Cities Index.
Agenda packet

Lakeport City Council
August 6, 2024

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Agenda packet
Meeting
August 6, 2024
Body
Lakeport City Council
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AGENDA

REGULAR MEETING OF THE LAKEPORT CITY COUNCIL
(ALSO MEETS AS THE CITY OF LAKEPORT MUNICIPAL SEWER DISTRICT, THE LAKEPORT INDUSTRIAL DEVELOPMENT AUTHORITY, THE MUNICIPAL FINANCING AGENCY OF LAKEPORT and THE SUCCESSOR

AGENCY TO THE FORMER LAKEPORT REDEVELOPMENT AGENCY)
Tuesday, August 6, 2024 6:00 p.m.

City Council Chambers, 225 Park Street, Lakeport, California 95453 See Teleconferencing Instructions Below
City Council Agenda of August 6, 2024 Page 2
AGENDA

REGULAR MEETING OF THE LAKEPORT CITY COUNCIL
(ALSO MEETS AS THE CITY OF LAKEPORT MUNICIPAL SEWER DISTRICT, THE

LAKEPORT INDUSTRIAL DEVELOPMENT AUTHORITY, THE MUNICIPAL FINANCING AGENCY OF LAKEPORT and THE SUCCESSOR AGENCY TO THE FORMER LAKEPORT REDEVELOPMENT AGENCY)*
Tuesday, August 6, 2024, 6:00 p.m.

City Council Chambers, 225 Park Street, Lakeport, California 95453 *All references to “City Council” include those other agencies which are listed above The City Council may discuss and/or take action on any or all of the items listed on the agenda irrespective of how the agenda items are described. The council may establish and make appointments to a Council committee (made up of two Councilmembers) with respect to any item appearing on this agenda.

I. CALL TO ORDER & ROLL CALL: 6:00 p.m.

II. PLEDGE OF ALLEGIANCE:

III. ACCEPTANCE OF AGENDA/ URGENCY
ITEMS:

Move to accept agenda as posted or move to add or delete items.

To add item, Council is required to make a majority decision that an urgency exists (as defined in the Brown Act) and a 2/3rds determination that the need to take action arose subsequent to the agenda being posted.

IV. CONSENT AGENDA: The following Consent Agenda items are expected to be routine and noncontroversial. They will be acted upon by the Council at one time without any discussion. Any Council Member may request that any item be removed from the Consent Agenda for discussion under the regular Agenda. Removed items will be considered following the Consent Calendar portion of this agenda.

A. Ordinances: Waive reading except by title, of any ordinances under consideration at this meeting for either introduction or passage per Government Code Section 36934.

B. Minutes: Approve minutes of the City Council regular meeting of July 16, 2024.

C. Application 2024-028: Approve application 2024-027, with staff recommendations, for the Sponsoring Survivorship Fun Walk-Run.

D. Military Equipment Use Policy: Approve the Military Equipment Use Policy for FY 2024-2025.

E. Measure Z Advisory Committee
(MZAC):

Receive and file the draft minutes of the July 17, 2024, MZAC meeting.

V. PUBLIC PRESENTATIONS/REQUESTS:

A. Public Input: Any person may speak for 3 minutes about any subject within the authority of the City Council, provided that the subject is not already on tonight’s agenda. Per Government Code §54954.3(a), the City Council cannot take action or express a consensus of approval or disapproval on any public comments regarding matters which do not appear on the printed agenda.

B. Proclamation: Proclamation honoring Chief Rasmussen on his retirement from the City.

C. Oath of Office: Administer Oath of Office to incoming Police Chief Stoebe.

VI. PUBLIC HEARINGS:

A. Lot Line Adjustment Ordinance: Adopt the ordinance of the City Council amending the City of Lakeport Sections

16.04.020 of Chapter 16.04 and Sections 16.23.030, 16.23.040 & 16.23.060 of Chapter

16.23 of Title 16 of the Lakeport Municipal Code creating a ministerial approval process for lot line adjustments.

B. Delinquent Utilities Adopt the resolution to confirm and approve the utility billing delinquency list and the associated resolution and direct staff to submit the list to the County AuditorController for inclusion on the property tax roll.

City Council Agenda of August 6, 2024 Page 3
VII. COUNCIL BUSINESS:

A. Public Works Director

1. Contract Award: Approve the plans, specifications, and working details, and award a construction contract to Granite Construction Company for the South Main Street Pavement Maintenance Project and authorize the City Manager to execute the construction contract for the bid amount of $1,105,885.25.

B. City Manager

1. Voting Delegates: Nominate voting delegates for the League of California Cities Annual Conference to be held October 16-18, 2024.

VIII. CITY COUNCIL COMMUNICATIONS:

A. Travel, Calendar, and
Miscellaneous Reports, if any:

IX. CLOSED SESSION: 1. Conference with Legal Counsel; Existing Litigation (Gov. Code § 54956.9(d)(1))
The City Council finds, based on advice from legal counsel, that discussion in open session will prejudice the position of the local agency in the litigation.

City of Lakeport et al. v. Amerisourcebergen Drug Corporation et al. (NDO MDL 1:20-op-45242-DAP)

2. Conference with Labor Negotiator
(Gov. Code § 54957.6)
Name of Agency Negotiators: Administrative Services Director Buendia and Margaret Long
Employee Organization: Lakeport Employees Association

3. Conference with Labor Negotiator
(Gov. Code § 54957.6)
Name of Agency Negotiators: Administrative Services Director Buendia and Margaret Long
Employee Organization: Unrepresented Management
ADJOURNMENT:

Materials related to an item on this Agenda submitted to the Council after distribution of the agenda packet are available for public inspection in the City Clerk’s Office at 225 Park Street, Lakeport, California, during normal business hours. Such documents are also available on the City of Lakeport’s website, www.cityoflakeport.com, subject to staff’s ability to post the documents before the meeting.

The City of Lakeport, in complying with the Americans with Disabilities Act (ADA), requests individuals who require special accommodations to access, attend and/or participate in the City meeting due to disability, to please contact the City Clerk’s Office, (707) 263-5615, 72 hours prior to the scheduled meeting to ensure reasonable accommodations are provided.
_______________________________________
Hilary Britton, Deputy City Clerk
City Council Minutes of July 16, 2024 Page 2

MINUTES

REGULAR MEETING OF THE LAKEPORT CITY COUNCIL
(ALSO MEETS AS THE CITY OF LAKEPORT MUNICIPAL SEWER DISTRICT, THE

LAKEPORT INDUSTRIAL DEVELOPMENT AUTHORITY, THE MUNICIPAL FINANCING AGENCY OF LAKEPORT and THE SUCCESSOR AGENCY TO THE FORMER LAKEPORT REDEVELOPMENT AGENCY)*
Tuesday, July 16, 2024, 6:00 p.m.

City Council Chambers, 225 Park Street, Lakeport, California 95453 *All references to “City Council” include those other agencies which are listed above The City Council may discuss and/or take action on any or all of the items listed on the agenda irrespective of how the agenda items are described. The council may establish and make appointments to a Council committee (made up of two Councilmembers) with respect to any item appearing on this agenda.

I. CALL TO ORDER & ROLL CALL: Mayor Froio called the meeting to order at 6:00 p.m., with Mayor Froio, Council Members Costa, Disney, Mattina, and Parlet present.

MOMENT OF SILENCE
Mayor Froio led a moment of silence for two City of Vacaville employees that lost their lives in the last week.

II. PLEDGE OF ALLEGIANCE: The Pledge of Allegiance was led by Ken Shaw.

III. ACCEPTANCE OF AGENDA/ URGENCY
ITEMS:

A motion was made by Council Member Mattina, seconded by Council Member Costa, and unanimously carried by voice vote 5-0-0-0 to accept agenda as posted.

V. CONSENT AGENDA: The following Consent Agenda items are expected to be routine and noncontroversial. They will be acted upon by the Council at one time without any discussion. Any Council Member may request that any item be removed from the Consent Agenda for discussion under the regular Agenda. Removed items will be considered following the Consent Calendar portion of this agenda.

A. Ordinances: Waive reading except by title, of any ordinances under consideration at this meeting for either introduction or passage per Government Code Section 36934.

B. Minutes: Approve minutes of the City Council regular meeting of July 2, 2024.

C. Application 2024-028: Approve application 2024-028, with staff recommendations, for the Lake County Wine Association’s Wine Festival and BBQ.

Vote on Consent Agenda: A motion was made by Council Member Costa, seconded by Council Member Disney, and unanimously carried by voice vote 5-0-0-0 to approve the Consent Agenda, items A-C.

V. PUBLIC PRESENTATIONS/REQUESTS:

A. Public Input: There was no input offered from the public.

B. Presentation: A presentation was given by Ken Shaw, Representative of Vet Connect, a group formed to assist Veterans in locating various available services.

C. Presentation: Brian Fisher gave a presentation of the Visit Lake County CA Annual Report.

VI. PUBLIC HEARINGS:

VII. COUNCIL BUSINESS:

A. Administrative Services Director
City Council Minutes of July 16, 2024 Page 3

1. Contract Award: The staff report was presented by Administrative Services Director Buendia.

A motion was made by Council Member Disney, seconded by Council Member Mattina, and unanimously carried by voice vote 5-0-0-0 to authorize the City Manager to enter into an agreement with Tripepi Smith for the provision of communications and social media services as outlined in their revised proposal dated 6/21/2024, with a total budget not to exceed $35,000.

B. Community Development Director

1. Ordinance Introduction: The staff report was presented by Community Development Director Hejnowicz and Associate Planner Fernandez.

A motion was made by Council Member Costa, seconded by Council Member Parlet, and unanimously carried by voice vote 5-0-0-0 to introduce an ordinance of the City Council amending the City of Lakeport Sections 16.04.020 of Chapter 16.04 and Sections 16.23.030, 16.23.040 & 16.23.060 of Chapter 16.23 of Title 16 of the Lakeport Municipal Code creating a ministerial approval process for lot line adjustments and set a public hearing for August 6, 2024.

C. Utilities Director

1. Drought Response: The staff report was presented by Utilities Director Harris.

A motion was made by Council Member Mattina, seconded by Council Member Parlet, and unanimously carried by voice vote 5-0-0-0 to adopt a Drought Response Plan.

VIII. CITY COUNCIL COMMUNICATIONS:

A. Travel, Calendar, and
Miscellaneous Reports, if any:

City Attorney Ruderman had no report.

City Manager Ingram gave an update on the weed abatement program. He also gave an update on the sprinkler issues at Xabatin Park.

He also advised that he will be out of the office this week and next, Chief Rasmussen will be Acting City Manager this week, and Assistant City Manager Walker will be Acting City Manager next week.

Chief Rasmussen thanked the City Manager and Mayor for cooking for the law enforcement officers working the July Fourth event. He also advised that the crowd at Xabatin were well behaved, and he credited that to the alcohol ban in the park.

Public Works Director Ladd
Community Development Director Hejnowicz had no report.

Administrative Services Director Buendia had no report but bragged about her new grandbaby.

Assistant City Manager Walker had no report.

Utilities Director Harris had no report.

Council Member Parlet no report.

Council Member Costa advised that she will be sitting in for Council Member Disney at the Clean Water Committee.

Council Member Disney advised that the LFPD is moving forward with environmental testing of both Larracou property and the Fire Station property.

City Council Minutes of July 16, 2024 Page 4
Council Member Mattina reported that LAFCo is meeting Wednesday.

Mayor Froio expressed his concern about minors stealing alcohol from Safeway.

IX. CLOSED SESSION: Mayor Froio adjourned the meeting to closed session at 7:41 p.m., to discuss:

1. Conference with Legal Counsel; Existing Litigation (Gov. Code § 54956.9(d)(1))
The City Council finds, based on advice from legal counsel, that discussion in open session will prejudice the position of the local agency in the litigation.

City of Lakeport et al. v. Amerisourcebergen Drug Corporation et al. (NDO MDL 1:20-op-45242-DAP)

2. Conference with Labor Negotiator
(Gov. Code § 54957.6)
Name of Agency Negotiators: Administrative Services Director Buendia and Margaret Long
Employee Organization: Lakeport Employees Association
Report Out of Closed Session: Mayor Froio adjourned the meeting out of closed session at 8:41 p.m., with no reportable action.

ADJOURNMENT: Mayor Froio adjourned the meeting at 8:41 p.m. _______________________________________
Michael Froio, Mayor
Attest:
__________________________________
Kelly Buendia, City Clerk

RE: Application 2024-027 - Sponsoring Survivorship Walk/Run Lori Price <[email protected]>
Mon 7/15/2024 9:26 AM
To:Hilary Britton <[email protected]>
Good morning,
Thank you for the opportunity to review this application. Upon review, it appears that this event will require a property usage permit with the County of Lake. My records show that they did not obtain on last year but have done so in years past. Please consider adding this as a condition for your permit.

Sincerely,
Lori Price
Staff Services Analyst
Lake County Department of Public Works
255 N. Forbes Street, Rm 309
Lakeport, CA 95453
(707) 263-2341
[email protected]
From: Hilary Britton <[email protected]>
Sent: Monday, July 15, 2024 8:59 AM
To: Dean Eichelmann <[email protected]>; Johnnie Lindsey <[email protected]>; Lisa DaveyBates <[email protected]>; Lori Price <[email protected]>; Pheakdey Preciado <[email protected]>; Ron Ladd <[email protected]>; Lake County Sheriff - Records <[email protected]>; Dale Stoebe <[email protected]>; Victor Fernandez <[email protected]>; Bethany Moss <[email protected]>; Katie Carpenter <[email protected]>; Kelly Buendia <[email protected]>; [email protected]; Patrick Reitz <[email protected]>; Jim Kennedy <[email protected]>; Linda Sobieraj <[email protected]>; Matt Hartzog <[email protected]>; Michelle Humphrey <[email protected]>; Ryan Cooley <[email protected]>; Ky Ramsey <[email protected]> Subject: [EXTERNAL] Application 2024-027 - Sponsoring Survivorship Walk/Run Hi all,
Please find attached application 2024-027 for the annual Sponsoring Survivorship Walk/Run for your review and comments.

We would like to submit this for City Council approval at the 08/06/2024 Council meeting, so please have your comments back to me by 08/01/2024.

Thank you for your input!
Hilary Britton
Deputy City Clerk/Records Supervisor
City of Lakeport
225 Park Street
FW: Application 2024-027 - Sponsoring Survivorship Walk/Run Lake County Sheriff - Records <[email protected]> Fri 7/19/2024 4:46 PM
To:Hilary Britton <[email protected]>
From: Richard Ward <[email protected]>
Sent: Friday, July 19, 2024 3:47 PM
To: Lake County Sheriff - Records <[email protected]> Subject: RE: Application 2024-027 - Sponsoring Survivorship Walk/Run No concerns from the Sherriff’s Office.

Lieutenant Rich Ward
Lake County Sheriff’s Office
1220 Martin St.

P.O. Box 489
Lakeport, Ca. 95453
(707) 262-4081 Desk
(707) 262-4220 Fax
(707) 262-4200 Administration
[email protected]
www.lakesheriff.com
CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication.

From: Lake County Sheriff - Records <[email protected]> Sent: Friday, July 19, 2024 3:26 PM
To: Richard Ward <[email protected]>
Subject: FW: Application 2024-027 - Sponsoring Survivorship Walk/Run Sierra Baker
Records Technician
www.lakesheriff.com P: 707-262-4200
1220 Martin St F:707-262-4204
Lakeport, CA 95453 Dispatch: 707-263-2690
From: Hilary Britton <[email protected]>
Sent: Monday, July 15, 2024 8:59 AM
To: Dean Eichelmann <[email protected]>; Johnnie Lindsey <[email protected]>; Lisa DaveyBates <[email protected]>; Lori Price <[email protected]>; Pheakdey Preciado <[email protected]>; Ron Ladd <[email protected]>; Lake County Sheriff - Records <[email protected]>; Dale Stoebe <[email protected]>; Victor Fernandez <[email protected]>; Bethany Moss <[email protected]>; Katie Carpenter <[email protected]>; Kelly Buendia <[email protected]>; [email protected]; Patrick Reitz <[email protected]>; Jim Kennedy <[email protected]>; Linda Sobieraj <[email protected]>; Matt Hartzog <[email protected]>; Michelle Humphrey <[email protected]>; Ryan Cooley <[email protected]>; Ky Ramsey <[email protected]> Subject: [EXTERNAL] Application 2024-027 - Sponsoring Survivorship Walk/Run Hi all,
Please find attached application 2024-027 for the annual Sponsoring Survivorship Walk/Run for your review and comments.

We would like to submit this for City Council approval at the 08/06/2024 Council meeting, so please have your comments back to me by 08/01/2024.

Thank you for your input!
Hilary Britton
Deputy City Clerk/Records Supervisor
City of Lakeport
225 Park Street
Lakeport, CA  95453
(707) 263-5615 x102
[email protected]
E-mail correspondence and attachments with the City of Lakeport may be subject to the California Public Records Act, and as such may therefore be subject to public disclosure unless otherwise exempt under the Act. *For Public Records Act requests, please visit our online public records request system RE: Application 2024-027 - Sponsoring Survivorship Walk/Run Dale Stoebe <[email protected]>
Fri 7/26/2024 12:20 PM
To:Hilary Britton <[email protected]>
Police Department has no issues with this event assuming no significant changes from previous events relative to signage, directions and instructions to participants. If the Event Coordinator has digital messaging, we would like to push it out to advise Community drivers of the Event.

Dale D Stoebe
Captain
Lakeport Police Department
CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s).

Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication.

From: Hilary Britton <[email protected]>
Sent: Monday, July 15, 2024 8:59 AM
To: Amanda Frazell <[email protected]>; Johnnie Lindsey <[email protected]>; Lisa DaveyBates <[email protected]>; Lori Price <[email protected]>; Pheakdey Preciado <[email protected]>; Ron Ladd <[email protected]>; Sheriff's Dept <[email protected]>; Dale Stoebe <[email protected]>; Victor Fernandez <[email protected]>; Bethany Moss <[email protected]>; Katie Carpenter <[email protected]>; Kelly Buendia <[email protected]>; [email protected]; Patrick Reitz <[email protected]>; Jim Kennedy <[email protected]>; Linda Sobieraj <[email protected]>; Matt Hartzog <[email protected]>; Michelle Humphrey <[email protected]>; Ryan Cooley <[email protected]>; Ky Ramsey <[email protected]> Subject: Application 2024-027 - Sponsoring Survivorship Walk/Run Hi all,
Please find attached application 2024-027 for the annual Sponsoring Survivorship Walk/Run for your review and comments.

We would like to submit this for City Council approval at the 08/06/2024 Council meeting, so please have your comments back to me by 08/01/2024.

Thank you for your input!
Hilary Britton
Deputy City Clerk/Records Supervisor
City of Lakeport
Brad Rasmussen
Chief of Police
368558.2

MEMORANDUM
Lakeport Police Department
2025 South Main Street
Lakeport, CA 95453
(707) 263-5491
To: Chief of Police Brad Rasmussen
From: Captain Dale Stoebe
Date: June 30, 2024
Subject: 2023-2024 Military Equipment Report – AB481
In compliance with Government Code Section 7072(a), I offer the following as the 2023- 2024 Lakeport Police department Military Equipment Report:
1) The LPD Military Equipment was used during 2023-2024 for the general purpose of public safety and the prevention of great bodily injury and/or death. During the 2023 calendar year and remainder of the 2023-2024 fiscal year, zero incidents of significance occurred. One piece of Military Equipment (DANIEL DEFENSE SOCOM-MK18SBR) was deployed 6 times with 0 projectiles delivered from or by it. Any other deployments of any other Military Equipment was either as a function of routine patrol or in a training environment, and are not subject to reporting herein.
2) During the 2023 calendar year and remainder of the 2023-2024 fiscal year, no complaints, nor concerns, were received concerning the use and/or possession of Military Equipment were received by this department; 3) An internal audit has revealed that no decrease in the inventory of Military Equipment has occurred, nor has there been any acquisition of any Military Equipment since the acquisition of the DANIEL DEFENSE SOCOMMK18SBR pursuant to Council authority granted August 15, 2023.

Additionally, no information has been received nor discovered about violations of the military equipment use policy, and no actions were taken in response;
4) The total annual cost for each type of military equipment for this report period was $2,085, including acquisition, personnel, training, transportation, maintenance, storage, upgrade, and other ongoing costs, funds needed for each type of military equipment for the fiscal year 2024-2025 will be provided for by the Lakeport Police Department’s Special Department Supplies fund, originally obtained from the City of Lakeport General Fund; 5) The details, including quantity, of the Military Equipment possessed by the Lakeport Police Department is contained within the Police Department Brad Rasmussen
Chief of Police
368558.2
Military Equipment Policy, Policy 709, which is conspicuously posted on the Lakeport Police Department website and has been since June 1, 2023; 6) In 2024-2025, the Lakeport Police Department does not intend on acquiring any additional Military Equipment, as defined in Government Code Section 7070 (c);
7) Upon the submission and public release of this annual military equipment report on August 6,, 2024, the Lakeport Police Department will hold one wellpublicized and conveniently located community engagement meeting, on August 9, 2024 at 1330 hours in these Council Chambers at this the Lakeport City Hall, located at 225 Park Street, Lakeport, Lake County, California, at which the general public may discuss and ask questions regarding this annual military equipment report and the law enforcement agency’s funding, acquisition, or use of military equipment.

Policy
709
Lakeport Police Department
Policy Manual
Copyright Lexipol, LLC 2023/05/25, All Rights Reserved.

Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 1 Military Equipment
709.1 PURPOSE AND SCOPE
This policy establishes guidelines for the acquisition, funding, use, and reporting of "military equipment," as the term is defined in Government Code section 7070. This policy is provided to comply with the obligations set forth in Assembly Bill No. 481. These obligations include but are not limited to seeking approval of the use of specific items deemed to be military equipment and requirements related to compliance, annual reporting, cataloging, and complaints regarding departmental possession and use of these items.
709.1.1 DEFINITIONS
Definitions related to this policy include (Government Code § 7070):

Governing body – The elected or appointed body that oversees the Department.

Military equipment – Includes but is not limited to the following:
• Unmanned, remotely piloted, powered aerial or ground vehicles. • Mine-resistant ambush-protected (MRAP) vehicles or armored personnel carriers. • High mobility multipurpose wheeled vehicles (HMMWV), two-and-one-half-ton trucks, five-ton trucks, or wheeled vehicles that have a breaching or entry apparatus attached. • Tracked armored vehicles that provide ballistic protection to their occupants. • Command and control vehicles that are either built or modified to facilitate the operational control and direction of public safety units. • Weaponized aircraft, vessels, or vehicles of any kind. • Battering rams, slugs, and breaching apparatuses that are explosive in nature. This does not include a handheld, one-person ram.
• Firearms and ammunition of_.50 caliber or greater, excluding standard-issue shotguns and standard-issue shotgun ammunition.
• Specialized firearms and ammunition of less than_.50 caliber, including firearms and accessories identified as assault weapons in Penal Code § 30510 and Penal Code § 30515, with the exception of standard-issue firearms.
• Any firearm or firearm accessory that is designed to launch explosive projectiles. • Noise-flash diversionary devices and explosive breaching tools. • Munitions containing tear gas or OC, excluding standard, service-issued handheld pepper spray.
• TASER® Shockwave, microwave weapons, water cannons, and long-range acoustic devices (LRADs).
• Kinetic energy weapons and munitions.

Lakeport Police Department
Policy Manual
Military Equipment
Copyright Lexipol, LLC 2023/05/25, All Rights Reserved.

Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 2 • Any other equipment as determined by a governing body or a state agency to require additional oversight.

Military Equipment Use Policy - California Government Code §7070(d) describes a Military Equipment Use Policy as a publicly released, written document that includes, at a minimum, all of the following:

A description of each type of Military Equipment, the quantity sought, its capabilities, expected lifespan, and product descriptions from the manufacturer of the Military Equipment.

The purposes and authorized uses for which the law enforcement agency or the state agency proposes to use each type of Military Equipment.

The fiscal impact of each type of Military Equipment, including the initial costs of obtaining the equipment and estimated annual costs of maintaining the equipment.

The legal and procedural rules that govern each authorized use.

The training, including any course required by the Commission on Peace Officer Standards and Training, that must be completed before any officer, agent, or employee of the law enforcement agency or the state agency is allowed to use each specific type of Military Equipment to ensure the full protection of the public's welfare, safety, civil rights, and civil liberties and full adherence to the Military Equipment use policy.

The mechanisms to ensure compliance with the Military Equipment use policy, including which independent persons or entities have oversight authority, and, if applicable, what legally enforceable sanctions are put in place for violations of the policy.

For a law enforcement agency, the procedures by which members of the public may register complaints or concerns or submit questions about the use of each specific type of Military Equipment, and how the law enforcement agency will ensure that each complaint, concern, or question receives a response in a timely manner.

Specialized Response – A critical law enforcement event or response, the very nature of which is determined to require specifically trained and equipped personnel to resolve these hazardous, complex or unusual situations, such as high risk warrant service, hostage taking, barricaded suspects, snipers, active killers, terrorism or other high risk incidents. 709.2 POLICY
It is the policy of the Lakeport Police Department that members of this department comply with the provisions of Government Code § 7071 with respect to military equipment and, that there be legally enforceable safeguards, including transparency, oversight, and accountability measures in place to protect the public's welfare, safety, civil rights, and civil liberties before military equipment is funded, acquired, or used.
709.3 MILITARY EQUIPMENT COORDINATOR
The Chief of Police should designate a member of this department to act as the military equipment coordinator. The responsibilities of the military equipment coordinator include but are not limited to:

Lakeport Police Department
Policy Manual
Military Equipment
Copyright Lexipol, LLC 2023/05/25, All Rights Reserved.

Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 3 (a) Acting as liaison to the governing body for matters related to the requirements of this policy.
(b) Identifying department equipment that qualifies as military equipment in the current possession of the Department, or the equipment the Department intends to acquire that requires approval by the governing body.
(c) Conducting an inventory of all military equipment at least annually. (d) Collaborating with any allied agency that may use military equipment within the jurisdiction of Lakeport Police Department (Government Code § 7071). (e) Preparing for, scheduling, and coordinating the annual community engagement meeting to include:

1. Publicizing the details of the meeting.

2. Preparing for public questions regarding the department’s funding, acquisition, and use of equipment.
(f) Preparing the annual military equipment report for submission to the Chief of Police and ensuring that the report is made available on the department website (Government Code § 7072).
(g) Establishing the procedure for a person to register a complaint or concern, or how that person may submit a question about the use of a type of military equipment, and how the Department will respond in a timely manner.
709.4 MILITARY EQUIPMENT INVENTORY
The following constitutes a list of qualifying equipment for the Department (a) Chemical Agent and Smoke Canisters: 37MM Launchers are utilized by LPD personnel as a less-lethal tool that contains chemical agents that are released when deployed.

1. Description, quantity, capabilities, and purchase cost (a) DEFENSE TECHNOLOGY, 37MM SINGLE SHOT LAUNCHER, Barrel:
6061-T6 Aluminum, Type III Hard Coat Anodized Frame/Fire Control Group: Steel Foregrip & Trigger Grip: Super Tough (ST) Glass Filled Nylon Resin cost: $1000, quantity: 1. The 37MM Single Launcher is a tactical single-shot launcher that features a fixed stock with iron sights. (b) DEFENSIVE TECHNOLOGY, 37MM OC ROUND, cost varies by payload type and quantity and approximated at $45 per round, quantity 4. The 37mm OC Round incorporates an aluminum shell and utilizes black powder as the propellant. It is designed to deliver one dual-ported chemical canister from a 37mm launcher 75 yards to the intended target zone. It is most widely used as a crowd management solution. It is used by Law Enforcement and Corrections for the rapid deployment of chemical agent from maximum stand-off distances. It is designed for outdoor use and have fire-producing capability.

Lakeport Police Department
Policy Manual
Military Equipment
Copyright Lexipol, LLC 2023/05/25, All Rights Reserved.

Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 4

2. Purpose ; Limit the escalation of conflict where employment of lethal force is prohibited

3. Authorized Use: This device is currently not authorized for useuntil personnel receive the proper training for deployment and use of the equipment. At that time, Situations for the use of this less-lethal weapon system may typically include:
(a) Violent and/or riotous crowds that present a significant potential risk of physical safety
(b) Facilitate safe extraction of a suspect from a fixed location (c) Detention of a suspect who poses a substantial risk of violence to an officer(s)

4. Lifespan:
(a) Defensive Technology, 37mm Single-Shot Launcher - Approximately 20 years
(b) Defensive Technology, 37mm OC Round - Determined by specific Manufacturer for specific rounds

5. Fiscal Impact: Annual maintenance is approximately $0 for each launcher.

6. Training: Some officers are trained in the 12 gauge less-lethal shotgun as a less-lethal option by in-service training.

7. Legal and Procedural Rules: Use is established under Lexipol policy. It is the policy of the LPD to utilize this equipment only for official law enforcement purposes and pursuant to State and Federal law regarding the use of force.

Deployment and use of this equipment is further detailed and authorized pursuant to Lakeport Police Department Policy Section 308.6. (b) Less Lethal Shotgun: Less Lethal Shotgun is used to deploy the less-lethal 12- gauge Super-Sock Beanbag Round.

1. Description, quantity, capabilities, and purchase cost (a) REMINGTON 870 LESS LETHAL SHOTGUN, quantity: 7. The Remington 870 Less Lethal Shotgun is used to deploy the less-lethal 12- gauge Super-Sock Beanbag Round up to a distance of 75 feet. The range of the weapon system helps to maintain space between officers and a suspect reducing the immediacy of the threat, which is a principle of Deescalation. (b) 12-GAUGE DRAG STABILIZED BEAN BAG ROUND, cost $7 each round, quantity 200. The Drag Stabilized™ 12-Gauge Round is a translucent 12-Gauge shell loaded with a 40-Gram tear shaped bag made from a cotton and ballistic material blend and filled with #9 shot. This design utilizes four stabilizing tails and utilizes smokeless powder as the propellant. The 12-Gauge Drag Stabilized Round has secured its place as the Law Enforcement Communities' number one choice for specialty Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 5 impact munitions. This round has a velocity of 270 fps with a maximum effective range of 75 feet.
(c) 12-GAUGE BREACHING ROUND, cost $12 each round, quantity 15.

The 12-Gauge TKO Breaching Round is a 12-Gauge shell loaded with a compressed zinc slug, utilizing smokeless powder as a propellant. The is a widely used method to breach door locks or hinges for entry during tactical operations. When properly deployed, the TKO is capable of defeating door lock mechanisms, door knobs, hinges, dead bolts, safety chains, and pad locks on both wooden or hollow core doors. Upon impact with the target, the zinc slug disintegrates in to a fine powder eliminating fragmentation. (d) 12-GAUGE FIN STABILIZED ROUND, cost $9 each round, quantity

6. The 12-Gauge Fin Stabilized Round has evolved from the Defense Technology® design of the 23FS. It is a translucent 12-Gauge shell loaded with a 5.8-Gram finned rubber sabot and utilizes smokeless powder as the propellant. The Fin Stabilized Round is generally considered a low to medium pain compliance round for close range deployment. As a pain compliance round for crowd routing, it is most suitable for moderate ranges with a maximum effective range of approximately 35 ft. and has a velocity of 500 fps.

2. Purpose: To limit the escalation of conflict where employment of lethal force is prohibited or undesirable.

3. Authorized Use: Situations for the use of this less-lethal weapon system may typically include:
(a) Self-destructive, dangerous and/or combative individuals (b) Circumstances where a tactical advantage can be obtained (c) Potentially vicious animals
(d) Training exercises or approved demonstrations

4. Lifespan
(a) Remington 870 Less Lethal Shotgun - Approximately 20 years (b) Super Sock Round - No listed expiration date

5. Fiscal Impact: Annual maintenance is approximately $50 for each less lethal shotgun.

6. Training: Some officers are trained in the 12 gauge less-lethal shotgun as a less-lethal option by in-service training.

7. Legal and Procedural Rules: Use is established under Lexipol policy. It is the policy of the LPD to utilize this equipment only for official law enforcement purposes and pursuant to State and Federal law regarding the use of force.

Deployment and use of this equipment is further detailed and authorized pursuant to Lakeport Police Department Policy Section 308.9.. (c) Less Lethal PepperBall Gun
Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 6

1. Description, quantity, capabilities, and purchase cost (a) PEPPERBALL SA200 LESS LETHAL GUN, quantity: 2. The PepperBall SA200 is the Tippmann Pro/Carbine launcher. It was sold by PepperBall from 1999 to 2006. The launcher features a horizontal forearm grip and breech opening similar to a shotgun. This is one of the most reliable air-powered launchers ever designed and with proper maintenance, should last law enforcement and military customers for decades to come.

Tippmann stopped production of this launcher in 2006.
(b) OC PEPPER BALLS, cost aries on quantity purchased and approximated at $3 per round, quantity: 200. PepperBall rounds contain 2.0% PAVA.

It is effective for direct impact and area saturation when there is no line of sight. PAVA is based on one of the hottest of the six capsaicinoids found in pepper plants. PepperBall products contain only safe, pure, nonoil based PAVA and are non-flammable. Ingredient consistency ensures each projectile operates with quality and effectiveness.

2. Purpose : To limit the escalation of conflict where employment of lethal force is prohibited or undesirable.

3. Authorized Use: Situations for the use of PepperBall weapon systems may typically include:
(a) Self-destructive, dangerous and/or combative individuals (b) Circumstances where a tactical advantage can be obtained (c) Potentially vicious animals
(d) Training exercises or approved demonstrations

4. Lifespan:
(a) PepperBall SA200 - Approximately 20 years
(b) OC pepper balls - No listed expiration date

5. Fiscal Impact: Annual maintenance is approximately $100 for each PepperBall SA200.

6. Training: Some officers are trained in the PepperBall SA200 as a less-lethal option by in-service training.

7. Legal and Procedural Rules: Use is established under Lexipol policy. It is the policy of the LPD to utilize this equipment only for official law enforcement purposes and pursuant to State and Federal law regarding the use of force.

Deployment and use of this equipment is further detailed and authorized pursuant to Lakeport Police Department Policy Section 308.7.3. (d) Rifles: Guns that are fired from shoulder level, having a long spirally grooved barrel intended to make bullets spin and thereby have greater accuracy over a long distance.

1. Description, quantity, capabilities, and purchase cost Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 7 (a) COLT M4LE.223 CAL. 15'' BARREL, cost $1,000, quantity 4.

The magazine holds 30 rounds of.223 ammunition and the rifle has a collapsible stock. This rifle is primarily used in an overwatch capacity to protect the community during large events.
(b) COLT M4 (AUTO).223 CAL. 15'' BARREL, cost $1,000, quantity 6.

The magazine holds 30 rounds of.223 ammunition and the rifle has a collapsible stock. This rifle is primarily used in an overwatch capacity to protect the community during large events.
(c) COLT AR15A2.223 CAL. 16.5'' BARREL, cost $1,000, quantity 3.

The magazine holds 30 rounds of.223 ammunition and the rifle has a collapsible stock. This rifle is primarily used in an overwatch capacity to protect the community during large events.
(d) COLT AR15A2.223 CAL. 20'' BARREL, cost $1,000, quantity 1. The magazine holds 30 rounds of.223 ammunition and the rifle has a noncollapsible stock. This rifle is primarily used in an overwatch capacity to protect the community during large events.
(e) DANIEL DEFENSE SOCOM-MK18SBR CAL. NATO 5.56mmx45mm

10.3" BARREL, cost $2,200.00, quantity 1. The magazine holds 30 rounds of NATO 5.56mm x 45mm ammunition and the rifle has a collapsible stock and flash hider. This rifle is primarily used in Tactical Team Operations to provide emergency law enforcement services in the imminent protection of life.

2. Purpose: To be used as a precision weapon to address a threat with more precision and/or greater distances than a handgun, if present and feasible.

3. Authorized Use: Situations for the use of Patrol/Tactical Rifle weapon systems may typically include:
(a) Situations where members reasonably anticipate an armed encounter (b) Situations that may require accurate and effective fire at long range (c) Requirement to meet or exceed a suspect's firepower (d) When it is anticipated or known that a suspect is outfitted with body armor (e) When needed to euthanize an animal with distance and accuracy to enhance public safety

4. Lifespan
(a) COLT M4LE.223 CAL. rifle - 15 years
(b) COLT M4 (AUTO).223 CAL. rifle - 15 years
(c) COLT AR15A2.223 CAL. rifle - 15 years
(d) REMINGTON 788 BOLT ACTION RIFLE - 15 years
(e) REMINGTON 700 SNIPER RIFLE - 15 years.
(f) DANIEL DEFENSE SOCOM-MK18SBR Tactical Rifle - 15 years Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 8

5. Fiscal Impact: Annual maintenance is approximately $50 for each rifle.

6. Training: Prior to using a rifle, officers must be certified by POST instructors in the operation of the rifle. Additionally, all members that operate any rifle are required to pass a range qualification two times a year.

7. Legal and Procedural Rules: Use is established under Lexipol policy. It is the policy of the LPD to utilize this equipment only for official law enforcement purposes and pursuant to State and Federal law regarding the use of force.

Deployment and use of this equipment is further detailed and authorized pursuant to Lakeport Police Department Policy Section 312.3.3. 709.4.1 INVENTORYING PROCEDURES
All military use equipment kept and maintained by the LPD shall be inventoried utilizing a method which documents each of the following details for every equipment type:
(a) The manufacturer's description of the equipment.
(b) The capabilities of the equipment.
(c) The purposes and authorized uses for which the Department intends to use the equipment.
(d) The expected lifespan of the equipment.
(e) The fiscal impact of the equipment, both initially and on-going maintenance. (f) The quantity.
709.4.2 MILITARY EQUIPMENT SUPPLY MAINTENANCE
When supplies of consumable military use equipment, such as munitions, which have already been approved for use, have reached significantly low levels or have been exhausted, the Department is authorized to acquire a sufficient supply of the same brand and model of that depleted equipment to last the remainder of the calendar year without city council approval in order to continue providing essential public safety services to the public. 709.5 APPROVAL
The Chief of Police or the authorized designee shall obtain approval from the governing body by way of an ordinance adopting the military equipment policy. As part of the approval process, the Chief of Police or the authorized designee shall ensure the proposed military equipment policy is submitted to the governing body and is available on the department website at least 30 days prior to any public hearing concerning the military equipment at issue (Government Code § 7071). The military equipment policy must be approved by the governing body prior to engaging in any of the following (Government Code § 7071):
(a) Requesting military equipment made available pursuant to 10 USC § 2576a. (b) Seeking funds for military equipment, including but not limited to applying for a grant, soliciting or accepting private, local, state, or federal funds, in-kind donations, or other donations or transfers.

Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 9 (c) Acquiring military equipment either permanently or temporarily, including by borrowing or leasing.
(d) Collaborating with another law enforcement agency in the deployment or other use of military equipment within the jurisdiction of this department. (e) Using any new or existing military equipment for a purpose, in a manner, or by a person not previously approved by the governing body.
(f) Soliciting or responding to a proposal for, or entering into an agreement with, any other person or entity to seek funds for, apply to receive, acquire, use, or collaborate in the use of military equipment.
(g) Acquiring military equipment through any means not provided above.

Military equipment shall only be used by an LPD employee only after applicable training, including any course required by the Commission on Peace Officer Standards and Training, has been completed, unless exigent life saving circumstances arise. 709.6 OUTSIDE AGENCY ASSISTANCE
Military equipment used by LPD within the jurisdiction of any other agency will only consist of military equipment approved in accordance with this policy. The LPD works closely with local, county, state, and federal partners. In situations calling for specialized response or exigent circumstances and with the approval of the Chief of Police or hs/her designee, military equipment may be deployed within this jurisdiction and obtained from outside entities to promote the safety and security of our community members. If the Police Department acquires, borrows, or uses military equipment from one or more of its outside partners in such circumstances, it will provide written notification of its acquisition and/or use to the City Council within 30 days following the commencement of circumstance, unless such information is confidential or privileged under local, state or federal law. The LPD will make reasonable effort to ensure that Military equipment used/deployed by any outside agency in instances of specialized response or exigent circumstances within the City of Lakeport complies with that using/deploying agency's respective military equipment use policies at the time of that response or circumstance. 709.7 ANNUAL REPORT
Pursuant to California Government Code §7070(d)(6), and in accordance with California Government Code §7072, the Lakeport Police Department will submit to the Lakeport City Council an Annual Military Equipment Report and will make that report publicly available on its internet website. The Annual Military Equipment Report will include the following information for the immediately preceding calendar year for each type of military equipment:
(a) A summary of how the military equipment was used and the purpose of its use. (b) A summary of any complaints or concerns received concerning the military equipment. (c) The results of any internal audits, any information about violations of the military equipment use policy, and any actions taken in response.

