Lomita City Council
October 7, 2025

Mark A. Waronek, Mayor
Cindy Segawa, Mayor Pro Tem
James Gazeley Councilmember
Bill Uphoff, Councilmember
Barry Waite, Councilmember

LOMITA CITY HALL

COUNCIL CHAMBERS
24300 Narbonne Avenue
Lomita, CA 90717
Phone: (310) 325-7110
Fax: (310) 325-4024
Next Resolution No. 2025-35
Next Ordinance No. 876
AGENDA

REGULAR MEETING

LOMITA CITY COUNCIL
TUESDAY, OCTOBER 7, 2025
6:00 PM
Welcome to a meeting of the Lomita City Council. Council meetings are held on the first and third Tuesday of every month at 6:00 p.m. in the Council Chambers located at Lomita City Hall, 24300 Narbonne, Avenue, Lomita, California. Meetings are conducted in person and streamed online at https://lomitacity.com/agendas-minutes/. Please note that in person attendance at this public meeting may result in the recording and broadcast of your image.

Comments, input, and interests from the public provide the City Council with valuable information regarding issues of the community. To address the Council, please fill out a speaker card indicating your desire to speak on either a specific agenda item or during oral communications. Speaker cards are located at the entrance of the Council Chambers. Once completed, please give it to the City Clerk and your name will be called when it is your turn to speak. All public comments are limited to a maximum of three (3) minutes unless an extension is granted. No action may be taken on items not on the agenda except as provided by law.

In compliance with the Americans with Disabilities Act (ADA) if you need special assistance to participate in this meeting, please contact the office of the City Clerk at (310) 325-7110.

Notification at least forty-eight (48) hours prior to the meeting will enable the City to make reasonable arrangements.

No meeting of the Lomita Public Financing Authority will be held on this date.

Tuesday, October 07, 2025, Reg CC Mtg. Page 1
Lomita City Council Meeting Agenda October 7, 2025

1. OPENING CEREMONIES
a. Call Meeting to Order
b. Flag Salute
c. Invocation - Councilmember Uphoff
d. Roll Call

2. APPROVAL OF AGENDA

3. PRESENTATIONS
None scheduled.

4. ORAL COMMUNICATIONS
Persons wishing to speak on Consent Agenda items or subjects other than those scheduled are requested to do so at this time. In order to conduct a timely meeting, a three (3) minute time limit per person has been established. Government Code Section 54954.2 prohibits the Council from discussing or taking action on a specific item unless it appears on a posted agenda.

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE CITY

COUNCIL
The City Council may discuss and act upon items described under Council comments; however, items which are not on the agenda will be limited to Council reports, announcements, requests for clarification or factual information, or placement of matters on the agenda for a future meeting.

6. CITY MANAGER'S REPORT (information only)

7. CONSENT AGENDA
All items under the Consent Agenda are considered by the Council to be routine and will be enacted by one motion in the form listed below. There may be separate discussions of these items prior to the time the Council votes on the motion. Specific items may be removed from the Consent Agenda at the request of any Councilmember or staff.

RECOMMENDED ACTION: That Consent Agenda Items 7a-7f be approved. a. Motion to Waive Full Reading of Ordinances and That They be Read in Title Only.

RECOMMENDED ACTION: Approve motion.
b. Minutes of the Regular City Council Meeting of September 2, 2025 RECOMMENDED ACTION: Approve minutes.

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Lomita City Council Meeting Agenda October 7, 2025

c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register d. Accept Work and File Notice of Completion for the Lomita Boulevard Repair Project RECOMMENDED ACTION: Accept the completed work by Palp Inc. dba Excel Paving Company for the Lomita Boulevard Repair project; authorize the Public Works Director to sign the Notice of Completion (NOC), and release the 5% retention payment of $11,962.59 to Palp Inc. dba Excel Paving Company, 35 calendar days after the NOC is recorded by the County Recorder’s Office contingent upon no claims being filed on the project; and, authorize the City Clerk to file the NOC with the County Recorder’s Office. e. Amendment No. 2 to Agreement No. 2022-51 with Michael Baker International RECOMMENDED ACTION: Approve Amendment No. 2 to Agreement No. 2022-51 with Michael Baker International for Rental Assistance Demonstration (RAD) Repositioning Consulting Services for Lomita Manor in an amount not to exceed $14,500 a three-year term.
f. Award a Construction Services Agreement with All American Asphalt for the Narbonne South Water Main Replacement and Street Reconstruction Project No. 374 under Powers and Procedures of the California Uniform Public Construction Cost Accounting Act (CUPCCAA)
RECOMMENDED ACTION: Award a Construction Services Agreement to All American Asphalt for the Narbonne South Water Main Replacement and Street Reconstruction Project under powers and procedures of the California Uniform Public Construction Cost Accounting Act (CUPCCAA) in the amount of $1,979,394.00, plus an additional 15% contingency of $296,909 for unexpected costs, for a total contract amount not to exceed $2,276,303; appropriate an additional $538,000.00 from the available Water Capital Fund balance; and authorize the City Manager to negotiate final terms and execute the agreement.

8. SCHEDULED ITEMS
a. PROFESSIONAL SERVICES AGREEMENT WITH TDG ENGINEERING, INC. FOR

CIVIL ENGINEERING DESIGN SERVICES FOR THE LOCAL TRAVEL NETWORK

PROJECT
Presented by Andres Gonzalez, Public Works Director
RECOMMENDED ACTION: Approve a Professional Services Agreement with TDG Engineering, Inc. for professional civil engineering design services for the City of Lomita’s Local Travel Network Project in the amount of $596,398, plus a 15% contingency amount of $89,460, for a total not to exceed amount of $685,858; and authorize the City Manager to execute the agreement.

