work areas as to the potential dangers and shall provide such necessary safety equipment and instruction as is necessary to prevent injury and damage to property. The Contractor shall appoint for the duration of this Contract, a qualified supervisor employee to develop and/or supervise the Contractor's job safety program that will effectively implement the safety provisions of the above agencies.
d) The Contractor, as a part of his safety program, shall maintain at its office or other well-known place at the job site, safety equipment applicable to the Work as prescribed by the aforementioned authorities, all articles necessary for giving first aid to the injured, and shall establish the procedure for the immediate removal to a hospital or a doctor's care of persons (including employees) who may be injured on the job site. e) If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Resident Engineer and the CITY. In addition, the Contractor must promptly report in writing to the Resident Engineer all accidents whatsoever arising out of, or in connection with, the performance of the Work whether on, or adjacent to, the site, giving full details and statements of witnesses.
f) If any claim is made by anyone against the Contractor or any subcontractor on account of any General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-35 Project #: 12590133
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accident, the Contractor shall promptly report the facts in writing to the Resident Engineer, giving full details of the claim.
g) All work and materials shall be in strict accordance with all applicable State, Federal and local laws, rules, regulations, and codes.
h) Nothing in this Contract is to be construed to permit work not conforming to governing law. When Contract Documents differ from governing law, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor-tight or explosionproof electrical installation is required by law, this shall be provided. i) Shoring and Trench Safety Plan - Attention is directed to Section 832 of the Civil Code of the State of California relating to lateral and subjacent support, and the Contractor shall comply with this law.
j) Trenching and Worker Protection - In accordance with Section 6705 of the State Labor Code, the Contractor shall submit to the CITY specific plans to show details of provisions for worker protection from caving ground. Not less than thirty (30) days before beginning excavation for any trench or trenches five (5) feet or more in depth required under this Contract, the Contractor shall furnish to the Resident Engineer working drawings of its trench safety plan. The trench safety plan working drawings shall be detailed plans showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground. If such plan varies from the shoring system standards established by the Construction Safety Orders of the California Department of Industrial Relations or the Federal Safety and Health Regulations for Construction of the Occupational Safety and Health Administration, Department of Labor, the plan shall be prepared by a registered civil or structural engineer. In no event shall the Contractor use a shoring, sloping, or protective system less effective than that required by said Construction Safety Orders, or less effective than that required by said Federal Safety and Health Regulations for Construction. Submission of this plan in no way relieves the Contractor from the requirement to maintain safety in all operations performed by it or its Subcontractors. k) Hazardous Wastes and Unforeseen Conditions - In accordance with Section 7104 of the State Public Contract Code, if the work contemplated hereunder involves digging trenches or other excavations that extend deeper than four feet below the surface, the Contractor shall promptly, and before the following conditions are disturbed, notify the CITY, in writing, of any: (i) material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; (ii) Subsurface or latent physical conditions at the site differing from those indicated; or (iii) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract. The CITY shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Contractor's cost of, or the time required for, performance of any part of the Work shall issue a change order under the procedures described herein. In the event that a dispute arises between the CITY and the Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for herein, but shall proceed with all Work to be performed hereunder. The Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the CITY and Contractor.
l) The Contractor shall perform all Work in a fire-safe manner. He shall supply and maintain onsite adequate fire fighting equipment capable of extinguishing incipient fires. The Contractor shall General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-36 Project #: 12590133
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comply with applicable federal, state, and local fire prevention regulations and where the regulations do not cover, with applicable parts of the National Fire Prevention Standard for "Safeguarding Building Construction Operations," (NFPA No. 241).

B-52 Protection of Person and Property
a) The Contractor shall take whatever precautions are necessary to prevent damage to all existing improvements, including above ground and underground utilities, trees, shrubbery that is not specifically shown to be removed, fences, signs, mailboxes, survey markers and monuments, buildings, structures, the CITY's property, adjacent property, and any other improvements or facilities within or adjacent to the work. If such improvements or property are injured or damaged by reason of the Contractor's operations, they shall be replaced or restored, at the Contractor's expense, to a condition at least as good as the condition they were in prior to the start of the Contractor's operations.
b) The Contractor shall adopt all practical means to minimize interference to traffic and public inconvenience, discomfort or damage. The Contractor shall protect against injury any pipes, conduits or other structures, crossing the trenching or encountered in the work and shall be responsible for any injury done to such pipes or structures, or damage to property resulting therefrom. The Contractor shall support or replace any such structures without delay and without any additional compensation to the entire satisfaction of the Resident Engineer. All obstructions to traffic shall be guarded by barriers illuminated at night. The Contractor shall be responsible for all damage to persons and property directly or indirectly caused by its operations and, under all circumstances, the Contractor must comply with the laws and regulations of the County and the State of California relative to safety of persons and property and the interruption of traffic and the convenience of the public within the respective jurisdictions. c) The Contractor is cautioned that it must replace all improvements in rights-of-way and within the public streets to a condition equal to what existed prior to the Contractor's entry onto the job. d) Type and time of construction required at any road subject to interference by Contract work will be determined by those authorities responsible for maintenance of said road. It shall be the responsibility of the Contractor to determine the nature and extent of all such requirements, including provision of temporary detours as required; however, the construction right-of-way obtained by the CITY at affected roadways will be adequate for provision of all required detours.