Lakeport Police Department
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Published with permission by Lakeport Police Department ***DRAFT*** Military Equipment - 10 (d) The total annual cost for each type of military equipment, including acquisition, personnel, training, transportation, maintenance, storage, upgrade, and other ongoing costs, and from what source funds will be provided for the military equipment in the calendar year following submission of the annual military equipment report. (e) The quantity possessed for each type of military equipment. (f) If the law enforcement agency intends to acquire additional military equipment in the next year, the quantity sought for each type of military equipment.

The Lakeport City Council will use the Annual Military Equipment Report as a mechanism to:
approve use of the detailed military equipment by the Lakeport Police Department,ensure the Lakeport Police Department's compliance with this Military Equipment Use Policy, and to help it determine whether to approve, revise, or revoke components of the Military Equipment Use Policy for the subsequent annual report.Chief of Police
The Chief of Police or the authorized designee should also make each annual military equipment report publicly available on the department website for as long as the military equipment is available for use. The report shall include all information required by Government Code § 7072 for the preceding calendar year for each type of military equipment in department inventory. 709.8 COMMUNITY ENGAGEMENT
Within 30 days of submitting and publicly releasing the annual report, the Department shall hold at least one well-publicized and conveniently located community engagement meeting, at which the Department should discuss the report and respond to public questions regarding the funding, acquisition, or use of military equipment.

Pursuant to California Government Code §7070(d)(7), members of the public may register complaints or concerns or submit questions about the use of each specific type of Military Equipment in this policy by any of the following means:
(a) Via email to: [email protected]
(b) Via phone call to: (707) 263-5491 ext. 4
(c) Via mail sent to: Lakeport Police Department, Attn: Military Equipment Use Coordinator, 2025 S. Main St., Lakeport, CA 95453
The Lakeport Police Department is committed to responding to complaints, concerns and/or questions received through any of the above methods in a timely manner.

CITIZEN MEMBERS: Meg Harper, Zach Jordan, Susan King, Dennis Rollins, and Laura Sombs.

STAFF MEMBERS: Kevin Ingram; City Manager; Nick Walker, Assistant City Manager; Kelly Buendia, Admin Services Director/City Clerk

MINUTES

MEASURE Z ADVISORY COMMITTEE

REGULAR MEETING
City Council Chamber, City Hall, 225 Park Street, Lakeport, CA July 17, 2024

1. CALL TO ORDER Chair Jordan opened the meeting at 5:30 p.m. with Committee Members Jordan, Harper, King, Rollins and Sombs present.

The following staff were present: City Manager Kevin Ingram, Police Chief Brad Rasmussen, Police Captain Dale Stoebe and
Administrative Services Director Kelly Buendia.

2. APPROVAL OF MINUTES Committee member Sombs made a motion; seconded by Committee member King and carried unanimously 5-0-0 to approve Minutes of April 17, 2024, meeting. (Committee member Rollins absent.)

3. PUBLIC INPUT No input was offered by the public.

4. DISCUSSION/ACTION ITEMS
A. Budget and Project Update City Manager Ingram stated that the City Council had approved a balanced budget. He reminded the Committee that Measure Z revenues will primarily cover salaries and operations for 2024/25.

City Manager Ingram provided details on grant funded or utility funded projects approved in the upcoming 2024/25 budget, along with any Measure Z projects that have been rolled forward from the prior year. He also stated that the new courthouse is set to break ground very soon, although not a city funded project.

5. ADJOURN Chair Jordan adjourned the meeting at 6:03 p.m. with the next meeting scheduled for Wednesday, October 16, 2024, at 5:30 p.m. _________________________
Kelly Buendia, City Clerk
CITIZEN MEMBERS: Meg Harper, Zach Jordan, Susan King, Dennis Rollins, and Laura Sombs.

STAFF MEMBERS: Kevin Ingram; City Manager; Nick Walker, Assistant City Manager; Kelly Buendia, Admin Services Director/City Clerk Proclamation OF THE CITY COUNCIL OF THE CITY OF LAKEPORT RECOGNIZING BRAD RASMUSSEN FOR HIS 35 YEARS OF SERVICE TO THE CITY AND

COMMUNITY OF LAKEPORT UPON HIS RETIREMENT
WHEREAS, Chief Brad Rasmussen has served with dedication and distinction for thirty-five years within the City of Lakeport Police Department, including fourteen years as Chief of Police, leaving an indelible mark on our community; and
WHEREAS, Chief Rasmussen began his exemplary service in 1989 as a Reserve Officer, and through diligence and leadership, ascended through the ranks, serving as a Patrol Officer, Sergeant, and Lieutenant before assuming the role of Chief of Police in 2010; and
WHEREAS, throughout his tenure, Chief Rasmussen's commitment to public safety and community well-being has been unwavering, highlighted by his instrumental role in various capacities, including his service with the Narcotics Task Force and as a Detective, where his dedication to solving major crimes was exceptional; and
WHEREAS, Chief Rasmussen's leadership extended beyond law enforcement, encompassing significant community contributions, such as his pivotal role in addressing homelessness and mental health issues, and his advocacy for community-oriented policing, which have profoundly enriched the quality of life in Lakeport; and
WHEREAS, Chief Rasmussen's vision and strategic initiatives have included development of new police facilities, fostering partnerships with community organizations, establishing crucial neighborhood watch programs, and championing initiatives like the National Night Out and the embedding of crisis workers within the department; and
WHEREAS, Chief Rasmussen's service extended beyond Lakeport, contributing his expertise to numerous professional associations and community organizations, including leadership roles in local service clubs and law enforcement associations, exemplifying his dedication to public service; and WHEREAS, Chief Rasmussen's leadership, integrity, and tireless advocacy for justice and safety have earned him the respect and gratitude of his colleagues, peers, and the residents of Lakeport; NOW, THEREFORE, BE IT PROCLAIMED, that the City Council of the City of Lakeport does hereby thankfully and gratefully extend our most sincere best wishes to

BRAD RASMUSSEN
On the occasion of his retirement and recognize him for years of service and leadership to the City of Lakeport. _________________________________
Michael Froio, Mayor
_________________________________
Kim Costa, Mayor Pro Tem
_________________________________
Stacey Mattina, Council Member
_________________________________
Kenneth Parlet, II, Council Member
_________________________________
Brandon Disney, Council Member

OATH OF OFFICE

STATE OF CALIFORNIA )
COUNTY OF LAKE ) ss.

CITY OF LAKEPORT )
Dale Stoebe
Police Chief
I, Dale Stoebe, do solemnly swear that I will support and defend the Constitution of the United States and the Constitution of the State of California against all enemies, foreign and domestic; that I will bear true faith and allegiance to the Constitution of the United States and the Constitution of the State of California; that I take this obligation freely, without any mental reservation or purpose of evasion; and that I will well and faithfully discharge the duties upon which I am about to enter.

Dale Stoebe, Police Chief
Subscribed and sworn to before me this
6 h day of August 2024.
________________________________ ________________________________ Brad Rasmussen, Chief of Police Kelly Buendia, City Clerk Meeting Date: 08/06/2024 Page 1 Agenda Item # VI.A.

CITY OF LAKEPORT
City Council 
City of Lakeport Municipal Sewer District 
Lakeport Industrial Development Authority 
Municipal Financing Agency of Lakeport 

STAFF REPORT
RE: 2024-03 / Draft Text Amendment amending Sections 16.04.020 of Chapter 16.04 (Definitions and Responsibilities) and Sections

16.23.030, 16.23.040 & 16.23.060 of Chapter 16.23 (Lot Line Adjustment) of Title 16 (Subdivisions) of the Lakeport
Municipal Code creating a ministerial approval process for lot line adjustments
MEETING DATE: 08/06/2024
SUBMITTED BY: Victor Fernandez, Associate Planner
PURPOSE OF REPORT:  Information only  Discussion  Action Item WHAT IS BEING ASKED OF THE CITY COUNCIL/BOARD:

The City Council is requested to consider amending certain sections of the Lakeport Municipal Code (Chapter 16.04 and 16.23) to provide a ministerial review process for lot line adjustments subject to the Community Development Director’s approval.

BACKGROUND/DISCUSSION:

On June 12, 2024, the Lakeport Planning Commission held a public hearing to consider amending Sections

16.04.020 of Chapter 16.04 (Definitions and Responsibilities) and Sections 16.23.030, 16.23.040 & 16.23.060 of Chapter 16.23 (Lot Line Adjustment) of Title 16 (Subdivisions) of the Lakeport Municipal Code relating to lot line adjustments. The Planning Commission voted unanimously in favor of the ordinance, which provides a ministerial approval process for lot line adjustments.

On July 16, 2024, the Lakeport City Council conducted the initial reading to introduce the ordinance and scheduled a public hearing for August 6, 2024, to proceed with the second reading.

A draft ordinance has been prepared and is attached to this staff report. In reference to Chapter 16.23 – Lot Line Adjustment of the Lakeport Municipal Code, Lot Line Adjustments require a discretionary review and approval by the Lakeport Planning Commission (Section 16.23.030 – Procedure by community development department).

The proposed amendments intend to create a more streamlined process by establishing a ministerial review process for lot line adjustments, which will be overseen by the Community Development Director. Lot line adjustments are reviewed by staff for conformance with the Subdivision Map Act, the Local General Plan, and the Zoning Ordinance. In accordance with Section 66412(d) of the Subdivision Map Act, a local agency's review and approval of lot line adjustments shall be confined to determining whether the resulting parcels conform to the applicable plans and requirements. The agency shall not impose any conditions or exactions beyond those specified in the relevant regulations. The following language is provided from the Subdivision Map Act:

Meeting Date: 08/06/2024 Page 2 Agenda Item # VI.A.

Section 66412(d) of Subdivision Map Act
“A lot line adjustment between four or fewer existing adjoining parcels, where the land taken from one parcel is added to an adjoining parcel, and where a greater number of parcels than originally existed is not thereby created, if the lot line adjustment is approved by the local agency, or advisory agency. A local agency or advisory agency shall limit its review and approval to a determination of whether or not the parcels resulting from the lot line adjustment will conform to the local general plan, any applicable specific plan, any applicable coastal plan, and zoning and building ordinances. An advisory agency or local agency shall not impose conditions or exactions on its approval of a lot line adjustment except to conform to the local general plan, any applicable specific plan, any applicable coastal plan, and zoning and building ordinances, to require the prepayment of real property taxes prior to the approval of the lot line adjustment, or to facilitate the relocation of existing utilities, infrastructure, or easements.” With the proposed amendments, City staff would conduct a ministerial review of lot line adjustments, which would then be approved or disapproved by the Community Development Director. This review would focus solely on ensuring compliance with the Lakeport General Plan, Subdivision Map Act, zoning & building ordinances, and other established requirements.

Changes to specific code sections would be as follows:
• Section 16.04.020(C)(3): This section currently assigns approval responsibility to the Planning Commission. The amendment would remove this language and authorize the Community Development Department to process lot line adjustment applications. • Section 16.23.030: This section outlines the current process for applications by the Community Development Department. The amendment streamlines the review process by the department and establishes a notification process for adjacent property owners. It also allows for a 10-day window to request Planning Commission review if desired.
• Section 16.23.040: This section outlines current requirements and conditions for lot line adjustments. The amendment maintains the need for conformance with zoning and building codes but clarifies that the Community Development Director, not the Planning Commission, may impose conditions related to conformance, property taxes, or utility relocation.
• Section 16.23.060: This section addresses appeals. The amendment would shift the appeal process to the Planning Commission for decisions made by the Community Development Director.

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA):

The proposed code amendments do not meet the definition of a project for purposes of the California Environmental Quality Act (CEQA). Pursuant to CEQA Guidelines Sections 15378 and 15061.b.3, the amendments are exempt from and not subject to CEQA.

Meeting Date: 08/06/2024 Page 3 Agenda Item # VI.A.

OPTIONS:

For the Ordinance recommendation amending Sections 16.04.020 of Chapter 16.04 (Definitions and Responsibilities) and Sections 16.23.030, 16.23.040 & 16.23.060 of Chapter 16.23 (Lot Line Adjustment) of Title 16 (Subdivisions) of the Lakeport Municipal Code creating a ministerial approval process for lot line adjustments:

1. Conduct a second reading and adopt the proposed amendments to the Lakeport Municipal Code.

2. Provide direction to amend the proposed ordinance, which may require returning for another reading before adoption.

3. Provide other direction.

FISCAL IMPACT:
 None  $ Budgeted Item?  Yes  No
Budget Adjustment Needed?  Yes  No If yes, amount of appropriation increase: $ Affected fund(s):  General Fund  Water OM Fund  Sewer OM Fund  Other:

COUNCIL PRIORITIES:
☐ Priority #1: Public Safety & Crisis Response
☐ Priority #2: Disaster Resiliency
☐ Priority #3: Good Governance & Fiscal Stability
☐ Priority #4: Capital Infrastructure Improvement
☐ Priority #5: Safe, Sustainable & Attractive Neighborhoods ☒ Priority #6: Economic Development
SUGGESTED MOTIONS:

Move to adopt the ordinance of the City Council amending the City of Lakeport Sections 16.04.020 of Chapter

16.04 and Sections 16.23.030, 16.23.040 & 16.23.060 of Chapter 16.23 of Title 16 of the Lakeport Municipal Code creating a ministerial approval process for lot line adjustments.  Attachments:

1. Draft Ordinance – Clean Version

2. Draft Ordinance – Redline Version

3. CEQA Determination
360617.2
ORDINANCE NO. XX (2024)

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LAKEPORT AMENDING SECTION 16.04.020 OF CHAPTER 16.04 AND SECTIONS

16.23.030, 16.23.040, AND 16.23.060 OF CHAPTER 16.23 OF TITLE 16 OF THE

LAKEPORT MUNICIPAL CODE REGARDING THE PROCEDURES FOR LOT

LINE ADJUSTMENTS AND FINDING AND DETERMINING THAT THIS

ORDINANCE IS NOT SUBJECT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT PURSUANT TO CEQA GUIDELINES SECTIONS 15061(b)(3) AND 15378

WHEREAS, the City of Lakeport staff recommended changes to Sections 16.04.020,

16.23.030, 16.23.040, and 16.23.060 of Title 16 (“Subdivisions”) of the City of Lakeport Municipal Code (“Municipal Code”) to provide a ministerial review process for lot line adjustments subject to the Community Development Director’s approval; and WHEREAS, on June 12, 2024 a noticed public hearing regarding the text amendments was held before the Planning Commission of the City of Lakeport, California; and WHEREAS, said Planning Commission has recommended that the City Council approve said amendments to the Municipal Code; and
WHEREAS, the City Council intends to adopt an ordinance amending the Municipal Code to provide for ministerial review of lot line adjustment applications subject to the Community Development Director’s approval.

NOW, THEREFORE, the City Council of the City of Lakeport does ordain as follows:

SECTION 1. Recitals. The above set forth recitals and findings are true and correct and incorporated by this reference, as if set forth herein in full.

SECTION 2. Code Amendment. Section 16.04.020 (Responsibilities) of Chapter 16.04 (Definitions and Responsibilities) and Sections 16.23.030 (Procedure by community development department), 16.23.040 (Requirements/conditions), and 16.23.060 (Appeals) of Chapter 16.23 (Lot Line Adjustment) of Title 16 (Subdivisions) of the Lakeport Municipal Code is hereby amended to read as follows:

16.04.020 Responsibilities.

A. City Attorney. The city attorney’s responsibilities shall include approving as to form all subdivision improvement agreements and security and all governing documents for a common interest development.

B. City Council. The city council shall have final jurisdiction in the approval, conditional approval, or denial of final maps. The city council shall also have final jurisdiction in the approval, conditional approval, or denial of reversions to acreage. 360617.2
The city council shall act as the appeal board for hearing appeals of the planning commission approval, conditional approval, or denial of tentative maps and vesting tentative maps. Acceptance of dedications of land easements or improvements in conjunction with the recordation of subdivision maps.

C. Planning Commission. The planning commission’s responsibilities shall include:

1. Approval, conditional approval, or denial of the application for tentative map approval of subdivisions of five or more parcels;

2. The approval, conditional approval, or denial of tentative maps for subdivisions of four or less parcels;

3. The approval of voluntary mergers;

4. Determinations of violations of the provisions of the Subdivision Map Act of this title.

D. City Engineering Department. The city engineering department responsibilities shall include:

1. Establishing design and construction details, standards, and specifications;

2. Determining if proposed subdivision improvements comply with the provisions of the Subdivision Map Act and this title;

3. The processing and certification of final maps, parcel maps, reversion to acreage maps, and amended maps, and the processing and approval of subdivision improvement plans;

4. Examining and certifying that final maps and parcel maps are in substantial compliance with the approved tentative map;

5. The approval as to form of subdivision improvement agreements;

6. The inspection, approval, and acceptance of subdivision improvements.

E. Community Development Department. The community development department’s responsibilities shall include:

1. The intake and processing of land use applications for tentative maps;

2. Determining compliance with the provisions of this title and California Subdivision Map Act;

3. Assisting the city engineer in the processing of and certification of final maps and in determining that final maps are in substantial compliance with the approved tentative maps;

4. Environmental review and the development of mitigation measures and conditions of approval for subdivisions.

5. Approval, conditional approval, or denial of the application for a lot line adjustment.

16.23.030 Procedure by community development department. 360617.2
Upon receipt of the lot line adjustment application with any required fee, the community development department shall determine completeness, notify the applicant of the determination, and prepare a report as to the application’s conformance with these provisions.

No less than ten calendar days prior to approving or conditionally approving a lot line adjustment application, the community development department shall notify owners of contiguous properties immediately adjacent to the subject property and/or additional properties as determined by the community development director in his or her discretion. Notice shall be given by mail or personal delivery.

The written notice shall declare that the requested lot line adjustment may be approved without review and decision by the planning commission if no written request for review is filed with the community development department within ten calendar days of the date of mailing. If no request for review and decision by the planning commission is filed with the community development department during that ten day period, the lot line adjustment may be approved or conditionally approved by the community development director without a public hearing.

If a request for review by the planning commission is filed with the community development department pursuant to this section, the community development director shall schedule a public hearing before the planning commission at its next regularly scheduled meeting. Notification of said public hearing shall adhere to the requirements of Chapter 17.30.

The community development director may, in his or her discretion, refer to the planning commission any lot line adjustment application which involves a significant policy issue or that cannot be decided upon at a staff level. The planning commission shall then assume authority for the review and decision of the lot line adjustment application.

16.23.040 Requirements/conditions.

The lot line adjustment shall conform to the city’s zoning and building code ordinances except where one or more adjacent recorded legal lots are of less area than required by the municipal code. Said adjustments may be considered for approval so long as any reduction in lot size or increase in lot size will not result in any additional parcels.

No tentative map, parcel map, or final map as designated by the California Subdivision Map Act shall be required. The community development director may impose conditions on the lot line adjustments relating to, among others, conformance with zoning and building codes, payment of property taxes, and relocation of utilities, infrastructure, and easements.

16.23.060 Appeals.

Any decision rendered by the community development director regarding an approval or denial of a lot line adjustment may be appealed to the planning commission in accordance with the provisions of the municipal code within five days of the date of the written decision. 360617.2
SECTION 3. Severability. Should any provision of this Ordinance, or its application to any person or circumstance, be determined by a court of competent jurisdiction to be unlawful, unenforceable, or otherwise void, that determination shall have no effect on any other provision of this Ordinance or the application of this Ordinance to any other person or circumstance and, to that end, the provisions hereof are severable.

SECTION 4. Inconsistent Provisions. Any provision of the Lakeport Municipal Code or appendices thereto inconsistent with the provisions of this Ordinance, to the extent of such inconsistencies and no further, is hereby repealed or modified to the extent necessary to implement the provisions of this Ordinance.

SECTION 5. CEQA. The City Council finds that this Ordinance is not subject to the California Environmental Quality Act (CEQA). This Ordinance is not a "project", as defined in Section 15378 of the State CEQA Guidelines, and will not cause a direct or reasonably foreseeable indirect effect or change to the physical environment. This Ordinance is therefore exempt from the California Environmental Quality Act pursuant to Sections 15061(b)(3) of the State CEQA Guidelines.

SECTION 6. Effective Date. This Ordinance shall take effect thirty (30) days after adoption as provided by Government Code section 36937.

SECTION 7. Certification. The City Clerk shall certify to the passage and adoption of this Ordinance and shall give notice of its adoption as required by law. Pursuant to Government Code section 36933, a summary of this Ordinance may be published and posted in lieu of publication and posting the entire text.

INTRODUCED by the City Council on the __ day of ___________2024; and PASSED AND ADOPTED at a regular meeting of the City Council held on the __ day of ______, 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________
Michael Froio, Mayor
ATTEST:
_____________________________
Kelly Buendia, City Clerk
360617.2
ORDINANCE NO. XX (2024)

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LAKEPORT AMENDING SECTION 16.04.020 OF CHAPTER 16.04 AND SECTIONS

16.23.030, 16.23.040, AND 16.23.060 OF CHAPTER 16.23 OF TITLE 16 OF THE

LAKEPORT MUNICIPAL CODE REGARDING THE PROCEDURES FOR LOT

LINE ADJUSTMENTS AND FINDING AND DETERMINING THAT THIS

ORDINANCE IS NOT SUBJECT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT PURSUANT TO CEQA GUIDELINES SECTIONS 15061(b)(3) AND 15378

WHEREAS, the City of Lakeport staff recommended changes to Sections 16.04.020,

16.23.030, 16.23.040, and 16.23.060 of Title 16 (“Subdivisions”) of the City of Lakeport Municipal Code (“Municipal Code”) to provide a ministerial review process for lot line adjustments subject to the Community Development Director’s approval; and WHEREAS, on June 12, 2024 a noticed public hearing regarding the text amendments was held before the Planning Commission of the City of Lakeport, California; and WHEREAS, said Planning Commission has recommended that the City Council approve said amendments to the Municipal Code; and
WHEREAS, the City Council intends to adopt an ordinance amending the Municipal Code to provide for ministerial review of lot line adjustment applications subject to the Community Development Director’s approval.

NOW, THEREFORE, the City Council of the City of Lakeport does ordain as follows:

SECTION 1. Recitals. The above set forth recitals and findings are true and correct and incorporated by this reference, as if set forth herein in full.

SECTION 2. Code Amendment. Section 16.04.020 (Responsibilities) of Chapter 16.04 (Definitions and Responsibilities) and Sections 16.23.030 (Procedure by community development department), 16.23.040 (Requirements/conditions), and 16.23.060 (Appeals) of Chapter 16.23 (Lot Line Adjustment) of Title 16 (Subdivisions) of the Lakeport Municipal Code is hereby amended to read as follows:

16.04.020 Responsibilities.

A. City Attorney. The city attorney’s responsibilities shall include approving as to form all subdivision improvement agreements and security and all governing documents for a common interest development.

B. City Council. The city council shall have final jurisdiction in the approval, conditional approval, or denial of final maps. The city council shall also have final jurisdiction in the approval, conditional approval, or denial of reversions to acreage. 360617.2
The city council shall act as the appeal board for hearing appeals of the planning commission approval, conditional approval, or denial of tentative maps and vesting tentative maps. Acceptance of dedications of land easements or improvements in conjunction with the recordation of subdivision maps.

C. Planning Commission. The planning commission’s responsibilities shall include:

1. Approval, conditional approval, or denial of the application for tentative map approval of subdivisions of five or more parcels;

2. The approval, conditional approval, or denial of tentative maps for subdivisions of four or less parcels;

3. The approval of lot line adjustments and voluntary mergers;

4. Determinations of violations of the provisions of the Subdivision Map Act of this title.

D. City Engineering Department. The city engineering department responsibilities shall include:

1. Establishing design and construction details, standards, and specifications;

2. Determining if proposed subdivision improvements comply with the provisions of the Subdivision Map Act and this title;

3. The processing and certification of final maps, parcel maps, reversion to acreage maps, and amended maps, and the processing and approval of subdivision improvement plans;

4. Examining and certifying that final maps and parcel maps are in substantial compliance with the approved tentative map;

5. The approval as to form of subdivision improvement agreements;

6. The inspection, approval, and acceptance of subdivision improvements.

E. Community Development Department. The community development department’s responsibilities shall include:

1. The intake and processing of land use applications for tentative maps;

2. Determining compliance with the provisions of this title and California Subdivision Map Act;

3. Assisting the city engineer in the processing of and certification of final maps and in determining that final maps are in substantial compliance with the approved tentative maps;

4. Environmental review and the development of mitigation measures and conditions of approval for subdivisions.

5. Approval, conditional approval, or denial of the application for a lot line adjustment.

16.23.030 Procedure by community development department. 360617.2
Upon receipt of the lot line adjustment application, the community development department shall determine completeness, set a planning commission agenda date, and notice the applicant. The community development department shall prepare a report as to the proposal’s conformance with these provisions.

Upon receipt of the lot line adjustment application with any required fee, the community development department shall determine completeness, notify the applicant of the determination, and prepare a report as to the application’s conformance with these provisions.

No less than ten calendar days prior to approving or conditionally approving a lot line adjustment application, the community development department shall notify owners of contiguous properties immediately adjacent to the subject property and/or additional properties as determined by the community development director in his or her discretion. Notice shall be given by mail or personal delivery.

The written notice shall declare that the requested lot line adjustment may be approved without review and decision by the planning commission if no written request for review is filed with the community development department within ten calendar days of the date of mailing. If no request for review and decision by the planning commission is filed with the community development department during that ten day period, the lot line adjustment may be approved or conditionally approved by the community development director without a public hearing.

If a request for review by the planning commission is filed with the community development department pursuant to this section, the community development director shall schedule a public hearing before the planning commission at its next regularly scheduled meeting. Notification of said public hearing shall adhere to the requirements of Chapter 17.30.

The community development director may, in his or her discretion, refer to the planning commission any lot line adjustment application which involves a significant policy issue or that cannot be decided upon at a staff level. The planning commission shall then assume authority for the review and decision of the lot line adjustment application.

16.23.040 Requirements/conditions.

The lot line adjustment shall conform to the city’s zoning and building code ordinances except where one or more adjacent recorded legal lots are of less area than required by the municipal code. Said adjustments may be considered for approval so long as any reduction in lot size or increase in lot size will not result in any additional parcels.

No tentative map, parcel map, or final map as designated by the California Subdivision Map Act shall be required. The city planning commission community development director may impose conditions on the lot line adjustments relating to, among others, conformance with zoning and building codes, payment of property taxes, and relocation of utilities, infrastructure, and easements.
360617.2

16.23.060 Appeals.

Any decision rendered by the planning commission community development director regarding an approval or denial of a lot line adjustment may be appealed to the city council planning commission in accordance with the provisions of the municipal code within five days of the date of the written decision.

SECTION 3. Severability. Should any provision of this Ordinance, or its application to any person or circumstance, be determined by a court of competent jurisdiction to be unlawful, unenforceable, or otherwise void, that determination shall have no effect on any other provision of this Ordinance or the application of this Ordinance to any other person or circumstance and, to that end, the provisions hereof are severable.

SECTION 4. Inconsistent Provisions. Any provision of the Lakeport Municipal Code or appendices thereto inconsistent with the provisions of this Ordinance, to the extent of such inconsistencies and no further, is hereby repealed or modified to the extent necessary to implement the provisions of this Ordinance.

SECTION 5. CEQA. The City Council finds that this Ordinance is not subject to the California Environmental Quality Act (CEQA). This Ordinance is not a "project", as defined in Section 15378 of the State CEQA Guidelines, and will not cause a direct or reasonably foreseeable indirect effect or change to the physical environment. This Ordinance is therefore exempt from the California Environmental Quality Act pursuant to Sections 15061(b)(3) of the State CEQA Guidelines.

SECTION 6. Effective Date. This Ordinance shall take effect thirty (30) days after adoption as provided by Government Code section 36937.

SECTION 7. Certification. The City Clerk shall certify to the passage and adoption of this Ordinance and shall give notice of its adoption as required by law. Pursuant to Government Code section 36933, a summary of this Ordinance may be published and posted in lieu of publication and posting the entire text.

INTRODUCED by the City Council on the __ day of ___________2024; and PASSED AND ADOPTED at a regular meeting of the City Council held on the __ day of ______, 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________
360617.2
Michael Froio, Mayor
ATTEST:
_____________________________
Kelly Buendia, City Clerk
1 June 12, 2024
360616.1
Environmental Determination
Background
The City of Lakeport is considering the amendment of Chapter 16.04 (Section 16.04.020) and Chapter 16.23 (Sections 16.23.030, 16.23.040, and 16.23.060). The City is required to make an environmental determination for the Project prior to any action on the Project. To make this determination, the following elements are considered here: the project description, applicable CEQA requirements, and the 2025 General Plan.

Project Description
The proposed ordinance includes amending Sections 16.04.020, 16.23.030, 16.23.040, and

16.23.060 of the Lakeport Municipal Code to provide a ministerial review process for lot line adjustments subject to the Community Development Director’s approval. The draft ordinance amends those sections to read as follows:

16.04.020 Responsibilities.

A. City Attorney. The city attorney’s responsibilities shall include approving as to form all subdivision improvement agreements and security and all governing documents for a common interest development.

B. City Council. The city council shall have final jurisdiction in the approval, conditional approval, or denial of final maps. The city council shall also have final jurisdiction in the approval, conditional approval, or denial of reversions to acreage.

The city council shall act as the appeal board for hearing appeals of the planning commission approval, conditional approval, or denial of tentative maps and vesting tentative maps. Acceptance of dedications of land easements or improvements in conjunction with the recordation of subdivision maps.

C. Planning Commission. The planning commission’s responsibilities shall include:

1. Approval, conditional approval, or denial of the application for tentative map approval of subdivisions of five or more parcels;

2. The approval, conditional approval, or denial of tentative maps for subdivisions of four or less parcels;

3. The approval of voluntary mergers;

4. Determinations of violations of the provisions of the Subdivision Map Act of this title.

D. City Engineering Department. The city engineering department responsibilities shall include:

1. Establishing design and construction details, standards, and specifications;

2. Determining if proposed subdivision improvements comply with the provisions of the Subdivision Map Act and this title;
2 June 12, 2024
360616.1

3. The processing and certification of final maps, parcel maps, reversion to acreage maps, and amended maps, and the processing and approval of subdivision improvement plans;

4. Examining and certifying that final maps and parcel maps are in substantial compliance with the approved tentative map;

5. The approval as to form of subdivision improvement agreements;

6. The inspection, approval, and acceptance of subdivision improvements.

E. Community Development Department. The community development department’s responsibilities shall include:

1. The intake and processing of land use applications for tentative maps;

2. Determining compliance with the provisions of this title and California Subdivision Map Act;

3. Assisting the city engineer in the processing of and certification of final maps and in determining that final maps are in substantial compliance with the approved tentative maps;

4. Environmental review and the development of mitigation measures and conditions of approval for subdivisions;.

5. Approval, conditional approval, or denial of the application for a lot line adjustment.

16.23.030 Procedure by community development department.

Upon receipt of the lot line adjustment application, the community development department shall determine completeness, set a planning commission agenda date, and notice the applicant. The community development department shall prepare a report as to the proposal’s conformance with these provisions.

Upon receipt of the lot line adjustment application, the community development department shall determine completeness, notify the applicant of the decision, and prepare a report as to the proposal’s conformance with these provisions.

Prior to approval of a lot line adjustment, and not less than ten calendar days prior to the proposed issuance, the community development department shall notify owners of contiguous properties immediately adjacent to the said project and/or additional properties as determined by the community development director. Notification shall be given by mail or delivery.

The written notice shall declare that the requested lot line adjustment review may be issued without review and decision by the planning commission if no written request for review is filed with the community development department within ten calendar days of the date of mailing. If no request for review and decision by the planning commission is filed with the community development department, the lot line adjustment may be approved or conditionally approved by the community development director.
3 June 12, 2024
360616.1
If a request for review by the planning commission is filed with the community development department pursuant to this section, the community development director shall schedule a public hearing before the planning commission at its next regularly scheduled meeting. Notification of said public hearing shall adhere to the requirements of Chapter 17.30.

The community development director may refer to the planning commission any project application which involves a significant policy issue or that cannot be decided upon at a staff level.

The planning commission shall then assume authority for the review and decision of the project application.

16.23.040 Requirements/conditions.

The lot line adjustment shall conform to the city’s zoning and building code ordinances except where one or more adjacent recorded legal lots are of less area than required by the municipal code. Said adjustments may be considered for approval so long as any reduction in lot size or increase in lot size will not result in any additional parcels.

No tentative map, parcel map, or final map as designated by the California Subdivision Map Act shall be required. The city planning commission community development director may impose conditions on the lot line adjustments relating to conformance with zoning and building codes, payment of property taxes, and relocation of utilities, infrastructure, and easements.

16.23.060 Appeals.

Any decision rendered by the planning commission community development director regarding an approval or denial of a lot line adjustment may be appealed to the city council planning commission in accordance with the provisions of the municipal code within five days of the date of the written decision.

The proposed code amendments are not defined as a project pursuant to the California Environmental Quality Act (CEQA) Guidelines, Section 15061.b.3, therefore the amendments are not subject to CEQA.

CEQA Requirement
The proposed code amendments would be exempt under the following sections:
§ 15378. Project means the whole of an action, which has a potential for resulting in either a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment. ‘Project’ does not include general policy and procedure making or organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.
§ 15061(b)(3). Review For Exemption
The activity is covered by the common sense exemption that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with 4 June 12, 2024
360616.1
certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA.

The project would not have a significant effect on the environment, as it consists of providing a ministerial review process subject to the Community Development Director’s approval for lot line adjustments. Therefore, the proposed code amendment would not be considered a ‘Project’ as defined in Section 15378 and pursuant to Section15061(b)(3) of the State CEQA Guidelines.

Meeting Date: 08/06/2024 Page 1 Agenda Item # VI.B.

CITY OF LAKEPORT
City Council ☒
City of Lakeport Municipal Sewer District ☒
Lakeport Industrial Development Authority ☐
Municipal Financing Agency of Lakeport ☐

STAFF REPORT
RE: Delinquent Utility User Accounts MEETING DATE: 08/06/2024 SUBMITTED BY: Nicholas Walker, ACM/ Finance Director
PURPOSE OF REPORT: ☐Information only ☐ Discussion ☒Action Item WHAT IS BEING ASKED OF THE CITY COUNCIL/BOARD:

The City Council is being asked to hold a public hearing on delinquent utility accounts and review and approve a Resolution identifying delinquent utility accounts for submission of the list to the Lake County Auditor-Controller for inclusion on the property tax roll.

BACKGROUND/DISCUSSION:

California Health and Safety Code section 5473 et seq; and Chapters 13.20, 13.04 and 8.16 of the Lakeport Municipal Code authorize the City to have the delinquent charges for water, sewer and solid waste collected by means of inclusion on the property tax roll by Lake County. A requirement of doing so is a public hearing and Council's approval of a resolution identifying the accounts in question and confirming their delinquency.

The accounts included herein have been identified by the Finance Department as delinquent as of May 31, 2024.

To collect on these accounts, the City is required to notify the delinquent account holders and give them an opportunity to bring their account current. The City provided this notice, which provides account holders until 4:30 pm on August 6th to bring their account current. Therefore, a current Delinquent Utilities Account List will be provided at the time of the meeting with any accounts for which payment has been made removed.

Utility bills and delinquency notices are mailed monthly. Final notice to delinquent accounts, as of May 31, 2024, were sent to property owners on July 6, 2023.

Approval of the resolution requires a 2/3 vote of the members of the legislative body.

OPTIONS:

1. Confirm the list of delinquent utility accounts and approve the proposed Resolution.

2. Do not approve but provide direction to staff.

FISCAL IMPACT:
☐ None ☐ $ Budgeted Item? ☐Yes ☒ No
Budget Adjustment Needed? ☐Yes ☒ No If yes, amount of appropriation increase: $ Affected fund(s): ☒ General Fund ☒ Water OM Fund ☒ Sewer OM Fund ☐ Other:

Comments:

Meeting Date: 08/06/2024 Page 2 Agenda Item # VI.B.

COUNCIL PRIORITIES:
☐ Priority #1: Public Safety & Crisis Response
☐ Priority #2: Disaster Resiliency
☒ Priority #3: Good Governance & Fiscal Stability
☐ Priority #4: Capital Infrastructure Improvement
☐ Priority #5: Safe, Sustainable & Attractive Neighborhoods ☐ Priority #6: Economic Development
SUGGESTED MOTIONS:

Move to adopt the resolution to confirm and approve the utility billing delinquency list and the associated resolution and direct staff to submit the list to the County Auditor-Controller for inclusion on the property tax roll.
☒ Attachments: 1. Tax Roll Resolution
238490.1
RESOLUTION NO. ______ (2024)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKEPORT AND THE

BOARD OF DIRECTORS OF THE CITY OF LAKEPORT MUNICIPAL SEWER DISTRICT

APPROVING AND CONFIRMING THE REPORT OF DELINQUENT UTILITIES

CHARGES AND REQUESTING LAKE COUNTY TO COLLECT SUCH CHARGES ON THE

TAX ROLL
WHEREAS, the City of Lakeport (the “City”) and the City of Lakeport Municipal Sewer District (“CLMSD”) provide certain water, solid waste, and sewer services to its residents and occupants; and WHEREAS, California Health and Safety Code sections 5473 et seq. and sections 13.04.060,

13.20.560, and 8.16.080 of the Lakeport Municipal Code authorize the City and CLMSD to have the delinquent charges for the above services (the “Charges”) collected on the tax roll by Lake County on the relevant parcels; and
WHEREAS, City staff has prepared a Delinquent Utilities Charge Report (the “Report”), attached hereto as Exhibit A, identifying the delinquent charges by Assessor’s Parcel Number; and WHEREAS, City staff provided notice of the delinquent utility charges to relevant property owners as required by law by publishing notice in the Lake County Record-Bee, a newspaper of general circulation printed and published once a week for two consecutive weeks in the City and CLMSD, pursuant to section 6066 of the Government Code prior to the date of said hearing, and by mailing said notice to each person present on the report; and
WHEREAS, a public hearing was held on August 6, 2024, at which the City Council and CLMSD Board reviewed and considered the Report and any protests related thereto.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeport and Board of Director of the City of Lakeport Municipal Sewer District:

1. Findings. In reviewing and considering the delinquent Charges and the Report, the City Council hereby makes the following findings:
a. Notice of the public hearing before the City Council was mailed to each affected property owners at addresses as shown on the latest equalized assessment roll or as known to the City; b. Notice of the public hearing before the City Council included the date, time, and place of the public hearing, the identity of the hearing body, and a general explanation of the matter to be considered; and
c. Upon considering all objections and protests received at the time of the hearing on this matter, the City Council/Board of Directors finds that protest by owners of a majority of the parcels of property described in the Report does not exist. 238490.1

2. Confirming the Report. The City Council/Board of Directors hereby approves, confirms, and adopts the Report, as directed and attached hereto as Exhibit A and incorporated herein by reference, and determines that the Charges are proper and correct. The City Council/Board of Directors directs the Finance Director to make any amendments to the Report as were directed by the City Council/Board of Directors and as necessary to remove parcels from the Report for which payment has been made before transfer of the amounts to Lake County for collection on the tax roll, subject to the same penalties, procedure, and sale in case of delinquency as provided for those taxes.

3. Authorization. The City Council/Board of Directors hereby authorizes and directs the City Clerk to deliver a certified copy of the finalized Report to the Lake County Auditor-Controller Division and to submit a certified copy of this Resolution and Report to the County Recorder for recordation.

4. Services of Lake County. The office of the Lake County Auditor-Controller Division is requested for the placement of the Charges on the Annual Secured property tax roll with the Ad Valorem taxes.