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Lomita City Council Meeting Agenda October 7, 2025

b. RESOLUTION AUTHORIZING THE SUBMITTAL OF A MEASURE A GRANT

FUNDING APPLICATION FOR THE PLANNING AND DESIGN FOR THE LOMITA

SPORTS COMPLEX
Presented by Andrew Vialpando, City Manager
RECOMMENDED ACTION: Adopt a resolution authorizing the submittal of a Measure A Grant Funding Application with the Los Angeles County Regional Park and Open Space District (RPOSD) 2025 Competitive Grant Program; and authorize the City Manager to complete, sign and submit all required documentation.

RESOLUTION NO. 2025-35 – A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF LOMITA, CALIFORNIA, APPROVING THE SUBMISSION OF A MEASURE

A GRANT APPLICATION FOR THE PLANNING AND DESIGN OF THE LOMITA

SPORTS COMPLEX
c. 2024 ANNUAL GENERAL PLAN AND HOUSING ELEMENT PROGRESS REPORTS Presented by Adrian Fernandez, Community and Economic Development Director RECOMMENDED ACTION: Receive and file the City’s 2024 Annual General Plan and Housing Element Progress Reports.

9. PUBLIC HEARINGS
a. DISCUSSION AND CONSIDERATION OF AN ORDINANCE AMENDING LOMITA

MUNICIPAL CODE TITLE VIII (MOTOR VEHICLES AND TRAFFIC), ADDING CHAPTER 10 (OVERSIZED VEHICLE PERMITS), SECTIONS 8-3.05 THROUGH 8-

3.09, TO ESTABLISH RESTRICTIONS FOR OVERSIZED VEHICLES
Presented by Lina Hernandez, Assistant City Manager
RECOMMENDED ACTION: After conducting a public hearing, and after the City Attorney reads the title, introduce on first reading an ordinance amending Title VIII (Motor Vehicles and Traffic), adding Chapter 10 (Oversized Vehicle Permits), with Sections 8-3.05 through 8-3.09 to the Lomita Municipal Code, allowing for Oversized Vehicle Parking Permits.

ORDINANCE NO. 876 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF

LOMITA, CALIFORNIA, APPROVING AN ORDINANCE AMENDING LOMITA

MUNICIPAL CODE TITLE VIII (MOTOR VEHICLES AND TRAFFIC), ADDING CHAPTER 10 (OVERSIZED VEHICLE PERMITS), SECTIONS 8-10.01 THROUGH 8-

10.04, TO ESTABLISH RESTRICTIONS FOR OVERSIZED VEHICLES

10. ADJOURNMENT
The next regular City Council meeting will be held on October 21, 2025, at 6:00 p.m. in the Council Chambers located at 24300 Narbonne Avenue, Lomita, California.

Written materials distributed to the City Council within 72 hours of the City Council meeting are available for public inspection via the City’s website and copies are available for public Tuesday, October 07, 2025, Reg CC Mtg. Page 4
Lomita City Council Meeting Agenda October 7, 2025

inspection in the City Clerk’s Office, 24300 Narbonne Avenue, Lomita.

I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted not less than 72 hours prior to the meeting at the following locations: Lomita City Hall, Lomita Park, and uploaded to the City of Lomita website https://lomitacity.com/agendas-minutes.

Date Posted: October 3, 2025
_______________________________
Kathleen Horn Gregory, MMC, City Clerk
Tuesday, October 07, 2025, Reg CC Mtg. Page 5

MINUTES OF THE

REGULAR MEETING

LOMITA CITY COUNCIL
SEPTEMBER 2, 2025

1. OPENING CEREMONIES
a. Call Meeting to Order
The regular meeting of the Lomita City Council was called to order by Mayor Waronek at 6:00 p.m. on Tuesday, September 2, 2025, in the Council Chambers at Lomita City Hall, 24300 Narbonne Avenue, Lomita, California.
b. Flag Salute
Councilmember Uphoff led the salute to the flag.
c. Invocation
Mayor Waronek gave the invocation.
d. Roll Call
PRESENT: Councilmembers Gazeley, Uphoff, Waite, Mayor Pro Tem Segawa, and Mayor Waronek
ABSENT: None
STAFF PRESENT: City Manager Vialpando, City Attorney Rusin, Assistant City Manager Hernandez, Deputy City Manager/Administrative Services Director Kamada, Public Works Director Gonzalez, Community and Economic Development Director Fernandez, Parks and Recreation Director Kelley, and Deputy City Clerk Abbott

2. APPROVAL OF AGENDA
Mayor Pro Tem Segawa made a motion, seconded by Councilmember Gazeley, to approve the agenda.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waite, Mayor Pro Tem Segawa, and Mayor Waronek
NOES: None
ABSENT: None

3. PRESENTATIONS
The Lemonade Day presentation was rescheduled to a later unknown date.

Tuesday, October 07, 2025 Reg CC MTG, Page *6
Item No. 7b

4. ORAL COMMUNICATIONS
Mayor Waronek announced the time for oral communications.

George Kivett, Lomita resident, commented on the Void Analysis item to be presented this evening.

As there were no further requests to speak, Mayor Waronek closed oral communications.