As required at any road crossing, the Contractor shall provide all necessary flagpersons, guardrails, barricades, signals, warning signs and lighting to provide for the safety of existing roads and detours. Immediately after the need for temporary detours ceases, or when directed, the Contractor shall remove such detours and perform all necessary cleanup work, including replacement of fences, and removal of pavement. Included shall be all necessary replacement of existing roadway appurtenances, grading work, soil stabilization and dust control measures, as required and directed. The cost of all work specified under this Section shall be borne by the Contractor.
e) The Contractor shall examine all bridges, culverts, and other structures over which it will move its materials and equipment, and before using them, it shall properly strengthen such structures where necessary with the approval of the Landowner’s Representative. The Contractor shall be responsible for any and all injury or damage to such structures caused by reason of its operations.

B-53 Responsibility for Repair of Facilities
All public or private facilities, including but not limited structures, telephone cables, roadways, parking lots, private drives, levees and embankments disturbed during construction of the work shall be repaired and/or replaced by the Contractor to match facilities existing prior to construction. In addition, the General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-37 Project #: 12590133
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Contractor shall be responsible for any settlement damage to such facilities or adjoining areas for a period of one year after acceptance of such required facilities.

The Contractor's attention is directed to the many water services crossing the road. It is the Contractor's responsibility to protect these laterals and repair damage. CITY crews are not available to repair water services disturbed by construction.

B-54 Resolution of Construction Claims
a) For any claim arising under this contract, the following procedures will apply:
(i) The claim must be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the day of final payment. Nothing in this subsection is intended to extend the time limit or supersede notice requirements for the filing of claims as set forth elsewhere in this contract. (ii) Claims Resolution Process – The Project is subject to the requirements of Public Contract Code § 9204 requiring the Contractor and City to follow a claims resolution process for public works disputes. Therefore, these General Conditions shall be deemed to incorporate the process for resolution as specified in the Public Contracts Code § 9204, as though fully set forth therein.
(iii) Resolution of Construction Claims Less than $375,000.00 – The Project is subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the California Public Contract Code regarding the resolution of public works claims of less than $375,000. Therefore, these General Conditions shall be read to incorporate the provisions of Article 1.5 as though fully set forth herein as to such claims. b) The Contractor shall proceed with the work in accordance with the plans and specifications and determinations and instructions of the Resident Engineer during the resolution of any claims disputes.

B-55 CITY's Repair
In the event the Contractor refuses or neglects to make good any loss or damage for which the Contractor is responsible under this Contract, the CITY may itself, or by the employment of others, make good any such loss or damage, and the cost and expense of doing so, including any reasonable engineering, legal and other consultant fees, and any costs of administrative and managerial services, shall be charged to the Contractor. Such costs and expenses may be deducted by the CITY from claims for payment made by the Contractor for work completed or remaining to be completed.

B-56 Antitrust Claim Assignment
In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to this contract, the Contractor and all subcontractors shall offer and agree 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.

Sec. 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 public works contract or subcontract. This assignment shall be made and become effective at the time the CITY tenders final payment to the Contractor, without further acknowledgement by the parties.

B-57 Waiver of Right to Rescind For Material Breach
The Contractor agrees that it can be adequately compensated by money damages for any breach of this Contract which may be committed by the CITY and hereby agrees that no default, act, or omission of the CITY or the Resident Engineer, except for failure to make progress payments as a required by Section B68, shall constitute a material breach of the Contract entitling the Contractor to cancel or rescind the provisions of this Contract or (unless the CITY shall so consent or direct in writing) to suspend or abandon General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-38 Project #: 12590133
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performance of all or any part of the work. The Contractor hereby waives any and all rights and remedies to which it might otherwise be or become entitled, save only its right to money damages.

B-58 Contractor's License Notice

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE

CONTRACTORS' STATE LICENSE BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST CONTRACTORS OF A COMPLAINT IF FILED WITHIN THREE (3) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS' STATE LICENSE BOARD, 9835 GOETHE ROAD, SACRAMENTO, CALIFORNIA. MAILING ADDRESS: P.O. BOX 26000, SACRAMENTO, CALIFORNIA 95826.

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ARTICLE V. INSURANCE AND LIABILITY
B-59 Insurance
a) Neither the Contractor nor any Subcontractors shall commence any work until all required insurance has been obtained at their own expense. Such insurance must have the approval of the CITY as to limit, form, and amount, and shall be placed with insurers with a current A.M.