5. General Authorization. The City Manager, City Finance Director, City Clerk, City Attorney, and the other officers and agents of the City are hereby authorized and directed, individually and collectively, to do any and all things and to execute, deliver, and perform any and all agreements and documents that they deem necessary or advisable in order to effectuate the purposed of this Resolution. All actions heretofore taken by the officers and agents of the City that are in conformity with the purposes and intent of this Resolution are hereby ratified, confirmed, and approved in all respects.

6. Effective Date. This resolution shall take effect immediately upon its passage.

The foregoing Resolution was passed and adopted at a regular joint meeting of the City Council and CLMSD Board of Directors on the 6th day of August, 2024, by the following vote:

AYES:

NOES:

ABSTAINING:

ABSENT:
___________________________

MICHAEL FROIO, MAYOR & CHAIRPERSON
ATTEST:
_____________________________
KELLY BUENDIA, Clerk
City of Lakeport & CLMSD
Meeting Date: 08/06/2024 Page 1 Agenda Item # VII.A.1.

CITY OF LAKEPORT
City Council
City of Lakeport Municipal Sewer District
Lakeport Redevelopment Successor Agency
Lakeport Industrial Development Agency
Municipal Financing Agency of Lakeport

STAFF REPORT
RE: Contract Award for South Main Street Pavement Maintenance Project (Bid No. 24-04)
MEETING DATE: 8/06/2024
SUBMITTED BY: Ron Ladd, Public Works Director
PURPOSE OF REPORT: Information only Discussion Action Item WHAT IS BEING ASKED OF THE CITY COUNCIL/BOARD:

The City Council is being asked to approve the plans, specifications, and working details for the South Main Street Pavement Maintenance Project, award a public works construction contract to the lowest responsible bidder, Granite Construction Company, and authorize the City Manager to execute a construction agreement with Granite Construction Company for the amount of $1,105,885.25.

BACKGROUND/DISCUSSION:

The South Main Street Pavement Maintenance Project consists of improving the roadway conditions on South Main Street from Lakeport Boulevard to 1st Street. The project includes cold planing, pavement repairs, installation of a pavement reinforcing mat, HMA surfacing, utility adjustments, Rectangular Rapid Flashing Beacons and pavement markings.

The bids were publicly opened on July 8, 2024, with several bids received. Upon reviewing the bid documents, Granite Construction Company was determined to be the lowest responsible bidder with a base bid amount of $1,105,885.25. The company has demonstrated experience in similar pavement maintenance projects, ensuring they have the capability to complete the work satisfactorily and on time. The engineer’s estimate for this project was approximately $1,200,000. Construction is estimated to start in mid-September 2024, weather permitting.

The contract award will allow the City to proceed with the necessary pavement maintenance, enhancing road and pedestrian safety, improving traffic flow, and extending the lifespan of the roadway infrastructure.

ENVIRONMENTAL COMPLIANCE:

A Notice of Exemption under the requirements of the California Environmental Quality Act (CEQA) was filed on December 7, 2023. This project meets the criteria established in Section 15301 of the CEQA Guidelines as it consists of repair and maintenance of existing facilities with no expansion. Therefore, the project is determined to be eligible for a Categorical Exemption.

FUNDING:

This project is being funded with American Rescue Plan Act (ARPA) funds that the City Council had previously approved for this project
Meeting Date: 08/06/2024 Page 2 Agenda Item # VII.A.1.

OPTIONS:

1. Approve the plans, specifications, and working details, and award a construction contract to Granite Construction Company for the South Main Street Pavement Maintenance Project and authorize the City Manager to execute the construction contract for the bid amount.

2. Reject all bids and direct Staff to readvertise the project.

3. Take no action or provide alternative direction to staff.

FISCAL IMPACT:

None $1,105,885.25 Budgeted Item? Yes No
Budget Adjustment Needed? Yes No If yes, amount of appropriation increase: $ Affected fund(s): General Fund Water OM Fund Sewer OM Fund Other: ARPA Comments:

COUNCIL PRIORITIES:
☐ Priority #1: Public Safety & Crisis Response
☐ Priority #2: Disaster Resiliency
☐ Priority #3: Good Governance & Fiscal Stability
☒ Priority #4: Capital Infrastructure Improvement
☐ Priority #5: Safe, Sustainable & Attractive Neighborhoods ☐ Priority #6: Economic Development
SUGGESTED MOTIONS:

Move to approve the plans, specifications, and working details, and award a construction contract to Granite Construction Company for the South Main Street Pavement Maintenance Project and authorize the City Manager to execute the construction contract for the bid amount of $1,105,885.25.

Attachments: 1) Bid Tabulation
2) Project Plans
3) Project Specifications
Line Item Description Quantity Unit of Measure Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total Unit Cost Total 1 Mobilization 1 LS $39,600.00 $39,600.00 $110,000.00 $110,000.00 $47,488.76 $47,488.76 $58,250.00 $58,250.00 $66,400.00 $66,400.00 $64,000.00 $64,000.00 $100,000.00 $100,000.00 2 Traffic Control 1 LS $200,000.00 $200,000.00 $74,000.00 $74,000.00 $73,928.25 $73,928.25 $65,160.00 $65,160.00 $153,500.00 $153,500.00 $82,000.00 $82,000.00 $250,000.00 $250,000.00 3 WPCP 1 LS $7,950.00 $7,950.00 $2,500.00 $2,500.00 $10,000.00 $10,000.00 $4,500.00 $4,500.00 $12,815.00 $12,815.00 $2,370.00 $2,370.00 $900.00 $900.00 4 3/8" Type A HMA Leveling Course 735 TN $185.00 $135,975.00 $165.00 $121,275.00 $143.14 $105,207.90 $210.00 $154,350.00 $206.15 $151,520.25 $290.00 $213,150.00 $245.00 $180,075.00 5 1/2" Type A HMA Surface Course 1839 TN $142.00 $261,138.00 $200.00 $367,800.00 $235.34 $432,790.26 $185.00 $340,215.00 $166.90 $306,929.10 $210.00 $386,190.00 $227.00 $417,453.00 6 1/2" Type HMA-Digouts 405 TN $205.00 $83,025.00 $175.00 $70,875.00 $247.85 $100,379.25 $175.00 $70,875.00 $279.50 $113,197.50 $227.00 $91,935.00 $222.00 $89,910.00 7 Pavement Reinforcing Mat 16514 SY $3.10 $51,193.40 $2.49 $41,119.86 $4.18 $69,028.52 $2.79 $46,074.06 $5.10 $84,221.40 $3.50 $57,799.00 $5.00 $82,570.00 8 Cold Plane 2.5" 148623 SF $.45 $66,880.35 $.50 $74,311.50 $.17 $25,265.91 $.50 $74,311.50 $.37 $54,990.51 $.40 $59,449.20 $1.00 $148,623.00 9 Cold Plane 4" 14862 SF $1.25 $18,577.50 $.50 $7,431.00 $.54 $8,025.48 $1.10 $16,348.20 $1.40 $20,806.80 $1.10 $16,348.20 $3.00 $44,586.00 10 Lower & Adjust Manholes 14 EA $3,250.00 $45,500.00 $2,500.00 $35,000.00 $1,090.00 $15,260.00 $4,800.00 $67,200.00 $1,500.00 $21,000.00 $3,454.00 $48,356.00 $1,585.00 $22,190.00 11 Lower & Adjust Water Valves 28 EA $2,055.00 $57,540.00 $1,250.00 $35,000.00 $773.29 $21,652.12 $2,200.00 $61,600.00 $1,040.00 $29,120.00 $2,827.00 $79,156.00 $1,465.00 $41,020.00 12 Communication Utility Box 1 EA $1,000.00 $1,000.00 $1,250.00 $1,250.00 $2,121.00 $2,121.00 $2,400.00 $2,400.00 $1,383.00 $1,383.00 $3,140.00 $3,140.00 $1,000.00 $1,000.00 13 Detail 22 - Thermoplastic 337 LF $8.00 $2,696.00 $8.00 $2,696.00 $8.00 $2,696.00 $8.00 $2,696.00 $9.20 $3,100.40 $5.10 $1,718.70 $8.00 $2,696.00 14 Detail 32 - Thermoplastic 1808 LF $5.00 $9,040.00 $5.00 $9,040.00 $5.00 $9,040.00 $5.00 $9,040.00 $5.75 $10,396.00 $8.15 $14,735.20 $5.00 $9,040.00 15 Detail 38 - Thermoplastic 512 LF $5.00 $2,560.00 $5.00 $2,560.00 $5.00 $2,560.00 $5.00 $2,560.00 $5.75 $2,944.00 $4.10 $2,099.20 $5.00 $2,560.00 16 12" White Thermoplastic 1799 LF $10.00 $17,990.00 $10.00 $17,990.00 $10.00 $17,990.00 $10.00 $17,990.00 $11.50 $20,688.50 $14.30 $25,725.70 $10.00 $17,990.00 17 STOP Legend - Thermoplastic 12 EA $750.00 $9,000.00 $750.00 $9,000.00 $750.00 $9,000.00 $750.00 $9,000.00 $864.00 $10,368.00 $331.70 $3,980.40 $750.00 $9,000.00 18 ONLY Legend-Thermoplastic 7 EA $750.00 $5,250.00 $750.00 $5,250.00 $750.00 $5,250.00 $750.00 $5,250.00 $864.00 $6,048.00 $331.70 $2,321.90 $750.00 $5,250.00 19 Type IV Arrows-Thermoplastic 28 EA $275.00 $7,700.00 $275.00 $7,700.00 $275.00 $7,700.00 $275.00 $7,700.00 $317.00 $8,876.00 $255.00 $7,140.00 $275.00 $7,700.00 20 Yield Line Markings 63 EA $90.00 $5,670.00 $90.00 $5,670.00 $90.00 $5,670.00 $90.00 $5,670.00 $103.70 $6,533.10 $30.60 $1,927.80 $90.00 $5,670.00 21 Red Curb Paint 542 LF $6.00 $3,252.00 $6.00 $3,252.00 $6.00 $3,252.00 $6.00 $3,252.00 $6.90 $3,739.80 $4.10 $2,222.20 $6.00 $3,252.00 22 White Curb Paint 52 LF $6.00 $312.00 $6.00 $312.00 $6.00 $312.00 $6.00 $312.00 $6.90 $358.80 $4.10 $213.20 $6.00 $312.00 23 Green Curb Paint 46 LF $6.00 $276.00 $6.00 $276.00 $6.00 $276.00 $6.00 $276.00 $6.90 $317.40 $4.10 $188.60 $6.00 $276.00 24 Blue Markers 16 EA $60.00 $960.00 $60.00 $960.00 $60.00 $960.00 $60.00 $960.00 $69.00 $1,104.00 $35.70 $571.20 $60.00 $960.00 25 RRFB Units 8 EA $7,350.00 $58,800.00 $14,000.00 $112,000.00 $17,594.50 $140,756.00 $15,250.00 $122,000.00 $8,500.00 $68,000.00 $12,758.00 $102,064.00 $14,000.00 $112,000.00 26 HMA QC Laydown Technician 1 LS $5,500.00 $5,500.00 $5,000.00 $5,000.00 $15,345.00 $15,345.00 $9,000.00 $9,000.00 $6,915.00 $6,915.00 $16,415.00 $16,415.00 $15,900.00 $15,900.00 27 HMA QC Compaction Technician 1 LS $6,000.00 $6,000.00 $5,000.00 $5,000.00 $15,345.00 $15,345.00 $9,000.00 $9,000.00 $23,050.00 $23,050.00 $16,415.00 $16,415.00 $15,900.00 $15,900.00 28 HMA QC Material Testing 1 LS $2,500.00 $2,500.00 $5,000.00 $5,000.00 $2,428.80 $2,428.80 $4,000.00 $4,000.00 $17,290.00 $17,290.00 $9,710.00 $9,710.00 $15,900.00 $15,900.00 BASE BID TOTAL $1,105,885.25 $1,132,268.36 $1,149,728.25 $1,169,989.76 $1,205,612.56 $1,311,341.50 $1,602,733.00 Add Alt A
29 6" Digouts on North Main 972 SF $75.00 $72,900.00 $6.00 $5,832.00 $27.67 $26,895.24 $65.00 $63,180.00 $18.50 $17,982.00 $14.80 $14,385.60 $18.00 $17,496.00 30 12" White Thermoplastic 12 LF $10.00 $120.00 $10.00 $120.00 $10.00 $120.00 $10.00 $120.00 $11.50 $138.00 $14.30 $171.60 $10.00 $120.00 31 Yield Line Markings 3 EA $90.00 $270.00 $90.00 $270.00 $90.00 $270.00 $90.00 $270.00 $103.75 $311.25 $30.60 $91.80 $90.00 $270.00 32 Traffic Control for Alternate A Work 1 LS $5,000.00 $5,000.00 $2,500.00 $2,500.00 $10,000.00 $10,000.00 $5,500.00 $5,500.00 $4,195.00 $4,195.00 $6,860.00 $6,860.00 $15,000.00 $15,000.00 Add Alt A TOTAL $78,290.00 $8,722.00 $37,285.24 $69,070.00 $22,626.25 $21,509.00 $32,886.00 Add Alt B
33 3" Digout on Roundabout 825 SF $65.00 $53,625.00 $5.00 $4,125.00 $28.25 $23,306.25 $75.00 $61,875.00 $18.60 $15,345.00 $11.15 $9,198.75 $18.00 $14,850.00 34 Traffic Control for Alternate B Work 1 LS $5,000.00 $5,000.00 $1,000.00 $1,000.00 $7,500.00 $7,500.00 $7,500.00 $7,500.00 $4,195.00 $4,195.00 $3,606.00 $3,606.00 $7,000.00 $7,000.00 Add Alt B TOTAL $58,625.00 $5,125.00 $30,806.25 $69,375.00 $19,540.00 $12,804.75 $21,850.00 BASE + ADD ALT A + ADD ALT B $1,242,800.25 $1,146,115.36 $1,217,819.74 $1,308,434.76 $1,247,778.81 $1,345,655.25 $1,657,469.00 Granite Construction Company JV Lucas Paving, Inc. Darren Taylor Costruction Argonaut Constructors, Inc. Lamon Construction Co., Inc. MARTIN BROTHERS CONSTRUCTION S.T.Rhoades Construction, inc.

HIGHWAY 29

TODD ROAD EXTENSION PARALLEL DRIVE
C L E A R L A K E PROJECT LOCATION PROJECT LOCATION 1 of 5 CITY OF LAKEPORT SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT TITLE SHEET 11x17 T-01 P. CURREN M. WASDEN MAY 2024 AS SHOWN PAUL R. CURREN, P.E. C34527 9-30-25 CITY OF LAKEPORT PLANS FOR THE Bid No. 24-04 SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT NOT TO SCALE CITY OF LAKEPORT: LOCATION MAP SHEET NO. SHEET NAME DESCRIPTION 1 T-01 TITLE SHEET 2 P-01 PAVING PLAN: STA. 10+00 TO STA. 21+50 3 P-02 PAVING PLAN: STA. 21+50 TO STA. 33+00 4 P-03 PAVING PLAN: STA. 33+00 TO STA. 39+00 / DETAILS 5 P-04 DIGOUTS - NORTH MAIN STREET SHEET INDEX RON LADD PUBLIC WORKS DIRECTOR 591 MARTIN STREET LAKEPORT, CA 95453 (707) 263-3578 APPROVED: KEVIN M. INGRAM, CITY MANAGER DATE PAUL R. CURREN, CITY ENGINEER DATE RON LADD, PUBLIC WORKS DIRECTOR DATE CERTIFICATION: I CERTIFY THAT THIS PROJECT WAS DESIGNED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES. PAUL R. CURREN, P.E. CITY ENGINEER 225 PARK STREET LAKEPORT, CA 95453 (707) 263-5615 EXT. 407 KEVIN INGRAM CITY MANAGER 200 PARK STREET LAKEPORT, CA 95435 (707) 263-5615 EXT. 201 CITY OF LAKEPORT: CONTACT INFORMATION CALTRANS STRIPING DETAIL "XX" 12" WHITE LIMIT LINE (THERMO) 12" YELLOW CROSSWALK LINE (THERMO) WLL WY 12" WHITE CROSSWALK LINE (THERMO) LEGEND WATER VALVE GAS VALVE BLUE RETROREFLECTIVE PAVEMENT MARKER STORM DRAIN MANHOLE GV DSCO SEWER CLEANOUT (EX.) FIRE HYDRANT (EX.) BRPM SANITARY SEWER MANHOLE S TELECOMMUNICATIONS MANHOLE T MANHOLE MH COLD-PLANE & REPLACE 2-1/2" HMA REMOVE & REPLACE 6" HMA 5/25/2024 5/30/24 5/31/24 STOP STOP STOP STOP 10' - RED17' - RED 20' 1 2 WLL 3 30' 15' - RED R L R R 2 1 R BRPM WLL 3 18' - RED WLL 3 15' - RED 1 WLL 3 BRPM BRPM 2 R L R 20' 1 T W W T YIELD LINE PER CALTRANS STD. PLAN A24G (TYP.) TYPICAL SECTION NO. 1 2 MH STOP STOP STOP STOP
STOP

STOP STOP
STOP
ONLY
STOP
STOP
WW 42' - RED 35' BRPM 39' - RED 5' - RED 16' - RED 14' - RED R R L WLL WLL TYPICAL SECTION NO. 1 BRPM WLL
MATCHLINE STA. 15+50 - SEE BELOW LEFT
MATCHLINE STA. 21+50 - SEE SHEET NO. P-02 LAKEPORT BLVD 2 of 5 CITY OF LAKEPORT SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT PAVING PLAN: STA. 10+00 - STA. 21+50 11x17 P-01 P. CURREN M. WASDEN MAY 2024 1"= 20' PAUL R. CURREN, P.E. C34527 9-30-25 K ST KONOCTI AVE LUPOYOMA AVE HELENA AVE LILY COVE AVE OAK KNOLL AVE MATCHLINE STA. 15+50 - SEE ABOVE RIGHT LUPOYOMA HEIGHTS 1 PLACE SIGN POLE BASE, POLE & R1-5 SIGN. 23 REPAINT "STOP" LEGEND. 4 REPAINT LANE LINES TO (E) CROSSWALK LINE. NOTES: PLACE SIGN POLE BASE, POLE & RRFB UNIT (AUDIBLE PUSH-BUTTON STATION, UNI- DIRECTIONAL RRFB, SOLAR PANEL & BATTERY, CABINET W11-2 SIGN, & W16-7P SIGN) PER MUTCD.

STOP
STOP
15' - RED
T
46' - RED 18'
BRPM
STOP
BRPM
2 20'
1 2
1 6' - RED
WLL
3 15' - RED 18'
BRPM
W
BRPM

YIELD LINE PER CALTRANS
STD. PLAN A24G (TYP.)
TYPICAL SECTION NO. 1

MH ONLYONLY

STOP STOP ONLY
STOP
STOP
15' - RED
MH
MH
T
BRPM
BRPM
W
W
W
W
W
W
W
W
19' - RED
24' - RED 6' - RED
3 10' - RED 11' - RED 8' - RED
13' - RED 4' - RED 26' - GREEN 19' - RED
15' - RED
MH
MH
BRPM
BRPM
W
W
W
W
W
W
W
W
19' - RED
52' - WHITE
1 REMOVE SIGN &
POST; REPLACE W/ 2
1 REMOVE POLE & SIGN
20'

YIELD LINE PER CALTRANS
STD. PLAN A24G (TYP.)
TYPICAL SECTION NO. 1

PLACE TRANSIT SIGN

ON SAME POLE
2 3 of 5

CITY OF LAKEPORT

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
PAVING PLAN: STA. 21+50 - STA. 33+00
11x17 P-02
P. CURREN
M. WASDEN
MAY 2024
1"= 20'
PAUL R. CURREN, P.E.

C34527 9-30-25 MATCHLINE STA. 27+00 - SEE BELOW LEFT MATCHLINE STA. 33+00 - SEE SHEET NO. P-03 MATCHLINE STA. 27+00 - SEE ABOVE RIGHT MATCHLINE STA. 21+50 - SEE SHEET NO. P-01 D ST

ESPLANADE ST
C ST
C ST
E ST

MARTIN ST

MARTIN ST
1 PLACE SIGN POLE BASE, POLE & R1-5 SIGN.
2 3 REPAINT "STOP" LEGEND.
4 REPAINT LANE LINES TO (E) CROSSWALK LINE.

NOTES:

PLACE SIGN POLE BASE, POLE & RRFB UNIT
(AUDIBLE PUSH-BUTTON STATION, UNIDIRECTIONAL RRFB, SOLAR PANEL & BATTERY, CABINET W11-2 SIGN, & W16-7P
SIGN) PER MUTCD.

ONLY

STOP ONLYONLYONLY
STOP
11' - RED 20' - RED
20' - RED
MH
MH
MH
BRPM
BRPM
WW
WW
W
W
W
W
18' - RED
24' - RED
8' - RED 6' - RED
14' - RED 20' - RED
5' - RED
3' - RED 15' - RED
4 TYPICAL SECTION NO. 1
MH
4 of 5

CITY OF LAKEPORT

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
PAVING PLAN: STA. 33+00 - STA. 39+00 / DETAILS
11x17 P-03
P. CURREN
M. WASDEN
MAY 2024
1"= 20'
PAUL R. CURREN, P.E.

C34527 9-30-25 MATCHLINE STA. 33+00 - SEE SHEET NO. P-02

ARMSTRONG ST
ARMSTRONG ST 1ST ST
1ST ST
1 PLACE SIGN POLE BASE, POLE & R1-5 SIGN.
2 3 REPAINT "STOP" LEGEND.
4 REPAINT LANE LINES TO (E) CROSSWALK LINE.

NOTES:

PLACE SIGN POLE BASE, POLE & RRFB UNIT
(AUDIBLE PUSH-BUTTON STATION, UNIDIRECTIONAL RRFB, SOLAR PANEL & BATTERY, CABINET W11-2 SIGN, & W16-7P
SIGN) PER MUTCD.

NTS
TYPICAL SECTION NO. 1

COLD PLANE &
REPLACE 2-1/2" HMA
EX. / NEW PAVEMENT

SURFACE
4" DIGOUT (LOCATED AFTER COLD-PLANING)
4' MIN.

CURB & GUTTER (TYP.)
NTS
4" DIGOUT DETAIL

REMOVE & REPLACE
4" HMA (SINGLE LIFT)

RECOMPACT SUBGRADE
TO 95% R.C. MIN.

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING

EX, PAVEMENT
OR GUTTER LIP REMOVE 4"

PAVEMENT
3/4" BASE
COURSE

INTERLAYER
1-3/4" SURFACE COURSE
(SOUTH MAIN STREET)
SALON

N O R T H M A I N S T R E E T
MH
BRPM
BRPM
MH
6" DIGOUT (~4'x85') 6" DIGOUT (~4'x175') 6" DIGOUT (~6'x22')

WORK AROUND

WATER VALVES
5 of 5

CITY OF LAKEPORT

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT

DIGOUTS - NORTH MAIN STREET
11x17 P-04
P. CURREN
M. WASDEN
MAY 2024
1"= 20'
PAUL R. CURREN, P.E.

C34527 9-30-25
9TH STREET 7TH ST
NTS
6" DIGOUT DETAIL

REMOVE & REPLACE
6" HMA W/(2) 3" LIFTS

RECOMPACT SUBGRADE
TO 95% R.C. MIN.

TACK COAT ALL VERTICAL

EDGES PRIOR TO PAVING

EX, PAVEMENT OR
GUTTER LIP (TYP.) REMOVE 6"

PAVEMENT
(NORTH MAIN STREET)

WIDTH PER PLAN

CITY OF LAKEPORT

PUBLIC WORKS DEPARTMENT

LAKEPORT, CALIFORNIA

NOTICE TO BIDDERS
AND

SPECIAL PROVISIONS
For

SOUTH MAIN STREET PAVEMENT MAINTENANCE

PROJECT
BID NO. 24-04
IN

LAKEPORT, CALIFORNIA
For Information on this Project, Contact
Paul Curren, City Engineer
or
Olivia Grupp, Project Manager
at
(707) 972-6989
Bid Book dated June 5, 2024
Bids Due July 8, 2024 before 2:00 pm

TABLE OF CONTENTS

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA

SECTION
A. NOTICE INVITING SEALED BIDS
B. INSTRUCTIONS TO BIDDERS
C. SCOPE OF WORK
D. STANDARD SPECIFICATIONS
E. SPECIAL PROVISIONS SECTION 1 - GENERAL
F. SPECIAL PROVISIONS SECTION 2 - SCOPE OF THE WORK
G. SPECIAL PROVISIONS SECTION 3 - CONTROL OF THE WORK
H. SPECIAL PROVISIONS SECTION 4 - CONTROL OF MATERIALS
I. SPECIAL PROVISIONS SECTION 5 - LEGAL RELATIONS AND RESPONSBILITIES J. SPECIAL PROVISIONS SECTION 6 - PROSECUTION AND PROGRESS OF THE WORK K. SPECIAL PROVISIONS SECTION 7 - MEASURE AND PAYMENT
L. SPECIAL PROVISIONS SECTION 8 - FACILITIES FOR AGENCY PERSONNEL M. BID SCHEDULE
N. BID PROPOSAL
Attachments:

A - Sample Articles of Agreement and Bonds
B - Exhibit B-Federal Wage Determination
C - S. Main Pavement Maintenance Bid 24-04 PLANS-FINAL
D - Special Provisions-Section 9

NOTICE INVITING SEALED BIDS

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA
PUBLIC NOTICE IS HEREBY GIVEN that the City of Lakeport as AGENCY, invites sealed bids, electronically, by and before Monday, July 8, 2024 (date) at 2:00 pm through its OpenGov Procurement portal. All associated documents, including bonding information, shall be submitted with the bid. Bidders must be registered on the District’s OpenGov Procurement portal to submit a Bid Proposal and to receive addendum notifications. Each bidder is responsible for making certain that their Bid Proposal is submitted/uploaded with sufficient time to be received prior to the bid opening date and time. Delivered, mailed, telegraphic, telephonic, electronic, and facsimile bids will not be accepted. Bidders are responsible for obtaining all addenda from the District’s OpenGov Procurement portal. If any Addendum issued by the District is not acknowledged online by the Bidder, the Bidder may be deemed non-responsive by the City.

Bid results will be available on the City's OpenGov Procurement portal immediately following the bid opening date/time.

General work description: The project consists of pavement maintenance work on South Main Street from Lakeport Boulevard to 1st Street and digouts on North Main Street from 7th to 9th (Bid Alternate). The work includes cold planing, pavement repairs under the mill, leveling course, pavement reinforcing mat, and HMA surfacing, protecting and adjusting utilities, pavement markings, RRFB pedestrian warning signs, and all other necessary work to complete the project per the contract plans and special provisions.

The work shall be completed within 45 working days (Time of Completion) after the date the City issues a Notice to Proceed to the successful contractor. For unauthorized delays, Liquidated Damages are Five Hundred Dollars ($500.00) per day.

The estimated cost of the work is $1,200,000.00.

Plans, specifications, and contract documents necessary to submit a bid are available electronically through the City's OpenGov Procurement portal at: https://procurement.opengov.com/portal/cityoflakeport. Bidders will be required to provide complete contact information for the Bidder’s List which will be posted online with other project information. To submit a bid, a Bidder must draft a response in OpenGov Procurement to this project, follow the steps within OpenGov Procurement and submit. Only bids submitted electronically through OpenGov Procurement will be accepted.

There will be a Non-Mandatory pre-bid meeting held Monday, June 24, 2024 at 2:00 pm. The meeting will take place at Corner of Lakeport Boulevard and South Main Street in Lakeport, CA.

Questions about alleged patent ambiguity of the plans, specifications, or estimate must be submitted electronically through the City's OpenGov portal prior to 5:00 pm on Friday, June 28, 2024. After this time, the City will not consider these questions as bid questions. All bidder’s inquires must be submitted through the project Q&A in the City's OpenGov Procurement portal.

Bids must be prepared in conformance with INSTRUCTIONS TO BIDDERS and all information shall be submitted in the specified manner. For any bid security sent in via hard copy (BID SECURITY ONLY, NOT ENTIRE BID RESPONSE) it must be submitted in an envelope sealed and plainly marked on the outside:
"SEALED BID SECURITY FOR SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT BID NO. 24-04
DO NOT OPEN WITH REGULAR MAIL"
The bid must be accompanied by a bid guarantee in the amount of 10% of the total bid before 2:00 pm ON Monday, July 8, 2024. More specifically, pursuant to Public Contract Code §§ 20170 and 20171, all bids for the project shall be presented, under sealed cover and shall be accompanied by one of the following forms of bidder’s security in the amount of ten percent (10%) of the bid: (a) cash; (b) a cashier’s check made payable to the City of Lakeport; (c) a certified check made payable to the City of Lakeport; or (d) a bidder’s bond executed by an admitted surety insurer made payable to the City of Lakeport. Such security shall be forfeited should the successful bidder to whom the contract is awarded fails to timely execute the contract and to deliver the necessary bonds and insurance certificates as specified in the contract documents.

In accordance with the provisions of California Public Contract Code § 3300, and Business and Professions Code § 7028.15(e), the Agency has determined that the contractor shall possess a valid Class A contractor’s license at the time that the contract is awarded. Failure to possess the specified license shall render a bidder’s bid as non-responsive and shall bar award of the contract to any bidder not possessing the specified license at the time of the award.

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE BOARD. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD, P.O. BOX 2600, SACRAMENTO, CA 95826. At the time the contract is awarded, the contractor shall be properly licensed in accordance with the laws of this state. The first payment for work or material shall not be made unless and until the Registrar of Contractors verifies to the Agency that the records of the Contractors’ State License Board indicate that the contractor was properly licensed at the time the contract was awarded. Any bidder or contractor not so licensed shall be subject to all legal penalties imposed by law including, but not limited to, any appropriate disciplinary action by the Contractors’ State Board. Failure of the bidder to obtain proper and adequate licensing for an award of a contract shall constitute a failure to execute the contract and shall result in the forfeiture of the security of the bidder. (Public Contract Code § 20103.5)

CONTRACTORS AND SUBCONTRACTORS ARE ALSO REQUIRED TO BE REGISTERED WITH

THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS FOR ANY BID PROPOSAL SUBMITTED ON OR AFTER MARCH 1, 2015, AND FOR ANY CONTRACT FOR PUBLIC WORK ENTERED INTO ON OR AFTER APRIL 1, 2015. A contractor or subcontractor shall not be qualified to bid on, be listed on a bid proposal for, or perform any public work contract unless it is currently registered with the California Department of Industrial Relations as described in Labor Code § 1725.5.

This project is subject to the skilled and trained workforce requirements of the Public Contracts Code §§ 2600 – 2602.

To the extent applicable, at any time during the term of the Agreement for the proposed project, the successful bidder may, at its own expense, substitute securities equivalent to the amount withheld as retention (or the retained percentage) in accordance with Public Contract Code § 22300.

Pursuant to California Civil Code § 9550, a payment bond is required to be submitted for all projects estimated in excess of $25,000.00
The Agency has determined that the proposed project is a public works subject to the provisions of Labor Code § 1720 thereby requiring the Contractor to pay the prevailing wage rates for all work performed under the Contract. Accordingly, the proposed project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

The Director of the California Department of Industrial Relations determines the general prevailing wage rates. Obtain the wage rates at the DIR Web site, http://www.dir.ca.gov/DLSR/PWD, or from the City’s Engineering Division. The project is subject to Department of Labor prevailing wages and requires the payment of the highest wage between the DIR and DOL rates. All provisions of the Department of Labor must be followed and other funding requirements as provided in the Contract Documents.

The City of Lakeport reserves the right to reject any and all bids.

The contract shall be awarded based on the lowest responsible bid.

The tentative timeline for this bid is as follows:

Release Project Date: June 5, 2024
Pre-Proposal Meeting (Non-Mandatory): June 24, 2024, 2:00pm Corner of Lakeport Boulevard and South Main
Street in Lakeport, CA
Question Submission Deadline: June 28, 2024, 5:00pm
Proposal Submission Deadline: July 8, 2024, 2:00pm

INSTRUCTIONS TO BIDDERS
B1.01 INSPECTION OF SITE OF WORK
Bidders are required to inspect the site of the work in order to satisfy themselves, by personal examination or by such other means as they may prefer, of the location of the proposed work and as to the actual conditions of and at the site of work. If, during the course of his/her examination, a bidder finds facts or conditions which appear to him/her to conflict with the letter or spirit of the contract documents, or with any other data furnished him/her, he/she may apply to the Agency in writing in accordance with B1.04 INTERPRETATION OF CONTRACT DOCUMENTS for additional information and explanation before submitting his/her bid.

The submission of a proposal by the bidder shall constitute the acknowledgment that, if awarded the contract, he/she has relied and is relying on his/her own examination of (a) the site of the work, (b) the access to the site, and (c) all other data, matters, and things requisite to the fulfillment of the work and on his/her own knowledge of existing services and utilities on and in the vicinity of the site of the work to be constructed under the contract, and not on any representation or warranty of the Agency. No claim for additional compensation will be allowed which is based upon a lack of knowledge of these items.

B1.02 EXAMINATION OF CONTRACT DOCUMENTS
Each bidder shall thoroughly examine and be familiar with legal and procedural documents, general conditions, specifications, drawings and addenda (if any). The submission of a proposal shall constitute an acknowledgment upon which the Agency may rely that the bidder has thoroughly examined and is familiar with the contract documents. The bidders’ attention is directed to the need, if any, for special invoicing for this project. The failure or neglect of a bidder to receive or examine any of the contract documents shall in no way relieve him/her from any obligations with respect to his/her proposal or to the contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract document.

B1.03 CONTRACT PERIOD/CONSTRUCTION COMPLETION DATE
Bidder’s attention is called to the provisions set forth in the Notice Inviting Sealed Bids section of this Bid, particularly those pertaining to the contract period and liquidated damages for avoidable delays.

The Contractor shall begin work within fifteen (15) calendar days after the date of the Notice to Proceed, and shall diligently prosecute said work to completion before the expiration of the time of completion described on the Notice Inviting Sealed Bids. The Contractor shall pay to the Agency the amount of Liquidated Damages described in the Notice Inviting Sealed Bids, for unauthorized delays in finishing the work in excess of the number of working days or after the designated completion date as prescribed above.

B1.04 INTERPRETATION OF CONTRACT DOCUMENTS
No oral interpretations will be made to any bidder as to the meaning of the contract documents. Requests for an interpretation shall be made through the City's OpenGov portal by the time and date noted for such in the Project's Timeline. Interpretations by the Agency will be in the form of addenda to the contract documents and, when issued, will be posted online on the City's OpenGov portal and will be available for public viewing. Agency makes no guarantee that all bidders will receive all addenda. All such addenda shall become part of the contract.

B1.05 SOIL INFORMATION
Not applicable.

B1.06 PROPOSAL
Proposals shall be made on the forms provided in the Bid Proposal section of these specifications with or without removal from the bound contract documents. All proposals shall give the prices proposed, shall give all other information requested herein, and shall be signed by the bidder or his/her authorized representative, with his/her address. If the proposal is made by an individual, his/her name, signature and mailing address must be shown; if made by firm or partnership, the name and mailing address of the firm or partnership and the signature of at least one of the general partners must be shown; if made by a corporation, the proposal shall show the name of the state under the laws of which the corporation is chartered, the name and mailing address of the corporation, and the name and title of the person who signs on behalf of the corporation. If the proposal is made by a corporation, a certified copy of the bylaws or resolution of the board of directors of the corporation shall be furnished demonstrating the authority of the officer signing the proposal to execute contracts on behalf of the corporation.

Each submittal shall use the forms provided. Bidders are warned against making erasures or alterations of any kind, and proposals which contain omissions, erasures or irregularities of any kind may be rejected.

No oral, telegraphic or telephonic proposals or modifications will be considered.

In conformance with the Business and Profession Code, § 7028.15, the Contractor must state clearly his/her license number and expiration date. In addition he/she shall sign a statement that these representations were made under the penalty of perjury. This statement shall be made on the EXPERIENCE STATEMENT provided in the Bid Proposal section of these specifications.

The contractor will be required to pay prevailing wage pursuant to California Law, including California Labor Code §§ 1770 et seq. Copies of the prevailing rate of per diem wages are on file at the offices of the Agency.

B1.07 ADDENDA
Each proposal shall include specific acknowledgment of all addenda issued during the bidding period.

This acknowledgment shall occur on the electronic submittal through the OpenGov portal. Failure to so acknowledge may result in the proposal being rejected as not responsive.

B1.08 BID PRICES
Bid prices shall include everything necessary for the completion of construction and fulfillment of the contract including, but not limited to, furnishing all materials, equipment, tools, plant and other facilities and all management, superintendence, labor and services, except as may be provided otherwise in the contract documents.

In preparing bid prices, bidder represents that he/she has carefully examined the Contract Documents and the site where the work is to be performed and that he/she has familiarized himself with all local conditions and federal, state and local laws, ordinances, rules, and regulations that may affect the performance of the work in any manner. The bidder further represents that he/she has studied all surveys and investigation reports about subsurface and physical conditions pertaining to the job site, that he/she has performed such additional surveys and investigations as he/she deems necessary to complete the work at his/her bid price, and that he/she has correlated the results of all such data with the requirements of the Contract Documents. The submittal of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, including locality, uncertainty of weather and all other contingencies, and as to the character, quality, quantities, and scope of the work.

The plans and specifications for the work show subsurface conditions or otherwise hidden conditions as the Design Engineer supposes or believes them to exist, but is not intended or to be inferred that the conditions as shown thereon constitute a representation that such conditions are actually existent. Except as otherwise specifically provided in the Contract Documents, the Agency, the Design Engineer and their consultants or agents shall not be liable for any loss sustained by the Contractor as a result of any variance of such conditions as shown on the plans and the actual conditions revealed during the progress of the work or otherwise.

The Contractor shall perform an independent take-off of the plans and bid accordingly. Quantities listed in the Bid Schedule are intended only as a guide for the Contractor as to the anticipated order of magnitude of work. Contractor shall be responsible for verifying all estimated quantities. Contractor will be reimbursed for the quantity of items actually installed as required by the Contract Documents and shown on the plans to neat line and grade.

The Contractor will not be reimbursed for unauthorized work performed outside of that required by the Contract Documents.

B1.09 TAXES
No mention shall be made in the proposal of sales tax, use tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.

B1.10 RECOGNITION OF BONDING COMPANIES
All bonding companies used by the Contractor in this contract must be recognized by the Federal Government within Circular 570. All proposals or contracts received that include bonds posted by bonding companies not recognized in Circular 570 will result in the disqualification of the bid proposal and forfeiture of the bid bond.

B1.11 QUALIFICATION OF BIDDERS
Each bidder shall be skilled and regularly engaged in the general class or type of work called for under the contract. A statement setting forth his/her experience shall be submitted by each bidder on the EXPERIENCE STATEMENT form provided in the Bid Proposal section.

Each bidder shall possess a valid Contractor’s License issued by the Contractor’s State License Board at the time his/her bid is submitted. The class of license shall be applicable to the work specified in the contract. Each bidder shall also have no less than five (5) years experience in the magnitude and character of the work bid.

It is the intention of the Agency to award a contract to a bidder who furnished satisfactory evidence that he/she has the requisite experience and ability, and that he/she has sufficient capital, facilities, and plant to enable him/her to prosecute the work successfully and properly, and to complete it within the time stated in the contract.

To determine the degree of responsibility to be credited to the bidder, the Agency will weigh any evidence that the bidder has performed satisfactorily other contracts of like nature, magnitude and comparable difficulty and comparable rates of progress. If in the opinion of the Agency, a bidder is determined to be insufficiently qualified, then that bidder will not be considered for award of the contract.

B1.12 DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS
Each proposal shall have listed on the DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS form provided in the Bid Proposal section. The name, address, and license number of each subcontractor to whom the bidder proposes to sublet portions of the work in excess of one-half percent of the total amount of his/her bid. For the purpose of this paragraph, a subcontractor is defined as one who contracts with the Contractor to furnish materials and labor, or labor only for the performance of work at the site of the work or who will specially fabricate a portion of the work off the site pursuant to detailed drawings in the contract documents.

Public Contract Code § 4104 requires all bidders to list subcontractors who will perform work in excess of ½% of the total bid, or in the case of streets and highways, ½% or $10,000, whichever is greater.