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE CITY

COUNCIL
Councilmember Waite reported on the following:
• August 20 – Lomita Chamber of Commerce Mixer
• August 22 – Concert on the Lawn at City Hall
• August 23 – Movie Under the Stars at City Hall
• August 27 – Cal Cities L.A. County Division Board Meeting • August 28 – South Bay Cities Council of Governments (SBCCOG) Board Meeting, which was cancelled due to the lack of a quorum
Councilmember Uphoff reported on the following:
• August 20 – SBCCOG Homeless Services Task Force Meeting • August 21 – Lomita Boulevard Medians Ad Hoc Committee Meeting • August 23 – Lomita Chamber of Commerce Lemonade Day Lemmy Awards • August 27 – Cal Cities L.A. County Division Board Meeting • August 27 – Cal Cities L.A. County Division Legislative Committee Meeting • August 27 – L.A. County Emergency Centralized Response Center (ECRC) Open House Councilmember Gazeley had nothing to report.

Mayor Pro Tem Segawa reported on the following:
• August 20 – Lomita Chamber of Commerce Mixer
• August 21 – Lomita Boulevard Medians Ad Hoc Committee Meeting • August 21 – Boys and Girls Clubs Day Committee Meeting • August 22 – Concert on the Lawn at City Hall
• August 23 – Lomita Chamber of Commerce Lemonade Day Lemmy Awards • August 27 – L.A. County Emergency Centralized Response Center (ECRC) Open House Mayor Waronek reported on the following:
• August 20 – California Contract Cities Association (CCCA) Board of Directors Meeting • August 21 – Boys and Girls Clubs Day Committee Meeting • August 22 – CCCA Executive Board Meeting
• August 23 – Movie Under the Stars at City Hall
• August 27 – California Joint Powers Insurance Authority Board Meeting • August 28 – L.A. County Quality and Productivity Commission Meeting

6. CITY MANAGER'S REPORT (information only)
City Manager Vialpando stated that the following are among the projects currently in progress:
• Navy Fields lease agreement
• Street sweeping schedule updates
Tuesday, October 07, 2025 Reg CC MTG, Page *7

• Parking study
• School zones traffic calming study
• Lomita Railroad Museum/replica trolley car
• City Hall HVAC replacement
• Redesign of the second floor at City Hall
• Redesign of the Circle of Honor
• Teuchert Park
• Parks and Recreation programs including a hoedown event next fall • Community Safety Division
City Manager Vialpando also introduced Will Lawson, who was recently promoted to Community Safety Manager, and Julissa Monge, who was recently promoted from part time to full time Recreation Coordinator.

7. CONSENT AGENDA
RECOMMENDED ACTION: That Consent Agenda Items 7a-7g be approved.

Mayor Pro Tem Segawa made a motion, seconded by Councilmember Uphoff, to approve the recommended action.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waite, Mayor Pro Tem Segawa, and Mayor Waronek
NOES: None
ABSENT: None
a. Motion to Waive Full Reading of Ordinances and That They be Read in Title Only.

RECOMMENDED ACTION: Approve motion.
b. Minutes of the Regular City Council Meeting of August 5, 2025 RECOMMENDED ACTION: Approve minutes.
c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register. d. Agreement with the Lew Edwards Group to provide Planning, Communication, and Engagement Services for Fiscal Sustainability Services
RECOMMENDED ACTION: Authorize the City Manager to enter into an agreement with Lew Edwards Group (LEG) to provide Planning, Communication, and Engagement Services for $6,750 per month for a total contract amount not to exceed $108,000. e. Agreement with FCG Consultants, Inc. for Phase 2 of the Zone G Street Reconstruction Project
RECOMMENDED ACTION: Award a Professional Services Agreement to FCG Consultants, Inc., for construction management, construction inspection, construction administration, and testing services for the Street Reconstruction Project Zone G Phase 2 in the amount of $217,854, plus a 15% contingency amount of $32,678 for unexpected Tuesday, October 07, 2025 Reg CC MTG, Page *8

costs, for a total amount not to exceed $250,532; and authorize the City Manager to execute the agreement.
f. First Amendment to the Professional Services Agreement with Kosmont & Associates, Inc. for Economic Development Consulting Services
RECOMMENDED ACTION: Approve the First Amendment to the Agreement with Kosmont & Associates, Inc and authorize the City Manager to execute the agreement. g. Amendment to the Executive and Non-Represented/Confidential Compensation Plans RECOMMENDED ACTION: Adopt Resolution No. 2025-33 amending the City’s compensation plan for Non-Represented/Confidential employees as described; and adopt Resolution No. 2025-32 amending the City’s compensation plan for Executive employees as described.

RESOLUTION NO. 2025-32 – A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF LOMITA, CALIFORNIA, APPROVING A COMPENSATION PLAN FOR EXECUTIVE MANAGEMENT EMPLOYEES FOR FISCAL YEARS 2025-26 THROUGH 2027-28 AND RESCINDING RESOLUTION NO. 2025-25
RESOLUTION NO. 2025-33 – A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA, APPROVING A COMPENSATION PLAN FOR NONREPRESENTED EMPLOYEES FOR THE FISCAL YEAR COMMENCING JULY 1, 2025, AND ENDING JUNE 30, 2028, AND RESCINDING RESOLUTION NO. 2025-30

8. SCHEDULED ITEMS
a. LOMITA SHERIFF’S STATION QUARTERLY CRIME REPORT (NO STAFF REPORT) RECOMMENDED ACTION: Information only.

Lt. Mike White of Lomita Sheriff’s Station presented the report. He shared traffic and crime statistics from the second quarter of 2025 and compared them to the same time periods in recent years. He also addressed the importance of looking out for your neighbors and plans for an upcoming DUI Checkpoint in Lomita.

Mayor Waronek read an email from Captain Damien Spencer of Lomita Fire Station in which he commends Lomita Sheriff’s Station deputies for their assistance with a recent apartment building fire in Rancho Palos Verdes.
b. RETAIL VOID ANALYSIS REPORT PRESENTED BY KEN HIRA, PRESIDENT

OF KOSMONT COMPANIES (NO STAFF REPORT)
RECOMMENDED ACTION: Information only.