Best's rating of no less than A:VII.
b) Any insurance bearing on adequacy of performance shall be maintained after completion of the project for the full guarantee period.
c) Prior to execution of the Contract, the Contractor shall furnish the CITY with original endorsements effecting coverage for all policies required by the Contract. The Contractor shall not permit any Subcontractor identified in the Designation of Subcontractors form to commence work on this project until such Subcontractor has furnished the CITY with original endorsements effecting coverage for all insurance policies required by the Contract. The endorsements shall be signed by a person authorized by the insurer to bind coverage on its behalf. The endorsements are to be on forms provided by the CITY. As an alternative to the CITY's forms, the Contractor's insurer may, subject to the approval of the CITY, provide complete, certified copies of all required insurance policies, including endorsements effecting the coverage required by this paragraph.

The Contractor agrees to furnish one copy of each policy to the CITY, and additional copies as requested in writing, certified by an authorized representative of the insurer. d) All of the Contractor's policies shall contain an endorsement providing that written notice shall be given to the CITY at least sixty (60) calendar days prior to termination, cancellation, or reduction of coverage in the policy. Contractor shall provide immediate written notice if (1) any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; (3) or the deductible or self insured retention is increased. In the event of any cancellation or reduction in coverage or limits of any insurance, Contractor shall forthwith obtain and submit proof of substitute insurance.
e) Any policy or policies of insurance that the Contractor elects to carry as insurance against loss or damage to its construction equipment and tools shall include a provision therein providing a waiver of the insurer's right to subrogation against the CITY, the DISTRICT, Engineer of Record and the Resident Engineer.
f) The requirements as to the types, limits, and the CITY's approval of insurance coverage to be maintained by the Contractor are not intended to and shall not in any manner limit or qualify the liabilities and obligations assumed by the Contractor under the Contract. g) In addition to any other remedy the CITY may have, if the Contractor or any of the subcontractors fails to maintain the insurance coverage as required in this Section, the CITY may obtain such insurance coverage as is not being maintained, in form and amount substantially the same as required herein, and the CITY may deduct the cost of such insurance from any amounts due or which may become due the Contractor under this Contract. h) The Contractor and all subcontractors shall, at their expense, maintain in effect at all times during the performance or work under the Contract not less than the following coverage and limits of insurance, which shall be maintained with insurers and under forms of policy satisfactory to the CITY. The maintenance by the Contractor and all subcontractors of the following coverage and limits of insurance is a material element of this Contract. The failure of the Contractor or any subcontractor to maintain or renew coverage or to provide evidence of renewal may be treated by the CITY as a material breach of this contract.

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i) Worker's Compensation and Employer's Liability Insurance. (i) Worker's Compensation - Insurance to protect the Contractor or subcontractor from all claims under Worker's Compensation and Employer's Liability Acts, and, if applicable,including Longshoremen's and Harbor Worker's Act (the Acts). Such coverage shall be maintained, in type and amount, in strict compliance with all applicable State and Federal statutes and regulations. The Contractor shall execute a certificate in compliance with Labor Code Section 1861, on the form provided in the Contract Documents. (ii) Claims Against CITY - If an injury occurs to any employee of the Contractor or any of the subcontractors for which the employee or its dependents, in the event of its death, may be entitled to compensation from the CITY under the provisions of the said Acts, or for which compensation is claimed from the CITY, there will be retained out of the sums due the Contractor under this Contract, an amount sufficient to cover such compensation as fixed by said Acts, until such compensation is paid or it is determined that no compensation is due. If the CITY is required to pay such compensation, the amount so paid will be deducted and retained from such sums due, or to become due the Contractor. (iii) Commercial General and Business Automobile Liability Insurance - The insurance shall include, but shall not be limited to, protection against claims arising from death, bodily or personal injury, or damage to property resulting from actions, failures to act, operations or equipment of the insured, or by its employees, agents, consultants, or by anyone directly or indirectly employed by the insured. Insurance shall be written with a combined single limit for bodily injury/ death and property damage of $1,000,000 per occurrence, $2,000,000 general aggregate, and $2,000,000 products completed operations aggregate. If Contractor maintains higher limits than the specified minimum limits, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any deductibles must be declared to and approved by the CITY. At the option of the CITY, either: the insurer shall reduce or eliminate such deductibles as respects the entity, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