Public Contract Code § 6109 prohibits a contractor from performing work with a subcontractor who is debarred pursuant to Labor Code §§ 1777.1 or 1777.7.

B1.13 PROPOSAL GUARANTEE
The proposal shall be accompanied by a proposal guarantee, or a bid bond delivered to the Agency prior to the Bid date and time, Bid bonds shall be duly completed on the form provided herewith by a guarantee company authorized to carry on business in the State of California for payment to the Agency in the sum of at least 10% of the total amount of the bid proposal; alternatively, a certified or cashier’s check payable to the Agency, or cash, in the sum of at least 10% of the total amount of the bid proposal. shall be delivered. The amount payable to the Agency under the proposal guarantee or bid bond shall be forfeited to the Agency in case of failure or neglect of the bidder to furnish, execute and deliver to the Agency the required bonds, evidence of insurance and to enter into, execute and deliver to the Agency the agreement on the form provided herewith, within ten (10) days after being notified in writing by the Agency that the award has been made and the agreement is ready for execution.

B1.14 MODIFICATION OF PROPOSAL
A modification of a bid bond or bid proposal already received will be considered only if the modification is received before the due date and time of bids. All modifications shall be made within the electronic proposal and then resubmitted before the due date and time. After submittal, a bid may be "unsubmitted" and modified until the due date and time have passed. A modified bid must be resubmitted after modifications are complete or it will not be considered for award. Unsubmitting a bid without resubmitting shall be treated as if the contractor had submitted nothing at all.

B1.15 WITHDRAWAL OF PROPOSAL
A proposal may be withdrawn by clicking "Unsubmit". The proposal shall not be considered if unsubmitted and may be resubmitted prior to the due date and time. Proposals may not be withdrawn after the due date and time have passed without forfeiture of the proposal guarantee. The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.

B1.16 POSTPONEMENT OF BID OPENING
The Agency reserves the right to postpone the date and time for opening of bids at any time prior to the date and time announced in NOTICE INVITING SEALED BIDS.

B1.17 DISQUALIFICATION OF BIDDERS
If there is reason to believe that collusion exists among the bidders, none of the bids of the participants in such collusion will be considered. In the event that any bidder acting as a prime Contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime Contractor.

B1.18 REJECTION OF PROPOSALS
The Agency reserves the right to reject any and all proposals, to waive any irregularity, and to reject any proposals which are incomplete, obscure or irregular; any proposals which omit a bid on any one or more items on which bids are required; which omit unit prices if unit prices are required; in which unit prices are unbalanced in the opinion of the Agency; which are accompanied by insufficient or irregular bid security; or which are from bidders who have previously failed to perform properly or to timely complete contracts of any nature.

B1.19 AWARD OF CONTRACT
The Contract will be awarded, if at all, to the lowest responsible and responsive bidder, whose bid proposal is not rejected for cause by the Agency. However, until an award is made, the Agency reserves right will be reserved to reject any or all bids, and to waive technical errors or discrepancies, if to do so is deemed to best serve the interests of the Agency. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the bidder to whom it is proposed to make such an award.

Each bidder’s attention is directed to the possibility that the award of the project may be delayed for various reasons. The Agency reserves the right to delay the award of the project for 45 calendar days.

After 45 calendar days, the low bidder may at any time request release from its bid without penalty.

The acceptance of a proposal will be evidenced by a Notice of Award of Contract in writing, delivered by mail to the bidder whose proposal is accepted. No other act of the Agency shall constitute acceptance of a proposal. The award of contract shall obligate the bidder whose proposal is accepted to furnish a performance bond, payment bond and maintenance bond, as well as evidence of insurance and to execute the contract set forth herein.

B1.20 RETURN OF PROPOSAL GUARANTEES
Within ten (10) calendar days after the bids are opened, the Agency will release the proposal guarantees accompanying the proposals which are not to be considered in making the award. Proposal guarantees for the two lowest bidders will be held until the contract has been fully executed, after which they will be returned to the respective bidders.

B1.21 EXECUTION OF CONTRACT
The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds and evidence of insurance, within ten (10) calendar days after the notification of the contract award by the Agency in writing. In case of failure of the successful bidder to execute the contract agreement within ten (10) calendar days after such notice, or any subsequent extension approved by Agency, the Agency at its option may consider the bidder in default, in which case the bid bond or proposal guarantee accompanying the bid shall become the property of the Agency. After execution by the Agency, one original contract shall be returned to the Contractor.

B1.22 FLEXIBILITY OF BID SCHEDULE
It is the intent of the Agency to award a contract to the lowest responsible and responsive bidder and the flexibility shown in the bid schedule is necessary to ensure a project within the Agency’s budget limits and constraints.

B1.23 FEDERAL REQUIREMENTS
If federal requirements are applicable, see federal requirements attachment for additional contract requirements incorporated into the agreement.

SCOPE OF WORK
SCOPE
The project consists of pavement maintenance work on South Main Street from Lakeport Boulevard to 1st Street and digouts on North Main Street from 7th to 9th (Bid Alternate). The work includes cold planing, pavement repairs under the mill, leveling course, pavement reinforcing mat, and HMA surfacing, protecting and adjusting utilities, pavement markings, RRFB pedestrian warning signs, and all other necessary work to complete the project per the contract plans and special provisions.

STANDARD SPECIFICATIONS

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA
INCORPORATION OF GREENBOOK. The latest edition of the Standard Specifications for Public Works Construction (“SSPWC” or “Greenbook”) shall be incorporated by reference into these Standard Specifications as if fully replicated herein. These Standard Specification shall be supplemented, amended, or replaced by the Special Provision contained in Sections E and F hereinbelow. To the extent that anything in the Special Provisions conflicts with the terms or requirements of the SSPWC, the Special Provisions shall control.

SPECIAL PROVISIONS SECTION 1 - GENERAL
SPECIAL PROVISIONS - PART 1
The following provisions supplement, amend, or replaced the requirements of the Standard Specifications for Public Works Construction ("SSPWC" or "Greenbook"). The section and paragraph numbering reflects the same as the Greenbook. To the extent that anything in these Special Provisions conflicts with the terms or requirements of the SSPWC, these Special Provisions shall control. 1-1 TERMS
Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-2 DEFINITIONS
Acceptance - The AGENCY’s formal written acceptance of a project that has been completed in all respects in accordance with the plans and specifications and any modifications thereof.

Addendum - Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids.

AGENCY - The City of Lakeport.

Agent - Shall include persons and companies, other than the CONTRACTOR, retained by the City to perform design and construction services in relation to the Work.

Agreement – See Contract.

Base - A layer of specified material of planned thickness placed immediately below the pavement or surfacing.

Bid - The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work.

Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative.

Board - The officer or body constituting the awarding authority of the AGENCY. The City Council.

Bond - Bid, performance, and payment bond or other instrument of security.

Cash Contract - A Contract financed by means other than special assessments.

Change Order - A written order to the CONTRACTOR signed by the AGENCY directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the CONTRACTOR.

City - The City of Lakeport, California, as the AGENCY and Owner.

City Council - City Council of the City of Lakeport, California.

Code - The terms Government Code, Labor Code, etc., refer to codes of the State of California.

Construction Manager - Persons and/or company retained by the City to perform construction management services.

Contract - The written agreement between the AGENCY and the CONTRACTOR covering the Work.

Contract Documents - Including, but not limited to: the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the general conditions, permits from other agencies, the Special Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract.

CONTRACTOR - The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the AGENCY to perform the Work. In the case of work being done under permit issues by the AGENCY, the permittee shall be construed to be the CONTRACTOR. The term “prime CONTRACTOR” shall mean CONTRACTOR.

Contract Price - The total amount of money for which the Contract is awarded.

Contract Unit Price - The amount stated in the Bid for a single unit of an item of work.

County Sealer - The Sealer of Weights and Measures of the county in which the Contract is let.

Days - Days shall mean consecutive calendar’s days unless otherwise specified.

Design Engineer - Persons and/or company retained by the City to perform engineering design services.

Due Notice - A written notification, provided in due time, of a proposed action, where the contract requires such notification within a specified time (usually 48 hours or two working days) prior to the commencement of the contemplated action.

Electrolier - Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc.

Engineer - The City Engineer of the City of Lakeport, or his/her authorized representative.

Geotechnical Engineer - Person licensed to practice Soils Engineering or Geotechnical Engineering pursuant to the laws of the State of California and retained by the AGENCY during construction.

Geotextile - Synthetic fiber used in civil engineering applications, serving the primary functions of separation and filtration.

House Connection Sewer - A sewer, within a public street or right-of-way, proposed to connect any parcel, lot or part of a lot with a mainline sewer.

House Sewer - A sewer, wholly within private property, proposed to connect any building to a house connection sewer.

Luminaire - The lamp housing including the optical and socket assembles (and ballast if so specified).

Luminaire Arm - The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire.

Modification - Includes Change Orders and Supplemental Agreements. A Modification may only be issued after the effective date of the Contract.

Notice of Award - The written notice by the AGENCY to the successful Bidder stating that upon compliance by it with the required conditions, the AGENCY will execute the Contract.

Notice to Proceed - A written notice given by the AGENCY to the CONTRACTOR fixing the date on which the Contract time will start.

Person - Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity.

Plans - The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work.

Private Contract - Work subject to AGENCY inspection, control, and approval, involving private funds, not administered by the AGENCY.

Prompt - The briefest interval of time required for a considered reply, including time required for approval by a governing body.

Proposal - See Bid.

Reference Specifications - Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date.

Roadway - The portion of a street reserved for vehicular use.

Service Connection - Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer.

Sewer - Any conduit intended for the reception and transfer of sewage and fluid industrial waste.

Special Provisions - Additions and revisions to the Standard Specifications setting for the conditions and requirements peculiar to the Work.

Specifications - Standard Specifications, Reference Specifications, Special Provisions, and specifications in Supplemental Agreements between the CONTRACTOR and the Board.

Standard - The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc.

Standard Plans - “Standard Plans for Public Works Construction” or “SSPWC” – Latest edition of the Southern California Chapter of the American Public Works Association.

State Standard Specifications (“SSS”) - Standard Specifications prepared by the State of California, Business and Transportation Agency, Department of Transportation.

State Standard Plans (“SSP”) - Standard Plans prepared by State of California, Business and Transportation Agency, Department of Transportation.

State - State of California.

Storm Drain - Any conduit and appurtenances intended for the reception and transfer of storm water.

Street - Any road, highway, parkway, freeway, alley, walk, or way.

Subbase - A layer of specified materials of planned thickness between a base and the subgrade.

Subcontractor - An individual, firm, or corporation having a direct contract with the CONTRACTOR or with any other Subcontractor for the performance of a part of the Work.

Subgrade - For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other materials is placed. For structures, the soil prepared to support a structure.

Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the AGENCY in becoming a party to the Contract. Except as specifically stated herein, supervision by the AGENCY shall not mean active and direct superintendence of details of the Work.

Supplemental Agreement – A written amendment of the Contract Documents signed by both parties.

Surety – Any individual, firm, or corporation, bound with and for the CONTRACTOR for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred.

Tonne – Also referred to as “metric ton” — Represents a unit of measure in the International System of Units equal to 1,000 kilograms.

Utility – Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement.

Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services.

Working Days – Any days, except: (1) Saturdays, Sundays, legal holidays on which Lakeport City Hall is closed for business; (2) days when work is suspended by the Engineer for reasons unrelated to the performance of the CONTRACTOR, and provided in Subsections 6-3 and 6-3.1; and (3) days determined to be non-working in accordance with Section 6-6 "Suspension of Work" of the Standard Specifications. 1-3 ABBREVIATIONS
1-3.1 Common Usage Terms. These Standard Specifications incorporate by reference the list of common usage terms in the edition of the “Standard Plans for Public Works Construction” with the following additions:

ARAM - Asphalt Rubber Aggregate Membrane
ARHM - Asphalt Rubber Hot Mix

1-3.3 Institutions. These Standard Specifications incorporate by reference the list of commonly used institution terms in the edition of the “Standard Plans for Public Works Construction” (aka the Greenbook) with the following additions:

ACI American Concrete Institute
AGCA Associated General CONTRACTORs of America
APWA American Public Works Association
ASME American Society of Mechanical Engineers
CRSI Concrete Reinforcing Steel Institute
CSI Construction Specifications Institute
IEEE Institute of Electric and Electronic Engineers
NFPA National Fire Protection Association
SSS State of California Standard Specifications, latest edition, Department of Transportation SSP State of California Standard Plans, latest edition, Department of Transportation.

SSPWC Standard Specifications for Public Works Construction NEMA National Electrical Manufacturers Association
1-4 UNITS OF MEASURE
1-4.1 General.

When U.S Standard Measures are not included in parenthesis, then the SI units shall control. 1-7 AWARD AND EXECUTION OF CONTRCT
1-7.0 Investigation of Site Conditions. Prior to submittal of the bid, Bidders must visit the site of work and complete their own investigations to satisfy themselves as to the existing conditions affecting the work to be done under these specifications. If the bidder chooses not to visit the site or conduct investigations, he will, nevertheless, be charged with the knowledge of conditions which reasonable inspection and investigation would have disclosed.

After the project is awarded, the CONTRACTOR shall carefully study and compare the Contract Documents with each other and with information available to the CONTRACTOR and furnished by the Owner and shall immediately notify the Engineer of errors, inconsistencies or omissions discovered. If the CONTRACTOR performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Engineer, the CONTRACTOR shall assume appropriate responsibility for such performance and may assume responsibility for the full costs for correction.

The CONTRACTOR shall make field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the CONTRACTOR with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the Engineer immediately.

When existing conditions are encountered which, in the opinion of the Engineer, require temporary suspension of work for design modifications or for other determinations to be made, the CONTRACTOR shall move to other areas of work until such determinations are made at no cost to the City. No additional compensation will be allowed by reason of such temporary suspension of work, or modifications to work, except as noted in Section 3 of the Standard Specifications and these Special Provisions (“Control of the Work”) for specific items of work not included in the bid. Appropriate extension of item for completion may be allowed where justification in the opinion of the Engineer.

1-7.1 General.

The AGENCY reserves the right to reject any or all proposals.

The Contract will be awarded, if at all, to the lowest responsible and responsive Bidder determined as provided on the Proposal Form, whose proposal complies with all the requirements prescribed. Such award, if made, will be made within the number of days stated in the proposal form. Refusal or failure to deliver the executed contract, bonds, or insurance in the form provided in the Contract and approved by the AGENCY’s attorney within the time provided herein shall be cause, at the AGENCY’s option, for the annulment of the award and forfeiture of the bid security. In such event, the AGENCY may successively award the Contract to the next lowest responsible and responsive Bidder until a properly executed Contract, bonds, and insurance is obtained, or it may at any time reject all remaining bids and proceed as provided by law. The refusal or failure of a successive lowest responsible and responsive Bidder to execute the Contract may, at the AGENCY’s option, result in an annulment of the award to that Bidder and the forfeiture of that Bidder’s bid security. The periods of time specified above within which the award of the Contract may be made shall be subject to extension for such further period as may be agreed upon in writing between the AGENCY and the concerned Bidder.

The AGENCY reserves the right to waive any irregularities.

Within ten (10) calendar days after the date of the Notice of Award, the CONTRACTOR shall execute and return the following contract documents to the AGENCY:

Contract Agreement (in duplicate)
Faithful Performance Bond (in duplicate)
Maintenance Bond (in duplicate)
Payment Bond (in duplicate)
Public Liability and Property Damage Insurance Certificate (two original) Additionally Insured Endorsement
Workers’ Compensation Insurance Certificate (two original) A corporation to which an award is made may be required, before the Contract agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and that the officers signing the contract and bonds for the corporation have the authority to do so.

1-7.2 Contract Bonds.

The PAYMENT BOND shall remain in force until thirty-five (35) calendar days after the date of recordation of the Notice of Completion. The FAITHFUL PERFORMANCE BOND shall remain in force until the date of recordation of the Notice of Completion. The MAINTENANCE BOND shall remain in force until one (1) year after the date of recordation of the Notice of Completion.

All bonds must be accompanied by a Power of Attorney.
1-8 STATE AND FEDERAL REQUIREMENTS.

The CONTRACTOR shall comply with all State and Federal requirements described on Exhibit A of Attachment A-Sample Articles of Agreement.

SPECIAL PROVISIONS SECTION 2 - SCOPE OF THE WORK
2-1 WORK TO BE DONE
Any plan or method of work suggested by the AGENCY or the Engineer to the CONTRACTOR but not specified or required, if adopted or followed by the CONTRACTOR in whole or in part, shall be used at the risk and responsibility of the CONTRACTOR; and the AGENCY and the Engineer shall assume no responsibility therefore and in no way be held liable for any defects in the work which may result from or be caused by use of such plan or method of work.
2-3 RIGHT-OF-WAY
Rights-of-way, easements, or rights-of-entry for the Work will be provided by the AGENCY. Unless otherwise provided, the CONTRACTOR shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The CONTRACTOR shall fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their representative subsidiaries, affiliates, members, director, officer, employees and agents, including parties that AGENCY contracts with (including other governmental agencies such as the California Department of Transportation) (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with these actions.

When the CONTRACTOR arranges for additional work areas and facilities temporarily required by him/her, he/she shall provide the AGENCY with proof that the additional work areas and/or facilities have been left in a condition satisfactory to the owner(s) of said work areas and/or facilities prior to acceptance of the work.
2-5 CONTRACTOR'S EQUIPMENT AND FACILITIES
2-5.1 General.

The CONTRACTOR shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws.

A noise level limit of 85 dba at a distance of fifty (50) feet shall apply to all construction equipment on or related to the job, whether owned by the CONTRACTOR or not. The use of excessively loud warning signals shall be avoided except in those cases where required for the protection of personnel.

The CONTRACTOR shall arrange and maintain a secure storage site for all equipment and materials. All equipment and unused materials shall be returned to this site at the end of each workday.

SPECIAL PROVISIONS SECTION 3 - CONTROL OF THE WORK
3-3 SUBCONTRACORS
3-3.1 General. Each Bidder shall comply with the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information:

The Bidder shall set forth in the Bid, as provided in 4104:
“(a) The name and location of the place of business, the California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render service to the prime CONTRACTOR in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime CONTRACTOR, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime CONTRACTOR’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime CONTRACTOR’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime CONTRACTOR shall list only one subcontractor for each such portion as is defined by the prime CONTRACTOR in his bid.”
Subcontracting of more than one-half of one percent of the work for which no Subcontractor was designated in the original Bid will be allowed only in cases of public emergency or necessity and only after the Engineer makes a written finding of circumstances constituting public emergency or necessity.

The CONTRACTOR must obtain written consent of the City Council to substitute a Subcontractor designated in the original Bid, to permit any subcontract to be assigned or transferred, or to otherwise allow a subcontract to be performed by anyone other than the originally designated Subcontractor.

A violation of any of the above provisions will be considered a violation of the Contract, and the City may cancel the Contract and collect appropriate damages or assess the CONTRACTOR a penalty of not more than ten (10) percent of the subcontract involved.

If subcontracted work is not being performed in a satisfactory manner, the City will notify the CONTRACTOR of the need to take corrective action and the Engineer may report the facts to the City Council. Upon order by City Council and the CONTRACTOR’s receipt of written instructions from the Engineer, the Subcontractor shall immediately be removed from the Work and may not again be employed on the Work.
3-3.2 Additional Responsibility. The CONTRACTOR shall perform, with its own organization, Contract work amounting to at least 30 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the CONTRACTOR with its own organization. “Specialty Items” will be identified by the AGENCY in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the CONTRACTOR, and subject to approval by the Engineer. 3-3.3 Status of Subcontractors. All persons engaged in the Work, including Subcontractors and their employees, will be considered employees of the CONTRACTOR. The CONTRACTOR will be held responsible for their work. The AGENCY will deal directly and solely with the CONTRACTOR and make all payments to the CONTRACTOR.
3-4 AUTHORITY OF COUNCIL AND THE ENGINEER
The Council has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The CONTRACTOR shall promptly comply with instructions from the Engineer or an authorized representative.

The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of materials, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Council.
3-7 CONTRACT DOCUMENTS
3-7.1 General.

The CONTRACTOR shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid.

Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the CONTRACTOR.

The CONTRACTOR shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer.

All final locations determined in the field, and any deviations from the Plans and Specification, shall be marked in red on the documents to show the as-built conditions. CONTRACTOR shall maintain a complete and accurate record of all changes of construction from that shown in these plans and specifications for the purpose of providing a basis for construction record drawings. No changes shall be made without prior written approval of the Engineer. Upon completion of the Project, CONTRACTOR shall deliver this record of all construction changes to the Engineer along with a letter which declares that other than these noted changes “the Project was constructed in conformance with the Contract Documents.” Final payment will not be made until this requirement is met.

As the figured dimensions shown on the drawings and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions shall be followed in preference to the scaled dimensions, and drawings to a large scale shall be followed in preference to the drawings to a small scale. Should it appear that the work to be performed, or any related matter, are not sufficiently detailed or explained in the Contract documents, the CONTRACTOR shall apply to the Engineer for such further explanations as necessary, and shall conform to such further explanations provided by the Engineer as part of the Contract to the extent that it is consistent with the terms of the Contract.

Caution: The engineer preparing these plans will not be responsible or liable for unauthorized changes to or uses of these plans. All changes to the plans must be approved in writing by the Engineer. (a) Records of Construction Changes / As-Builts. CONTRACTOR shall maintain a complete and accurate record of all changes of construction from that shown in these Plans and Specifications for the purpose of providing a basis for construction record drawings. No changes shall be made without prior written approval of the City Engineer.

Upon completion of the Project, CONTRACTOR shall deliver this record of all construction changes to the Engineer along with a letter which declares that other than these noted changes that Project was constructed in conformance with the Contract Documents.

Caution: The engineer preparing these Plans will not be responsible for, or liable for, unauthorized changes to or uses of these Plans. All changes to the Plans must be approved in writing by City Engineer.

3-7.2 Precedence of Contract Documents.

If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The order of precedence, from highest to lowest, shall be as follows:

1. Permits issued by jurisdictional regulatory agencies.

2. Change Orders and/or Supplemental Agreements; whichever occurs last.

3. Contract/Agreement

4. Addenda.

5. Bid/Proposal.

6. Special Provisions.

7. Plans.

8. Notice Inviting Bids

9. Instructions to Bidders

10. Standard Plans.

11. Standard Specifications.

12. Reference Specifications.

Detail drawings take precedence over general drawings.
3-8 SUBMITTALS
3-8.2 Working Drawings.

Not applicable

3-8.3 Shop Drawings.

Not applicable
3-10 SURVEYING
3-10.1 General. The CONTRACTOR will provide all necessary construction surveying, staking or markings for locating the limits of construction and shall comply with the provisions these Standard Specifications. The CONTRACTOR shall bear all costs for restaking or marking.

Construction surveys shall be done only under the direction of the Engineer by a Registered (licensed) Land Surveyor or a Registered Civil Engineer authorized to practice land surveying within the state. The AGENCY will provide available record map information.

The CONTRACTOR and his surveyor shall provide the Engineer with a copy of the constructing staking field notes used to construct the improvements. In addition the CONTRACTOR shall also prove a plot of the improvements to be constructed based on the surveyor’s construction staking and markings prior to the installation of the improvements. The plot shall be the same scale as the improvement plans.

3-10.2 Permanent Survey Markers. The CONTRACTOR shall notify the Engineer, or the owner on a Private Contract, at least 7 days before starting work to allow for the preservation of survey monuments, lot stakes (tagged), and bench marks.

The CONTRACTOR shall protect existing survey monuments, if any exist within the work limits, during the entire project. Asphalt overlaying of existing survey monuments in the roadway will not be permitted.

In the event a surveyed monument lies within an area to be cold planed, removed or reconstructed, the CONTRACTOR shall immediately notify the AGENCY’s representative and protect said monument until the monument is relocated.

The CONTRACTOR shall reestablish destroyed survey monuments at the CONTRACTOR’s expense.

The Engineer, or the owner at its cost, shall file a Corner Record Form referencing survey monuments subject to disturbance in the Office of the County Surveyor prior to the start of construction and also prior to the completion of construction for the replacement of survey monuments. The CONTRACTOR shall not disturb survey monuments, lot stakes (tagged), or bench marks without the consent of the Engineer or the owner on Private Contracts. The CONTRACTOR shall bear the expense of replacing any that may be disturbed without permission. Replacement shall be done only under the direction of the Engineer by Registered (licensed) Licensed Land Surveyor or a Registered Civil Engineer authorized to practice land surveying within the state.

When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the CONTRACTOR shall adjust the monument cover to the new grade within 7 days of finished paving unless otherwise specified.

3-12 WORK SITE MAINTENANCE
3-12.1 General.

The CONTRACTOR shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods.

Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the CONTRACTOR’s Bid.

Excess excavated material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping.

3-12.1.1 Vermin Control.

At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the CONTRACTOR as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The CONTRACTOR shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations.

3-12.3 Noise Control.

3-12.6.3 Storm Water Pollution Prevention Plan (SWPPP).

CONTRACTOR shall submit to the engineer a completed and signed SWPPP at the preconstruction conference. The plan may utilize the practices recommended in the latest edition of the California Storm Water Best Management Practices Handbook, available from California Stormwater Quality Association (CSQA), and online at http://www.cabmphandbooks.net/ . The plan shall be consistent with the construction General Permit, issued by the State Water Resources, Control Board, through submittal of the Notice of Intent (NOI).

If construction will occur between October 1 and April 15 (considered as the rainy season), a wet weather erosion control plan must be submitted. Additionally, Best Management Practices (BMPs) implemented during the AGENCY’s rainy season shall include but not be limited to those appropriate for wet weather conditions.
(a) Storm Water Pollution Prevention Measures. All storm water pollution prevention measures shall be in accordance with the submitted SWPPP. In the event circumstances during the course of construction require changes to the original SWPPP, a revised plan shall be promptly submitted to the AGENCY’s representative in each instance. No responsibility shall accrue to the AGENCY as a result of the plan or as a result of knowledge of the plan. All work installed by the CONTRACTOR in connection with the SWPPP but not specified to become a permanent part of the project shall be removed and the site restored in so far as practical to its original condition prior to completion of construction or when directed by the AGENCY’s representative.
(b) Storm Water Pollution Prevention – Measurement And Payment. Unless otherwise indicated in the Special Provisions, measurement and payment for Storm Water Pollution Prevention Measures, as described herein, shall be included in the items of Work requiring storm water pollution prevention measures as indicated in the project Special Provisions. Such payment shall be considered full compensation for all labor, materials, tools, and equipment for completion, and implementation and compliance with the SWPPP.
3-13 COMPLETION, ACCEPTANCE, AND WARRANTY
3-13.1 Completion.

The Work will be inspected by the Engineer for acceptance upon receipt of the CONTRACTOR’s written assertion that the Work has been completed.

3-13.3 Warranty.

All work shall be warranted by the CONTRACTOR against defective workmanship and materials for a period of 1 year from the date the Work was completed. The CONTRACTOR shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the CONTRACTOR fails to make such replacement or repairs within the time specified in the notice, the AGENCY may perform this work and the CONTRACTOR’s sureties shall be liable for the cost thereof.

SPECIAL PROVISIONS SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL
Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications.

The CONTRACTOR and all subcontractors, suppliers, and vendors, shall guarantee that the entire Work will meet all requirements of this Contract as to the quality of materials, equipment, and workmanship.

The CONTRACTOR, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion. Within this one year period, the CONTRACTOR shall also restore to full compliance with the requirements of this Contract any portion of the Work which is found not to meet those requirements. The CONTRACTOR shall defend, indemnify, and hold the AGENCY, its officers, agents, and employees harmless from claims of any kind due to injuries or damages arising, directly or indirectly, from said defects or noncompliance.

The CONTRACTOR shall make all repairs, replacements, and restorations within thirty-five (35) days after the date of the Engineer’s written notice.

If, in the opinion of the Engineer, the defective work is not of sufficient magnitude or importance to make the work dangerous or undesirable, or if, in the opinion of the Engineer, the removal of such work is impractical or will create conditions which are dangerous or undesirable, the AGENCY shall have the right and authority to retain such work instead of requiring it to be removed and reconstructed, but will make such deductions thereof in the payments due or to become due to the CONTRACTOR as the AGENCY may deem just and reasonable.

4-1.2 Protection of Work and Materials. The CONTRACTOR shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The CONTRACTOR shall also adequately protect new and existing work and all items of equipment for the duration of the Contract.

The CONTRACTOR shall not, without the AGENCY’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract.
4-1.3 Inspection Requirements.
4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations.

Steel pipe in sizes less than 450 mm (18 inches) and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the specifications, subject to sampling and testing by the AGENCY. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section.
4-1.3.2 Inspection of Materials Not Locally Produced. When the CONTRACTOR intends to purchase materials, fabricated products, or equipment from sources located more than 80 km (50 miles) outside the geographical limits of the AGENCY, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the CONTRACTOR at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The CONTRACTOR shall forward reports required by the Engineer. No materials or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the CONTRACTOR of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the AGENCY. The AGENCY will provide all inspection and testing laboratory services within 80 km (50 miles) of the geographical limits of the AGENCY. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Materials. Before incorporation in the Work, the CONTRACTOR shall submit samples of materials, as the Engineer may require, at no cost to the AGENCY. The CONTRACTOR, at tis expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Except as elsewhere specified, the AGENCY will bear the cost of testing material and/or workmanship which meet or exceed the requirements indicated in the Standard Specifications and the Special Provisions. The CONTRACTOR shall bear the cost of all other tests, including the retesting of material or workmanship that fails to pass the first test.

The CONTRACTOR shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material.

If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the CONTRACTOR’s responsibility to renotify the Engineer when samples which are representative may be obtained.

There will be inspection of this project to ensure strict adherence to these specifications. During the course of work, CONTRACTOR shall be responsible for calling the Project Engineer for testing and inspection (48) hours in advance. Work not properly tested and inspected will be subject to rejection.

Any work done in unauthorized areas or in a manner unacceptable to the inspector may not be accepted and/or paid for.
4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements.

Materials test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The CONTRACTOR may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified.

Adequate time shall be allowed for the Engineer to make this determination.

Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The CONTRACTOR may offer any material, process, or equipment considered to be equivalent to that indicated. Approval of equipment and materials offered as equivalents to those specified must be obtained prior to the opening of bids as set forth in the Instructions to Bidders.

The CONTRACTOR shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The CONTRACTOR shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function.

Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer.

If a substitute offered by the CONTRACTOR is not found to be equal to the specified material, the CONTRACTOR shall furnish and install the specified material.

The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section.

Along with information supplied by the CONTRACTOR regarding equivalency of the proposed item, the CONTRACTOR shall clearly identify all deviations from the specified item. Deviations discovered by the Engineer after acceptance of an “or equal” item which were not identified by the CONTRACTOR with his/her submittal shall be cause for rejection of the “or equal” item. CONTRACTOR shall be due no additional compensation in time or money for acceptance or rejection of a proposed “or equal” item and subsequent replacement with the item specified. CONTRACTOR shall pay cost to AGENCY for items requiring more than two submittals and analysis of any shop drawing which requires more than a general review of an “or equal” item.
4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County.

The accuracy of the work of a scale service AGENCY, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the AGENCY.

All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch.
4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing AGENCY acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer.
4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the AGENCY and the CONTRACTOR will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the AGENCY and the CONTRACTOR, the contradiction shall be considered resolved and the cooperative investigation concluded.

Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the AGENCY and the CONTRACTOR will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the AGENCY and the CONTRACTOR shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the court proposed engineers in a blind draw.

The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion.

Once started, the resolution process by committee shall continue to full conclusion unless:

1. Within 7 days of the formation of the committee, the AGENCY and the CONTRACTOR reach an acceptable resolution mechanism; or

2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or

3. At any point by the mutual agreement of the AGENCY and the CONTRACTOR.

Unless otherwise agreed, the CONTRACTOR shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the AGENCY or the CONTRACTOR, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded.
4-2 PROTECTION
The CONTRACTOR shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property.

The CONTRACTOR shall relocate, repair, replace or reestablish all existing improvements within the project limits (e.g., curbs, sidewalks, catch basins, catch basin screens, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, survey monuments, landscaping, etc.) that are damaged or removed as a result of the CONTRACTOR’s operations or as required by the plans and specifications.

All existing improvements, either within the right-of-way or not, including irrigation lines that are damaged by actions of the CONTRACTOR, shall be restored by the CONTRACTOR to their original or better condition at the CONTRACTOR’s expense.

The CONTRACTOR shall mark, as approved by the Engineer, all survey monuments, manholes, valves, substructures, or other items that are visible on the surface and will be covered by his operations. This shall be completed prior to the start of that operation and approved by the Engineer.

Existing traffic striping, pavement markings, and curb markings shall also be considered as existing improvements and the CONTRACTOR shall repaint or replace, at the CONTRACTOR’s expense, such striping or markings (except for traffic striping and pavement markings within the limits of the Work) if damaged or if their reflectivity is reduced due to construction operations.

All restoration of existing improvements must occur within the construction completion date, unless directed otherwise by the Engineer.

Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with the Contract Documents.

Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to CONTRACTOR’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch.

The CONTRACTOR shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-ofway which are designated for removal and would be destroyed because of the Work.

All costs to the CONTRACTOR for protecting, removing, restoring, relocating, repairing, replacing, or reestablishing existing improvements shall be the responsibility of the CONTRACTOR. 4-3 INSPECTION
4-3.1 General.

The following special items of equipment are subject to inspection at the source:

Not applicable
4-4 TESTING
Contractor is responsible for QC as stated in Technical Specification.

Work not properly tested and inspected will be subject to rejection. 4-6 TRADE NAMES
Along with information supplied by the CONTRACTOR regarding equivalency of the proposed item, the CONTRACTOR shall clearly identify all deviations from the specified item. Deviations discovered by the Engineer after acceptance of an “or equal” item which were not identified by the CONTRACTOR with his/her submittal shall be cause for rejection of the “or equal” item. CONTRACTOR shall be due no additional compensation in time or money for acceptance or rejection of a proposed “or equal” item and subsequent replacement with the item specified. CONTRACTOR shall pay cost to AGENCY for items requiring more than two submittals and analysis of any shop drawing which requires more than a general review of an “or equal” item.
4-9 CONSTRUCTION MATERIALS DISPUTE RESOLUTION (SOILS, ROCK MATERIALS,

CONCRETE, MORTAR AND RELATED MATERIALS, MASONRY MATERIALS,

BITUMINOUS MATERIALS, ROCK PRODUCTS, AND MODIFIED ASPHALTS) In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the AGENCY and the CONTRACTOR will initiate, an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the AGENCY and the CONTRACTOR, the contradiction shall be considered resolved and the cooperative investigation concluded.

Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the AGENCY and the CONTRACTOR will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the AGENCY and the CONTRACTOR shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the court proposed engineers in a blind draw.

The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion.

Once started, the resolution process by committee shall continue to full conclusion unless:

1. Within 7 days of the formation of the committee, the AGENCY and the CONTRACTOR reach an acceptable resolution mechanism; or

2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or

3. At any point by the mutual agreement of the AGENCY and the CONTRACTOR.

Unless otherwise agreed, the CONTRACTOR shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the AGENCY or the CONTRACTOR, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded.

SPECIAL PROVISIONS SECTION 5 - LEGAL RELATIONS AND RESPONSBILITIES 5-2 SPECIAL NOTICES
5-2.1 Mandatory Notification Prior To Excavation. The CONTRACTOR’s attention is direct to Section 4215.5 through 4217 of the Government Code of the State of California. This requires that two (2) working days prior to commencing any excavation “Underground Service Alert of Northern California” (USA) shall be notified by phone, toll free 1-800-227-2600, for the assignment of an Inquiry Identification Number.

Construction CONTRACTOR shall contact all utility companies at least five (5) working days prior to commencing work and shall verify the location of any known utilities and determine whether or not a representative of each company will be present during excavation.

The known public utilities contacts are:

City of Lakeport Municipal Sewer District No. 1 – sewer and storm drain City of Lakeport – water
PG&E – gas and electric
AT&T – telephone and fiber optic
Mediacom Broadband – cable and fiber optic
The CONTRACTOR shall coordinate construction with public utility relocation activities.

The existing subsurface utilities shown have been indicated, based on the best available record information. However, to avoid or resolve any interference problems between these existing utilities and the proposed work, the CONTRACTOR shall field verify the vertical and horizontal locations of all utilities, such as water lines and water services, electronic conduits, telephone and television cable, storm drain facilities, and all other facilities and obstructions prior to beginning any excavations. If conflicts exist, revised grades and/or alignments may be established, if required. Such field verification shall require exposing these utilities prior to the start of construction.

Special reference is hereby made to Section 4-2, “Protection,” of the Standard Specifications with respect to the protection, repair, and replacement of existing subsurface utilities.

Additionally, the CONTRACTOR shall also notify the following local entities of his/her schedule fourteen (14) days prior to commencing work, including local refuse collectors, street sweepers, the Post Office, Public Schools, and Bus Companies:

City of Lakeport Police and Fire Department
City of Lakeport Public Works Department
Lakeport Fire District
Lakeport Unified School District
Lake County Transit
No excavation shall commence unless the CONTRACTOR has obtained the USA Inquiry Identification Number.

5-2.2 Accuracy of Utilities Information. The locations of known existing major utilities, whether above ground or underground, are indicated on the plans. Information and data reflected in the Contract Documents with respect to underground and above ground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the owners of such utilities, and the City does not assume responsibility for the accuracy or completeness thereof. The CONTRACTOR shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary.

The CONTRACTOR shall be responsible for determining the location and depth of all underground facilities, including service connections, which may affect or be affected by his/her operations, and he/she shall include the cost to pothole all utilities within the limits of work in his/her bid. If an existing utility line, which has been marked by Underground Service Alert or is shown on the plans, is damaged by the CONTRACTOR, the CONTRACTOR shall repair the line and bear the cost thereof.

CONTRACTOR shall be aware that electrical conduits between street and traffic lights may exist beneath pavement and/or sidewalk in areas where such lights are in place and that said conduits are not shown on these plans.

In the event that the CONTRACTOR damages any existing utility lines that are not shown, shown incorrectly or the locations of which are not made known to the CONTRACTOR prior to excavation, a telephone call and written report shall be made immediately to the Utility owner, the Engineer, and to the City. If directed by the City, the CONTRACTOR shall make repairs under the provisions for changes and extra work contained in 2-7 CHANGES INITIATED BY THE AGENCY of the Standard Specifications.
5-4 INSURANCE
5-4.1 General.

CONTRACTOR and AGENCY agree that AGENCY, its employees, agents and officials should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys fees, litigation costs, defense costs, court costs or any other cost arising out of or in any way related to the performance of this Agreement, which includes but is not limited to, contracts with other governmental agencies such as the California Department of Transportation, which are necessary for the AGENCY to enact this Agreement or from contracts with other parties or governmental agencies, which are necessary for the AGENCY to enact this Agreement.

CONTRACTOR acknowledges that its obligation pursuant to this section extends to liability attributable to AGENCY, if that liability is less than the sole fault of AGENCY. CONTRACTOR has no obligation under this Agreement for liability proven in a court of competent jurisdiction or by written agreement between the parties to be the sole fault of AGENCY.

The obligations of CONTRACTOR under this or any other provision of this Agreement will not be limited by the provisions of any workers compensation act or similar act. CONTRACTOR expressly waives its statutory immunity under such statutes or laws as to AGENCY, its employees, agents and officials.

CONTRACTOR agrees to obtain executed indemnity agreements with provisions identical to those as set forth here in this section from each and every subcontractor, sub-tier CONTRACTOR or any other person or entity involved by, for, with or on behalf of CONTRACTOR in the performance or subject matter of this Agreement. In the event CONTRACTOR fails to obtain such indemnity obligations from others as required here, CONTRACTOR agrees to be fully responsible according to the terms of this section.

Failure of AGENCY to monitor compliance with these requirements imposes no additional obligations on AGENCY and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend AGENCY as set forth herein is binding on the successors, assigns or heirs of CONTRACTOR and shall survive the termination of this Agreement or this section.