Community and Economic Development Director Fernandez introduced Mr. Ken Hira of Kosmont Companies, who gave the presentation. This analysis determines which retail chains may be a good fit in Lomita, based on a variety of demographic metrics and the level of trade area overlap with existing locations. He described the technology used for the analysis and outlined the demographics and drive time trade areas. Higher volume restaurants typically have the capacity to add more stores and should be considered for the sites. New restaurant concepts are appearing regularly and could provide additional Tuesday, October 07, 2025 Reg CC MTG, Page *9

foot traffic and revenues to the area. Councilmember Waite encouraged staff to publish the report on the City’s website. No action was taken on this item. c. AGREEMENT WITH TRIPEPI SMITH & ASSOCIATES, INC. FOR COMMUNICATIONS

AND PUBLIC INFORMATION CONSULTING SERVICES
RECOMMENDED ACTION: Authorize the City Manager to enter into an Agreement with Tripepi Smith & Associates for Communications and Public Information Consulting Services for a three-year term of $147,710 for the first year, plus a one-time fee of $2,970 for redesign services, plus a 10% contingency of $15,068 for unexpected costs, for a total amount not to exceed $165,748 in year one; $179,220 plus a 10% contingency of $17,922 for unexpected costs for year two; and $184,597 plus a 10% contingency of $18,459 for unexpected costs in year three, for an amount not to exceed $197,142 and $203,056 for years two and three, respectively; and, appropriate an additional $80,000 from available General and Water Fund balances.

Assistant City Manager Hernandez presented the staff report per the agenda material.

She recapped the recommendations resulting from the communications assessment, which include:
• Expansion of the City’s social media lineup to include X, formerly Twitter • Development of more news articles and press releases as needed, on items that have Citywide or regional impact, that can live on in our newsletters and the City’s website as a permanent reference point
• Cable channel content management
Tripepi Smith would continue to serve as an extension of City staff, making efforts on outreach easier to navigate, providing better access to services, and improving transparency and community engagement.

Councilmember Waite left the dais and the Council Chambers at 7:01 p.m.

Councilmember Waite returned to the dais at 7:03 pm.

Brief Council discussion took place relative to pricing comparisons with other firms to make sure the City is cost conscious and the importance of the City’s social media presence.

As there was no further discussion, Mayor Waronek invited a motion.

Councilmember Waite made a motion, seconded by Councilmember Uphoff, to approve the recommended action.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waite, Mayor Pro Tem Segawa, and Mayor Waronek
NOES: None
ABSENT: None

9. PUBLIC HEARINGS
None scheduled.

Tuesday, October 07, 2025 Reg CC MTG, Page *10

10. ADJOURNMENT
There being no further business to discuss, Mayor Waronek adjourned the meeting at 7:11 p.m.

Respectfully submitted,
_________________________________
Linda E. Abbott, Deputy City Clerk
Adopted:

Tuesday, October 07, 2025 Reg CC MTG, Page *11

CONSENT CALENDAR
AGENDA NO. 7.C.

October 7, 2025
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: October 7, 2025
SUBJECT: WARRANT REGISTER