The Commercial general and business automobile liability insurance coverage shall also include the following:
1) Provision or endorsement naming the CITY, Resident Engineer, Engineer of Record, the DISTRICT and its consultants, and each of their officers, employees, and agents, and the Landowner each as additional insureds in regards to liability arising out of the performance of any work (on going and completed operations) under the Contract and providing that such insurance is primary insurance as respects the interest of the CITY, Resident Engineer, Engineer of Record, and the DISTRICT and that any other insurance maintained by the CITY, Resident Engineer, Engineer of Record, and the DISTRICT is excess and not contributing insurance with the insurance required hereunder. Additional insured status for general liability insurance shall continue for one year after completion of the work. 2) "Cross Liability" or "Severability of Interest" clause. 3) Broad Form Property Damage, Personal Injury, Contractual Liability, Protective Liability Completed Operations coverages and elimination of any exclusion regarding loss or damage to property caused by explosion or resulting from collapse of buildings or structures or damage to property underground, commonly referred to General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-41 Project #: 12590133
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by insurers as the "XCU" hazards.
4) Provision or endorsement stating that such insurance, subject to all of its other terms and conditions, applies to the liability assumed by the Contractor under the Contract, including, without limitation, that set forth in Section B-61, Indemnity and Litigation Costs.
5) Provision or endorsement stating that 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 officers, officials, employees, or volunteers. j) The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. k) Builder's Risk or Installation Floater "All-Risk" Insurance is not required for this contract.

B-60 Indemnity and Litigation Cost
a) Promptly upon execution of the Contract, the Contractor specifically obligates itself and hereby agrees to protect, hold free and harmless, defend and indemnify the CITY, Resident Engineer, the Engineer of Record and its consultants, and each of their officers, officials, employees and agents, from and against any and all liability, penalties, costs, losses, damages, expenses, causes of action, claims or judgments, including without limitation attorneys' fees and other costs of litigation, which arise out of or are in any way connected with the Contractor's, or its subcontractors' or suppliers', performance of work under this Contract or failure to comply with any of the obligations contained in the Contract. This indemnity shall not extend, however, to attorney fees and costs incurred by the CITY in prosecuting or defending against the Contractor in any proceeding under Section B-8, and shall imply no reciprocal right of the Contractor in any action on the contract pursuant to California Civil Code section 1717 or section 1717.5. To the extent legally permissible, this indemnity and hold harmless agreement by the Contractor shall apply to any acts or omissions, whether active or passive, on the part of the Contractor or its agents, employees, representatives, or Subcontractor's agents, employees and representatives, resulting in liability, irrespective of whether or not any acts or omissions of the parties to be indemnified hereunder may also have been a contributing factor to the liability, except such loss or damage which was caused by the active negligence, sole negligence or willful misconduct of the CITY.
b) In any and all claims against the CITY, Resident Engineer, or the Engineer of Record and its consultants, and each of their officers, employees and agents by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation under this Section shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under Worker's Compensation statutes, disability benefit statutes or other employee benefit statutes. c) Each party to this Contract has been represented by counsel in the negotiation and execution of this Contract.

B-61 Protection of Work
a) The Contractor shall be responsible for the care of all work until completion and final acceptance; and the Contractor shall, at its own expense replace damaged or lost material and repair damaged parts of the work or the same may be done at the Contractor's expense by the CITY and the Contractor and its sureties shall be liable therefore. The Contractor shall make its own provisions for properly storing and protecting all material and equipment against theft, injury, or General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-42 Project #: 12590133
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damage from any and all causes. Damaged material and equipment shall not be used in the work. The Contractor shall take all risks from floods and casualties except as provided by law, and shall make no charge for the restoration of such portions of the work as may be destroyed or damaged by flood or other casualties or because of danger from flood or other casualties or for delays from such causes. The Contractor may, however, be allowed a reasonable extension of time on account of such delays, subject to the conditions hereinbefore specified. The Contractor shall not be responsible for the cost, in excess of five percent (5%) of the contracted amount, of repairing or restoring damage to the work, if the damage was proximately caused by an earthquake in excess of a magnitude of 3.5 on the Richter Scale or by tidal waves; provided that the work damaged was built in accordance with accepted and applicable building standards, and the plans and specifications of the CITY.
b) The Contractor shall effectively secure and protect adjacent property and structures, livestock, crops, and other vegetation. If applicable, the Contractor shall open fences on or crossing the right-of-way and install temporary gates of sound construction thereon so as to prevent the escape of livestock. Adjacent fence posts shall be adequately braced to prevent the sagging or slackening of the wire. Before such fences are opened, the Contractor shall notify the owner or tenant of the property and, where practicable, the opening of the fence shall be in accordance with the wishes of said owner or tenant. The Contractor shall be responsible that no loss or inconvenience shall accrue to the owner or tenant by virtue of its fences having been opened or the gate not having been either shut or attended at all times. Where special types of fences are encountered, the Contractor shall install temporary gates made of similar materials and of suitable quality to serve the purposes of the original fences. In all cases where the Contractor removes fences to obtain work room, it shall provide and install temporary fencing as required, and on completion of construction shall restore the original fence to the satisfaction of the Resident Engineer. All costs of providing, maintaining and restoring gates and fencing shall be borne by the Contractor. It shall provide and maintain all passageways, guard fences, lights and other facilities for protection required by public authority or local conditions. c) The Contractor shall use extreme care during construction to prevent damage from dust to crops and adjacent property. The Contractor, at its own expense, shall provide adequate dust control for the right-of-way and take other preventive measures as directed by the Resident Engineer. d) The Contractor shall be responsible for all damage to any property resulting from trespass by the Contractor or its employees in the course of their employment, whether such trespass was committed with or without the consent or knowledge of the Contractor. e) The Contractor shall see that the work site is kept drained and free of all ground water and any other water which may impede the progress or execution of the Contract work. f) The Contractor shall be responsible for any damage caused by drainage or water runoff from construction areas and from construction plant areas. In an emergency affecting the safety of life, or of the work, or of adjoining property, the Contractor, without special instruction or authorization from the Resident Engineer, is hereby permitted to act at the Contractor's discretion to prevent such threatened loss or injury, and it shall so act without appeal if so instructed or authorized.