CONTRACTOR agrees to provide insurance in accordance with the requirements as set forth here. If CONTRACTOR uses existing coverage to comply with these requirements and that coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement, or endorse the existing coverage to do so. The following coverages will be provided by CONTRACTOR and maintained on behalf of AGENCY and in accordance with the requirements set forth herein. Insurance limits are as follows:

Commercial General Liability/ Umbrella Insurance - $2 million per occurrence $4 million aggregate Business Auto/ Umbrella Insurance - $2 million

SPECIAL PROVISIONS SECTION 6 - PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
6-1.1 Pre-Construction Meeting And Submittal. A pre-construction meeting will be conducted by the City prior to commencement of construction at a time and place designated by the City. Those attending the meeting shall include, but not be limited to, the following:
a. The CONTRACTORs representative(s)
b. Sub-CONTRACTORs representative(s), if needed
c. City of Lakeport Director of Public Works
d. City of Lakeport Project Manager
e. The Design Engineers
f. The Construction Engineers
g. The affected utility companies representatives
h. City of Lakeport Public Works Inspectors
i. Caltrans’ inspector and/or representative(s) if applicable One week prior to this meeting the CONTRACTOR shall submit the following:

1. Construction Schedule

2. Traffic Control Plan

3. Emergency Contact List

4. List of Subcontractors

5. Storm Water Pollution Prevention Plan (SWPPP)

6-1.4 Emergency Contact List. The CONTRACTOR shall provide the following information in writing and submit it with the signed contract, contract bonds and certificates of insurance. Failure to comply may result in delays in the processing of the contract documents.

1. Name of authorized representative at the job site.

2. Address and telephone number where the above person can be reached 24 hours a day.

3. Address of the nearest office of the CONTRACTOR, if any, and the name and telephone number of a person at that office who is familiar with the project.

4. Address and telephone number of the CONTRACTOR’s main office and the name and telephone number of the person at that office familiar with the project. 6-2 PROSECUTION OF WORK
As soon as possible under the provisions of the Specifications, the CONTRACTOR shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work.

The CONTRACTOR shall submit monthly progress reports to the Engineer by the tenth day of each month. The report shall include an updated construction schedule. Any deviations from the original schedule shall be explained.

6-2.1 Traffic and Access. The CONTRACTOR’s operations shall cause no unnecessary inconvenience.

The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided.

Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer.

Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 fee), shall be maintained unless otherwise approved by the Engineer.

Vehicular access to residential driveways shall be maintained to the property lien except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the CONTRACTOR shall immediately clear the street and driveways and provide and maintain access.

The CONTRACTOR shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services.

Grading operations, roadway excavation and fill construction shall be conducted by the CONTRACTOR in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic.

Unless otherwise authorized, work shall be performed in only one-half of the roadway at one time. One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour.

The CONTRACTOR will be required to maintain at least one lane of traffic in each direction through the project area at all times in a manner satisfactory to the Engineer in the form of an engineered traffic control plan. The engineered traffic control plans must be signed by a California registered civil and/or traffic engineer. The plan is a required submittal for review one week prior to the pre-construction meeting.

If traffic control on the project shall be implemented by a sub-contractor, such subcontractor must specialize in Traffic Control and be approved by the City Engineer.

The CONTRACTOR shall include in its Bid all costs for the above requirements.

6-2.1.1 Notification to the Public. Affected properties will be determined by the Engineer and are, in general, those properties that fall within 500 feet of the limits of the work. CONTRACTOR shall remain aware of all adjacent property owners and take all steps necessary to minimize construction impacts and disturbances to all affected property owners. The CONTRACTOR is required to distribute the approved public notice to property owners one week prior to roadway construction. CONTRACTOR shall be responsible for all costs associated with these tasks and responsibilities in the various contract bid items.

The CONTRACTOR is required to notify the City by e-mail that public notices have been distributed. The e-mail shall be addressed to the City representative(s) designated during the preconstruction meeting. The e-mail shall be sent to the City no later than 8 a.m. on the day following distribution of the notices. The e-mail notification to the City shall contain a map showing the limits of distribution and the dates and times distributed. A separate e-mail shall be sent for each distribution. The City will use the information on the e-mails to verify that the distribution has been performed. If the distribution is not verified by the City, the City will e-mail to the CONTRACTOR’s representative the locations which must be redistributed with the new information. The CONTRACTOR shall not perform work in the distribution area without e-mail notification of verification by the City of the distribution.

The CONTRACTOR shall submit a sample of a public notice for review and approval by the Engineer. The CONTRACTOR shall provide changes as directed by the City representative and submit final draft for approval.

If the work is delayed or rescheduled for any reason after placement of “No Parking” signs, the CONTRACTOR shall re-date the signs affected and re-notify the residents and businesses of the change via a new “door-knob” notice. If the work is delayed more than five days, the CONTRACTOR shall remove the signs and place re-dated signs two (2) days in advance of the work.

6-2.1.2 Notification to the Public Agencies. The CONTRACTOR shall notify the following Agencies 48 hours prior to working in the area within the City of Lakeport unless otherwise noted:
[Add other agencies as appropriate]

6-2.1.3 Parking Restrictions and Posting for Tow Away. No Parking signs, posted by the CONTRACTOR, shall be of heavy card stock and not less than 1.75 square feet of surface area on the face. Background color shall be white and letters shall be printed in red water resistant ink except day, date, and time of restriction may be printed in black water resistant ink. The signs shall be printed with the words “Tow Away” and “No Parking” with a character height of not less than

2.75 inches and a stroke width of not less than 0.5 inches. The day, dated, and time of the particular restriction shall be printed or attached below the above-mentioned wording in characters of not less than 2.0 inches in height and 0.4 inches in stroke width. The day of the week shall be written out or properly abbreviated with three to four letters; date or dates or restriction shall be listed completely; the beginning and ending times shall be clearly listed on the sign.

Signs shall be mounted such that the wording “No Parking” are at an elevation at least three feet above the adjacent flowline. Signs may be tied with string to trees and power poles, taped to existing sign poles, or mounted to stakes or barricades as provided by the CONTRACTOR. The signs shall be placed as needed to control the parking of cars within the construction zone; signs shall be placed at intervals of 75 feet or less along each side of the roadway.

Signs shall be posted and maintained by the CONTRACTOR for a period of 72 hours prior to the restrictions becoming effective. The CONTRACTOR may only post parking restrictions that are effective for the duration of the Work. Upon completion of the Work, the CONTRACTOR shall promptly and completely remove and dispose all signs, stakes, and barricades. The CONTRACTOR shall promptly reset or replace all damaged or defective signs.

The CONTRACTOR shall be fully responsible for the adequate removal of all parked cars. The CONTRACTOR shall coordinate the removal of all vehicles with the Sheriff Department. The CONTRACTOR shall notify the Sheriff Communications Center upon posting of the parking restrictions for a particular street. For removal of parked vehicles, the CONTRACTOR shall notify the Sheriff Communications Center not less than two hours prior to the needed removal, stating the address nearest the parked vehicle, make, model, color and license number. The City shall not be responsible for any delay or additional costs associated with the removal of parked cars that obstruct the construction operation.

If a vehicle owner successfully contests a towing citation in court, and their citation is dismissed for causes related to the CONTRACTOR’s failure to perform the requirements of this section, the CONTRACTOR shall reimburse the City for the cost of any claims associated with the towing citation.

DEVIATIONS FROM THE REQUIREMENTS OF THIS SUBSECTION WILL BE PERMITTED ONLY ON PRIOR CONSENT OF THE ENGINEER.

6-2.1.4 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the CONTRACTOR at its expense unless authorized additional storage time.

Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer.

Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site.

6-2.1.5 Street Closures, Detours, Barricades. The CONTRACTOR shall comply with all applicable State, County and City requirements for closure of streets. The CONTRACTOR shall provide barriers, guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The CONTRACTOR shall be responsible for compliance with additional public safety requirements which may arise. The CONTRACTOR shall furnish and install signs and warning devices and promptly remove them upon completion of the Work.

At least 48 hours in advance of closing, partially closing or reopening, any street, alley, or other public thoroughfare, the CONTRACTOR shall notify the Police, Fire, Traffic and Engineering Departments, and comply with their requirements. Deviations must first be approved in writing by the Engineer.

The CONTRACTOR shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required.

All traffic control barricades, signs and devices used by the CONTRACTOR shall, as a minimum, conform to the latest edition of the “California Manual on Uniform Traffic Controls Devices” (“MUTCD”). Channelization devices shall be spaced no greater than fifty (50) feet apart. The CONTRACTOR shall take additional precautions as he/she may find necessary under the circumstances.

Should the CONTRACTOR fail to provide adequate traffic control or safety barricades, and in the event a responsible individual cannot be located or refuses to perform, the AGENCY will at its option place needed devices or engage a private firm to place and maintain said barricades, which will be charged to the CONTRACTOR directly.

Full street closures will not be allowed without City Council approval.

All costs involved in the CONTRACTOR’S prosecution of the Work shall be included in the Bid.

6-2.2 Daily Reports. The CONTRACTOR shall complete a Daily Report indicating manpower, work performed, major equipment used and on standby (itemized separately), subcontractors, and similar items involved in the performance of the Work. The Daily Report shall be completed on forms prepared by the CONTRACTOR and acceptable to the Engineer and shall be submitted to the City Inspector weekly. 6-3 TIME OF COMPLETION
6-3.1 General.

The CONTRACTOR shall complete the Work within the number of Working Days specified in Invitation for Sealed Bids, after the Notice to Proceed.

6-3.3 Working Day. A working day is any day within the period between the start of the Contract time as defined in 6-1.2 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than:

1. Saturday,

2. Sunday,

3. any day designated as a holiday by the AGENCY,

4. any other day designated as a holiday in a Master Labor Agreement entered into by the CONTRACTOR or on behalf of the CONTRACTOR as an eligible member of a CONTRACTOR association,

5. any day the CONTRACTOR is prevented from working at the beginning of the workday for cause as defined in 6-4.1,

6. any day the CONTRACTOR is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in 6-4.1.

CONTRACTOR’s activities involving work which requires street closure, lane closures, sidewalk closures, detours, and barricades shall be confined to the hours between 7:00 a.m. and 5:00 p.m. In addition, the CONTRACTOR shall not perform any Work on Saturday, Sunday, or on AGENCYdesignated holidays. AGENCY-designated holidays are listed in TABLE 1 – AGENCY-DESIGNATED HOLIDAYS below. Deviation from these hours will be permitted upon approval of the Engineer, except in emergencies involving immediate hazard to persons or property.

Deviations from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the CONTRACTOR. Service fees will be calculated at overtime rates including benefits, overhead, and travel time; and will be deducted from the amounts due the CONTRACTOR.

Failure of the CONTRACTOR to adhere to working day requirements will result in damages being sustained by the City. Such damages are, and will continue to be, impracticable and extremely difficult to determine.

TABLE 1 – AGE
New Year's Eve
New Year’s Day
Martin Luther King, Jr. Day
President’s Day
Memorial Day
Independence Day
Labor Day
Columbus Day
Veteran’s Day
Thanksgiving Day
Day after Thanksgiving
Christmas Eve
Christmas Day
6-3.4 Restrictions on closure of traffic lanes:

A. All traffic lanes shall be open for public use on the days and at the times specified below, unless approved otherwise by the City Engineer:

1. Saturdays, Sundays and AGENCY designated holidays: from 12:01 a.m. to 11:59 p.m.

2. Fridays and any days preceding an AGENCY designated holiday: from 3:00 p.m. to 11:59 p.m.

3. Non-construction hours: all hours when the CONTRACTOR’s employees are not physically present at the construction site actively performing contract work.

B. On those days and hours when closure of traffic lanes is not prohibited under the provisions of the preceding subparagraph A, no more than one travel lane may be closed at any time during construction hours. During any lane closure, Type II flashing arrow boards shall be used in accordance with the 2012 California MUTCD.

C. Traffic signals shall not be placed in flash operation during the hours that traffic lanes must be kept open as defined in Paragraph A. Under no circumstances shall traffic signal be placed in flash operation without prior approval from the Project Engineer. Traffic signal will be only placed in flash operation by City personnel. CONTRACTOR shall contact the Project Engineer at least two (2) working days in advance to coordinate traffic signal service. 6-4 DELAYS AND EXTENSIONS OF TIME
6-4.4 Written Notice and Report.

Whenever the CONTRACTOR foresees any delay in the prosecution of the work, and in any event immediately upon the occurrence of any delay which the CONTRACTOR regards as unavoidable, he/she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause so that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if prevention is not possible, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues, and to what extent it will delay the prosecution and completion of the work. It will be concluded that any and all delays which have occurred in the prosecution and completion of the work have been avoidable delays, except such delays as shall have been called to the attention of the Engineer at the time of their occurrence and found by him/her to have been unavoidable. The CONTRACTOR shall make no claims for any delay not called to the attention of the Engineer at the time of its occurrence as an unavoidable delay.
6-7 TERMINATION OF THE CONTRACT FOR DEFAULT
6-7.1 General.

If the CONTRACTOR fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the AGENCY’s interest, or, if the CONTRACTOR is not carrying out the intent of the Contract, the AGENCY may serve written notice upon the CONTRACTOR and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract.
6-9 LIQUIDATED DAMAGES
The CONTRACTOR agrees to forfeit and pay the AGENCY the amount shown on Notice Inviting Sealed Bids for each and every working day of unauthorized delay beyond the completion date, which shall be deducted from any monies due the CONTRACTOR. This payment shall be considered liquidated damages. CONTRACTOR agrees that such liquidated damages are reasonable under the circumstances existing at the time of execution of the contract, that such liquidated damages are to compensate AGENCY for losses that are difficult to measure and that such damages are not a penalty.

The AGENCY’s agreement to waive a specific time provision or to extend the time for performance shall not constitute a waiver of any other time provision contained in the Contract Documents.

Failure of the CONTRACTOR to complete performance promptly within the additional time authorized in a waiver or extension of time agreement shall constitute a material breach of this Contract entitling the AGENCY to terminate this agreement.

SPECIAL PROVISIONS SECTION 7 - MEASURE AND PAYMENT
7-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK
7-1.1 General.

The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 7-3 PAYMENT
7-3.1 General.

The quantities listed in the Bid schedule will not govern final payment. Payment to the CONTRACTOR will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 7-3.5 of the Standard Specifications.

At the expiration of 35 calendar days from the date of acceptance of the Work by the board, or as prescribed by law, the amount deducted from the final estimate and retained by the AGENCY will be paid to the CONTRACTOR except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained.

7-3.2 Partial and Final Payment.

From each progress estimate, 5 percent will be deducted and retained by the AGENCY, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 5 percent of the first half of total Contract amount, whichever is greater.

The closure date for period progress payments will be the last day of each month. The AGENCY requires 30 days to review all progress payments, issue payment checks, present progress payment to City Manager for approval, and release payment to CONTRACTOR. However, payments will be withheld pending receipt of any outstanding reports required by the Contract Documents. In addition, the final progress payment will not be released until the CONTRACTOR returns the control set of plans and specifications showing the as-built conditions.

The full five (5) percent retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion.

7-3.6 Stipulated Unit Prices.

Stipulated Unit Prices are unit prices established by the AGENCY in the Contract Documents. 7-4 PAYMENT FOR EXTRA WORK
7-4.1 General.

New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by the Contract Unit Prices or stipulated unit prices.

7-4.2 Basis for Establishing Costs.

7.4.2.4 Other Items.

Invoices covering all such items in detail shall be submitted with the request for payment. 7-5 PAYMENT FOR CHANGES REQUESTED BY THE CONTRACTOR
Changes in the Plans and Specifications, requested in writing by the CONTRACTOR, which do not materially affect the Work, and which are not detrimental to the Work or to the interests of the AGENCY, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the CONTRACTOR to demand acceptance of such changes.

SPECIAL PROVISIONS SECTION 8 - FACILITIES FOR AGENCY PERSONNEL 8-6 BASIS OF PAYMENT
All costs incurred in furnishing, maintaining, servicing, and removing field officers, laboratories, or bathhouse facilities required at the project site shall be included in the bid item for furnishing such facilities. If such facilities are required by the Plans or Specifications and no bid item is provided in the proposal, the costs shall in included in other items for which bids are entered. Such costs incurred in connection with offices and laboratories at plants shall be borne by the plant owners.

The first progress payment will not be approved until all facilities are in place and fully comply with the Contract Documents.

(End of Section)

BID SCHEDULE
The Contractor shall be responsible for calculating and providing unit prices for the bid schedule. The bid schedule shall include all costs for services, labor, materials, equipment, and installation associated with completing the work in place per the plans, specifications and details.

BASE BID
Line Item Description Unit of
Measure
Quantity Unit Cost Total
1 Mobilization LS 1
2 Traffic Control LS 1
3 WPCP LS 1
4 3/8" Type A HMA Leveling Course TN 735
5 1/2" Type A HMA Surface Course TN 1,839
6 1/2" Type HMA-Digouts TN 405
7 Pavement Reinforcing Mat SY 16,514
8 Cold Plane 2.5" SF 148,623
9 Cold Plane 4" SF 14,862
10 Lower & Adjust Manholes EA 14
11 Lower & Adjust Water Valves EA 28
12 Communication Utility Box EA 1
13 Detail 22 - Thermoplastic LF 337
14 Detail 32 - Thermoplastic LF 1,808
15 Detail 38 - Thermoplastic LF 512
16 12" White Thermoplastic LF 1,799
17 STOP Legend - Thermoplastic EA 12
18 ONLY Legend-Thermoplastic EA 7
19 Type IV Arrows-Thermoplastic EA 28
20 Yield Line Markings EA 63
Line Item Description Unit of
Measure
Quantity Unit Cost Total
21 Red Curb Paint LF 542
22 White Curb Paint LF 52
23 Green Curb Paint LF 46
24 Blue Markers EA 16
25 RRFB Units EA 8
26 HMA QC Laydown Technician LS 1
27 HMA QC Compaction Technician LS 1
28 HMA QC Material Testing LS 1
TOTAL

ADDITIVE ALTERNATE A
Line Item Description Unit of
Measure
Quantity Unit Cost Total
29 6" Digouts on North Main SF 972
30 12" White Thermoplastic LF 12
31 Yield Line Markings EA 3
32 Traffic Control for Alternate A Work LS 1
TOTAL

ADDITIVE ALTERNATE B
Line Item Description Unit of
Measure
Quantity Unit Cost Total
33 3" Digout on Roundabout SF 825
34 Traffic Control for Alternate B Work LS 1
TOTAL

BID PROPOSAL
BID BOND/GUARANTEE*
Depending on what you are submitting, please download the applicable form, complete it, and upload it back here as part of your bid. For Guarantees not in the form of a Bid Bond, the chosen form of Guarantee shall be provided to the City in the designated format prior to the due date and time of bids.  Bid_Bond.pdf
 Bid_Guarentee.pdf
*Response required
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION FORM*
Please download the below documents, complete, and upload.  Equal_Employment_Opportunit...
*Response required
NON-COLLUSION AFFIDAVIT*
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA
To the CITY OF LAKEPORT
ENGINEERING DIVISION.

In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106 the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that 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, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that 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, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
☐ Please confirm
*Response required
DISCLOSURE OF LOBBYING ACTIVITIES*
Please download the below documents, complete, and upload.  Disclosure_of_Lobbying_Acti...
*Response required
NON-LOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS*
Please download the below documents, complete, and upload.  Non-Lobbying_Certification.pdf
*Response required

PUBLIC CONTRACT CODE QUESTIONNAIRE
O. PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT*
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby declares under penalty of perjury under the laws of the State of California that the bidder [check one] has ___ , has not ___ been convicted within the preceding three years of any offenses referred to in that section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the Regents of the University of California or the Trustees of the California State University. The term “bidder” is understood to include any partner, member, officer, director, responsible managing officer, or responsible managing employee thereof, as referred to in Section 10285.1.
☐ Has
☐ Has Not
*Response required
P. PUBLIC CONTRACT CODE SECTION 10162*
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation?
☐ Yes
☐ No
*Response required
When equals "Yes"
Q. PUBLIC CONTRACT CODE SECTION 10162 FOLLOW-UP*
You have indicated that the bidder, an officer of the bidder, or an employee of the bidder that has a proprietary interest in the bidder, has been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation.

Please explain the circumstances.
*Response required
R. PUBLIC CONTRACT CODE 10232 STATEMENT*
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of perjury, that no more than one final unappeasable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor’s failure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.
☐ Please confirm
*Response required

BIDDER INFORMATION
S. CORPORATION?*
Is your company incorporated?
☐ Yes
☐ No
*Response required
When equals "Yes"
T. STATE OF INCORPORATION*
In what state is your company incorporated?
*Response required
When equals "Yes"
U. COMPANY IS A CORPORATION*
You have indicated that your company is incorporated. Please provide a copy of your company's corporate resolution.
*Response required
V. CONTRACTOR'S LICENSE NUMBER*
Please provide your California contractor's license number as issued by the Contractors State License Board.
*Response required
W. DIR REGISTRATION*

CONTRACTORS AND SUBCONTRACTORS ARE ALSO REQUIRED TO BE REGISTERED WITH

THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS FOR ANY BID PROPOSAL SUBMITTED ON OR AFTER MARCH 1, 2015, AND FOR ANY CONTRACT FOR PUBLIC WORK ENTERED INTO ON OR AFTER APRIL 1, 2015.

A contractor or subcontractor shall not be qualified to bid on, be listed on a bid proposal for, or perform any public work contract unless it is currently registered with the California Department of Industrial Relations as described in Labor Code § 1725.5.
*Response required
X. SAM.GOV DUNS/UEI NO.*
Please state your company's DUNS or UEI # here.
*Response required
Y. KEY PERSONNEL*
State the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest in this proposal: (Name / Title / Address / Telephone)
*Response required
Z. BANKRUPTCY JUDGEMENTS*
Are there any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal?
☐ Yes
☐ No
*Response required
When equals "Yes"
AA. BANKRUPTCY JUDGEMENTS (EXPLAIN)*
You have indicated that there are bankruptcy judgements against a principal that has interest in this proposal. Please explain, providing the type of judgement and the date of judgement. *Response required
BB.DBAS, ALIASES, OR FICTITIOUS BUSINESS NAMES*
State all current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal. Please be sure to state the name of the principal, the associated DBA, and all applicable dates.
*Response required
CC.PRIOR DISQUALIFICATION*
Has your firm ever been disqualified from performing work for any City, County, Public or Private Contracting entity?
☐ Yes
☐ No
*Response required
When equals "Yes"
DD. PRIOR DISQUALIFICATION (EXPLAIN)*
 You stated that your firm has been disqualified from performing work for a City, County, Public, or Private Contracting entity. Please provide the following information for all disqualifications:
 Date of Disqualification
 Entity/Agency Name
 Location
 Reason for Disqualification
 Current Status and any Supplemental Statements
 State if your firm has been reinstated by this entity/agency *Response required
EE. VIOLATIONS OF FEDERAL OR STATE LAW*
Has your firm or its officers been assessed any penalties by any agency for noncompliance, violations of Federal or State labor laws and/or business or licensing regulations within the past five (5) years relating to your construction projects?
☐ Yes
☐ No
*Response required
When equals "Yes"
FF. VIOLATIONS OF FEDERAL OR STATE LAW*
You stated that your firm, or its officers, have been assessed penalties by an agency for noncompliance or violations of Federal or State laws within the last five (5) years.

Provide the following for all such penalties/violations:
 Was it a Federal Agency or a State Agency?
 Name of Agency
 Describe the violation, include the current status
 Indicate if penalties have been paid
*Response required
GG. ONGOING INVESTIGATIONS REGARDING VIOLATIONS OF STATE CODE* Does your firm or its officers have any ongoing investigations by any AGENCY regarding violations of the State Labor Code, California Business and Professions Code or State Licensing laws? ☐ Yes
☐ No
*Response required
When equals "Yes"
HH. ONGOING INVESTIGATIONS REGARDING VIOLATIONS OF STATE CODE* You stated that your firm, or its officers, have ongoing investigations by an AGENCY regarding violations of the State Labor Code, California Business and Professions Code or State Licensing laws.

Provide the following for all such penalties/violations:
 Code(s)/Laws(s) violated including Section/Article Numbers  Name of Agency
 Describe the violation
*Response required
II. STATEMENT REGARDING INSURANCE COVERAGE*
Bidder hereby certifies that he/she has reviewed the insurance coverage requirements specified in 5-4 LIABILITY INSURANCE of Section E - Special Provisions. Should Bidder be awarded the contract for the work, the Bidder further certifies that they can meet all of these specification requirements for insurance including insurance coverage of his/her subcontractors. ☐ Please confirm
*Response required
JJ. WORKERS COMPENSATION INSURANCE CERTIFICATE*
Please download the below documents, complete, and upload.  Workers_Compensation_Insura...
*Response required
KK. STATEMENT REGARDING CONTRACTOR'S LICENSING LAWS*
Please download and complete the form for showing acknowledgement of Contractor Licensing Laws and upload here as part of your bid.
 Statement_Regarding_Contrac...
*Response required
LL. DEBARMENT AND SUSPENSION CERTIFICATION*
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
 is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
 has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
 does not have a proposed debarment pending; and
 has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, please state these exceptions in the following question. ☐ Please confirm
*Response required
MM. DEBARMENT AND SUSPENSION CERTIFICATION EXCEPTIONS*
If there are any exceptions to the statement in the previous question then state those exceptions here.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Note: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Bid. Signing this Bid on the signature portion thereof shall also constitute signature of this Certification.

In the event that you have no exceptions, simply state "N/A" here. *Response required

BIDDER EXPERIENCE
Pursuant to this BID PROPOSAL and QUALIFICATION OF BIDDERS, the following is a record of the Bidder’s experience in construction of a type similar in magnitude and character to that contemplated under this contract. Included in this section should be a complete list of references for similar projects in terms of scope of work, value of work, and time constraints. The Contractor must demonstrate that he/she has experience with this type of project and can manage this project effectively. If necessary, additional numbered pages can be attached to this page. The Contractor must be properly licensed to perform the work in this project as determined by the State Contractor’s License Board.

NN. PROJECT EXPERIENCE*
Please download the below documents, complete, and upload.  Experience_Statement.pdf
*Response required
OO. EXPERIENCE CONFIRMATION*
Bidder declares under penalty of perjury under the laws of the State of California that all of the representations made in this EXPERIENCE STATEMENT are true and correct. ☐ Please confirm
*Response required

DESIGNATION OF SUPPLIERS AND SUBCONTRACTORS
The following section pertains to your life of subcontractors and suppliers, as defined in 2-3 SUBCONTRACTS of the Standard Specifications, who will perform work or provide materials of value in excess of one-half percent of the total bid price or $10,000, whichever is greater.

No subcontractor shall perform work in excess of the amount specified in 2-3 SUBCONTRACTS of the Standard Specifications, without the written approval of the Agency.

The Contractor is responsible to ensure that appropriate provisions are to be inserted in all subcontracts to bind subcontractors to the contract requirements as contained herein.

Each subcontractor must agree to comply with all applicable Federal, State, and local requirements.

PP. SUBCONTRACTOR LIST*
Please download the below documents, complete, and upload.  Designation_of_Subcontracto...
*Response required
QQ. SUPPLIER AND SUBCONTRACTOR LIST CONFIRMATION*
Bidder confirms that these representations are made under the penalty of perjury under the laws of the State of California. The bidder hereby certifies that each subcontractor has been notified in writing of its equal opportunity obligations.
☐ Please confirm
*Response required

SUBMITTAL CONFIRMATION AND ADDITIONAL INFORMATION
The Additional Information question is where you will upload your proof of authority to sign. If this bid is being submitted by an agent, or someone other than an officer of a corporation or a member of a partnership, a Power of Attorney must be submitted under Additional Information.

RR.ADDITIONAL INFORMATION
This is provided as an additional means to upload any content required by the City for a responsive bid as stated by these specifications that has not otherwise been provided in a previous portion of your submittal.

This includes proof of authority to sign.

SS. DOCUMENT REVIEW CONFIRMATION*
Bidder declares that he/she has examined all of the contract documents and specifications contained in this project manual for the City's Bid for SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT, and that he/she will contract with the Agency on the form of contract provided herewith to do everything necessary for the fulfillment of this contract at the price, and on the terms and conditions therein contained.

The following are to be considered as forming a part of this proposal:
 BID BOND or BID GUARANTEE (if submitted in lieu of Bid Bond)  NON-COLLUSION DECLARATION
 BIDDER INFORMATION
 EXPERIENCE STATEMENT
 DESIGNATION OF SUPPLIERS & SUBCONTRACTORS
 BIDDER’S STATEMENT REGARDING INSURANCE COVERAGE
 STATEMENT REGARDING CONTRACTOR’S LICENSING LAWS.

Bidder further agrees if proposal is accepted and a contract for the performance of the work is entered into with the Agency, to so plan the work and to prosecute it with such diligence that all of the work shall be completed within the time stipulated in these specifications.

Bidder declares under penalty of perjury under the laws of the State of California that all of the representations made in this BID are true and correct.
☐ Please confirm
*Response required
Page | 1 Bid No. 24-04

ARTICLES OF AGREEMENT

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA
THIS SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT, BID NO. 24-04, AGREEMENT (“AGREEMENT”) is made and entered into for the above-stated project this Xth day of Month, 20XX (Council Action Date Here), BY AND BETWEEN the City of Lakeport, a municipal corporation, hereafter designated as “AGENCY”, and CONTRACTOR’S BUSINESS NAME, a ____________ (State) ___________ (corporation, partnership, limited liability company, or other business form), hereafter designated as “CONTRACTOR.”
WITNESSETH that AGENCY and CONTRACTOR have mutually agreed as follows:

ARTICLE I: Contract Documents
The contract documents for the SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT, BID NO. 24-04, shall consist of the Notice Inviting Sealed Bids, Instructions To Bidders, Bid Proposal, Bid Schedule, Standard Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with two signed copies of the AGREEMENT, two signed copies of required bonds; one copy of the insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to ensure its completion in an acceptable manner (collectively referred to herein as the “Contract Documents”). All of the provisions of the Contract Documents are made a part hereof as though fully set forth herein.

ARTICLE II: Scope of Work
For and in consideration of the payments and agreements to be made and performed by AGENCY, CONTRACTOR agrees to furnish all materials and equipment and perform all work required for the abovestated project, and to fulfill all other obligations as set forth in the aforesaid contract documents.

AGENCY hereby employs CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices provided herein, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in this AGREEMENT.

In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to this AGREEMENT, CONTRACTOR offers and agrees to assign to the AGENCY 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 (Section 16700, et seq.) 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 the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to CONTRACTOR, without further acknowledgment by the parties.

ARTICLE III: Compensation
Page | 2 Bid No. 24-04
A. CONTRACTOR agrees to receive and accept the prices set forth in the Bid Proposal and Bid Schedule as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. In no event shall the total compensation and costs payable to CONTRACTOR under this Agreement exceed the sum of [INSERT] Dollars ($ ............................................................ ,) unless specifically approved in advance and in writing by AGENCY Such compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid Contract Documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

B. This AGREEMENT is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of contractors by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to Contractor of improper payment requests, and provides for the payment of interest on progress payment requests which are not timely made in accordance with that Article. This AGREEMENT hereby incorporates the provisions of Article 1.7 as though fully set forth herein.

C. At the request and expense of CONTRACTOR, securities equivalent to the amount withheld shall be deposited with AGENCY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to CONTRACTOR upon Agency’s confirmation of CONTRACTOR’S satisfactory completion of this AGREEMENT. At any time during the term of this AGREEMENT CONTRACTOR may, at its own expense, substitute securities for funds otherwise withheld as retention (or the retained percentage) in accordance with Public Contract Code § 22300.

ARTICLE IV: Labor Code
AGENCY and CONTRACTOR acknowledge that this AGREEMENT is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and public agencies and agree to be bound by all the provisions thereof as though set forth fully herein. Full compensation for conforming to the requirements of the Labor Code and with other Federal, State and local laws related to labor, and rules, regulations and ordinances which apply to any work performed pursuant to this AGREEMENT is included in the price for all contract items of work involved.

This AGREEMENT is further subject to prevailing wage law, including, but not limited to, the following:

A. The CONTRACTOR shall pay the prevailing wage rates for all work performed under the AGREEMENT. When any craft or classification is omitted from the general prevailing wage determinations, the CONTRACTOR shall pay the wage rate of the craft or classification most closely related to the omitted classification. The CONTRACTOR shall forfeit as a penalty to AGENCY $200.00 or any greater penalty provided in the Labor Code for each Calendar Day, or portion thereof, for each worker paid less than the prevailing wage rates for any work done under the AGREEMENT in violation of the provisions of the Labor Code whether such worker is employed in the execution of the work by CONTRACTOR or by any Subcontractor under CONTRACTOR. In addition, CONTRACTOR shall pay each worker the difference between such prevailing wage rates and the amount paid to each worker for each Calendar Day, or portion thereof, for which each worker was paid less than the prevailing wage rate.

Page | 3 Bid No. 24-04
B. CONTRACTOR shall comply with the provisions of Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that CONTRACTOR is responsible for compliance with Section 1777.5 by all of its subcontractors.

C. Pursuant to Labor Code § 1725.5, CONTRACTOR and any subcontractor must be registered with the California Department of Industrial Relations for any bid proposal submitted on or after March 1, 2015, and for any contract for public work entered into on or after April 1, 2015. Further, this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

D. Pursuant to Labor Code § 1776, CONTRACTOR and any subcontractor shall keep accurate payroll records, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with this AGREEMENT.

Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following: (1) The information contained in the payroll record is true and correct; and (2) The employer has complied with the requirements of Labor Code §§ 1811, and 1815 for any work performed by his or her employees on the public works project. The payroll records enumerated under subdivision (a) shall be certified and shall be available for inspection at all reasonable hours as required by Labor Code § 1776.

E. This AGREEMENT is further subject to 8-hour work day and wage and hour penalty law, including, but not limited to, Labor Code Sections 1810 and 1813, as well as California nondiscrimination laws, as follows:

CONTRACTOR shall strictly adhere to the provisions of the Labor Code regarding the 8-hour day and the 40-hour week, overtime, Saturday, Sunday and holiday work and nondiscrimination on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex or sexual orientation, except as provided in Section 12940 of the Government Code.

Pursuant to the provisions of the Labor Code, eight hours’ labor shall constitute a legal day’s work. Work performed by CONTRACTOR’s employees in excess of eight hours per day, and 40 hours during any one week, must include compensation for all hours worked in excess of eight hours per day, or 40 hours during any one week, at not less than one and one-half times the basic rate of pay. CONTRACTOR shall forfeit as a penalty to AGENCY $25.00 or any greater penalty set forth in the Labor Code for each worker employed in the execution of the work by CONTRACTOR or by any Subcontractor of CONTRACTOR, for each Calendar Day during which such worker is required or permitted to the work more than eight hours in one Calendar Day or more than 40 hours in any one calendar week in violation of the Labor Code.

F. This AGREEMENT is subject to Public Contract Code Section 6109: CONTRACTOR shall be prohibited from performing work on this project with a subcontractor who is ineligible to perform work on the project pursuant to Sections 1777.1 or 1777.7 of the Labor Code.

ARTICLE V: Work Site Conditions
A. In compliance with and pursuant to Government Code Section 4215, AGENCY shall assume the responsibility, as between the parties to this AGREEMENT, for the timely removal, relocation, or protection of existing main- or trunk-line utility facilities located on the site of any construction project that is a subject of this AGREEMENT, if such utilities are not identified by AGENCY in the plans and Page | 4 Bid No. 24-04
specifications made a part of the invitation for bids. The Contract Documents shall include provisions to compensate CONTRACTOR for the costs of locating, repairing damage not due to the failure of CONTRACTOR to exercise reasonable care, and removing or relocating such utility facilities not indicated in the plans and specifications with reasonable accuracy, and for equipment on the project necessarily idled during such work. CONTRACTOR shall not be assessed liquidated damages for delay in completion of the project, when such delay was caused by the failure of AGENCY or the owner of a utility to provide for removal or relocation of such utility facilities.

B. To the extent that the work requires trenches in excess of five feet (5’) and is estimated to cost more than $25,000, prior to any excavation, CONTRACTOR must provide the AGENCY, or a registered civil or structural engineer employed by the AGENCY to whom authority has been delegated to accept such plans, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less effective than that required by the Construction Safety Orders.

C. This AGREEMENT is further subject to Public Contract Code Section 7104 with regard to any trenches deeper than four feet (4’) involved in the proposed work as follows:

CONTRACTOR shall promptly, and before the following conditions are disturbed, notify AGENCY, in writing, of any:
(1) Material that CONTRACTOR believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with existing law.
(2) Subsurface or latent physical conditions at the site differing from those indicated by all available information provided prior to the deadline for submission of bids. (3) 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.

AGENCY shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or involve hazardous waste, and cause a decrease or increase in CONTRACTOR’s cost of, or the time required for, performance of any part of the work, AGENCY shall issue a change order under the procedures described in this AGREEMENT.

In the event that a dispute arises between AGENCY and CONTRACTOR whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in CONTRACTOR’s cost of, or time required for, performance of any part of the work, CONTRACTOR shall not be excused from any scheduled completion date provided in the AGREEMENT, but shall proceed with all work to be performed under the AGREEMENT. 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 contracting parties.

ARTICLE VI: Insurance
A. With respect to performance of work under this AGREEMENT, CONTRACTOR shall maintain, and shall require all of its subcontractors to maintain, insurance as required by Section E “Standard Specifications” of the Contract Documents.

B. This AGREEMENT is further subject to Workers’ Compensation obligations, including, but not limited to, California Labor Code Sections 1860 and 1861 as follows:

CONTRACTOR shall take out and maintain, during the life of this contract, Worker’s Compensation Insurance for all of CONTRACTOR’s employees employed at the site of improvement; and, if any work is sublet, CONTRACTOR shall require the subcontractor similarly to provide Worker’s Compensation Insurance for all of the latter’s employees, unless such employees are covered by the protection afforded by CONTRACTOR. CONTRACTOR and any of CONTRACTOR’s subcontractors shall be required to provide AGENCY with a written statement acknowledging its obligation to secure payment of Worker’s Compensation Insurance as required by Labor Code § 1861; to wit: ‘I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ Page | 5 Bid No. 24-04
compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.’ If any class of employees engaged in work under this AGREEMENT at the site of the Project is not protected under any Worker’s Compensation law, CONTRACTOR shall provide and shall cause each subcontractor to provide adequate insurance for the protection of employees not otherwise protected. CONTRACTOR shall indemnify and hold harmless AGENCY for any damage resulting from failure of either CONTRACTOR or any subcontractor to take out or maintain such insurance.

ARTICLE VII: Indemnification
To the fullest extent permitted by law, CONTRACTOR shall, at its sole cost and expense, fully defend, indemnify and hold harmless AGENCY, its authorized representatives and their respective subsidiaries, affiliates, members, directors, officers, employees and agents (collectively, the “Indemnitees”) from and against any and all claims, actions, demands, costs, judgments, liens, penalties, liabilities, damages, losses, and expenses, including but not limited to any fees of accountants, attorneys or other professionals (collectively “Liabilities”), arising out of, in connection with, resulting from or related to, any alleged act, omission, fault or negligence of CONTRACTOR, CONTRACTOR’s Representative, or any of its officers, agents, employees, Subcontractors or Suppliers, or any person or organization directly or indirectly employed by any of them (Collectively, the “Indemnitors”), in connection with or relating to or claimed to be in connection with or relating to the work performed under this AGREEMENT.

CONTRACTOR shall not be entitled to any refund of attorneys’ fees, defense costs and expenses in the event that it is s adjudicated to have been non-negligent.

CONTRACTOR shall not be required to defend or indemnify AGENCY for liabilities caused by the sole active negligence or willful misconduct of the AGENCY.

If CONTRACTOR is a joint venture or partnership, each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of CONTRACTOR that are assumed under or arise out of this AGREEMENT. Each of such venturers or partners waives notice of the breach or non-performance of any undertaking or obligation of CONTRACTOR contained in, resulting from or assumed under this AGREEMENT, and the failure to give any such notice shall not affect or impair such venturer’s or partner’s joint and several liability hereunder.

ARTICLE VIII: Binding Effect
AGENCY and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto and to its partners, successors, assigns, and legal representatives in respect of all covenants, agreements, and obligations contained in the Contract Documents. This AGREEMENT is not assignable nor the performance of either party’s duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

ARTICLE IX: Dispute Resolution
A. Any court action arising out of this AGREEMENT shall be filed in the Lake County Superior Court. Any alternative dispute resolution proceeding arising out of this AGREEMENT shall be heard in the County of Lake.