PAYROLL REGISTER
October 7, 2025 TOTAL WARRANTS ISSUED: $820,355.73
Wires Transfers: 11419-11428
Prepay: 535747-535748
Check Numbers: 535749-535834
Total Pages of Register: 15
September 19, 2025 TOTAL PAYROLL ISSUED: $158,529.42
I hereby certify that the demands or claims covered by the checks listed on pages 1 to 15 inclusive of the check register are accurate and funds are available for payment thereof:
_
Susan Kamada
Administrative Services Director
Tuesday, October 07, 2025 Reg CC MTG, Page *12
10/1/2025 2:49:08 PM Page 1 of 15
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 9/17/2025 - 10/7/2025
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 7228 - #1 All Safe & Secure
535749 10/07/2025 #1 All Safe & Secure 8-25-CL Pre-Employee Live Scan 180.00 Vendor 7228 - #1 All Safe & Secure Total: 180.00
Vendor: 6948 - A1 Lawnmower Shop
535750 10/07/2025 A1 Lawnmower Shop 01487 Topper 88.04
535750 10/07/2025 A1 Lawnmower Shop 01487 Grass Seeds 65.20 535750 10/07/2025 A1 Lawnmower Shop 01488 Oil 26.46
535750 10/07/2025 A1 Lawnmower Shop 01491 Grass Seeds 114.52 535750 10/07/2025 A1 Lawnmower Shop 01491 Bar-Chain Oil 61.88 Vendor 6948 - A1 Lawnmower Shop Total: 356.10
Vendor: 0180 - Administrative Services Co-op, Inc.
535751 10/07/2025 Administrative Services Co-op,…250811 DAR August 25 -738.00 535751 10/07/2025 Administrative Services Co-op,…250811 DAR August 25 9,098.40 Vendor 0180 - Administrative Services Co-op, Inc. Total: 8,360.40 Vendor: 12699 - AEPC Group, LLC
535752 10/07/2025 AEPC Group, LLC 063025 Generator-Install of Automatic… 72,746.40 Vendor 12699 - AEPC Group, LLC Total: 72,746.40
Vendor: 4015 - AFLAC
535753 10/07/2025 AFLAC 416078 Employee Life/Accident Benefi… 53.90 535753 10/07/2025 AFLAC 416078 Employee Life/Accident Benefi… 47.06 Vendor 4015 - AFLAC Total: 100.96
Vendor: 4060 - Allianz Life Insurance Co.
535754 10/07/2025 Allianz Life Insurance Co. September 25 Employee Life Insurance Sept… 53.00 Vendor 4060 - Allianz Life Insurance Co. Total: 53.00
Vendor: 0545 - Allied Waste Transfer Services (BFI Falcon TS) 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 1,183.63 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 1,105.46 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 1,027.28 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 979.64 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 157.57 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 122.15 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 978.42 535755 10/07/2025 Allied Waste Transfer Services …4404-00023753 Dump Fee 263.95 Vendor 0545 - Allied Waste Transfer Services (BFI Falcon TS) Total: 5,818.10 Vendor: 12287 - AM Construction Supply, Inc.
535756 10/07/2025 AM Construction Supply, Inc. 4494 Liberator Rescue Blade 14 662.98 535756 10/07/2025 AM Construction Supply, Inc. 4494 Liberator Rescue Blade 45 132.57 535756 10/07/2025 AM Construction Supply, Inc. 4494 Diamond Grinder Cutting Wh… 143.64 Vendor 12287 - AM Construction Supply, Inc. Total: 939.19 Vendor: 12155 - Amazon Capital Services
535757 10/07/2025 Amazon Capital Services 14VV-X9VJ-C6KJ Anti Slip Traction Tape 4" X 40' 37.76 535757 10/07/2025 Amazon Capital Services 1793-DPF4-CL64 Black Gel Pens 10-Pk 11.02 535757 10/07/2025 Amazon Capital Services 1FJC-TLHW-F39K iPhone Charger, 2-Pack 20W F… 13.14 535757 10/07/2025 Amazon Capital Services 1FJC-TLHW-F39K Screen Cleaner Spray 16 oz 11.03 535757 10/07/2025 Amazon Capital Services 1FYT-NYM1-DTK3 Hanging Adhesive Strips 14.35 535757 10/07/2025 Amazon Capital Services 1GXW-3Q4Q-FK6T Wired Headset for PC/Laptop 26.76 535757 10/07/2025 Amazon Capital Services 1KKN-W639-1WR9 iPhone Charger, Charging Cord… 14.31 535757 10/07/2025 Amazon Capital Services 1P3K-99MP-3PRY iPhone Screen Protector 6.59 535757 10/07/2025 Amazon Capital Services 1P3K-99MP-3PRY iPhone Case 28.17 535757 10/07/2025 Amazon Capital Services 1TTY-J31K-7PY9 Nitrile Exam Gloves 9.59 535757 10/07/2025 Amazon Capital Services 1VC4-D6D7-7LQT Windshield Wiper Blades, Set … 20.20 535757 10/07/2025 Amazon Capital Services 1Y7D-4NXD-KFDK Safety Vest 29.77 Tuesday, October 07, 2025 Reg CC MTG, Page *13
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 2 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 535757 10/07/2025 Amazon Capital Services 1Y7D-4NXD-KFDK Safety Vest 60.71 535757 10/07/2025 Amazon Capital Services 1YLM-HLLM-CF4C USB Bluetooth Adapter for PC 11.04 Vendor 12155 - Amazon Capital Services Total: 294.44
Vendor: 7408 - American Fidelity
11424 09/25/2025 American Fidelity D886322 Employee Life/Accident Insur… 770.46 11424 09/25/2025 American Fidelity D886322 Employee Life/Accident Insur… 40.68 11424 09/25/2025 American Fidelity D886322 Employee Life/Accident Insur… 67.80 11424 09/25/2025 American Fidelity D886322 Employee Life/Accident Insur… 108.00 11424 09/25/2025 American Fidelity D886322 Employee Life/Accident Insur… 234.12 11426 10/01/2025 American Fidelity 2524743A Employee Flexible Spending A… 779.99 11426 10/01/2025 American Fidelity 2524743A Employee Flexible Spending A… 20.00 Vendor 7408 - American Fidelity Total: 2,021.05
Vendor: 13352 - Andrew Hastings
535758 10/07/2025 Andrew Hastings 091525 Dial-A-Ride Refund 6.00 Vendor 13352 - Andrew Hastings Total: 6.00
Vendor: 12257 - Aramsco Inc.
535759 10/07/2025 Aramsco Inc. S7280221.001 Disinfectant 1 Gal 65.46 535759 10/07/2025 Aramsco Inc. S7280221.001 Floor Pads 14" X 24" 21.46 535759 10/07/2025 Aramsco Inc. S7280221.001 No-Rinse Cleaner 1 Gal 28.82 535759 10/07/2025 Aramsco Inc. S7280221.001 Soaftsop 1 Gal 123.80 535759 10/07/2025 Aramsco Inc. S7280221.002 Polish Pads 14" X 24" 5-Case 47.33 535759 10/07/2025 Aramsco Inc. S7280221.002 Floor Pads 14" X 24" 5-Case 64.49 Vendor 12257 - Aramsco Inc. Total: 351.36
Vendor: 6609 - AT&T
535760 10/07/2025 AT&T 24032330 Fax Services 31.42
Vendor 6609 - AT&T Total: 31.42
Vendor: 3334 - Autozone, Inc.