Any compensation claimed by the Contractor on account of emergency work shall be determined as specified under Section B-3. Should the Resident Engineer deem an emergency condition to exist, the Contractor shall immediately do those things and take those steps ordered by the Resident Engineer. The decision of the Resident Engineer in this respect shall be final and conclusive. Any claims for compensation made by the Contractor on account of emergency work shall be determined as specified under Section B-3.
g) Except as provided by Government Code Section 4215, the Contractor shall be responsible for the removal, relocation and protection of all public and private utilities, including irrigation facilities in the nature of utilities, located on the site of the construction project if and to the extent that the General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-43 Project #: 12590133
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same are identified in the Contract Documents, and the Contractor shall not be entitled to any extension of time or claim for damages for extra compensation in connection therewith. If and to the extent that such utilities or facilities are not identified in the Contract Documents, as between the Contractor and the CITY, the CITY will be responsible for the cost of their removal, relocation or protection, as the case may be, but the Contractor shall perform any such work in conformance with applicable provisions of Sections B-3 and B-4, if so directed by the Resident Engineer and in such situation the Contractor shall not be responsible for delay in completion of the project caused by the failure of the CITY or the owner of the utility to provide for such removal or relocation. If the Contractor, while performing the Contract, discovers utility or irrigation facilities not identified by the CITY in the Contract Documents, it shall immediately notify the Resident Engineer in writing.
h) Subject to the provisions of this Section, where the work to be performed under the Contract crosses or otherwise interferes with existing streams, watercourses, canals, farm ditches, pipelines, drainage channels, or water supplies, the Contractor shall provide for such watercourse or pipelines and shall perform such construction during the progress of the work so that no damage will result to either public or private interests, and the Contractor shall be liable for all damage that may result from failure to so provide during the progress of the work.

B-62 No Personal Liability
Neither the CITY, the Resident Engineer, Engineer of Record, nor any of their other officers, agents, or employees, the Landowner nor any other public office shall be personally responsible for any liability arising under the Contract, except such obligations as are specifically set forth herein.

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ARTICLE VI. MEASUREMENT AND PAYMENT
B-63 Measurement of Quantities
a) Where the Contract provides for payment on a lump sum price basis, the Contractor shall submit a price breakdown to the Resident Engineer immediately after award of the Contract. The price breakdown as agreed upon between the Contractor and the Resident Engineer shall be used for preparing future estimates for partial payments to the Contractor and shall list the major items of Work and a price for each item. Overhead and other general costs and profit shall be prorated to each item so that the total of all items equals the lump sum price. The price breakdown shall be subject to the approval of the Resident Engineer and Contractor may be required to verify the prices for any or all items.

Where the Contract provides for payment on a unit price basis, the quantities of work performed will be computed by the Engineer of Record on the basis of measurements taken by the Resident Engineer.
b) Whenever the estimated quantities of work to be done and materials to be furnished under this contract are shown in any of the documents including the Proposal, they are given for use in comparing bids and the right is especially reserved, except as herein or otherwise specifically limited, to increase or diminish them as may be deemed reasonably necessary or desirable by the CITY to complete the work contemplated by this contract and such increase or diminution shall in no way violate this Contract, nor shall any such increase or diminution give cause for claims, liability for damage or adjustment to the Contract bid price.

B-64 Scope of Payment
a) The Contractor shall accept the compensation provided in the Contract as full payment for furnishing all labor, materials, tools, equipment, and incidentals necessary to the completed work and for performing all work contemplated and embraced under the Contract; also for loss or damage arising from the nature of the work, or from the action of the elements, or from any unforeseen difficulties which may be encountered during the prosecution of the work until the acceptance by the CITY and for all risks of every description connected with the prosecution of the work, also for all expenses incurred in consequence of the suspension or discontinuance of the work as provided in the Contract; and for completing the work according to the specifications and plans. Neither the payment of any estimate nor of any retained percentage shall relieve the Contractor of any obligation to make good any defective work or material. b) No compensation will be made in any case for loss of anticipated profits. Increased or decreased work involving supplemental agreements will be paid for as provided in such agreements.