B. AGENCY shall have full authority to compromise or otherwise settle any claim relating to this AGREEMENT or any part hereof at any time. AGENCY shall provide timely notification to CONTRACTOR of the receipt of any third-party claim relating to this AGREEMENT. AGENCY shall be entitled to recover its reasonable costs incurred in providing the notification required by this section.

C. To the extent applicable, this AGREEMENT is subject to the provisions of Public Contract Code Section 9204, which mandates certain procedures regarding the resolution of public works claims. This AGREEMENT is further subject to the provisions of Article 1.5 (commencing at Section 20104) of Division 2, Part 3 of the Public Contract Code regarding the resolution of public works claims of less than $375,000. Article 1.5 mandates certain procedures for the filing of claims and supporting documentation Page | 6 Bid No. 24-04
by Contractor, for the response to such claims by the Agency, for a mandatory meet and confer conference upon the request of Contractor, for mandatory nonbinding mediation in the event litigation is commenced, and for mandatory judicial arbitration upon the parties’ failure to resolve the dispute through mediation.

This AGREEMENT hereby incorporates the provisions of Article 1.5 as though fully set forth herein.

ARTICLE X: Independent Contractor
CONTRACTOR is and shall at all times remain as to AGENCY, a wholly independent contractor. Neither AGENCY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR’s employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of AGENCY.

ARTICLE XI: Taxes
CONTRACTOR is responsible for paying all retail, sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this AGREEMENT. The CONTRACTOR is responsible for ascertaining and arranging to pay such taxes and duties. The prices established in this AGREEMENT shall include compensation for any taxes the CONTRACTOR is required to pay by laws and regulations in effect as of the execution of this AGREEMENT.

ARTICLE XII: Notices
All notices and communications shall be sent in writing to the parties at the following addresses:

AGENCY: Ron Ladd CONTRACTOR: [INSERT CONTACT]
CITY OF LAKEPORT CONTRACTOR’S BUSINESS NAME
225 Park Street Mailing Address
Lakeport, CA 95453 City, State Zip Code
ARTICLE XIII: Entire Agreement
This AGREEMENT supersedes any and all other agreements, either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this AGREEMENT acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statement or promise not contained in this AGREEMENT shall not be valid or binding. Any modification of this AGREEMENT will be effective only if signed by the party to be charged.

The benefits and obligations of this AGREEMENT shall inure to and be binding upon the representatives, agents, partners, heirs, successors and assigns of the parties hereto. This AGREEMENT shall be construed pursuant to the laws of the State of California.

ARTICLE XIV: Authority to Contract
The signatories hereto represent that they are authorized to sign on behalf of the respective parties they represent and are competent to do so, and each of the parties hereto hereby irrevocably waives any and all rights to challenge signatures on these bases.

ARTICLE XV: General Provisions
A. All reports, documents or other written material (“written products” herein) developed by CONTRACTOR in the performance of this Agreement shall be and remain the property of AGENCY without restriction or limitation upon its use or dissemination by AGENCY. CONTRACTOR may take and retain copies of such written products as desired, but no such written products shall be the subject of a copyright application by CONTRACTOR.

Page | 7 Bid No. 24-04
B. In the performance of this Agreement, CONTRACTOR shall not discriminate against any employee, subcontractor, or applicant for employment because of race, color, creed, religion, sex, marital status, sexual orientation, national origin, ancestry, age, physical or mental disability, medical condition or any other unlawful basis.

C. The captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement. Should there be any conflict between such heading, and the section or paragraph at the head of which it appears, the section or paragraph hereof, as the case may be, and not such heading, shall control and govern in the construction of this Agreement. Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).

D. The waiver by AGENCY or CONTRACTOR of any breach of any term, covenant or condition herein contained shall not be deemed to be a waiver of such term, covenant or condition or of any subsequent breach of the same or any other term, covenant or condition herein contained. No term, covenant or condition of this Agreement shall be deemed to have been waived by AGENCY or CONTRACTOR unless in writing.

E. Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise. The exercise, the commencement of the exercise, or the forbearance of the exercise by any party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such party of any of all of such other rights, powers or remedies.

F. CONTRACTOR shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to CITY under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to CONTRACTOR under this Agreement. All such documents shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of CITY. In addition, pursuant to Government Code Section 8546.7, all such documents and this Agreement shall be subject to the examination and audit of the State Auditor, at the request of CITY or as part of any audit of CITY, for a period of three (3) years after final payment under the Agreement.

G. This Agreement may be signed in one or more counterparts, each of which shall be deemed an original, but all of which together shall be deemed one and the same instrument. The parties acknowledge and agree that this Agreement may be executed by electronic signature, which shall be considered as an original signature for all purposes and shall have the same force and effect as an original signature. Without limitation, “electronic signature” shall include faxed or emailed versions of an original signature, electronically scanned and transmitted versions (e.g., via pdf) of an original signature, or a digital signature.

H. Federally Required Contract Provisions: incorporated in Exhibit A I. Federal Prevailing Wage Determination incorporated in Exhibit B

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IN WITNESS WHEREOF the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this AGREEMENT to be executed in duplicate by setting hereunto their names, titles, hands, and seals this Xth day of Month, 20XX (Council Action Date Here) CONTRACTOR: Contractor’s Business Name

__________________________________________
Contractor’s Sign Name, Title
Contractor’s License No. XXXXXX
Subscribed and sworn to this _______ day of _________, 20__.

NOTARY PUBLIC ______________________________________________ (SEAL) AGENCY: ______________________________ __________
City Manager Date
City of Lakeport
ATTESTED: ______________________________ __________
City Clerk of the Date
City of Lakeport

APPROVED AS
TO FORM: ______________________________ __________
City Attorney of the Date
City of Lakeport
( E X E C U T E I N D U P L I C A T E )
Page | 9 Bid No. 24-04

EXHIBIT A
Federally Required Contract Provisions
The term “Vendor” and “Contractor” are to be used interchangeably in the following provision language.

The following are contract provisions required by the non-Federal entity under a federal award. These provisions are set forth in 2 CFR Part 200.236 and 2 CFR Appendix II.

A. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ A, when CITY OF LAKEPORT expends federal funds, CITY OF LAKEPORT reserves all rights and privileges under the applicable laws and regulations with respect to this procurement in the event of breach of contract by either party.

B. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ B, when CITY OF LAKEPORT expends federal funds, CITY OF LAKEPORT reserves the right to immediately terminate any agreement in excess of $10,000 resulting from this procurement process in the event of a breach or default of the agreement by Vendor in the event Vendor fails to: (1) meet schedules, deadlines, and/or delivery dates within the time specified in the procurement solicitation, contract, and/or a purchase order; (2) make any payments owed; or (3) otherwise perform in accordance with the contract and/or the procurement solicitation. CITY OF LAKEPORT also reserves the right to terminate the contract immediately, with written notice to vendor, for convenience, if CITY OF LAKEPORT believes, in its sole discretion that it is in the best interest of CITY OF LAKEPORT to do so. Vendor will be compensated for work performed and accepted and goods accepted by CITY OF LAKEPORT as of the termination date if the contract is terminated for convenience of CITY OF LAKEPORT. Any award under this procurement process is not exclusive and CITY OF LAKEPORT reserves the right to purchase goods and services from other vendors when it is in CITY OF LAKEPORT’s best interest.

C. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ C, when CITY OF LAKEPORT expends federal funds on any federally assisted construction contract, the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.”, is incorporated by reference.

D. Pursuant to Davis-Bacon Act, as amended (40 U.S.C. 3141-3148), when federal funds are expended by CITY OF LAKEPORT or any CP member, during the term of an award for all contracts and subgrants for construction or repair, the vendor will be in compliance with all applicable Davis-Bacon Act provisions.

E. Compliance with the Copeland “Anti-Kickback” Act:

1. Contractor. The contractor shall comply with 18 U.S.C. §874, 40 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract.

2. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as may be appropriate and instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses.

Page | 10 Bid No. 24-04

3. Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12.

F. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ E, when CITY OF LAKEPORT expends federal funds, Vendor certifies that Vendor will be in compliance with all applicable provisions of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708), during the term of an award for all contracts by CITY OF LAKEPORT resulting from this procurement process including;

1. Overtime requirements: No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such a workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such a workweek.

2. Violation: liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section.

3. Withholding for unpaid wages and liquidated damages. The (CITY NAME) shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other federal contract with the same prime contractor, or any other federallyassisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section.

4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower-tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower-tier subcontractor with the clauses set forth in paragraphs (1) through (4) of this section.

G. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ F, when federal funds are expended by CITY OF LAKEPORT, Vendor certifies that during the term of an award for all contracts by CITY OF LAKEPORT resulting from this procurement process, Vendor agrees to comply with all applicable requirements as referenced in 2 C.F.R. Part 200, Appendix II, ¶ F.

Page | 11 Bid No. 24-04
H. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ G above, when federal funds are expended by CITY OF LAKEPORT, Vendor certifies that during the term of an award for all contracts by CITY OF LAKEPORT resulting from this procurement process, Vendor agrees to comply with all applicable requirements as referenced in 2 C.F.R. Part 200, Appendix II, ¶ G.

I. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ H, when federal funds are expended by CITY OF LAKEPORT, Vendor certifies that during the term of an award for all contracts by CITY OF LAKEPORT resulting from this procurement process, Vendor certifies that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation by any federal department or agency.

J. Pursuant to 2 C.F.R. Part 200, Appendix II, ¶ I, when federal funds are expended by CITY OF LAKEPORT, Vendor certifies that during the term and after the awarded term of an award for all contracts by CITY OF LAKEPORT resulting from this procurement process, the vendor certifies that it is in compliance with all applicable provisions of the Byrd Anti-Lobbying Amendment (31 U.S.C. 1352). The undersigned further certifies that:

1. No Federal appropriated funds have been paid or will be paid for on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of congress, or an employee of a Member of Congress in connection with the awarding of a Federal contract, the making of a Federal grant, the making of a Federal loan, the entering into a cooperative agreement, and the extension, continuation, renewal, amendment, or modification of a Federal contract, grant, loan, or cooperative agreement.

2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of congress, or an employee of a Member of Congress in connection with this Federal grant or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying”, in accordance with its instructions.

3. The undersigned shall require that the language of this certification be included in the award documents for all covered sub-awards exceeding $100,000 in Federal funds at all appropriate tiers and that all subrecipients shall certify and disclose accordingly.

K. Pursuant to 2 C.F.R. Part 200 Appendix II, ¶ J, when federal funds are expended by the District, as required by the Resource Conservation and Recovery Act of 1976 (42 U.S.C. § 6962(c)(3)(A)(i)), the vendor certifies, by signing this document, that the percentage of recovered materials content for EPA-designated items to be delivered or used in the performance of the contract will be at least the amount required by the applicable contract specifications or other contractual requirements.

L. Record Retention Requirements for Contracts Involving Federal Funds When federal funds are expended by CITY OF LAKEPORT for any contract resulting from this procurement process, Vendor certifies that it will comply with the record retention requirements detailed in 2 CFR § 200.333. Vendor further certifies that it will retain all records as required by 2 CFR § 200.333 for a period of three years after grantees or subgrantees submit final expenditure reports or quarterly or annual financial reports, as applicable, and all other pending matters are closed.

M. Compliance with the Energy Policy and Conservation Act When CITY OF LAKEPORT expends federal funds for any contract resulting from this procurement process, Vendor certifies that it will comply with the mandatory standards and Page | 12 Bid No. 24-04
policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. 6321 et seq.; 49 C.F.R. Part 18).

N. Equal Employment Statement
It is the policy of CITY OF LAKEPORT not to discriminate on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin Such action shall include, but not be limited to the following:

1. Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.

2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.

3. The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information.

4. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment.

5. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.

6. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Page | 13 Bid No. 24-04
Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

7. In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part, and the contractor may be declared ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.

8. The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in or is threatened with litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States.

Vendor further agrees that every subcontract entered into for the performance of this Contract shall contain a provision requiring non-discrimination in employment herein specified, binding upon each subcontractor. Breach of this covenant may be regarded as a material breach of the Contract.

O. Compliance with Buy America Provisions
CITY OF LAKEPORT has a preference for domestic end products for supplies acquired for use in the United States when spending federal funds (purchases that are made with non-federal funds or grants are excluded from the Buy America Act). Vendor certifies that it is in compliance with all applicable provisions of the Buy America Act.

P. Compliance with Clean Air Act

1. The contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq.

2. The contractor agrees to report each violation to the CITY OF LAKEPORT and understands and agrees that the CITY OF LAKEPORT will, in turn, report each violation as required to assure notification to the Treasury Department and the appropriate Environmental Protection Agency Regional Office.

3. The contractor agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with American Rescue Plan Act funding.

Page | 14 Bid No. 24-04
Q. Compliance with Federal Water Pollution Control Act

1. The contractor agrees to comply with all applicable standards, orders, or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seq.

2. The contractor agrees to report each violation to the CITY OF LAKEPORT and understands and agrees that the CITY OF LAKEPORT will, in turn, report each violation as required to assure notification to the Treasury Department and the appropriate Environmental Protection Agency Regional Office.

3. The contractor agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with American Rescue Plan Act funds.

R. Access to Records – 2 C.F.R. Part 200.336
Vendor agrees that the District’s Inspector General, Grant Administrator, the Comptroller General of the United States, or any of their duly authorized representatives shall have access to any books, documents, papers and records of Vendor, and its successors, transferees, assignees, and subcontractors that are directly pertinent to the Contract for the purpose of making audits, examinations, excerpts, and transcriptions. The right also includes timely and reasonable access to Vendor’s personnel for the purpose of interview and discussion relating to such documents.

Vendor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. Vendor agrees to provide the Grant Administrator or his authorized representatives access to construction or other work sites pertaining to the work being completed under the Contract.

S. Applicability to Subcontractors
Vendor agrees that all contracts it awards pursuant to the Contract shall be bound by the foregoing terms and conditions.

T. Compliance with Federal Law, Regulations, and Executive Orders Vendor agrees that American Rescue Plan Act funds will be used to fund the Contract only. The Vendor will comply with all applicable federal law, regulations, executive orders, policies, procedures, and directives.

U. No Obligation by Federal Government
Vendor agrees that the Federal Government is not a party to this Contract and is not subject to any obligations or liabilities to the non-Federal Entity, Vendor, or any party pertaining to any matter resulting from the Contract.

V. Fraud and False or Fraudulent Statements or Related Acts Vendor agrees that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims and Statements) applies to the Vendor’s actions pertaining to this Contract.

W. Changes
Vendor agrees that in the event of any changes or modifications to the method, price, or schedule of the work, the cost of such changes will be reasonable, allowable, and within the scope of the grant.

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PAYMENT BOND
[Project Name]
BID NO. [Bid #]

IN THE CITY OF LAKEPORT, CALIFORNIA
WHEREAS, the City of Lakeport, as AGENCY has awarded to Contractor’s Business Name, as CONTRACTOR, a contract for the above-stated project;
AND WHEREAS, CONTRACTOR is required to furnish a bond in connection with the contract, to secure the payment of claims of laborers, mechanics, material persons, and other persons as provided by law; NOW THEREFORE, we, the undersigned CONTRACTOR and SURETY, are held and firmly bound unto AGENCY in the sum of [DESCRIBE VERBALLY; 100% OF TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR]Dollars ($XXX,XXX.XX) which is one hundred percent (100%) of the total contract amount for the above-stated project, for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION IS SUCH that if CONTRACTOR, its heirs, executors, administrators, successors, assigns or subcontractors, shall fail to pay any of the persons named in Civil Code Section 9100, or amounts due under the Unemployment Insurance Code with respect to work or labor withheld, and to pay over to the Employment Development Department from the wages of employees of the CONTRACTOR and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to such work and labor, that the surety or sureties herein will pay for the same in an amount not exceeding the sum specified in this bond, otherwise the above obligation shall be void. In case suit is brought upon this bond, SURETY will pay reasonable attorneys’ fees to the plaintiffs and AGENCY in an amount to be fixed by the court.

This bond shall inure to the benefit to any of the persons named in Civil Code Section 9100 as to give a right of action to such persons or their assigns in any suit brought upon this bond.

The SURETY hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or the specifications accompanying it shall in any manner affect SURETY’s obligations on this bond. The SURETY hereby waives notice of any such change, extension, alteration or addition and hereby waives the requirements of Section 2845 of the Civil Code as a condition precedent to any remedies AGENCY may have.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this____ day of ________________, 20__.

Contractor* SURETY*…………………………………………
Name, Title of Signer …………………………………………
Contractor’s Business Name …………………..…………………….

Mailing Street Adress …………………………………….…..

City State, Zip Code …………………………………………
Telephone # …………………………………………

*Provide CONTRACTOR and SURETY name, address and telephone number and the name, title, address and telephone number for the respective authorized representatives. Power of Attorney must be attached.

Subscribed and sworn to this___ day of _____________________, 20__.

NOTARY PUBLIC .................................................................................................. (SEAL) (EXECUTE IN DUPLICATE)
Page | 16 Bid No. 24-04

FAITHFUL PERFORMANCE BOND
[Project Name]
BID NO. [Bid #]

IN THE CITY OF LAKEPORT, CALIFORNIA
KNOW ALL PERSONS BY THESE PRESENTS That Contractor’s Business Name, hereinafter referred to as “CONTRACTOR” as PRINCIPAL, and ______________________________________(Surety), a corporation duly organized and doing business under and by virtue of the laws of the State of California and duly licensed for the purpose of making, guaranteeing, or becoming sole surety upon bonds or undertakings as Surety, are held and firmly bound unto the CITY OF LAKEPORT, CALIFORNIA, hereinafter referred to as the “AGENCY” in the sum of [DESCRIBE VERBALLY; 100% OF TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR]Dollars ($XXX,XXX.XX); which is one hundred percent (100%) of the total contract amount for the above stated project; lawful money of the United States of America for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, assigns and successors, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that whereas CONTRACTOR has been awarded and is about to enter into a Contract with AGENCY to perform all work required pursuant to the contract documents for the project entitled: [Project Name and Bid #] which Contract is by this reference incorporated herein, and is required by AGENCY to give this Bond in connection with the execution of the Contract;
NOW, THEREFORE, if CONTRACTOR and his or her Subcontractors shall well and truly do and perform all the covenants and obligations of the Contract on his or her part to be done and performed at the times and in the manner specified herein including compliance with all Contract specifications and quality requirements, then this obligation shall be null and void, otherwise it shall be and remain in full force and effect;
PROVIDED, that any alterations in the work to be done, or in the material to be furnished, which may be made pursuant to the terms of the Contract, shall not in any way release CONTRACTOR or the Surety thereunder, nor shall any extensions of time granted under the provisions of the Contract release either CONTRACTOR or said Surety, and notice of such alterations of extensions of the Contract is hereby waived by said Surety.

In the event suit is brought upon this Bond by AGENCY and judgment is recovered, said Surety shall pay all costs incurred by AGENCY in such suit, including a reasonable attorney’s fee to be fixed by the Court.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this…….day of ...................................... , 20__.

Contractor* SURETY*…………………………………………
Name, Title of Signer …………………………………………
Contractor’s Business Name …………………..…………………….

Mailing Street Adress …………………………………….…..

City State, Zip Code …………………………………………
Telephone # …………………………………………
*Provide CONTRACTOR and SURETY name, address and telephone number and the name, title, address and telephone number for their respective authorized representatives. Power of Attorney must be attached.

Subscribed and sworn to this___ day of ______________ , 20__.

NOTARY PUBLIC .................................................................................................. (SEAL) (EXECUTE IN DUPLICATE)
Page | 17 Bid No. 24-04

MAINTENANCE BOND
[Project Name]
BID NO. [Bid #]

IN THE CITY OF LAKEPORT, CALIFORNIA
KNOW ALL PERSONS BY THESE PRESENTS THAT WHEREAS, the City of Lakeport, as AGENCY has awarded to Contractor’s Business Name, as CONTRACTOR, a contract for the above-stated project.

AND WHEREAS, CONTRACTOR is required to furnish a bond in connection with the contract guaranteeing maintenance thereof;
NOW, THEREFORE, we, the undersigned CONTRACTOR and SURETY, are held firmly bound unto AGENCY in the sum of DESCRIBE VERBALLY; 50% OF TOTAL CONTRACT AMOUNT—TO BE INSERTED BY CONTRACTOR]Dollars ($XXX,XXX.XX), which is fifty percent (50%) of the total contract amount for the above-stated project to be paid to AGENCY, its successors and assigns, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that if CONTRACTOR shall remedy without cost to AGENCY any defects which may develop during a period of one (1) year from the date of recordation of the Notice of Completion of the work performed under the contract, provided such defects are caused by defective or inferior materials or work, then this obligation shall be void; otherwise it shall be and remain in full force and effect. In case suit is brought upon this bond, SURETY will pay reasonable attorneys’ fees to the AGENCY in an amount to be fixed by the court.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this____ day of ...................................... , 20__.

Contractor* SURETY*…………………………………………
Name, Title of Signer …………………………………………
Contractor’s Business Name …………………..…………………….

Mailing Street Adress …………………………………….…..

City State, Zip Code …………………………………………
Telephone #
…………………………………………
*Provide CONTRACTOR and SURETY name, address and telephone number and the name, title, address and telephone number for their respective authorized representatives. Powers of Attorney must be attached.

Subscribed and sworn to this ........... day of ............................... , 20__.

NOTARY PUBLIC .................................................................................................. (SEAL)

(EXECUTE IN DUPLICATE)

EXHIBIT B
Federal Prevailing Wage Determination
"General Decision Number: CA20240004 05/24/2024
Superseded General Decision Number: CA20230004
State: California
Construction Types: Heavy (Heavy and Dredging) and Highway Counties: Del Norte, Humboldt, Lake and Mendocino Counties in California.

DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling);

AND HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 |
|into on or after January 30, | generally applies to the | |2022, or the contract is | contract. |
|renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at |
|after January 30, 2022: | least $17.20 per hour (or |
| | the applicable wage rate |
| | listed on this wage |
| | determination, if it is |
| | higher) for all hours |
| | spent performing on the |
| | contract in 2024. |
|______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. |
|contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the |
| | applicable wage rate listed|
| | on this wage determination,|
| | if it is higher) for all |
| | hours spent performing on |
| | that contract in 2024. |
|______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date
0 01/05/2024
1 01/12/2024
2 03/01/2024
3 04/12/2024
4 05/24/2024
ASBE0016-005 01/01/2024
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
(1) Mendocino County.......$ 64.56 25.07
(2) Del Norte, Humboldt,
Lake Counties...............$ 64.56 25.07
---------------------------------------------------------------- ASBE0016-006 01/01/2021
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 30.45 10.60
---------------------------------------------------------------- * BRCA0003-001 08/01/2023
Rates Fringes
MARBLE FINISHER..................$ 41.18 18.58
---------------------------------------------------------------- * BRCA0003-003 08/01/2023
Rates Fringes
MARBLE MASON.....................$ 60.20 28.82
---------------------------------------------------------------- * BRCA0003-006 05/01/2024
Rates Fringes
BRICKLAYER.......................$ 57.02 28.50
SPECIALTY PAY:
(A) Underground work such as tunnel work, sewer work,
manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.
(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.
(C) Gunite nozzle person shall receive $1.25 per hour above the regular rate.
---------------------------------------------------------------- * BRCA0003-008 07/01/2023
Rates Fringes
TERRAZZO FINISHER................$ 43.90 19.51
TERRAZZO WORKER/SETTER...........$ 59.06 28.31
---------------------------------------------------------------- * BRCA0003-013 04/01/2024
Rates Fringes

TILE FINISHER
Del Norte & Humboldt
Counties....................$ 37.75 19.28
Lake & Mendocino Counties...$ 35.78 19.23

TILE LAYER
Del Norte & Humboldt
Counties....................$ 59.92 22.62
Lake & Mendocino Counties...$ 56.79 22.54
---------------------------------------------------------------- CARP0034-001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.-deeper $5.00 per foot
SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
---------------------------------------------------------------- CARP0034-003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69
---------------------------------------------------------------- CARP0751-002 07/01/2021
Del Norte, Humboldt, Lake and Mendocino Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
---------------------------------------------------------------- ELEC0551-001 06/01/2023

LAKE AND MENDOCINO COUNTIES
Rates Fringes
ELECTRICIAN......................$ 56.92 30.16
TUNNEL WORK: Add $0.50 per hour.
---------------------------------------------------------------- ELEC0551-002 06/01/2023

DEL NORTE AND HUMBOLDT COUNTIES
Rates Fringes
Electricians:....................$ 56.92 30.16
TUNNEL WORK: Add $0.50 per hour.
---------------------------------------------------------------- ELEC1245-002 06/01/2022

HUMBOLDT, LAKE AND MENDOCINO COUNTIES
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment)...........$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ENGI0003-014 06/29/2020
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.

SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 51.42 31.15
GROUP 2.....................$ 49.89 31.15
GROUP 3.....................$ 48.41 31.15
GROUP 4.....................$ 47.03 31.15
GROUP 5.....................$ 45.76 31.15
GROUP 6.....................$ 44.44 31.15
GROUP 7.....................$ 43.30 31.15
GROUP 8.....................$ 42.16 31.15
GROUP 8-A...................$ 39.95 31.15
OPERATOR: Power Equipment
(Cranes and Attachments -
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving - AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection - AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
- AREA 1:)
SHAFTS, STOPES, RAISES:

GROUP 1....................$ 47.52 31.15
GROUP 1-A..................$ 49.99 31.15
GROUP 2....................$ 46.26 31.15
GROUP 3....................$ 44.93 31.15
GROUP 4....................$ 43.79 31.15
GROUP 5....................$ 42.65 31.15
UNDERGROUND:

GROUP 1....................$ 47.42 31.15
GROUP 1-A..................$ 49.89 31.15
GROUP 2....................$ 46.16 31.15
GROUP 3....................$ 44.83 31.15
GROUP 4....................$ 43.69 31.15
GROUP 5....................$ 42.55 31.15
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo-Yo Cat: $.60 per hour additional.

POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.

GROUP 2: Highline cableway; Hydraulic excavator, 3-1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.

GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre-stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull- type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy-duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy-duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber-Greene and similar); Miller
Formless M-9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber-tired scraper, self-loading (paddle-wheels, etc.); Rubber- tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor-drawn scraper; Tractor, compressor drill
combination; Welder; Woods-Mixer (and other similar Pugmill equipment)
GROUP 5: Cast-in-place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip-forms, etc., in tunnels); Screed (automatic or manual); Self-propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T-600B rock cutter or similar
GROUP 6: Armor-Coater (or similar); Ballast jack tamper; Boom- type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck-mounted; Chip spreading machine operator; Concrete saw (self-propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro-hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi-lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck-mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self- propelled pipeline wrapping machine; Tractor;
Self-loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual-purpose
A-frame truck, non-rotating - under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self-propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self-propelled compactor (without dozer); Signalperson; Slip-form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck- type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir-debris tug (self- propelled floating); Ross Carrier (construction site);
Rotomist operator; Self-propelled tape machine; Shuttlecar; Self-propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8-A: Elevator operator; Skidsteer loader-Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe-trencher); Tub grinder wood chipper
----------------------------------------------------------

ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal-mounted, over 100 tons; Self-propelled boom-type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self-propelled boom-type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self-propelled boom-type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A-frame truck,
non-rotating over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck-mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) - under 15 tons;
-----------------------------------------------------------

PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self-propelled boom-type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self-propelled boom-type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F-12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self- propelled boom-type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy-duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
-------------------------------------------------------------

STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self- propelled boom-type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self-propelled boom-type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self-propelled boom-type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy-duty repair person/welder
GROUP 5: Boom cat
-------------------------------------------------------------- --

TUNNEL AND UNDERGROUND WORK
GROUP 1-A: Tunnel bore machine operator, 20' diameter or more

GROUP 1: Heading shield operator; Heavy-duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
----------------------------------------------------------- AREA DESCRIPTIONS:

POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: DEL NORTE, HUMBOLDT, LAKE, MENDOCINO
AREA 2 -NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

DEL NORTE COUNTY:

Area 1: Extreme Southwest corner
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
MENDOCINO COUNTY:

Area 1: Central and Southeastern Parts
Area 2: Remainder
---------------------------------------------------------------- ENGI0003-019 06/29/2020

SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 39.95 30.28
AREA 2.....................$ 41.95 30.28
GROUP 2
AREA 1.....................$ 36.35 30.28
AREA 2.....................$ 38.35 30.28
GROUP 3
AREA 1.....................$ 31.74 30.28
AREA 2.....................$ 33.74 30.28
GROUP DESCRIPTIONS:

GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.

GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment
shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A-Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber-Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.

GROUP 3: Landscae Utility Operator: Small Rubber-Tired
Tractor, Trencher Under 31 HP.

AREA DESCRIPTIONS:

AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,

NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,

SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,

SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 - MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:

ALPINE COUNTY:

Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:

Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:

Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:

Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:

Area 1: North Central part
Area 2: Remainder

FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:

Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:

Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:

Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:

Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder

MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part

MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:

Area 1: Central and Southeastern parts
Area 2: Remainder

MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:

Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:

Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:

Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:

Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:

Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:

Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:

Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:

Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:

Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:

Area 1: Remainder
Area 2: Eastern Part
---------------------------------------------------------------- IRON0377-004 01/01/2024

DEL NORTE COUNTY
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 41.00 34.20
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- IRON0377-005 01/01/2024
HUMBOLDT, LAKE and MENDOCINO COUNTIES
Rates Fringes
Ironworkers:

Fence Erector...............$ 42.53 26.26
Ornamental, Reinforcing
and Structural..............$ 47.45 34.90
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-006 06/26/2023
AREA ""1"" - ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND

SANTA CLARA COUNTIES
AREA ""2"" - CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, MONTEREY, SAN BENITO, SAN JOAQUIN, STANISLAUS, AND

TUOLUMNE COUNTIES
Rates Fringes

LABORER (ASBESTOS/MOLD/LEAD

LABORER)
Area 1......................$ 36.50 28.34
Area 2......................$ 35.50 28.34
ASBESTOS REMOVAL-SCOPE OF WORK: Site mobilization; initial site clean-up; site preparation; removal of
asbestos-containing materials from walls and ceilings; or from pipes, boilers and mechanical systems only if they are being scrapped; encapsulation, enclosure and disposal of asbestos-containing materials by hand or with equipment or machinery; scaffolding; fabrication of temporary wooden barriers; and assembly of decontamination stations.
---------------------------------------------------------------- LABO0261-006 07/01/2023

MARIN COUNTY
Rates Fringes

LABORER
Mason Tender-Brick..........$ 37.54 25.55
FOOTNOTE: Refractory work where heat-protective clothing is required: $2.00 per hour additional.
---------------------------------------------------------------- LABO0324-003 07/01/2023

DEL NORTE, HUMBOLDT, LAKE, AND MENDOCINO COUNTIES
Rates Fringes

LABORER (TRAFFIC CONTROL/LANE

CLOSURE)
Escort Driver, Flag Person..$ 36.26 27.30
Traffic Control Person I....$ 36.56 27.30
Traffic Control Person II...$ 34.06 27.30
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.

TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
---------------------------------------------------------------- LABO0324-005 06/26/2023
Rates Fringes
Laborers: (CONSTRUCTION CRAFT

LABORERS)
Construction Specialist
Group.......................$ 36.20 27.30
GROUP 1.....................$ 35.50 27.30
GROUP 1-a...................$ 35.72 27.30
GROUP 1-c...................$ 35.55 27.30
GROUP 1-e...................$ 36.05 27.30
GROUP 1-f...................$ 36.08 27.30
GROUP 2.....................$ 35.35 27.30
GROUP 3.....................$ 35.25 27.30
GROUP 4.....................$ 28.94 27.30
See groups 1-b and 1-d under laborer classifications
Laborers: (GUNITE)
GROUP 1.....................$ 36.46 27.30
GROUP 2.....................$ 35.96 27.30
GROUP 3.....................$ 35.37 27.30
GROUP 4.....................$ 35.25 27.30
Laborers: (WRECKING)
GROUP 1.....................$ 35.50 27.30
GROUP 2.....................$ 35.35 27.30
Landscape Laborer (Gardeners,
Horticultural & Landscape
Laborers)
Establishment Warranty
Period......................$ 28.94 27.30
New Construction............$ 35.25 27.30
FOOTNOTES:

Laborers working off or with or from bos'n chairs, swinging scaffolds, belts (not applicable to workers entitled to receive the wage rate set forth in Group 1-a): $0.25 per hour additional.

LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Masonry and plasterer tender; Cast-in-place manhole form setter; Pressure pipelayer; Davis trencher - 300 or similar type (and all small trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker; Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter; Dri-pak-it machine; Faller, logloader and bucker; Form raiser, slip forms; Green cutter;
Headerboard, Hubsetter, aligner, by any method; High
pressure blow pipe (1-1/2"" or over, 100 lbs.
pressure/over); Hydro seeder and similar ype; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and
similar type compactor; Kettle tender, pot and worker
applying asphalt, lay-kold, creosote, lime, caustic and similar type materials (applying means applying, dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite,
epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast-manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock-slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator
GROUP 1-a: Joy drill model TWM-2A; Gardner-Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1-b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes, shall receive $5.00 per day above Group 1 wage rates.

GROUP 1-c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1-d: Maintenance and repair track and road beds
(underground structures). All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work performed on underground
structures not specifically covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall apply to cut and cover work of
subway construction after the temporary cover has been
placed.

GROUP 1-e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.

GROUP 1-f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke-setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand-held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1-f; Jacking of pipe - under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: All clean-up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:

A: at demolition site for the salvage of the material.

B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.

C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.

The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer

WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi-skilled wrecker (salvaging of other building materials)
---------------------------------------------------------------- LABO0324-007 06/26/2023

DEL NORTE, HUMBOLDT, LAKE, AND MENDOCINO COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:

GROUP 1.....................$ 45.89 27.72
GROUP 2.....................$ 45.66 27.72
GROUP 3.....................$ 45.41 27.72
GROUP 4.....................$ 44.96 27.72
GROUP 5.....................$ 44.42 27.72
Shotcrete Specialist........$ 46.41 27.72

TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen - where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner - tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster - potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman - primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang - muckers, trackmen; Concrete crew - includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
---------------------------------------------------------------- LABO0324-009 07/01/2023

DEL NORTE, HUMBOLDT, LAKE, MENDOCINO, NAPA, SOLANO, AND SONOMA

COUNTIES
Rates Fringes

LABORER
Mason Tender-Brick..........$ 36.84 26.24
FOOTNOTE: Refractory work where heat-protective clothing is required: $2.00 per hour additional.
---------------------------------------------------------------- PAIN0016-021 01/01/2024

LAKE AND MENDOCINO COUNTIES
Rates Fringes
Painters:........................$ 50.51 27.66
---------------------------------------------------------------- * PAIN1034-001 06/01/1993

DEL NORTE AND HUMBOLDT COUNTIES
Rates Fringes
Painters:

Brush & Roller..............$ 13.35 ** 2.94
Sandblaster, spray,
structural steel &
swing stage.................$ 13.60 ** 2.94
---------------------------------------------------------------- PAIN1176-001 07/01/2022
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:

GROUP 1.....................$ 40.83 17.62
GROUP 2.....................$ 34.71 17.62
GROUP 3.....................$ 35.11 17.62

CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
---------------------------------------------------------------- PLAS0300-005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27
---------------------------------------------------------------- PLUM0038-004 07/01/2022

LAKE AND MENDOCINO COUNTIES
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utliity Fitter).....$ 69.70 33.15

PLUMBER
Work on wooden frame
structures 5 stories or
less excluding high-rise
buildings and commercial
work such as hospitals,
prisons, hotels, schools,
casinos, wastewater
treatment plants, and
research facilities as
well as refrigeration
pipefitting, service and
repair work - MARKET
RECOVERY RATE...............$ 69.70 46.38
All other work - NEW
CONSTRUCTION RATE...........$ 82.00 48.18
---------------------------------------------------------------- PLUM0355-005 07/01/2022
DEL NORTE AND HUMBOLDT COUNTIES:

Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 32.22 17.55
---------------------------------------------------------------- SHEE0104-016 06/29/2020
Rates Fringes

SHEET METAL WORKER
Mechanical contracts
$200,000 or less............$ 55.92 45.29
All other work..............$ 64.06 46.83
---------------------------------------------------------------- TEAM0094-001 07/01/2022
Rates Fringes
Truck drivers:

GROUP 1.....................$ 36.95 31.14
GROUP 2.....................$ 37.25 31.14
GROUP 3.....................$ 37.55 31.14
GROUP 4.....................$ 37.90 31.14
GROUP 5.....................$ 38.25 31.14
FOOTNOTES:

Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre-batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.

Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean-up
truck: Use appropriate rate for the power unit or the
equipment utilized.

TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2- axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single-unit flat rack (3-axle unit); Highbed heavy duty transport; Scissor truck; Rubber-tired muck car (not self-loaded); Rubber-tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber-tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self- propelled street sweeper with
self-contained refuse bin; Boom truck - hydro-lift or
Swedish type extension or retracting crane; P.B. or similar type self-loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls - DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ ** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($17.20) or 13658 ($12.90). Please see the Note at the top of the wage
determination for more information. Please also note that the minimum wage requirements of Executive Order 14026 are not currently being enforced as to any contract or subcontract to which the states of Texas, Louisiana, or Mississippi, including their agencies, are a party.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

State Adopted Rate Identifiers
Classifications listed under the ""SA"" identifier indicate that the prevailing wage rate set by a state (or local) government was adopted under 29 C.F.R �1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 01/03/2024 reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
----------------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION"
SECTION 9 PAGE 1 BID NO. 24-04
SPECIAL PROVISIONS-700 SERIES

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04
700 RESPONSIBILITIES OF THE CONTRACTOR
700-1 STAFFING AND RESOURCES
The Contractor commits to providing the manpower and equipment necessary to accomplish the work in the designated contract schedule and time frame. If the Contractor falls behind in the work schedule accomplishment, additional resources shall be provided to return the work to schedule.
700-2 PROJECT SCHEDULE
Contractor shall provide a work schedule to the ENGINEER, in accordance with Section 6-1.2, demonstrating how they will accomplish the work within the allotted working days. 700-3 EMERGENCY INFORMATION
The Contractor shall provide the following information in writing and submit it with the signed contract, contract bonds and certificates of insurance. Failure to comply may result in delays in the processing of the contract documents.

1. Name of authorized representative at the job site.

2. Address and telephone number where the above person can be reached 24 hours a day.

3. Address of the nearest office of the Contractor and the name and telephone number of a person at that office who is familiar with the project.

4. Address and telephone number of the Contractor’s main office and the name and telephone number of the person at that office familiar with the project. 700-3A SUBMITTALS
The Contractor shall provide the following submittals prior to the preconstruction meeting.