535761 10/07/2025 Autozone, Inc. 02859572789 Optimum Grey Gasket 15.90 Vendor 3334 - Autozone, Inc. Total: 15.90
Vendor: 4105 - Banc of California
11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 20,803.24 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 3,111.21 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 34.10 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 306.13 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 100.96 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 188.23 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 46.32 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 148.33 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 280.61 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 165.41 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 135.61 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 147.49 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 382.04 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 144.29 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 30.45 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 79.11 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 8.97 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 12.68 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 3.79 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 75.75 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 25.60 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 149.40 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 40.21 11421 09/18/2025 Banc of California PE091225 Federal & Medicare Taxes-Pay… 605.73 11422 09/18/2025 Banc of California PE091225A State Tax Withholdings Pay En… 8,413.75 Vendor 4105 - Banc of California Total: 35,439.41
Tuesday, October 07, 2025 Reg CC MTG, Page *14
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 3 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 13386 - Blais & Associates, LLC
535762 10/07/2025 Blais & Associates, LLC BA_9062_2025 Grant Research and Support-… 1,740.00 Vendor 13386 - Blais & Associates, LLC Total: 1,740.00
Vendor: 13568 - Britney Aguilera
535763 10/07/2025 Britney Aguilera 2005066.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13568 - Britney Aguilera Total: 40.00
Vendor: 0685 - California Pro Sports
535764 10/07/2025 California Pro Sports 14-20434 T-Shirts Adult, Blue 927.43 535764 10/07/2025 California Pro Sports 14-20434 T-Shirts Adult-Upgrade Size 66.30 Vendor 0685 - California Pro Sports Total: 993.73
Vendor: 6687 - Canon Financial Services, Inc.
535765 10/07/2025 Canon Financial Services, Inc. 41837453 PW & Recreation Copiers Leas… 353.25 Vendor 6687 - Canon Financial Services, Inc. Total: 353.25 Vendor: 13569 - Carolina Higashi
535766 10/07/2025 Carolina Higashi 2005067.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13569 - Carolina Higashi Total: 40.00
Vendor: 12501 - Charter Communications Operating, LLC
535767 10/07/2025 Charter Communications Ope… 0398446092325 Cypress-Internet Services Sep… 65.10 535767 10/07/2025 Charter Communications Ope… 0398446092325 Cypress-Internet Services Sep… 65.10 Vendor 12501 - Charter Communications Operating, LLC Total: 130.20 Vendor: 13570 - Christopher Steese
535768 10/07/2025 Christopher Steese 2005068.001 Refund-Tom Rico Deposit- No… 200.00 Vendor 13570 - Christopher Steese Total: 200.00
Vendor: 6934 - Clinical Laboratory of San Bernardino, Inc. 535769 10/07/2025 Clinical Laboratory of San Ber… 2501542 Water Quality Report August … 1,315.00 Vendor 6934 - Clinical Laboratory of San Bernardino, Inc. Total: 1,315.00 Vendor: 4040 - Colonial Insurance Co.
11419 09/20/2025 Colonial Insurance Co. 9794975-0920407 Employee Life/Accident Insur… 418.77 11419 09/20/2025 Colonial Insurance Co. 9794975-0920407 Employee Life/Accident Insur… 220.87 11419 09/20/2025 Colonial Insurance Co. 9794975-0920407 Employee Life/Accident Insur… 73.62 11419 09/20/2025 Colonial Insurance Co. 9794975-0920407 Employee Life/Accident Insur… 97.04 Vendor 4040 - Colonial Insurance Co. Total: 810.30
Vendor: 0915 - Copy Rite Printing
535770 10/07/2025 Copy Rite Printing 39996 Business Cards-W. Lawson 50.55 535770 10/07/2025 Copy Rite Printing 39996 Business Cards-J. Campos 50.77 Vendor 0915 - Copy Rite Printing Total: 101.32
Vendor: 1075 - Department of Justice
535771 10/07/2025 Department of Justice 843169 Live Scan August 25 288.00 Vendor 1075 - Department of Justice Total: 288.00
Vendor: 7290 - Eden Serina
535772 10/07/2025 Eden Serina 091625 Yoga Class Instructor 2,650.20 Vendor 7290 - Eden Serina Total: 2,650.20
Vendor: 13194 - Gabriel Maldonado
535773 10/07/2025 Gabriel Maldonado 091625 Reimbursement for Work Pan… 275.00 Vendor 13194 - Gabriel Maldonado Total: 275.00
Vendor: 3962 - Ganahl Lumber Company
535774 10/07/2025 Ganahl Lumber Company 151196801 Lumber Fee 0.90 535774 10/07/2025 Ganahl Lumber Company 151196801 Brown #2/B DF .15CAC Lumbe… 99.36 535774 10/07/2025 Ganahl Lumber Company 151197415 Safety Vest HV Yell L-XLRG 92.79 535774 10/07/2025 Ganahl Lumber Company 151197415 3" X 1000 Caution Tape 15.45 535774 10/07/2025 Ganahl Lumber Company 151197415 6' Single Leg w-Snap Hook 88.39 535774 10/07/2025 Ganahl Lumber Company 151197415 12" Recipe Blade 10-Pk 121.54 535774 10/07/2025 Ganahl Lumber Company 151197415 Respirator Paint/Pest 124.92 535774 10/07/2025 Ganahl Lumber Company 151198449 13/64" Titanium Drill Bits 8.39 535774 10/07/2025 Ganahl Lumber Company 151198449 13/32" Titanium Drill Bits 17.57 Tuesday, October 07, 2025 Reg CC MTG, Page *15
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 4 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 535774 10/07/2025 Ganahl Lumber Company 151198449 13/8" Titanium Drill Bits 16.56 Vendor 3962 - Ganahl Lumber Company Total: 585.87
Vendor: 12696 - Gary Guttormson
535775 10/07/2025 Gary Guttormson 2005054.001 Refund-Picnic Shelter Deposit 40.00 Vendor 12696 - Gary Guttormson Total: 40.00