B-65 Progress Estimate
At least ten (10) days before each progress payment falls due (but not more often than once a month), the Contractor will submit to the Resident Engineer a partial payment estimate filled out and signed by the Contractor covering the work performed during the period covered by the partial pay estimate and supported by such data as the Resident Engineer may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the work but delivered and suitably stored at or near the site, the partial payment estimate shall also be accompanied by such supporting data, satisfactory to the CITY, as will establish the CITY'S title to the material, and equipment and protect its interest therein, including, applicable insurance. The Resident Engineer will within seven (7) days after receipt of each partial payment estimate either recommend payment to the CITY or return the estimate to the Contractor indicating in writing its reasons for refusing to approve payment. In the latter case, the Contractor may make the necessary corrections and resubmit the partial pay estimate.

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Payroll certification forms provided by the Contractor and fully executed shall be filed with the Resident Engineer at the time of submission of each partial payment estimate and also when the claim for final payment is submitted. Wage Report forms shall be completed and submitted as set forth in Parts 4 and

5. B-66 Progress Payments
a) The Contractor is made aware that all partial payments are subject to CITY approval. b) Upon receipt of an undisputed, properly submitted progress estimate from the Contractor, recommended by the Resident Engineer, the CITY shall act in accordance with the following:
(i) Each payment request shall be reviewed by the CITY as soon as practicable after receipt for the purpose of determining that the progress estimate is a proper payment request. (ii) Any payment request determined not to be a proper payment request suitable for payment shall be returned to the Contractor as soon as practicable but not later than seven (7) days after receipt. A request returned pursuant to this paragraph shall be accompanied by a document setting forth in writing the reasons why the payment request is not proper. c) The number of days available to the CITY to make a payment without incurring interest pursuant to this section shall be reduced by the number of days by which the CITY exceeds the seven-day return requirement set forth herein.
d) The CITY will pay the Contractor ninety-five percent (95%) of the amount of each progress estimate within thirty (30) days after receipt of an undisputed, properly submitted progress estimate from the Contractor, recommended by the Resident Engineer. If the CITY fails to pay an undisputed progress estimate within the allotted thirty (30) days, the CITY shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (s) of Section 685.010 of the Code of Civil Procedures. Five percent (5%) of the amount of each estimate shall be retained by the CITY until final completion and acceptance of all work under contract. e) When, in the judgment of the Resident Engineer, the work is not proceeding in accordance with the provisions of the Contract, or when in its judgment the total amount of the work done since the last estimate amounts to less than $1,000, no pay estimate will be prepared and no progress payment will be made.
f) No progress estimate or payment shall be considered to be an approval or acceptance of any work, materials, or equipment. Estimated amounts and values of work done and materials and equipment furnished will be conformed with actual amounts and values as they become available in subsequent progress estimates, progress payments and the final estimate and payment. All estimates and payments will be subject to correction in subsequent progress estimates and payments and the final estimate and payment.
g) The CITY requires that any payments due to subcontractors for a portion of the work satisfactory completed shall be made by Contractor to subcontractors within seven (7) days of CITY's payment to Contractor. Failure to make such payments in a timely fashion may result in the CITY issuing future progress payments by joint check to the Contractor and subcontractors. h) It is mutually agreed between the parties to the Contract that no payments made under the Contract, including progress payments and the final payment, shall be evidence of the performance of the Contract, either wholly or in part, and no payment shall be construed to be an acceptance of any defective or incomplete work or improper materials.

General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-46 Project #: 12590133
May 2025
B-67 Liens and Stop Notices
The Contractor agrees to keep the work, the site of the Work and all monies held by the CITY free and clear of all liens and stop notices related to labor and materials furnished in connection with the Work, if permitted by law. Furthermore, the Contractor waives any right it may have to file any type of lien or stop notice in connection with the Work. Notwithstanding anything to the contrary contained in the Contract documents, if any such lien or stop notice is filed or there is evidence to believe that lien or stop notice may be filed at any time during the progress of the Work or within the duration of this Contract, the CITY may refuse to make any payment otherwise due the Contractor or may withhold any payment due the Contractor a sum sufficient in the opinion of the CITY to pay all obligations and expenses necessary to satisfy such lien or stop notice. The CITY may withhold such payment unless or until the Contractor, within ten days after demand therefor by the CITY, shall furnish satisfactory evidence that the indebtedness and any lien or stop notice in respect thereof has been satisfied, discharged and released of record, or that the Contractor has legally caused such lien or stop notice to be released of record pending the resolution of any dispute between the Contractor and any person or persons filing such lien or stop notice. If the Contractor shall fail to furnish such satisfactory evidence within ten days of the demand therefor, the CITY may discharge such indebtedness and deduct the amount thereof, together with any and all losses, costs, damages and attorney's fees suffered or incurred by the CITY from any sum payable to the Contractor under the Contract documents, including but not limited to final payment and retained percentage. This Section shall be specifically included in all Subcontracts and purchase orders entered into by the Contractor.