Traffic Control Plan
Emergency Contact List
Project Superintendent
Project Manager
Applicable Storm Water Protection Plan
Subcontractor Request List
Contractor’s Equipment List
Submittals included in Technical Sections

SECTION 9 PAGE 2 BID NO. 24-04
700-4 ORDER OF WORK
The following order of work shall be followed unless otherwise agreed upon in writing with the City:

1. Preparation Work including Traffic Control Signage, WPCP, etc

2. Lower Utilities

3. Cold Planing

4. City Marking of Digouts

5. Digouts under Cold Planing

6. HMA Leveling Course

7. Paving Mat

8. HMA Surface Course

9. RRFB Installation

10. Pavement Markings & Signs

11. As-constructed grade submittals

12. Cleanup and Punchlist
700-5 BID ITEM DESCRIPTIONS
700-5.1 BID ITEM 1 – MOBILIZATION
A. Scope of Work

1. Costs associated to mobilize crew and equipment

2. Set up storage yard, fencing, security, etc.

3. Provide construction water

4. Other initial costs not covered by other items of work.

B. Payment

1. Lump Sum

2. If lump sum bid item is less than 5% of the total bid:
a. 75% paid on first progress payment
b. 25% on second pay estimate

3. If lump sum bid item is more than 5% of total bid:
a. 3.75% of bid paid on first pay estimate
b. 1.25% on second pay estimate
c. Remainder paid as percentage of work completed.
700-5.2 BID ITEM 2 – TRAFFIC CONTROL
A. Scope of Work

1. Preparation of Traffic Control Plan

2. Provide signage, barricades, flagmen, etc.

3. Install, maintain, and remove as required.

B. Payment

1. Lump Sum

2. Prorated by percentage of work completed or elapsed contract time, whichever is less.
700-5.3 BID ITEM 3 – WATER POLLUTION CONTROL PROGRAM (WPCP) A. Scope of Work
SECTION 9 PAGE 3 BID NO. 24-04

1. Prepare WPCP by QSD

2. Implement by QSP

3. Provide monitoring reports on a weekly basis

4. Removal of BMP’s at catch basins shall be under City supervision B. Payment

1. Lump Sum

2. 50% on Implementation

3. Remainder based percentage of completion by contract time. 700-5.4 BID ITEM 4 – 3/8” Type A HMA Leveling Course
A. Scope of Work

1. Placement of HMA leveling course per plans and specifications B. Payment

1. Paid at the unit cost per ton installed.

2. Paid on delivery tickets turned over at end of shift 700-5.5 BID ITEM 5 – ½” Type A HMA Surface Course
A. Scope of Work

1. Placement of HMA in 4” mill areas
B. Payment

1. Paid at the unit cost per ton installed.

2. Paid on delivery tickets turned over at end of shift

3. Deduction if non-compliant in place density

700-5.6 BID ITEM 6 – ½” Type A HMA -Digouts
A. Scope of Work

1. Placement of HMA surface course per plans and specifications B. Payment

1. Paid at the unit cost per ton installed.

2. Paid on delivery tickets turned over at end of shift

3. Deduction if non-compliant in place density

4. +/-25% Quantity variance does not apply. Paid at installed quantity only.
700-5.7 BID ITEM 7 – Pavement Reinforcing Mat
A. Scope of Work

1. Placement of paving mat per plans and specifications B. Payment

1. Paid at the unit cost per square yard of surface area installed.

2. Overlaps not included in area. Roll count not a basis for payment. 700-5.8 BID ITEMS 8 & 9– COLD PLANING
A. Scope of Work

1. Cold plane existing pavement to limits and and depths established by Engineer or City Representative.

2. The City will mark the 4” digouts on South Main Street. Allow two working days after milling for marking digouts. Proceed with digouts only after all of the digouts have been marked by the City.

SECTION 9 PAGE 4 BID NO. 24-04

3. During digout marking during the day, provide traffic control and loaded water truck for testing of failed areas.

2. Trucking, sweeping and related activities

4. The 4-foot digout shall be performed with a 4 foot width grinder. If the contractor desires to use a wider grinder, no additional compensation for either the cold planning or HMA to backfill will be paid.

B. Payment

1. Square foot measured in field by Engineer

2. Paid as indicated in various bid items
700-5.9 BID ITEM 10 – LOWER & ADJUST MANHOLES
A. Scope of Work

1. Reference and tie off with removal markings the center of each valve cover.

2. Protect interior flow lines from debris intrusion by covering bottom of manhole with plywood covers.

3. Jackhammer and remove existing frame and riser if necessary, to a depth at least 3 inches below cold milling.

4. Place steel cover over riser rings and backfill with cold mix HMA

5. After paving, using reference ties, locate center of each manhole lid to be adjusted.

6. Jackhammer and remove new asphalt surfacing without disturbing or raising pavement to be left in place. Final cut shall be circular and to the dimension indicated on the applicable Standard Details.

7. Expose steel plate and risers

8. Install risers as necessary and frame and grate. Maximum gap between bottom of frame and riser shall be 3 inches. Install manhole and lid to be flush to 1/8 inch higher than surrounding pavement.

9. Install concrete collar, finish with smooth trowel finish and protect from damage from traffic or other sources.

10. Grout gap between rise and frame using commercial non-shrink grout. Finish smooth to interior of manhole

11. Work shall be accomplished the same day.

12. Clean manhole from any debris intrusion, fully exposing plywood.

Clean pipe invert and pipes if any debris intrusion occurs to satisfaction of City.

13. Remove temporary markings from curbs, etc.

B. Payment

1. Paid per each location.

2. Includes all incidentals necessary to complete in place.

3. If manhole is to be left in place because the grade is to be matched, full payment shall be for each location for hand work relating to cold milling and protecting in place.
700-5.10 BID ITEM 11 – LOWER & ADJUST WATER VALVES
A. Scope of Work

1. Using reference ties, locate center of each valve box to be adjusted.

2. Remove existing box and cover. Protect riser from damage and debris.

SECTION 9 PAGE 5 BID NO. 24-04

3. After paving, install new box and cover to grade.

4. Jackhammer and remove new asphalt surfacing without disturbing or raising pavement to be left in place. Final cut shall be circular and to the dimension indicated on the applicable Standard Details.

5. Expose riser.

6. Install valve box and cover to be flush to 1/8 inch higher than surrounding pavement.

7. Install concrete collar, finish with smooth trowel finish and protect from damage from traffic or other sources.

8. Clean valve stem can from any debris intrusion, fully exposing valve nut.

9. Remove temporary markings from curbs, etc.

B. Payment

1. Paid per each location.

2. Includes all incidentals necessary to complete in place.

3. If water valve is to be left in place because the grade is to be matched, full payment shall be for each location for hand work relating to cold milling and protecting in place.
700-5.11 BID ITEM 12 – COMMUNICATION UTILITY BOX
A. Scope of Work

1. Protect box during work

2. Cold Plane around box

3. Includes handwork to remove pavement adjacent to box.

B. Payment

1. Paid by each location

2. Includes all incidentals necessary to complete in place.

3. Full payment shall be for each location for hand work relating to cold milling and protecting in place.
700-5.12 BID ITEM 13 through 20 –THERMOPLASTIC PAVEMENT MARKINGS A. Scope of Work

1. Install thermoplastic pavement markings as shown on plans.

2. Includes any removal of existing stripe where necessary..

B. Payment

1. Paid for by unit price measured in place.

2. Measurement does not include gaps in striping.

3. Includes all incidentals necessary to complete in place. 700-5.13 BID ITEM 21 through 23 – PAINTED CURB MARKINGS A. Scope of Work

1. Clean and prepare existing curb to be painted by wire brushing.

2. Install painted curb as indicated on plans and in specifications.

B. Payment
SECTION 9 PAGE 6 BID NO. 24-04

1. Paid per lineal foot installed.

2. Includes all incidentals necessary to complete in place. 700-5.14 BID ITEM 24– BLUE REFLECTIVE MARKERS
A. Scope of Work

1. Install adjacent to Fire Hydrants as indicated on drawings.

2. Install per special provisions and Caltrans Std. Specifications B. Payment

1. Paid by each marker installed.

2. Includes all incidentals necessary to complete in place. 700-5.17 BID ITEM 25 – RRFB UNITS
A. Scope of Work

1. Provide RRFB units including pole base, pole, audible push button station, unidirectional beacon, solar panel, battery, wireless communication with other units, cabinet, W11-2 sign and W16-7P sign. Also associated R1-5 signs, poles and bases.

2. Includes training on setup, timing and maintenance.

B. Payment

1. Paid by each unit plus sign placed.

2. Includes all incidentals necessary to complete in place. 701 PUBLIC CONVENIENCE
A. You are responsible to provide for public safety. Compliance with this section does not relieve you of your responsibility for public safety.

B Construction activities must not inconvenience the public or abutting property owners. Schedule and conduct work to avoid unnecessary inconvenience to the public and abutting property owners. Avoid undue delay in construction activities to reduce the public's exposure to construction.

C. Where possible, route traffic on new or existing paved surfaces.

Maintain convenient access to driveways, houses, and buildings. When an abutting property owner's access across the right-of-way line is to be eliminated or replaced under the Contract, the existing access must not be closed until the replacement access facility is usable. Construct temporary approaches to a crossing and an intersecting highway.

Provide a reasonably smooth and even surface for use by traffic at all time during the excavation of a roadway and construction of an embankment. Before other grading activities, place fill at culverts and bridges to allow traffic to cross. If ordered, excavate a roadway cut in layers and construct an embankment in partial widths at a time alternating construction from one side to the other and routing traffic over the side opposite the one under construction. Install or construct culverts on only 1/2 the width of the traveled way at a time; keep the traveled way portion being used by traffic open and unobstructed until the opposite side of the traveled way is ready for use by traffic.

SECTION 9 PAGE 7 BID NO. 24-04
Upon completion of rough grading or placing any subsequent layer, bring the surface of the roadbed to a smooth and even condition, free of humps and depressions, and satisfactory for the use of the public.

After subgrade preparation for a specified layer of material has been completed, repair any damage to the roadbed or completed subgrade, including damage caused by public use.

While subgrade and paving activities are underway, allow the public to use the shoulders. If half-width paving methods are used, allow the public to use the side of the roadbed opposite the one under construction. If enough width is available, keep open a passageway wide enough to accommodate at least 2 lanes of traffic at locations where subgrade and paving activities are underway. Shape shoulders or reshape subgrade as necessary to accommodate traffic during subgrade preparation and paving activities.

D. Control dust resulting from the work, inside and outside the right-of-way. Apply a dust palliative for the prevention or alleviation of dust nuisance.

E. If a height differential of more than 0.04 foot is created by construction activities at a joint transverse to the direction of traffic on the traveled way or a shoulder subject to public traffic, construct a temporary taper at the joint with a slope of 2 foot horizontal to 1 inch vertical. For a taper on existing asphalt concrete or concrete pavement, construct the taper with cold or hot mix HMA. If authorized, you may use alternative materials or methods to construct the required taper.

F. Install signs, lights, flares, temporary barrier system, barricades and other facilities to direct traffic. Provide flaggers whenever necessary to direct the movement of the public through or around the work.

G. The City Engineer may order or consent to your request to open a completed section of surfacing, pavement, or structure roadway surface for public use. You will not be compensated for any delay to your construction activities caused by the public.

This does not relieve you from any other contractual responsibility. 702 PUBLIC SAFETY
A. Do not store vehicles, material, or equipment in a way that creates a hazard to the public or obstructs traffic control devices. Do not install or place temporary facilities used to perform the work which interfere with the free and safe passage of traffic. Install temporary illumination such that the illumination and the illumination equipment do not interfere with public safety. The installation of general roadway illumination does not relieve you from furnishing and maintaining any protective devices. Do not move or temporarily suspend anything over a traffic lane open to the public unless the public is protected.

B. Whenever your activities create a condition hazardous to the public, SECTION 9 PAGE 8 BID NO. 24-04
furnish, erect and maintain those fences, temporary barrier system, barricades, lights, signs, and other devices and take any other necessary protective measures to prevent damage or injury to the public.

C. Immediately remove spillage from a roadway.

D. Install temporary barrier system or other authorized protective systems under any of the following conditions:

1. Excavations: Where the near edge of the excavation is within 15 feet from the edge of an open traffic lane

2. Temporarily unprotected permanent obstacles: When the work includes the installation of a fixed obstacle together with a protective system, such as a sign structure together with protective railing, and you elect to install the obstacle before installing the protective system; or you, for your convenience and as authorized, remove a portion of an existing protective railing at an obstacle and do not replace such railing completely the same day

3. Storage areas: When material or equipment is stored within 15 feet of the edge of an open traffic lane and the storage is not otherwise prohibited by the Contract
E. Installation of temporary barrier system is not required if an excavation within 15 feet from the edge of an open traffic lane is protected by any of the following:

1. Steel plate or concrete covers of adequate thickness to prevent accidental entry by traffic or the public

2. Side slope where the downhill slope is 4:1 (horizontal:vertical)

3. Barrier or railing
Offset the approach end of temporary barrier system a minimum of 15 feet from the edge of an open traffic lane. Install the temporary barrier system on a skew toward the edge of the traffic lane of not more than 1 foot transversely to 10 feet longitudinally with respect to the edge of the traffic lane. If the 15-foot minimum offset cannot be achieved, the temporary barrier system must be installed on the 10 to 1 skew to obtain the maximum available offset between the approach end of the railing and the edge of the traffic lane, and an array of temporary crash cushion modules must be installed at the approach end of the temporary barrier system. Secure temporary barrier system in place before starting work for which the temporary barrier system is required.

F. If you appear to be neglectful or negligent in furnishing warning devices and taking protective measures, the City Engineer may direct your attention to the existence of a hazard. You must furnish and install the necessary warning devices. If the City Engineer points out the inadequacy of warning devices and protective measures, that action on the part of the City Engineer does not SECTION 9 PAGE 9 BID NO. 24-04
relieve you from your responsibility for public safety or abrogate your obligation to furnish and pay for these devices and measures. 703 TRAFFIC & PEDESTRIAN CONTROL
703-1 PROJECT SPECIFIC GUIDELINES
The following guidelines shall be used to develop and submit a traffic control plan for the project.

1. CMS boards shall be placed and maintained on various streets as follows:

A. South Main Street south of Lakeport Boulevard:

B. South Main Street north of 1st Street
C. Lakeport Boulevard west of South Main Street
D. Martin Street west of South Main Street

2. Working Hours:

A. Daytime Hours (7 AM to 5 PM)

1. Layout

2. City marking digouts

3. Pavement Markings

4. RRFB installation
B. Night time Hours (9 PM to 6 AM) Only

1. Cold Planing – South and North Main Street

2. Digouts

3. Leveling Course

4. Pavement Reinforcing Mat installation

5. Surface Course

6. Adjusting
C. Deviation of Work Hours

1. Request in writing to City

2. Minor deviations may be allowed by City Engineer,

3. Major modifications require change order.

3. Traffic Control Requirement (day)
A. Maintain one 11 foot lane in each direction
B. Provide flag persons at intersections or other locations as necessary to perform work and protect workers.

4. Traffic Control Requirements (night)
A. Provide access to residents and businesses
B. Provide detours to other traffic. Submit detailed detour plans 703-2 TRAFFIC CONTROL SYSTEM

1. Traffic Control Plan
A. Comply with the latest edition of the California MUTCD.

B. Prepared and stamped by registered Civil or Traffic Engineer.

C. Provide as a submittal allowing 10 calendar days for review SECTION 9 PAGE 10 BID NO. 24-04
D. If the project is sequenced, provide separate specific traffic control plans for each sequence or phase.

E. Indicate all the placement location of all signs, cones, barricades, light stands, flag persons and other traffic control devices. Device spacing and distances shall be provided.

F. Provide for the safe passage of all public traffic including vehicles, bicyclist and pedestrian traffic.

G. Changes in the specified traffic control plan shall be requested at least 5 calendar days prior the expected date of the requested change.

2. Traffic Control Installation and Maintenance
A. Advance construction warning signs shall be placed on all streets leading into the construction area before any construction is started.

B. The signs shall remain in place from the first date of work until the punch list is complete
C. Install the traffic control signs, delineation, barriers, etc. as indicated on the Traffic Control Plan.

D. Cover signs that direct traffic to a closed area.

E. If any component in the traffic control system is displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location.

F. When lane closures are made for work periods only, at the end of each work period all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder.

G. The Contractor shall provide access to all private properties. Additional means of access and sequencing of the Work to facilitate access shall be at the option and expense of the Contractor.

H. All streets shall be open for use by public traffic on Saturdays, Sundays, and designated legal holidays, after 5:00 p.m. on Fridays and the day preceding designated City legal holidays, and when construction operations are not actively in progress.

I. Minimum monitoring shall consist of visiting the site once prior to 8 AM and once after 6 PM each day that no work is performed on project. 703-3 ACCESS TO BUSINESSES & PRIVATE PROPERTY
A. Notification to Property Owners

1. Provide door hanger type notices 5 to 7 days in advance to each street resident or business.

2. Contractor will contact and discuss scheduling with residences daily during the course of the closures.

Cooperate with adjacent landowners to permit and maintain access.

3. The U.S.P.S. shall be provided access to existing mail facilities.

SECTION 9 PAGE 11 BID NO. 24-04

4. Coordinate with refuse disposal to allow normal pickup.

B. Non-working Hours

1. Except as provided herein, access shall be provided to all businesses and private property during non-work hours.
703-4 TEMPORARY PAVEMENT DELINEATION
A. Placement and Maintenance

1. Remove any signs or markings which conflict with temporary markings.

2. Place in same work period as existing pavement delineation is obliterated or removed.

3. Do not apply over existing pavement markings.

4. Remove when no longer required.

B. Lane lines, edge lines and centerlines (one of the following)

1. Painted stripes to match existing or as provided on the TCP

2. Traffic cones, portable delineators or channelizers placed at longitudinal intervals not to exceed 24 feet.

3. Temporary striping or pavement marking tape

4. If temporary markings extend beyond 14 calendar days, replace with painted stripes or as directed by the City Engineer

5. Remove prior to placement of final pavement markings. 704 DEMOLITION, SITE PREPARATION AND GENERAL REQUIREMENTS 704-1 GENERAL
704.1.1 SUMMARY
A. Includes But Not Limited To:

1. Demolish and remove portions of existing site facilities as described in Contract Documents. Salvage as indicated on the plans. Backfill as indicated. a. Street signs and poles (salvage)
b. Existing pavement, curb, gutter, and sidewalk

2. Protection of existing facilities

3. Repair, cleaning and restoration
7041.2 SUBMITTALS
A. Provide technical submittals as required in each section.

B. Closeout – provide as constructed elevations for Green Street between Lakeshore and Sayre.
704.1.3 SCHEDULING
A. Include on Construction Schedule detailed sequence of individual site demolition operations including road closures.

B. Coordinate with Owner for equipment and materials to be removed or reset by Owner or others, where necessary.
704-1.4 Test Methods
SECTION 9 PAGE 12 BID NO. 24-04
A. Maximum Laboratory Density – either CT 216 or ASTM D1557.

B. Nuclear Gauge – ASTM D6938
704-2 PRODUCTS

A. Controlled Low Strength Material (CLSM) conforming to the following:

1. Contains maximum of 94 lbs. of cement per yard.

2. Compressive strength between 75 and 150 psi at 28 days.

3. Fly ash is permitted.

4. Air entrainment additives for workability
B. All backfill in pavement areas including for storm drains; sewer lines and laterals; water lines and services; electrical lines, and in front of completed gutters shall be CLSM.

C. Bedding - Sand bedding shall be used for all utility lines under the sidewalk. A minimum of 3 inches of sand bedding shall be used over the pipe or conduit.

D. Class 2 Aggregate Base

1. Shall conform to 2010 Caltrans Standard Specifications Section 26

2. Shall have a minimum dry unit weight based on ASTM D 1557 of 135 pcf.

3. Shall be used under all sidewalks, curbs and gutters per plan details.

4. Shall be used in all other areas as specified.
704-3 EXECUTION
704-3.1 EXAMINATION
A. Examine site to determine extent of work necessary to isolate work to be removed from work to remain. If separation procedure is unclear, request clarification from Owner’s Agent
at least 2 working days in advance of demolition.
704-3.2 PREPARATION
A. Notify corporations, companies, individuals, and local authorities owning utilities within the
project area.

B. Disconnect electrical wires and feeds in such a manner that accidental re-energization cannot occur.

C. Protect and maintain conduits, drains, sewers, pipes, and wires that are to remain.

D. Contractor shall be responsible for protecting existing facilities.

E. Protection – protect all buildings and existing features from damage.

F. Spillage -

1. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways.

2. Remove spillage and sweep, or otherwise clean project, streets, and highways.

G. Dust Control -

1. Take precautions necessary to prevent dust nuisance, both on-site and adjacent to public and private properties.

2. Correct or repair damage caused by dust.

H. Existing Plants and Features - Do not damage tops, trunks, and roots of existing trees SECTION 9 PAGE 13 BID NO. 24-04
and shrubs on site which are intended to remain. Do not use heavy equipment within branch spread. Interfering branches may be removed only with permission of Owner’s Agent. Do not damage other plants and features which are to remain. Any damaged plants or features shall be replaced at the contractor’s expense.

I. If specified precautions are not taken or corrections and repairs made promptly, Owner may take such steps as may be deemed necessary and deduct costs of such from monies due to Contractor. Such action or lack of action on Owner’s part does not relieve Contractor from responsibility for proper protection of the Work.

J. Contractor shall comply with all local, state, and federal storm water protection regulations.

K. Obtain Construction Water

1. Obtain Hydrant Meter Permit from City of Lakeport

2. Rent hydrant or bridge meter

3. Pay deposits, permits, fees and invoices.

4. Other sources other than City water may be used only as authorized by Engineer. 704-3.3 NOISE CONTROL
A. Use lowest available noise equipment designed for noise control.

B. Monitor noise to assure compliance with City of Lakeport Noise ordinance for project.

C. Minimize backup alarm use.
704-3.4 PERFORMANCE
A. Execute work in an orderly and careful manner, with due consideration for residences and the public.

B. Carefully remove, disassemble, or dismantle as required, existing items to be reused in completed work, and store in approved location at storage yard or City Recycling Yard off of Highway 175 as determined by the Engineer.

C. Concrete and Paving removal
Full depth saw cut joints between material to be removed and material to remain. All sawcuts shall be to nearest score mark and perpendicular to travelled way in roadway.

D. Existing concrete site elements or pavement damaged during demolition or work shall be re-saw cut and replaced in accordance with the plans and specifications at Contractor’s expense. Replacement of damaged material shall be performed in accordance with the project plans and these specifications.

E. Disposal

1. Concrete, Aggregates, Native Soil and Pavement
a. Separated materials
b. Transport to City site indicated on the plans during the same work period as removed.
c. Provide loader to push up materials daily or more often if necessary to maintain clean and orderly stockpile at disposal site.

3. If hazardous materials are encountered refer to the General Conditions.

F. Backfill

1. Backfill holes made due to removal with CLSM

2. Alternative backfill methods may be used if approved by the Engineer in writing prior to work performance.

SECTION 9 PAGE 14 BID NO. 24-04
H. Site Maintenance

1. Broom clean all remaining surfaces immediately after demolition and removal of debris. Maintain broom clean condition.

2. Maintain all storm water protection measures.
704-3.5 REPAIR/RESTORATION
A. Adjust existing covers, boxes, and vaults to grade per plans B. Replace broken or damaged covers, boxes, and vaults.

C. Site Cleaning Immediately Prior To Acceptance

1. All surfaces shall be broom clean and free from any accumulation of debris.

2. Clean tack coat from concrete surfaces. Tack coat within 1 inch of pavement on curbs or gutter is not required to be cleaned.

3. Remove all traffic control devices, excess materials, debris and signage from site.

4. Remove all debris and sediment from the existing storm drain structures.

5. Replace any disturbed landscaping. Backfill planters with clean topsoil and replace surface dressing or mulch in kind.

6. Remove all concrete debris and splatter.
704-4 PAYMENT
A. Included in various bid items.
705 PROTECT UTILITY FACILITIES
705-1 GENERAL
705-1.1 SUMMARY
A. Includes But Not Limited To:

1. Protect water valves, manholes and survey monuments from damage 705-2 EXECUTION
A. Preparation

1. Prior to cold planning, all utilities facilities will be identified and marked from protection.

B. Excavation

1. Provide appropriate equipment to remove pavement and underlying base and soils to the depths required to protect facility from damage due to work.

3. Provide protection from traffic by installing temporary paving ramps consisting of cold mix asphalt paving with a minimum length on each side of the facility of 10 feet and a minimum width of 5 feet on each side of each facility.

4. The variance from the surface of the completed work shall be 0.01 feet in the direction of travel and 0.02 feet traverse to the direction of travel.

5. Failure to protect sewer and storm drain lines from debris will cause the City to clean the associated manholes and pipelines at the Contractor’s expense. The minimum charge will be $2,000.

C. Cleaning

1. Water valve risers shall be cleaned such that the entire valve nut is exposed.

SECTION 9 PAGE 15 BID NO. 24-04
705-4 PAYMENT
A. All manhole covers, valve boxes, and survey monuments protected as part of the work shall be paid at the contract unit cost per each location. The unit cost includes the cost of working around, protecting, adjusting and additional labor and equipment necessary to complete the associated cold planning, FDR and paving.

706 COLD PLANING
706-1 GENERAL
706-1.1 SUMMARY
A. Includes But Not Limited To

1. Cold planning existing asphalt concrete for transitions and conforms.

2. Removal of digouts and repair areas.

3. The pavement to be cold planed may contain pavement fabric.

706-1.2 PROJECT CONDITIONS
A. Project Environmental Requirements

1. Do not cold plane when precipitation is imminent.
706-2 PRODUCTS - NOT USED
706-3 EXECUTION
706-3.1 EXAMINATION
A. Contractor shall visit the site to:

1. Identify all utility surface features such as utility covers are clearly visible to work crews. Protect per these special provisions.
706-3.2 PREPARATION
A. Layout transitions, conforms and milling limits for Owner to review prior to proceeding with the work.

B. Protect utility facilities prior to reducing pavement thickness by cold milling. 706-3.3 EQUIPMENT
A. Cold planer shall be equipped with automatic controls and sensing devices. Cold planers shall produce finished surface within 0.02 foot tolerance.

B. Equipment shall be capable of cold planing concrete.

C. Contractor shall maintain equipment by changing teeth as often as necessary to provide a smooth surface which meets the required tolerance.

D. Cold planers shall be equipped with water spray devices to prevent the creation of dust.

E. Cold planing equipment shall not be cleaned on site using water application unless specific measures for such cleaning have been addressed in the project storm water protection plan.
706-3.4 APPLICATION
A. General
SECTION 9 PAGE 16 BID NO. 24-04

1. Prevent damage to gutter lips, curbs or other facilities while cold planing.

If necessary, use hand removal methods.

2. The Contractor shall provide grade control for the milling operation to assure that the final elevations provided to the Contractor by the Engineer are met within tolerance.

3. Provide small grinding equipment or removal equipment around utility facilities to be protected.

B. Transitions

1. Cold plane to width and depth as indicated on project plans and details.

2. For full-depth transitions, cold planing may extend below existing asphalt pavement section into underlying base material to meet depth requirement. .

C. Dust Control

1. Cold planers and sweepers shall maintain spray application to prevent dust at all times.

2. Hand work areas shall use hand sprayers or other means to control dust.

3. Dust control measures shall not create ponding of applied water on the pavement or runoff into the gutters or storm drain system.

E. Finishing

1. Remove remaining material between grinding edge and concrete surface edge (gutter, swale, sidewalk, etc.). Remove high areas inaccessible to cold planer by jack hammer or other means.

2. Patch gouges or low areas by tack coating and filling with hot-mix asphalt.

HMA shall be compacted using hand tamps or other means prior to the surface temperature of the patch falling below 250⁰F. Patching is not required if the area will be covered by a leveling course of HMA.

F. Temporary Transitions

1. Temporary transitions shall be placed prior to opening to traffic.

2. The temporary transitions shall be constructed of either hot mix or cold mix AC and shall be a minimum of 4 feet wide into driveways and 10-foot length at the conform at the South City Limits and at all legs of the intersection at Peckham Court.
706-3.5 TOLERANCES
A. Cold plane to limits and depths as follows:

Vertical: +/-0.02 feet
Horizontal: +/- 0.2 feet
Adjacent Passes: 0.02 maximum variance
Variance from Plane: 0.01' high to 0.05' low
(Using String line)
A. Correct any high areas by cold planing.
706-3.6 CLEANING
A. Sweepers shall have dust suppression spray equipment working at all times.

B. Remove all grindings and debris immediately.

C. Clean pavement by power sweeping. Areas inaccessible to power brooms shall be cleaned using hand brooms or power blowers. If power blowers are used, prevent damage to vehicles, landscaping and any other facilities. Repair any damage to property owner’s satisfaction.

SECTION 9 PAGE 17 BID NO. 24-04
D. Continue daily sweeping and cleaning until pavement restored.

E. Clean drop inlet protections at the end of completion of cold planing. Retain inlet protections in place until paving is completed.
706-4 PAYMENT
A. The contract unit prices indicated in the bid schedule shall apply to this work.

B. Contractor shall supply documentation of lineal or area measurements 707 HOT MIX ASPHALT (HMA)
707-1 GENERAL

707-1.1 SUMMARY
A. Includes But Not Limited To

1. Prepare pavement sub-grade to receive paving.

2. Furnish and install hot-mix asphalt for pavement repairs, leveling course and surface course.

3. Complete HMA Paving as provided in Section 39 of 2010 Caltrans Standard Specifications, Section 39- 1 General, Section 39-2 Standard Construction, and Section 39-Method Construction Process and as amended herein. 707-1.2 REFERENCES
A. Abbreviations and Acronyms
1 HMA – Hot Mix Asphalt

2. JMF – Job Mix Formula

3. QA – Quality Assurance Inspection and/or testing by Owner

4. QC – Quality Control Inspection and/or testing by Contractor

5. RAP – Reclaimed Asphalt Pavement
B. Reference Standards

1. ASTM - American Society of Testing and Materials or ASTM International

2. CT – Caltrans Test

3. 2010 Caltrans Standard Specifications Section 39

4. AASHTO – American Association of State Highway and Transportation Officials
707-1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre-installation Meeting

1. Contractor shall schedule a pre paving meeting no more than 5 working days nor less than 2 working day prior to first paving day.

2. Attendees at the pre paving meeting shall include but not be limited to:
a. Owner’s Representative
b. Contractor’s paving foreman
c. Paving fabric installer (if applicable)
d. QA Representative
e. QC Representative
f. Other pavement users or affected parties as applicable.

B. Sequencing

1. Contractor shall sequence the work to minimize cold joints.

SECTION 9 PAGE 18 BID NO. 24-04

2. Contractor shall sequence the work to prevent paving operations damaging new pavement.

3. Contractor shall not commence paving until all Storm Water protection BMPs have been installed.

4. Parking areas shall be paved concurrently with through lanes

707-1.4 SUBMITTALS
A. HMA JMFs

1. Submit a JMF for each mix to be used. JMF shall be submitted on Caltrans CEM 3511 and CEM 3512 forms. If JMF is verified by Caltrans, submit CEM 3513
B. Paving Grids/ Fabric/ Mats

1. Provide manufacturers product information sheets of material to be used which demonstrate compliance with project specifications.

C. Contractor QC Plan

1. Provide QC Plan indicating compliance with requirements herein. QC Plan shall include the following as a minimum:
a. QC Manager and Organization Chart
b. AMRL and Caltrans Laboratory Certifications
c. Field Personnel Resumes and Certifications
d. Sample and Testing Log
e. Sample Reports and Labels
f. Action Plan for non-complying work or materials
g. Random Sampling Plan for materials testing and compaction testing

2. Nominate Third Party Testing Laboratory.
707-1.5 CLOSEOUT SUBMITTALS
A. Delivery Tickets

1. Submit delivery tickets for all mix used on the project at the end of each paving day. Tickets shall be organized by mix type and in sequential date order for that mix type.

B. Testing Reports

1. Provide test results for HMA materials and installation as required herein.

2. Manufacturers product information sheets of material to be used which demonstrate compliance with project specifications.
707-1.6 QUALTIY ASSURANCE
A. Quality Assurance Inspection and/or Testing.

1. City may, at their option, have independent quality assurance inspection and testing.
a. Inspections may be made during or after the work.
b. QA Inspection and testing is for the sole purpose of providing the Owner a greater degree of assurance that the requirements of the contract have been met. QA inspection and testing does not relieve the Contractor of any responsibility to comply with or perform in accordance with the Contract documents.

2. All HMA testing laboratories shall be AMRL and Caltrans certified.

B. QC/QA Coordination
SECTION 9 PAGE 19 BID NO. 24-04

1. If QA compaction testing utilizing a nuclear gauge is to be used, Contractor shall coordinate gauge correlation testing with QA testing personnel during production startup on the first paving day.

C. QC/QA Sampling

1. The Contractor shall perform all sampling at both the plant and jobsite. The contractor shall provide qualified personnel for this sampling. Sample sizes shall meet the following minimums in size:

2. Contractor shall split and label all samples. Label Samples with the following information:
a. Project Name
b. Supplier and Plant
c. Date, Time, Tonnage Lot (if applicable) & Temperature (if applicable) d. Material Description (Aggregate source, binder type, mix type) e. Continuously maintain a sampling log which includes all of the information indicated above. Provide access to log during progress of the work and a completed copy of the sample log at the completion of work.

3. Contractor shall have QA samples transported to the jobsite or elsewhere if agreed upon by City representative.

D. Dispute Resolution

1. If the QC and QA test results differ on determining compliance, the Contractor can dispute the test results. The third parties shall use remaining test samples or determination of test results if practicable. Third party test results shall govern.

Party losing dispute pays cost of third party testing.
707-1.7 PROJECT CONDITIONS
A. Project Environmental Requirements

1. Do not perform work during following conditions:
a. Ambient, base, or pavement temperature below 50 degrees F. b. Presence of free surface water or damp pavement.
c. Unstable grade as demonstrated by proof rolling with a minimum of a 10 wheeler truck.
d. Over-saturated base and sub-base materials.
707-2 PRODUCTS
707-2.1 MATERIALS
A. Tack Coat
Sample
Type
Sample Description Sample Size
(min)
Container
Aggregate Hot Bin Samples 25 pounds Bag
Supplemental Fine
Aggregate
5 pounds Bag
RAP Stockpile 25 pounds Bag
Combined Belt Sample 50 pounds Bag
Binder 2 Quarts Quart Metal
Cans
Hot Mix 12 boxes 4”x8”x8”
SECTION 9 PAGE 20 BID NO. 24-04

1. Tack coat on existing or new pavements shall be utilized and will be emulsified asphalt Grade RS-1, RS-1h, SS-1, or SS-1h and shall conform to Section 94, ‘Asphaltic Emulsions’, of the Standard Specifications.

2. Paving binder shall not be used as a tack coat for other than geotextile paving fabrics and or mats.

3. Tack coat for geotextile paving fabric shall be PG70-10.

B. Pavement Reinforcement Mat

1. Conform to Section 96-1.02K Paving Mat of the 2023 Caltrans Standard Specifications.

C. Mixes

1. The HMA shall be ½” Type A HMA in accordance with the current Caltrans Standard Specifications with the following modifications:
a. The mix shall contain 25% reclaimed asphalt pavement (RAP). b. The binder shall be PG 64-16. No binder bump shall be allowed. A JMF with a binder bump shall be acceptable without further testing. c. Binder content shall be adjusted to 3.5% air voids.

707-2.2 CONTRACTOR QUALITY CONTROL

A. Provide a minimum of two qualified quality control technicians.

1. One shall be assigned full time to density testing or compaction monitoring.

2. One shall be assigned full time to observe and document laydown procedures and material sampling on site.

3. Plant sampling may be performed by plant personnel.

B. Perform the following QC Testing:

Quality
Characteristic
Frequency Test Results Due
Aggregate Gradation Production Startup
and every 750 tons
Prior to 4 PM on
the day following
paving
Sand Equivalent
Asphalt Binder Content
HMA moisture content
Aggregate moisture content
at continuous mixing plants and
RAP moisture content at
Continuous mixing plants and
batch mixing plants.

Percent of maximum theoretical
density (nuclear gauge per CT
375)
Per Section 3.4.B.6
below
At end of work
shift
Maximum Theoretical Unit
Weight
1 per day By end of work
shift
Percent of maximum theoretical
density (cores)
Production Startup
and as needed
Prior to 4 PM on
the day following
paving
Air void content Production Startup 3 working days
Stability value from sample date
SECTION 9 PAGE 21 BID NO. 24-04
Percent Crushed Particles
LA Rattler
Flat and elongated particles
Fine aggregate angularity
Voids filled with asphalt
Voids in mineral aggregate
Dust proportion

B. Perform the following quality control task during placement:

1. Cleanliness of surface prior to paving

2. Tack coat applied uniformly and residual asphalt verified.

3. Confirm paving mat conforms to approved submittal

4. Paving Mat is placed with minimum wrinkles, correct overlaps, and defects documented as correctly repaired.

5. Verify mat tack coat within manufacturers specified limits.

6. Verify delivery tags confirming mix delivered in accordance with approved JMF.

7. Material delivered is thoroughly mixed and free from segregation

8. Material delivery and placement temperatures are within specified limits.

9. Mat is free from segregation, lumps or miscellaneous debris.

10. Verify smoothness with 12 foot straight edge.

11. Verify that handwork areas do not contain coarse aggregate. Finished handwork areas to match machine laid mat texture.

C. Perform quality control observation and testing:

1. Establish rolling patterns to obtain required density.

2. Continuously monitor mat density

3. Perform final density testing as outlined.

4. For method specification, monitor and document rolling patterns including types of rollers, temperatures at various rolling stages, and number of passes of each roller type. Document at least every 500 lf of each pass.

707-3 EXECUTION
707-3.1 EXAMINATION
A. Contractor shall visit the site to:

1. Verify that all underground utilities and facilities are complete required including testing.

2. Verify that underlying aggregate base and or native soil subgrade has been properly prepared and tested.

3. Verify that paving subgrade is firm and unyielding.

4. Verify Sub-Grade is 0.00 inches high. Measure using string line from curb to curb, gutter, flat drainage structure, or grade break.

5. Verify ADA compliance at paving subgrade
a. All grades within ADA travel paths at the subgrade level are below 2.0% maximum slope cross slope and not greater than 5.0% in longitudinal grade. b. Verify that all grades within the ADA parking and unloading zones are below 2.0% maximum slope in any direction.

SECTION 9 PAGE 22 BID NO. 24-04
B. Examine landscaping and tree canopies for potential damage due to paving operations

1. Contact City 48 hours in advance if any tree limbs need removal. City will perform work.

C. Notify City representative of any non-compliance issues. Do not pave until issues resolved or directed in writing to proceed.
707-3.2 PREPARATION
A. Protect existing facilities

1. Existing landscaping including ground cover, shrubs and tree limbs.

2. Existing buildings and structures

3. Protect storm drain systems

4. Do not clean or wash equipment onsite

5. Place protective covers over existing pavement or paving subgrade under all motorized paving equipment.

.
707-3.3 APPLICATION
A. Site Tolerances

1. Apply HMA paving in single lift up to 3 inches thick minimum after compaction, except where shown thicker on Drawings. Paving thicker than 3 inches may be applied in two or more lifts with a minimum lift thickness of 1-3/4 inches thick.

The 4” digouts on Main Street underneath the leveling course may be tractor placed and compacted in a single lift.

2. Paving adjacent to cast-in-place concrete site elements shall be between 1/4 inch higher than concrete and flush with concrete.

3. Thicknesses
a. Average pavement thickness shall equal design thickness b. For total HMA thicknesses less than 4 inches in thickness, the minimum thickness shall be minus ¼ inch from the design thickness. c. For total HMA thickness 4 inches and greater, the minimum thickness shall be minus ½ inch from the design thickness.

B. Tack Coat

1. Tack coat shall be applied to every vertical face of concrete to be paved against. including gutters and swales.

2. Protect concrete above paving line with masking or shield. Clean all tack coat on concrete more than 1 inch above pavement surface.

3. Brush application allowed

4. Tack coat application shall be reapplied between paving layers if tack coat application becomes damaged due to scraping by equipment or dust.

C. Digouts

1. The four inch digouts may be paved and compacted in a single lift.

2. A self-propelled paver is not required for the 4 inch digouts.

3. Paver required for digouts on North Main Street.

D. Pavement Reinforcement Mat

1. Install in accordance with manufacturer’s application guide.

2. Do not install more grid than can be covered with HMA paving work shift.

E. HMA Installation

1. Use self-propelled laydown machine for all surface courses. Base courses for dig outs or stabilization areas may be placed with a grader or skip loader.

SECTION 9 PAGE 23 BID NO. 24-04

2. Heat joints if laid more than 3 hours previously.

3. Compaction – Leveling Course
a. Comply with Method Construction Process requirements for passes, equipment type and temperatures
b. Two pneumatic tired rollers with full time operator required. c. Only one steel wheel roller with full time operator required.

4. Compaction – Base R&R and Surface Course
a. Compact HMA to a lot average of 92.0% to 96.0% of Theoretical Maximum Density per AASHTO T209.
b. Compact HMA to individual locations to 91.0% to 97.0% of Theoretical Maximum Density per AASHTO T209.
c. Compact handwork areas simultaneously with breakdown rolling. Compact with hand tamps, vibraplates or other means that will provide density and a smooth surface. Failure to keep hand compaction areas concurrent with breakdown rolling shall be cause to stop paving until handwork compaction catches up to breakdown rolling.
d. Roll with powered equipment capable of obtaining specified density and smoothness.
e. Execute compaction so visibility of joints is minimized. Complete finish rolling to improve asphalt surface as soon as possible after intermediate rolling and while HMA is above 140 ⁰F surface temperature.