Vendor: 13561 - GoGov, Inc. DBA GoGovApps
535776 10/07/2025 GoGov, Inc. DBA GoGovApps 25-605 Citizen Request Management … 16,000.00 Vendor 13561 - GoGov, Inc. DBA GoGovApps Total: 16,000.00 Vendor: 13564 - Guadalupe Sandoval
535777 10/07/2025 Guadalupe Sandoval 2005064.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13564 - Guadalupe Sandoval Total: 40.00
Vendor: 12737 - Guma Masuda
535778 10/07/2025 Guma Masuda 2005055.001 Refund-Picnic Shelter Deposit 40.00 Vendor 12737 - Guma Masuda Total: 40.00
Vendor: 6946 - Hach Company
535779 10/07/2025 Hach Company 14632135 Total Chlorine 354.71 Vendor 6946 - Hach Company Total: 354.71
Vendor: 3036 - Harbor Freight Tools USA, Inc.
535780 10/07/2025 Harbor Freight Tools USA, Inc. 3e4e7c1c 15 Cable Ties 8.83 535780 10/07/2025 Harbor Freight Tools USA, Inc. 3e4e7c1c Ties-11" Blcak 100-Pk 4.29 Vendor 3036 - Harbor Freight Tools USA, Inc. Total: 13.12 Vendor: 3241 - Hinderliter, De Llamas & Associates
535781 10/07/2025 Hinderliter, De Llamas & Assoc…SIN054185 Sales Tax 1,432.25 535781 10/07/2025 Hinderliter, De Llamas & Assoc…SIN054263 Measure L Tax 600.00 Vendor 3241 - Hinderliter, De Llamas & Associates Total: 2,032.25 Vendor: 13571 - Jamie Sanchez
535782 10/07/2025 Jamie Sanchez 2005069.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13571 - Jamie Sanchez Total: 40.00
Vendor: 13368 - Jane Radlinski
535783 10/07/2025 Jane Radlinski 070925 Dial-A-Ride Refund 47.00 Vendor 13368 - Jane Radlinski Total: 47.00
Vendor: 7420 - JFS Care
535784 10/07/2025 JFS Care August 25 Services-Lifeline August 25 663.00 Vendor 7420 - JFS Care Total: 663.00
Vendor: 12069 - Joe A. Gonsalves & Son
535785 10/07/2025 Joe A. Gonsalves & Son 162803 Consulting Services September… 3,000.00 Vendor 12069 - Joe A. Gonsalves & Son Total: 3,000.00
Vendor: 13565 - Juan Alquezada
535786 10/07/2025 Juan Alquezada 2005063.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13565 - Juan Alquezada Total: 40.00
Vendor: 13573 - Kevin Ritchie
535787 10/07/2025 Kevin Ritchie 2005072.001 Refund-Tom Rico Deposit 200.00 Vendor 13573 - Kevin Ritchie Total: 200.00
Vendor: 3130 - L.A. County Department of Animal Care & Control 535788 10/07/2025 L.A. County Department of An…August 25 Animal Housing August 25 -851.00 535788 10/07/2025 L.A. County Department of An…August 25 Animal Housing August 25 22,878.68 Vendor 3130 - L.A. County Department of Animal Care & Control Total: 22,027.68 Vendor: 3187 - L.A. County Department of Public Works
535789 10/07/2025 L.A. County Department of Pu… RE-PW-25090801113 Industrial Waste August 25 6,870.97 535789 10/07/2025 L.A. County Department of Pu… RE-PW-25090801228 Traffic Engineering Advisory A… 244.12 Vendor 3187 - L.A. County Department of Public Works Total: 7,115.09 Vendor: 3048 - L.A. County Sheriff's Department
535790 10/07/2025 L.A. County Sheriff's Departm… 260227TZ August 25 338,168.56 535790 10/07/2025 L.A. County Sheriff's Departm… 260227TZ August 25 20,152.33 535790 10/07/2025 L.A. County Sheriff's Departm… 260227TZ August 25 46,473.38 Tuesday, October 07, 2025 Reg CC MTG, Page *16
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 5 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 535790 10/07/2025 L.A. County Sheriff's Departm… 260335TZ Special Events-Firework Suppr… 4,136.35 535790 10/07/2025 L.A. County Sheriff's Departm… 260336TZ Special Events-Lomita Park Co… 904.54 Vendor 3048 - L.A. County Sheriff's Department Total: 409,835.16 Vendor: 13496 - Lan Wan Enterprise, Inc.
535791 10/07/2025 Lan Wan Enterprise, Inc. 76608 Seagate 8 TB External Hard Dr… 202.04 535791 10/07/2025 Lan Wan Enterprise, Inc. 76609 Adapter Low Profile/Full Height 772.60 535791 10/07/2025 Lan Wan Enterprise, Inc. 76609 External Mini-SAS HD Male to… 387.26 Vendor 13496 - Lan Wan Enterprise, Inc. Total: 1,361.90 Vendor: 3331 - Lee's Tires
535792 10/07/2025 Lee's Tires 99258 Backhoe Tires-Parts 366.59 535792 10/07/2025 Lee's Tires 99258 Backhoe Tires-Labor 40.00 535792 10/07/2025 Lee's Tires 99466 2018 Nissan Leaf Tire Replac… 20.00 535792 10/07/2025 Lee's Tires 99466 2018 Nissan Leaf Tire Replac… 127.58 Vendor 3331 - Lee's Tires Total: 554.17
Vendor: 12247 - LegalShield
535793 10/07/2025 LegalShield September 25 Employee Legal Insurance Be… 53.70 Vendor 12247 - LegalShield Total: 53.70
Vendor: 6349 - Liebert Cassidy Whitmore
535794 10/07/2025 Liebert Cassidy Whitmore 304652 HR Attorney 109.13 535794 10/07/2025 Liebert Cassidy Whitmore 304652 HR Attorney 36.37 Vendor 6349 - Liebert Cassidy Whitmore Total: 145.50
Vendor: 13572 - Liliana Hernandez
535795 10/07/2025 Liliana Hernandez 2005070.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13572 - Liliana Hernandez Total: 40.00
Vendor: 6442 - Lincoln National Life Insurance Co.
11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 224.26 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 42.64 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 15.08 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 85.94 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 34.84 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 173.65 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 29.16 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 5.20 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 20.80 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 84.88 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 52.00 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 252.09 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 27.56 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 154.13 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 113.18 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 30.68 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 95.84 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 31.20 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 