B-68 Final Acceptance and Date of Completion
Whenever the Contractor shall deem all work under this Contract to have been completed in accordance therewith, it shall so notify the Resident Engineer in writing, and the Resident Engineer shall promptly ascertain whether the work has been satisfactorily completed and, if not, shall advise the Contractor in detail and in writing of any additional work required. When all the provisions of the Contract have been fully complied with to the satisfaction of the Resident Engineer, it shall proceed with all reasonable diligence to determine accurately the total value of all work performed by the Contractor at the prices set forth in the Contract or fixed by Change Orders, and the total value of all extra work, all in accordance with the Contract. The Resident Engineer will then certify to said final estimate and to the completion of the work, and will file copies thereof with the CITY and the Contractor. The date of completion shall be the date upon which the CITY makes its formal written acceptance of the work.

B-69 Final Payment
Within ten (10) days after the date of completion, the CITY will file in the Office of the County Recorder, a Notice of Completion of the work herein agreed to be done by the Contractor. On the expiration of thirtyfive (35) days after the recordation of such Notice of Completion the difference between said final estimate and all payments theretofore made to the Contractor shall be due and payable to the Contractor, subject to any requirements concerning the furnishings of a maintenance bond, and excepting only such sum or sums as may be withheld or deducted in accordance with the provisions of this Contract. All prior certifications upon which partial payments may have been made, being merely estimates, shall be subject to correction in the final certificate.

B-70 Final Release
Final payment to the Contractor in accordance with the final estimate is contingent upon the Contractor furnishing the CITY with a signed written release of all claims against the CITY arising by virtue of the Contract. Disputed Contract claims in stated amounts may be specifically excluded by the Contractor from the operation of the release. The release shall be in substantially the following form:

General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-47 Project #: 12590133
May 2025

WAIVER AND RELEASE UPON FINAL PAYMENT
The undersigned has been paid in full by the CITY for all labor, services, equipment and material furnished to the CITY and the DISTRICT on the ______________________ Improvements located at _______________, California, and does hereby waive and release the CITY, the DISTRICT, their officers, agents, and employees, from all claims and liability to the Contractor arising out of, or in any way connected with, the Contract, except for the disputed contract claims specified below:

Notice of Disputed Claim
Amount of Claim
$
Dated:
(Name of Contractor)
By:
(Title)
Any payment, however, final or otherwise shall not release the Contractor or its sureties from obligations under the Contract Documents or Performance and Payment Bonds.

B-71 Right to Withhold Payments
a) In addition to all other rights and remedies of the CITY hereunder and by virtue of the law, the CITY may withhold or nullify the whole or any part of any partial or final payment to such extent as may reasonably be necessary to protect the CITY from loss on account of:
(i) Defective work not remedied, irrespective of when any such work was found to be defective;
(ii) Claims or liens filed or reasonable evidence indicating probable filing of claims or liens including, but not limited to claims under Sections 1775, 1776, or 1777.7 of the Labor Code;
(iii) Failure of the Contractor to make payments properly for labor, materials, equipment, or other facilities, or to subcontractors and/or suppliers; (iv) A reasonable doubt that the work can be completed for the balance then unearned; (v) A reasonable doubt that the Contractor will complete the work within the agreed time limits; (vi) Costs to the CITY resulting from failure of the Contractor to complete the work within the proper time; or
(vii) Damage to work or property.
(viii) Damage to another Contractor.
(ix) Performance of work in violation of the Terms of the Contract Documents. (x) Where work on unit items is substantially complete, but lacks cleanup and/or other corrections ordered by the Resident Engineer, amounts shall be deducted from the unit prices in partial payment estimates to amply cover such cleanup and correction. (xi) Failure to file required Equal Opportunity and Affirmative Action forms. b) Whenever the CITY shall, in accordance herewith, withhold any monies otherwise due the Contractor, written notice of the amount withheld and the reasons therefore will be given the Contractor. After the Contractor has corrected the enumerated deficiencies, the CITY will promptly pay to the Contractor the amount so withheld. When monies are withheld to protect the CITY against claims or liens of mechanics, material men, Subcontractors, etc., the CITY may at its discretion permit the Contractor to deliver a surety bond in terms and amount satisfactory to the CITY, indemnifying the CITY against any loss or expense, and upon acceptance thereof by the CITY, the CITY shall release to the Contractor monies so withheld.

General Conditions PART 3: CONDITIONS OF THE CONTRACT 3-48 Project #: 12590133
May 2025
B-72 Waiver of Interest
The CITY shall have no obligation to pay and the Contractor hereby waives the right to recover interest with regard to monies which the CITY is required to withhold by reason of judgment, order, statute or judicial process.