5. Finish
a. Surface shall be uniform with no 'birdbaths'. Leave finished surfaces clean and smooth. Variations from specified grades shall not exceed 1/4 inch (0.02 feet). When tested with 12 foot straight edge, surface of complete work shall not contain irregularities in excess of 1/4 inch. b. Completed surface shall match the texture of the machine laid mat. Areas worked by raking shall have coarse aggregate removed rather than pushed back onto the mat. Any areas of coarse or segregated surface shall be remedied immediately and prior to finish rolling. Failure to comply with this provision shall cause all paving to stop until mat surface corrections are performed.

707-3.4 CONTRACTOR QUALITY CONTROL
A. Materials Quality Control Testing
B. Contractor shall perform testing as outlined in the Contractor Quality Control Plan submitted under Section 1.5 C, “Contractors QC Plan”.

C. Contractor shall perform all testing for materials indicated in Section 2.2 “Source Quality Control” of these specifications.

D. Density Quality Control

1. Divide pavement area into lots in accordance with the following guidelines

2. Each lot not to represent more than 500 tons or 45,000 sf, whichever is less.

3. Each lot must be homogeneous relative to placement time and methods. Different streets or separated areas shall be considered separate lots for the purposes of compaction testing.

4. Correlate gauge using a minimum of 5 cores on first paving day. Core correlation will not be required if 1) the QC and QA gauges are within 0.5% of each other on the average of 5 locations and 2) both QC and QA gauges indicate test results within SECTION 9 PAGE 24 BID NO. 24-04
the range of 92.5% to 95.5% of Theoretical Maximum Density based on the JMF Rice Gravity.

5. Daily Rice Gravity tests shall be used to determine compaction. If Rice Gravity results vary more than 0.03 gm/cc on a daily basis, use a moving average of 5 and recomputed density results

6. Test each lot using randomly determined locations per CT 375 or ASTM D3665. a. Minimum of 3 tests per lot
b. One nuclear gauge per 50 tons

7. If nuclear gauge test results determine noncompliance, Contractor may choose to have in place density verified by cores. Cores will be taken at the rate of 1 per 100 tons. Cores will be taken by Contractor and tested by QA laboratory. Take cores in presence of Owner’s representative. Cost of coring shall be borne by Contractor and cost of core testing by Owner. For lot average determination, a minimum of three cores shall be taken. For individual sites, a single core may be taken. Reduced payment will be determined by cores if cores are taken.

8. Daily reports including documentation as indicated above.

E. Quality Control Reporting

1. If QC Reports indicate non-compliance, paving may continue till the end of the day. Paving shall not be resumed until acceptable changes have been made to either the materials quality or contractor’s placement and compaction operations to assure future compliance with requirements.

2. Failure to supply QC Reports as indicated will be cause for withholding payment for the work until such reports are submitted and evaluated. 707-3.5 PROTECTION
A. Protect completed pavement from damage

1. Equipment and material storage.

2. Fuels or solvents of any kind

3. Staining from landscape material storage, installation or runoff. 707-4 PAYMENT
A. Unit Prices

1. The contract unit prices indicated in the bid schedule shall apply to this work.

B. Measurement and Payment

1. If paid by tonnage, the Contractor shall supply delivery tickets for each load of HMA delivered to the jobsite at the end of each work day.

2. If paid by the unit area of paving, Contractor shall supply documentation of area measurements.

3. Tonnage payment includes HMA used for miscellaneous area paving and HMA Dikes.

C. Payment for Pavement Fabric

1. If pavement fabric is paid by the unit area measurement, the payment area is limited to the actual applied area of the fabric excluding joints and laps.

D. Payment for the add alternate digouts on N. Main Street shall include cold planning and HMA costs into the unit price.

E. Reduced Payment for HMA Density

1. Reduced payment shall be made on HMA which does not meet the requirements of Section 2.3.C.6 “Compaction” herein. The reduced payment schedule is based on SECTION 9 PAGE 25 BID NO. 24-04
both individual test locations and lot averages. The reduced payment schedule is as follows:

Reduced Payment Factors for Percent of Maximum Theoretical Density
Percent of Maximum
Theoretical Density
Reduced
Payment
Factor
Maximum
Theoretical Density
Reduced
Payment
Lot Factor
Average
Individual
Test
Result
Lot
Averag
e
Individua
l Test
Result

92.0 91.0 0.0000 96.0 97.0 0.0000

91.9 90.9 0.0125 96.1 97.1 0.0125

91.8 90.8 0.0250 96.2 97.2 0.0250

91.7 90.7 0.0375 96.3 97.3 0.0375

91.6 90.6 0.0500 96.4 97.4 0.0500

91.5 90.5 0.0625 96.5 97.5 0.0625

91.4 90.4 0.0750 96.6 97.6 0.0750

91.3 90.3 0.0875 96.7 97.7 0.0875

91.2 90.2 0.1000 96.8 97.8 0.1000

91.1 90.1 0.1125 96.9 97.9 0.1125

91.0 90.0 0.1250 97.0 98.0 0.1250

90.9 89.9 0.1375 97.1 98.1 0.1375

90.8 89.8 0.1500 97.2 98.2 0.1500

90.7 89.7 0.1625 97.3 98.3 0.1625

90.6 89.6 0.1750 97.4 98.4 0.1750

90.5 89.5 0.1875 97.5 98.5 0.1875

90.4 89.4 0.2000 97.6 98.6 0.2000

90.3 89.3 0.2125 97.7 98.7 0.2125

90.2 89.3 0.2250 97.8 98.8 0.2250

90.1 89.2 0.2375 97.9 98.9 0.2375

90.0 89.0 0.2500 98.0 99.0 0.2500
< 90.0 <89.0 Remove
and
Replace > 98.0 >99.0
Remove
and
Replace
E. There shall not be an adjustment of contract unit prices due to adjustments in the asphalt price index.
708 UTILITY ADJUSTMENT
708-1 GENERAL
708-1.1 SUMMARY
A. Includes But Not Limited To

1. Adjusting Utility Covers and Boxes in Pavement Area
SECTION 9 PAGE 26 BID NO. 24-04

2. Adjusting Utility Covers and Boxes in Sidewalk Area

3. Lowering Utility Covers and Boxes prior to Cold Planning B. Work shall be governed by City of Lakeport Standard Plans 708-2 PRODUCTS
A. Boxes, Valve Covers and Vaults

1. All new boxes shall be used in accordance with the applicable Special provision and project plans.

2. All Manhole Frames and Grates shall be new
B. Concrete

1. Concrete for adjusting utilities shall be as follows:
a. 7 sack mix
b. 1 Inch max aggregate
c. 1 lb. of lamp black color per cubic yard when in the roadway. d. 4 inch maximum slump
e. Commercially batched
708-3 EXECUTION
A. Preparation

1. Prior to cold planning, all utilities will be lowered below grade including areas of additional pavement removal.

2. Manholes and valves shall be protected with adequate coverings to prevent damage.

B. Excavation

1. Location shall be referenced prior to lowering.

2. The completed cutout shall be circular in nature. The circle shall be concentric with the utility to be raised. The Contractor shall carefully layout the border of the excavation such that no residual markings will be evident after cutting.

3. The concrete collar dimensions shall be as follows +/- 1 inch:
a. Manholes – 12 inches beyond edge for frame
b. Valve Boxes, Cleanouts and Rodding Inlets – 6 inches beyond edge of box.
c. All collars shall have a 12-inch depth.

4. The variance from the surface of the completed work shall be 0.01 feet in the direction of travel and 0.02 feet traverse to the direction of travel.

5. The completed concrete collar shall be protected until cured. If placed within 6 hours of street opening, the location shall be steel plated.

6. Any markings, tire damage or other visual discontinuity shall be cause to have the work completely redone.

7. During work on sewer and storm drain manholes, the manholes shall be protected from any debris entering the sewer and storm drain system by placing a false bottom made of plywood over the pipe. Over the plywood shall be placed a fabric catchment constructed such that any debris which enters the manhole may be removed with the removal of the catchment without spillage into to system.

8. Failure to protect sewer and storm drain lines from debris will cause the City to clean the associated manholes and pipelines at the Contractor’s expense. The minimum charge will be $2,000.

SECTION 9 PAGE 27 BID NO. 24-04
C. Collar Construction

1. The collar concrete shall be placed within 2 hours of concrete batching.

2. The top of the collar shall be finished with a steel trowel and receive a medium broom finish. The brooming shall be circular in nature and follow the edges of the collar.

3. Finish surface shall be within tolerances and protected per above.

4. The interior of storm drain and sewer manholes shall have the space between the frame and cone grouted solid per Standard Details.

D. Cleaning

1. After completion of adjusting and grouting of manholes, the protective measures required herein shall be removed.

2. Any damaged portion of the interior of any manholes shall be repaired to the City’s satisfaction.

3. A cement, pavement or other contaminant shall be completely removed from frames, grates and lids.

4. Water valve risers shall be cleaned such that the entire valve nut is exposed. 708-4 PAYMENT
A. Payment shall be as indicated in bid schedule and these special provisions. 709 PAVEMENT MARKINGS
709-1 GENERAL
709-1.1 SUMMARY
A. Includes But Not Limited To

1. Furnish material and apply pavement and curb markings as described in Contract Documents.

2. Remove existing pavement markings in areas which will conflict with new striping layout beyond the paving limits.

3. Thermoplastic traffic stripes and pavement markings shall consist of a single uniform layer of thermoplastic and layer of bonded core elements and a layer of glass beads.

4. Reflective markers shall be Type D.

5. Painting Curb markings
B. Related Sections

1. Work shall comply with Section 84 of the 2018 Caltrans Standard Specifications

2. Work shall comply with the latest addition of the California Manual of Uniform Traffic Devices (CAMUTCD)
709-1.2 SUBMITTALS
A. Paint Datasheets and Certificates of Compliance
B. Thermoplastic Datasheets and Certificates of Compliance C. Glass Bead Data Sheets and Certificates of Compliance SECTION 9 PAGE 28 BID NO. 24-04
D. 3M Bonded Core Data Sheet
E. White, Red and Green Paint for Curbs
F. Reflective Markers
709-1.3 PROJECT CONDITIONS
A. Project Environmental Requirements

1. Apply only on dry surfaces, during favorable weather, and when damage by rain, fog, or condensation not anticipated.

2. Provide temporary pavement markings whenever throughout project duration until final pavement markings are installed.

3. Allow HMA to cure a minimum of 7 days and a maximum of 14 days prior to application.
709-2 PRODUCTS
A. All pavement markings shall be thermoplastic.

B. All Materials shall comply with the requirements of Section 84 and 85 of the 2018 Caltrans Standard Specifications and these Special Provisions.

C. All thermoplastic shall be alkyd thermoplastic.

D. Glass Beads shall comply with AASHTO M247 Type 2.

E. Alkyd Paint per Section 84 and 85 of the Standard Specifications 709-3 EXECUTION
709-3.1 PREPARATION
A. Surfaces shall be dry and free of grease and loose dirt particles B. Layout all pavement markings per plan and in accordance with Section 84. Layout markings shall be kept to a minimum.

C. Allow 4 working days for City review. Make any changes as provided during review.

D. Clean curbs prior to painting with wire brush wheel on hand grinder or similar process to remove damage and chipped paint and provide a clean surface to bond with new coating.
709-3.2 APPLICATION
A. Install per Section 84 and these Special Provisions
B. Thicknesses

1. Stripes -0.100 inches minimum

2. Legends and Markings – 0.125 inches
C. Bonded Core Elements

1. 1st layer shall be 3M Bonded Core All Weather Reflective Elements for use in thermoplastic traffic stripes and markings.

2. Color of bonded core elements shall match color of stripe or marking.

3. Application rate shall be 6.6 pounds per 100 square feet.

D. Glass Beads

1. Apply as second layer.

SECTION 9 PAGE 29 BID NO. 24-04

2. Application rate of 14.4 pounds per square foot.

E. Minimum Initial Retro Reflectivity Values

White Yellow
Dry (ASTM E1710) 700 500
Wet recovery (ASTM
E2177)
280 250
Wet continuous (ASTM
E2176)
90 75
709-3.3 CLEANING
A. Remove drips, overspray, improper markings, and thermoplastic or paint material tracked by traffic by sand blasting, wire brushing, or other method approved by Owner’s Agent prior to performance.
709-4 PAYMENT
A. All pavement markings shall be paid at the unit price itemized in the bid schedule. 710 TRAFFIC SIGNS
710-1 GENERAL
710-1.1 SUMMARY
A. Includes But Not Limited To

1. Furnish material and install signs, posts and post foundations as described in Contract Documents.

2. Program RRFB signs and provide maintenance training to City stall.

B. Related Sections

1. Work shall comply with Section 84 of the 2018Caltrans Standard Specifications

2. Work shall comply with the latest addition of the California Manual of Uniform Traffic Devices (CAMUTCD), latest version
710-1.2 SUBMITTALS
A. RRFB information including solar panels, poles, bases, flashing beacons, arrows, audible push buttons and all other ancillary components.

B. R!-5 signs, poles and bases.
710-1.3 PROJECT CONDITIONS
A. Project Environmental Requirements

1. Install after all concrete work completed and cured a minimum of 7 calendar days. 710-2 PRODUCTS
A. Comply with applicable CaMUTCD latest version and 2018 Caltrans Standard Plans and Specifications.

B. RRFB Units shall include:
1 . Wireless communications between signs
SECTION 9 PAGE 30 BID NO. 24-04

2. 15 watt minimum solar panel and associated battery (and enclosure if separate from solar panel)

3. Dual flashing beacons,

4. 2- 30x30 W11-2 High Intensity Aluminum Signs

5. 2 – W16-7P diagonal downward arrow High Intensity Aluminum Signs

6. Audible push button station

7. Pole, Base and Foundation

8. Unit Features
a. System meet the requirements of the Made in America and/or The Buy American Act.
b. Provide wireless communications between units
c. Programable using via Bluetooth technology.
d. Do not require any outside power or wiring to the unit or between units.

C. R1-5 High Intensity Sign, 2” round pole, sleave and foundation per City Details

710-3 EXECUTION
710-3.1 APPLICATION
A. Install per these Special Provisions, plans, standard details and CA-MUTCD and 2018 Caltrans Standard Specifications

710-4 PAYMENT
A. Payment shall be for each unit installed at each location. Payment shall include all component parts.

B. Payment shall include training and tech support for a period of 6 months.

SECTION 9 PAGE 31 BID NO. 24-04

ATTACHMENTS

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
BID NO. 24-04

IN THE CITY OF LAKEPORT, CALIFORNIA
ATTACHMENT 1 13 PAGES
City of Lakeport Standard Details
322 – Sanitary Sewer Lowering and Raising
501A -- Adjusting Utility Boxes

Caltrans Standard Plans
A20A-A24F – Pavement Markers, Traffic Lines and Pavement Markings

STD. NO.

SCALE: NONE DRAWN: MPW CHK: PRC APPVD: DATE: FEB. 2024
& RAISING TO FINISH GRADE 322

LOWERING MANHOLE COVER PART 'A' LOWER MANHOLE PART 'B' METHOD 'A' METHOD 'B' ADJUST MANHOLE STD. NO.

SCALE: NONE DRAWN: MPW CHK: PRC APPVD: DATE: MAR 2023
& RAISING TO FINISH GRADE 501A
LOWERING WATER VALVE, CLEAN OUT, ETC.

225 PARK STREET - LAKEPORT, CALIFORNIA 95453 - TELEPHONE (707) 263-5615 - FAX (707) 263-8584

CITY OF LAKEPORT
Over 100 years of community, pride,
progress, and service
ADDENDUM NO. 1

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
Bid No. 24-04
Issue Date: June 27, 2024
The following revisions are hereby made to the above referenced project:

1. Pre-bid meeting agenda, meeting minutes and attendee list attached. (5 pages)

2. Location of work included in Additive Alternate B is at the roundabout where Lakeport Blvd and Parallel Drive intersect.

3. The bid schedule has been revised to include additional bid items for QC inspection and testing, additive alternate B and traffic control bid items for additive alternate A and B.

4. Bid Item descriptions and scope details are attached for the added bid items (6 pages).

5. There is no requirement for a Skilled and Trained Workforce on this project. Delete the statement, “This project is subject to the skilled and trained workforce requirements of the Public Contracts Code §§ 2600 – 2602.” in the Notice Inviting Sealed Bids.

6. Temporary Pavement Markings:
a. Temporary pavement markings shall be paint on any cold planed surface. b. The leveling course may be paint or temporary markers. c. The surface course may only be temporary markers.

All questions regarding this project shall be transmitted as indicated in the bid documents.

Please indicate receipt of this addendum on the proposal at the location indicated. Failure to do so may cause rejection of your bid. There are 12 total pages in this addendum.

Approved:

Paul Curren City Engineer
South Main St. Pavement Maintenance Project Page 1 June 24, 2024 City of Lakeport

SOUTH MAIN STREET PAVEMENT MAINTENANCE PROJECT
Bid No. 24-04
Pre-Bid Meeting
June 24, 2024 2 pm
Agenda

1. Introductions
 Paul Curren-City Engineer
 Jim Kennedy, Public Works Superintendent
 Ron Ladd, Public Works Director
 Olivia Grupp, Project Manager
 Vince Salsedo, Inspector

2. Project Schedule Overview
 45 Working Days
 Working Hours:
o Daytime Hours (7 AM to 5 PM)
 Layout, pavement markings, RRFB install
o Night time hours (9 PM to 6 AM)
 Cold Planing-North and South Main, digouts, paving
operations, utility adjustments.
 Estimate start mid-September

3. Administration Considerations
 Prevailing Wage Certified Payrolls from Prime and Subs, all must be registered as Public Works Contractor at time of bid. Apprenticeship requirements must be followed as applicable.
 This is a federally funded project. The project is subject to Department of Labor prevailing wages (federal) and requires the payment of the highest wage between the DIR and DOL rates
 June 28, 2024 by 5 pm is the last day for questions.
 Addendum, including meeting notes, will be issued by EOD July 1, 2024.
 Bids are due and will be opened July 8, 2024 at 2 PM. Award will be based on base bid amount.
 Note-notarized bid bonds or bid guarantees must be delivered PRIOR to bid opening as indicated on respective forms in Bid Proposal

4. Construction Scheduling & Phasing
 Traffic Control
South Main St. Pavement Maintenance Project Page 2 June 24, 2024 o CMS boards required
o Daytime operations
 Maintain at least one 11-foot lane in each directions, flaggers as needed
o Night time operations
 Provide access to residents and businesses, detour
other traffic
 Cold Planing
 City marking of digouts
 Paving
o 3/8” & 1/2” Type A HMA with 25% RAP and PG 64-16
binder. No binder bump allowed.
o Addendum No. 1 will add three bid items relative to
Contractor Quality Control Technicians. There will be items for Laydown, Compaction Testing and HMA materials
testing.
o Payment for the add alternate digouts on N. Main Street shall include cold planning and HMA costs into the unit price.
o Addendum 1 will add items for digout at the roundabout.  RRFB Installation
 Pavement markings

5. Considerations
 Material Disposal
 Construction yard-Dutch Harbor at 910 North Main St.
 Construction water-hydrant meter required.

6. Site Walk & Questions
MEETING MINUTES Page 1 of 2
___________________________________
Project Manager
General Information
Inspector TBD Report Date 6/24/24
Resident Engineer Paul Curren Report Day Monday
Client Project Name
Contractor Information
General TBD Foreman
Subcontractor Foreman
Meeting Information
Meeting Location Start Time Stop Time
Corner of Lakeport Blvd & South Main 2:00 pm 2:30 pm
Attendees
Name Representing Telephone Email
See attached sign-in sheet
Meeting Minutes

1. Introductions, reviewed project length and primarily night work job starting in mid-September

2. Reviewed admin topics per agenda. Stressed importance of submitting physical copy of notarized bid bond or bid guarantee prior to bid opening. If there are any questions or issues with OpenGov platform, reach out to Olivia Grupp.

3. We will be present at City Hall at the time of bid opening. Bids will be submitted and opened through the OpenGov platform.

4. Traffic Control-2 lanes, each direction must be maintained during daytime operations. With an approved detour plan, it may be feasible to close South Main for night work.

5. The marking of digouts by City staff will happen during the day. The contractor is responsible to provide traffic control and a water truck for proof rolling. Allow 2 full days. Digouts on Main Street may be paved using a skip loader. A paver is required for Bid Alternates A and B (area to be added via addendum) digouts.

6. HMA type reviewed. Granite’s plant provides an accepted mix.

7. Pavement mat installation is to be limited to what is going to be paved during that shift.

8. All water valves and manholes are to be marked on the leveling course.

Utilities must be adjusted within 48 hours of final paving.

9. There will be an additional add alt included in addendum 1 for digouts within the roundabout at the west end of Lakeport Blvd. (Add Alt B)

10. All inspector and material testing costs are to be included in the unit MEETING MINUTES Page 2 of 2
___________________________________
Project Manager
cost for HMA digouts in each add alt.

11. Addendum 1 will specify the temporary pavement marking requirements throughout the project.

12. Contractor is responsible for all material disposal.

13. Construction yard available at 910 N. Main St. There is a wharf hydrant at that site. Meter must be obtained through City.

14. There is no requirement to comply with the Skilled and Trained Workforce mandate. This will be removed from the specifications via addendum 1.

Addendum #1-Additional Bid Items and Descriptions
700-5.18 BID ITEM 26 – HMA QC LAYDOWN TECHNICIAN
A. Scope of Work

1. Equipment:
a. Wheel
b. Measuring tape
c. Scale and sample boards for tack coat
d, Infrared temperature gun
e. Thermometer for measuring ambient temperature.
f. Tire air pressure gauge

2. Surface Preparation
a. Verify that surface to be paved is clean and free from dust, organic debris, soil, loose particles of any kind, and any other deleterious substances. Continuously monitor surface for cleanliness during shift.
b. Measure and record pavement and ambient temperature at beginning of paving and periodically throughout shift.

Note weather type and changes. Note wind conditions.

3. Tack Coat
a. Obtain and review tack coat submittal. Verify via tack coat delivery tag including dilution rate.
b. Tack coat has been applied to all vertical surfaces. Note any locations of over application for future cleaning.
c. Verify residual tack coat application rate
1) Confirm application rate with distributor truck
driver. Verify tack type and dilution rate.
2) Note initial tank volume. Note final tank volume.

Compute residual application rate.
3) Verify tack application rate using sample board and
scale.
d. Direct reapplication of damaged tack coat.

4. HMA Materials
a. Review and have copies of approved JMFs and project
specifications on site
b. Examine first load delivery ticket to validate that the HMA mix prior to depositing into paver.
1) Mix Type
2) Mix Number
3) Binder Type
4) Binder Content
If any of the above are not correct or are missing from the delivery tag, contact supplier to verify that the mix does comply with specifications.
c. Sampling
1) Obtain daily aggregate and binder samples from
plant sufficient to perform sieve, SE and correction
factor.
2) Obtain a HMA sample from the first 250 tons for
PSUE. Provide 16 boxes. Use quartermaster to
split samples. Provide 8 boxes to City. This
material represents lot 1 of 750 tons.
3) For lots 2 onward, collect random samples every
750 tons. Provide 8 boxes. Use quartermaster to
split samples. Provide 4 boxes to City.

5. Leveling Course
a. Assure that material temperatures at laydown are within specification limits.
b. Assure that handwork areas have similar mat surface to machine laid mat with no segregation.
c. Monitor application rate to assure average thickness approximately equals design thickness
d. Collect and organize delivery tags. Measure areas.

Compute average thickness.
e. Use 95% of JMF Rice Gravity at design mix voids to
compute coverage.

6. Interlayer
a. Assure correct interlayer material used
b. Review manufacturer’s installation instructions and special provisions.
c. Assure cleanliness of leveling course.
d. Test binder application rate using sample board and scale. e. Document quantities

7. HMA Surface
a. Assure that material temperatures at laydown are within specification limits.
b. Assure that handwork areas have similar mat surface to machine laid mat with no segregation.
c. Monitor application rate to assure average thickness approximately equals design thickness
d. Collect and organize delivery tags. Measure areas.

Compute average thickness.

8. Performance and Report
a. Be ready to perform inspection duties prior to delivery of first load of HMA
b. Continuously document observations throughout shift.

Documentation can be either handwritten or electronic.

Make documentation available to City representatives when asked.
c. Provide draft report at end of work shift. For electronic report, deliver via email. For handwritten report, provide photograph of all information and email.
d. Deliver final report within 5 calendar days. Payment for HMA will be held pending submission of reports.
e. Deliver HMA samples to City representative daily.

B. Payment

1. Payment shall be made on a lump sum basis regardless of the number of days of actual paving.

2. Payment shall include all costs to provide a competent and properly equipped technician. No other allowance will be made. 700-5.19 BID ITEM 27 – HMA QC COMPACTION TECHNICIAN
A. Scope of Work

1. Equipment:
a. Wheel
b. Measuring tape
c. Scale and sample boards for tack coat
d, Infrared temperature gun
e. Thermometer for measuring ambient temperature.
f. Tire air pressure gauge

2. Preparation
a. Obtain copy of approved JMF’s. Use Rice Gravity at
design mix voids to compute field compaction.
b. Have calibrated and standardized density gauge ready for use prior to initiation of laydown when density testing is required.

3. Leveling Course
a. Prior to paving, verify pneumatic roller comply with specifications for number and type. Verify tire pressures. b. Assure that steel breakdown and pneumatic rollers
complete compaction within temperature constraints.
c. Monitor temperatures at laydown and for each pass until completion.
d. Assure that at least one pneumatic roller is available at all times. Slow down paver if the rollers cannot keep up.
e. If the paver must stop for any time greater than 5 minutes, assure that the compaction is completed with both steel and pneumatic rolling up to the screed.

4. HMA Paving
a. Work with roller operators to establish rolling pattern using target of 94% of Rice Gravity.
b. Monitor compaction to assure density compliance.
c. After finish rolling, for each 500 ton or less lot, determine density at 10 random test locations. Locations can be
selected using ASTM D3665 or CT 375.
d. Determine gauge correlation using a minimum of 3
locations. Locations shall not be within travel way.
e. Provide preliminary report based on JMF Rice Gravity at end of day.

5. Performance and Report
a. Be ready to perform inspection duties prior to placement of first load of HMA
b. Continuously document observations throughout shift.

Documentation can be either handwritten or electronic.

Make documentation available to City representatives when asked.
c. Provide draft report at end of work shift. For electronic report, deliver via email. For handwritten report, provide photograph of all information and email.
d. Deliver final report within 5 calendar days. Final report shall be based on Rice Gravities determined at PSUW and lot testing. Payment for HMA will be held pending
submission of reports.
e. Deliver HMA samples to City representative daily.

B. Payment

1. Payment shall be made on a lump sum basis regardless of the number of days of actual paving.

2. Payment shall include all costs to provide a competent and properly equipped technician. No other allowance will be made. 700-5.20 BID ITEM 28 – HMA QC MATERIAL TESTING
A. Scope of Work

1. Perform the following HMA Tests of each HMA type:
a. Production Start Up Evaluation (PSUE) (first 250 tons-Lot 1)
Quality characteristic Test method
Gradation AASHTO T 27
Sand Equivalent AASHTO T176
Moisture Content AASHTO T255
Crushed Particles AASHTO T335
LA Rattler AASHTO T 96
Flat and Elongated particles ASTM D4791
Fine Aggregate Angularity AASHTO T304, Method A
Asphalt binder content AASHTO T 308, Method A
HMA moisture content AASHTO T 329
Air voids content AASHTO T 269
Voids in mineral aggregate MS-2 Asphalt Mixture
Volumetrics
Dust proportion MS-2 Asphalt Mixture
Volumetrics
Density of core California Test 375
Rice Gravity AASHTO t 209
Hamburg wheel track California Test 389
d. Production HMA Tests (750 ton lots – Lots 2 onward)

2. Reporting:
a. Submit test results within 7 calendar days of completion of paving.
b. Payment for HMA will be held pending submission of test results.

B. Payment

1. Payment shall be made on a lump sum basis regardless of the amount of HMA testing.

2. Payment shall include all HMA testing costs including transportation. No other allowance will be made.

Additive Alternate A Bid Items (if Awarded)
700-5.21 BID ITEM 29–6” Digouts on North Main
A. Scope of Work

1. Placement of HMA surface course per plans and specifications 2 Work to be performed at night

3. Cold Planing and HMA placement to be performed during same shift.

4. HMA to be placed in two 3-inch lifts with tack coat between lifts using paving machine on surface course.

B. Payment

1. Paid at the unit cost per square foot installed.

2. Deduction if non-compliant in place density

3. +/-25% Quantity variance does not apply. Paid at installed quantity only.

4. Includes cost of QC technicians and materials testing. 700-5.22 BID ITEM 30-31– Thermoplastic Pavement Markings A. Scope of Work and Payment

1. Same as Section 700-5.12
700-5.23 BID ITEM 32– Traffic Control
A. Scope of Work

1. Preparation of Traffic Control Plan
Moisture susceptibility AASHTO T 283
Quality characteristic Test method
Gradation AASHTO T 27
Sand Equivalent AASHTO T176
Asphalt binder content AASHTO T 308, Method A
Rice Gravity AASHTO t 209

2. Provide signage, barricades, flagmen, etc.

3. Install, maintain, and remove as required.

B. Payment

1. Lump Sum
Additive Alternate B Bid Items (if Awarded)
700-5.24 BID ITEM 33– 3” Digouts at Roundabout
A. Scope of Work

1. Placement of HMA surface course per plans and specifications 2 Work to be performed at night

3. Cold Planing and HMA placement to be performed during same shift.

4. HMA to be placed using paving machine.

B. Payment

1. Paid at the unit cost per square foot installed.

2. Deduction if non-compliant in place density

3. +/-25% Quantity variance does not apply. Paid at installed quantity only.

4. Includes cost of QC technicians and materials testing 700-5.25 BID ITEM 34– Traffic Control
A. Scope of Work

1. Preparation of Traffic Control Plan

2. Provide signage, barricades, flagmen, etc.

3. Install, maintain, and remove as required.

B. Payment

1. Lump Sum
Meeting Date: 08/06/2024 Page 1 Agenda Item # VII.B.1.

CITY OF LAKEPORT
City Council
City of Lakeport Municipal Sewer District
Lakeport Redevelopment Successor Agency
Lakeport Industrial Development Agency
Municipal Financing Agency of Lakeport

STAFF REPORT
RE: Nominate Voting Delegate and Alternate(s) for League of California Cities Conference October 16-18, 2024.

MEETING DATE: 08/06/2024
SUBMITTED BY: Kevin Ingram, City Manager
PURPOSE OF REPORT: Information only Discussion Action Item WHAT IS BEING ASKED OF THE CITY COUNCIL/BOARD:

The City Council is being asked to nominate a voting delegate and alternate(s) for the League of California Cities 2024 Annual Conference.

BACKGROUND/DISCUSSION:

The League of California Cities 2024 Annual Conference is scheduled for October 16-18, 2024. An important part of the Annual Conference is the Annual Business meeting, where the League membership considers and takes action on resolutions that establish League policy.

In order to vote at the Annual Business meeting, each city council must designate a voting delegate. In the event that the designated voting delegate is unable to serve in that capacity, each city may appoint up to two alternate voting delegates. The Voting Delegate form must be returned to the League's office no later than Wednesday, September 25, 2024, so that voting delegate/alternates records may be established prior to the conference.

The voting delegate and alternate(s) must be registered to attend the conference. At least one must be present at the Business Meeting and in possession of a voting card in order to cast a vote. Each member city has a right to cast one vote on matters pertaining to League Policy. In order for the City of Lakeport to vote, a delegate must be designated.

OPTIONS:

The Council has the option of choosing not to designate a voting member.

FISCAL IMPACT:

None $ Budgeted Item? Yes No
Budget Adjustment Needed? Yes No If yes, amount of appropriation increase: $ Affected fund(s): General Fund Water OM Fund Sewer OM Fund Other:

Comments:

Meeting Date: 08/06/2024 Page 2 Agenda Item # VII.B.1.

COUNCIL PRIORITIES:
☐ Priority #1: Public Safety & Crisis Response
☐ Priority #2: Disaster Resiliency
☒ Priority #3: Good Governance & Fiscal Stability
☐ Priority #4: Capital Infrastructure Improvement
☐ Priority #5: Safe, Sustainable & Attractive Neighborhoods ☐ Priority #6: Economic Development
SUGGESTED MOTIONS:

1. Move to nominate __________ as the voting delegate and __________ as the first alternate and ___________ as the second alternate voting delegate for the League of California Cities Annual Conference to be held October 16-18, 2024.

Attachments: 1. Voting Delegate Letter from the League of California Cities 1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org

DATE: Wednesday, July 10, 2024
TO: Mayors, Council Members, City Clerks, and City Managers RE: DESIGNATION OF VOTING DELEGATES AND ALTERNATES
League of California Cities Annual Conference and Expo, Oct. 16-18, 2024 Long Beach Convention Center
Every year, the League of California Cities convenes a member-driven General Assembly at the Cal Cities Annual Conference and Expo. The General Assembly is an important opportunity where city officials can directly participate in the development of Cal Cities policy.

Taking place on Oct. 18, the General Assembly is comprised of voting delegates appointed by each member city; every city has one voting delegate. Your appointed voting delegate plays an important role during the General Assembly by representing your city and voting on resolutions.

To cast a vote during the General Assembly, your city must designate a voting delegate and up to two alternate voting delegates, one of whom may vote if the designated voting delegate is unable to serve in that capacity. Voting delegates may either be an elected or appointed official.

Action by Council Required. Consistent with Cal Cities bylaws, a city’s voting delegate and up to two alternates must be designated by the city council. Please note that designating the voting delegate and alternates must be done by city council action and cannot be accomplished by individual action of the mayor or city manager alone.

Following council action, please submit your city’s delegates through the online submission portal by Wed., Sept. 25. When completing the Voting Delegate submission form, you will be asked to attest that council action was taken. You will need to be signed in to your My Cal Cities account when submitting the form.

Submitting your voting delegate form by the deadline will allow us time to establish voting delegate/alternate records prior to the conference and provide pre-conference communications with voting delegates.

Conference Registration Required. The voting delegate and alternates must be registered to attend the conference. They need not register for the entire conference; they may register for Friday only. Conference registration is open on the Cal Cities website.

Council Action Advised by September 25, 2024
For a city to cast a vote, one voter must be present at the General Assembly and in possession of the voting delegate card and voting tool. Voting delegates and alternates need to pick up their conference badges before signing in and picking up the voting delegate card at the voting delegate desk. This will enable them to receive the special sticker on their name badges that will admit the voting delegate into the voting area during the General Assembly.

Please view Cal Cities’ event and meeting policy in advance of the conference.

Transferring Voting Card to Non-Designated Individuals Not Allowed. The voting delegate card may be transferred freely between the voting delegate and alternates, but only between the voting delegate and alternates. If the voting delegate and alternates find themselves unable to attend the General Assembly, they may not transfer the voting card to another city official.

Seating Protocol during General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

The voting delegate desk, located in the conference registration area of the Long Beach Convention Center in Long Beach, will be open at the following times: Wednesday, Oct. 16, 8:00 a.m.-6:00 p.m. and Thursday, Oct. 17, 7:30 a.m.-4:00 p.m. On Friday, Oct. 18, the voting delegate desk will be open at the General Assembly, starting at 7:30 a.m., but will be closed during roll calls and voting.

The voting procedures that will be used at the conference are attached to this memo.

Please share these procedures and this memo with your council and especially with the individuals that your council designates as your city’s voting delegate and alternates.

Once again, thank you for submitting your voting delegate and alternates by Wednesday, Sept. 25. If you have questions, please contact Zach Seals at [email protected].

Attachments:
• General Assembly Voting Guidelines
• Information Sheet: Cal Cities Resolutions and the General Assembly 1400 K Street, Suite 400, Sacramento, CA 95814 • 916.658.8200 • calcities.org General Assembly Voting Guidelines

1. One City One Vote. Each member city has a right to cast one vote on matters pertaining to Cal Cities policy.

2. Designating a City Voting Representative. Prior to the Cal Cities Annual Conference and Expo, each city council may designate a voting delegate and up to two alternates; these individuals are identified on the voting delegate form provided to the Cal Cities Credentials Committee.

3. Registering with the Credentials Committee. The voting delegate, or alternates, may pick up the city's voting card at the voting delegate desk in the conference registration area. Voting delegates and alternates must sign in at the voting delegate desk. Here they will receive a special sticker on their name badge and thus be admitted to the voting area at the General Assembly.

4. Signing Initiated Resolution Petitions. Only those individuals who are voting delegates (or alternates), and who have picked up their city’s voting card by providing a signature to the credentials committee at the voting delegate desk, may sign petitions to initiate a resolution.

5. Voting. To cast the city's vote, a city official must have in their possession the city's voting card and voting tool; and be registered with the credentials committee. The voting card may be transferred freely between the voting delegate and alternates but may not be transferred to another city official who is neither a voting delegate nor alternate.

6. Voting Area at General Assembly. At the General Assembly, individuals with a voting card will sit in a designated area. Admission to the voting area will be limited to the individual in possession of the voting card and with a special sticker on their name badge identifying them as a voting delegate.

7. Resolving Disputes. In case of dispute, the credentials committee will determine the validity of signatures on petitioned resolutions and the right of a city official to vote at the General Assembly.

Sixty days before the
Annual Conference
and Expo, Cal Cities
members may submit
policy proposals on
issues of importance
to cities. The resolution must
have the concurrence of at least
five additional member cities or
individual members.

How it works: Cal Cities
Resolutions and the General Assembly
General Assembly
General Resolutions Policy Committees
Developing League of California Cities policy is a dynamic process that engages a wide range of members to ensure Cal Cities represents cities with one voice. These policies directly guide Cal Cities’ advocacy to promote local decision-making, and lobby against statewide policies that erode local control.

The resolutions process and General Assembly is one way that city officials can directly participate in the development of Cal Cities policy. If a resolution is approved at the General Assembly, it becomes official Cal Cities policy. Here’s how resolutions and the General Assembly work.

The petitioned
resolution is an
alternate method
to introduce policy
proposals during
the annual conference. The
petition must be signed by
voting delegates from 10% of
member cities, and submitted to
the Cal Cities President at least
24 hours before the beginning
of the General Assembly.

Petitioned Resolutions
The Cal Cities
President assigns
general resolutions
to policy committees
where members
review, debate, and recommend
positions for each policy proposal.

Recommendations are forwarded
to the Resolutions Committee.

Who’s who
The Resolutions Committee
includes representatives
from each Cal Cities
diversity caucus, regional
division, municipal
department, and policy
committee, as well as
individuals appointed by
the Cal Cities president.

Voting delegates
are appointed by each
member city; every city
has one voting delegate.

The General Assembly is a
meeting of the collective
body of all voting
delegates —one from
every member city.

Seven policy committees
meet throughout the year
to review and recommend
positions to take on bills
and regulatory proposals.

Policy committees include
members from each Cal
Cities diversity caucus,
regional division, and
municipal department,
as well as individuals
appointed by the Cal
Cities president.

During the General Assembly, voting delegates
debate and consider general and petitioned
resolutions forwarded by the Resolutions
Committee. Potential Cal Cities bylaws
amendments are also considered at this meeting.

Cal Cities policy
development is a memberinformed process,
grounded in the voices and
experiences of city officials
throughout the state.

For more information visit www.calcities.org/general-assembly Prior to the Annual Conference and Expo
Resolutions Committee
The Resolutions
Committee considers
all resolutions. General
Resolutions approved1 by
either a policy committee
or the Resolutions Committee are next
considered by the General Assembly.

General resolutions not approved, or
referred for further study by both a
policy committee and the Resolutions
Committee do not go to the General
Assembly. All Petitioned Resolutions
are considered by the General
Assembly, unless disqualified.2
During the Annual Conference and Expo
1 The Resolution Committee can amend a general resolution prior to sending it to the General Assembly. 2 Petitioned Resolutions may be disqualified by the Resolutions Committee according to Cal Cities Bylaws Article VI. Sec. 5(f).

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