B-73 Satisfaction of Claims and Liens
Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the CITY, a complete release of all liens and claims arising out of this Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as it has knowledge or information the releases and receipts include all the labor and material for which a lien or claim could be filed; but the Contractor may, if any Subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Resident Engineer, to indemnify the CITY against any lien or claim. If any lien or claim remains unsatisfied after all payments are made, the Contractor shall refund to the CITY all monies that the latter may be compelled to pay in discharging such a lien, or claim, including all costs and reasonable attorney's fees.

DISCUSSION AGENDA ITEM 4

SUPPORTING DOCUMENTATION ATTACHED

4. Staff Activity Report – April 2025

CITY OF TRINIDAD STAFF REPORT
DATE: May 13, 2025
TO: Mayor and City Council
FROM: City Manager Joe Tagliaboschi
STAFF RECOMMENDATION:

Receive Staff Activities Report from City Manager and Provide Comments. No Council Action Required

DISCUSSION/BACKGROUND
CSA4 meeting- Staff met with members of Westhaven fire, CalFire, The Rancheria, BOS Members Madrone and Wilson and Board and Lafco staff. The group discussed a study for fire services and agreed that it is a worthwhile endeavor. Specifics of the study were discussed with a plan to solicit the study to a consultant with some quotes for costs. Once those results are analyzed and discussed there could be a request to contribute to help fund the study.

Water update
Eric Sanders invoice for April -$4000.00.

Carl Anderson is working to schedule his exam for T3s
Westhaven Intertie Project
Staff received the long-anticipated Plans, Specifications, Engineering (PSE) and updated Projected Costs to complete from Westhaven Water District. The PSE are scheduled for Council approval and then the project can get out for bidding. The project is expected to start at the end of July and end around the middle of November.

Staff is waiting on contractor response and quotes for the Windows and Rot repair at Town Hall.

An additional document is being prepared for the front porch carpet removal and epoxy application.

ENVIRONMENTAL REVIEW
NA

FISCAL IMPACT
Is there a Fiscal Impact? N/A Is it Currently Budgeted? Yes Where is it Budgeted?
Is it Mandatory or Discretionary? N/A
Is there a Staff Resource Impact? No

ATTACHMENTS

STAFF REPORT SUPPLEMENTAL
Date: Tuesday, May 13, 2025
Background Info: The City of Trinidad is responding to the Governor’s Order calling on all Californians to do their part by reducing consumption.

Luffenholtz Creek flow readings are presented to the Council on an as-needed basis - during drought events or when requested. November, December, January, and once again February has delivered abundant amounts of rainfall, providing relief from stress-related drought on the watershed. With this in mind, the focus of these reports (during the wet season) will be to share and put into perspective how Trinidad’s water consumption metrics compare to those of recent years.

The amounts represent the total water sold, captured by 323 customer meters, measured in cubic feet (7.48 gallons = 1 cubic foot).

July 2020 275,612 cuft January 2021 161,379
July 2021 251,168 January 2022 189,201
July 2022 198,081 January 2023 154,543
July 2023 223,806 January 2024 148,407
July 2024 264,491 (21.01% Water Loss) January 2025 131,229 (16.59% Water Loss) August 2020 273,992 February 2021 178,545
August 2021 269,771 February 2022 154,634
August 2022 227,681 February 2023 136,626
August 2023 265,808 February 2024 132,690
August 2024 233,215 (17.85% Water Loss) February 2025 131,537 (20.66% Water Loss) September 2020 302,614 March 2021 187,607
September 2021 227,831 March 2022 184,103
September 2022 216,470 March 2023 152,813
September 2023 200,348 March 2024 125,188
September 2024 200,050 (22.16% Water Loss) March 2025 136,579 (22.52% Water Loss) October 2020 230,430 April 2021 192,287
October 2021 203,176 April 2022 173,115
October 2022 180,065 April 2023 145,504
October 2023 188,335 April 2024 176,413
October 2024 206,875 (21.34% Water Loss) April 2025 171,808 (17.31% Water Loss) November 2020 198,813 May 2020 183,368
November 2021 204,438 May 2021 242,529
November 2022 169,144 May 2022 154,634
November 2023 151,914 May 2023 211,380
November 2024 159,316 (26.54% Water Loss) May 2024 182,738 (14.68% Water Loss) December 2020 185,860 June 2020 240,055
December 2021 201,160 June 2021 269,087
December 2022 170,419 June 2022 233,692
December 2023 122,937 June 2023 209,336
December 2024 159,299 (23% Water Loss) June 2024 229,399 (17.12% Water Loss) Water sold in April is average from the 5 and 10 year perspective. Water loss was slightly below average.

We will continue to monitor consumption each month and report this information (along with summary trends and analysis) to the Council for review, comparison, and questions at each meeting.