128.40 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 29.12 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 44.20 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 131.05 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 63.21 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 20.80 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 8.22 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 1.56 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 7.78 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 2.08 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 9.36 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 54.37 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 4.16 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 23.54 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 27.56 Tuesday, October 07, 2025 Reg CC MTG, Page *17
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 6 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 135.65 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 29.16 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 5.20 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 560.13 11427 10/01/2025 Lincoln National Life Insurance…4881054331 Employee Life/STD/LTD Insur… 122.77 Vendor 6442 - Lincoln National Life Insurance Co. Total: 2,881.45 Vendor: 3054 - Linde Gas & Equipment Inc.
535796 10/07/2025 Linde Gas & Equipment Inc. 52183859 WTR-Acetylene Torch Rental 80.66 Vendor 3054 - Linde Gas & Equipment Inc. Total: 80.66
Vendor: 3095 - Lomita Railroad Museum Foundation
11420 09/17/2025 Lomita Railroad Museum Fou… 083125 Museum Foundation Revenue… 795.23 Vendor 3095 - Lomita Railroad Museum Foundation Total: 795.23 Vendor: 3069 - M & N Trophies
535797 10/07/2025 M & N Trophies 6564 City Council Name Plaques 30.94 535797 10/07/2025 M & N Trophies 6564 City Council Name Plaques 39.78 535797 10/07/2025 M & N Trophies 6564 Commissioner Name Plaques 63.67 Vendor 3069 - M & N Trophies Total: 134.39
Vendor: 6229 - Marissa Martinez
535798 10/07/2025 Marissa Martinez 2005071.001 Refund-Picnic Shelter Deposit 40.00 Vendor 6229 - Marissa Martinez Total: 40.00
Vendor: 6020 - Mark Waronek
535799 10/07/2025 Mark Waronek 082425 CCCA Annual Seminar-Educati… 596.08 Vendor 6020 - Mark Waronek Total: 596.08
Vendor: 3085 - Mark's Lock & Safe, Inc.
535800 10/07/2025 Mark's Lock & Safe, Inc. 0000037997 Bullet Camera 813.14 535800 10/07/2025 Mark's Lock & Safe, Inc. 0000037997 Install Camera & Troubleshot … 2,740.00 Vendor 3085 - Mark's Lock & Safe, Inc. Total: 3,553.14
Vendor: 10823 - Martha Harris
535801 10/07/2025 Martha Harris 092525 Wellness Reimbursement 150.00 Vendor 10823 - Martha Harris Total: 150.00
Vendor: 7247 - Michael Baker International, Inc.
535802 10/07/2025 Michael Baker International, I… 1260569 RAD Repositioning Consulting … 1,743.75 535802 10/07/2025 Michael Baker International, I… 1261549 Residential Rehabilitation Aug… 1,915.00 535802 10/07/2025 Michael Baker International, I… 1261549 Lifeline Personal Response Ser… 345.00 535802 10/07/2025 Michael Baker International, I… 1261549 Lomita Manor PLHA August 25 3,642.50 Vendor 7247 - Michael Baker International, Inc. Total: 7,646.25 Vendor: 7377 - MidAmerica Administrative & Retirement Solutions 535803 10/07/2025 MidAmerica Administrative &… 0316381 Retiree Health Administration… 609.00 Vendor 7377 - MidAmerica Administrative & Retirement Solutions Total: 609.00 Vendor: 3217 - MissionSquare Retirement
11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 12,758.70 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 1,041.57 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 432.37 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 386.80 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 198.30 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 326.61 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 701.43 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 463.53 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 426.64 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 330.84 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 662.26 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 583.47 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 445.68 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 38.62 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 73.58 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 294.11 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 117.75 Tuesday, October 07, 2025 Reg CC MTG, Page *18
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 7 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 248.88 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 198.30 11423 09/18/2025 MissionSquare Retirement PE091225 Deferred Compensation Pay D… 1,576.24 Vendor 3217 - MissionSquare Retirement Total: 21,305.68 Vendor: 13563 - Natsuko Eguchi
535804 10/07/2025 Natsuko Eguchi 2005065.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13563 - Natsuko Eguchi Total: 40.00
Vendor: 7496 - Numa Networks
535747 09/17/2025 Numa Networks 37896-01 IT Services August 25 4,945.08 535747 09/17/2025 Numa Networks 37896-01 IT Services August 25 4,945.07 535805 10/07/2025 Numa Networks 37982 IT Services September 25 4,661.58 535805 10/07/2025 Numa Networks 37982 IT Services September 25 4,661.57 Vendor 7496 - Numa Networks Total: 19,213.30
Vendor: 12004 - Occupational Health Centers of CA, A Medical Grp 535806 10/07/2025 Occupational Health Centers o…88019594 Pre-Employee Physical Exam 534.00 535806 10/07/2025 Occupational Health Centers o…88097384 Pre-Employee Physical Exam 178.00 535806 10/07/2025 Occupational Health Centers o…88260850 Pre-Employee Physical Exam 250.00 Vendor 12004 - Occupational Health Centers of CA, A Medical Grp Total: 962.00 Vendor: 4690 - Octavio Becerra
535807 10/07/2025 Octavio Becerra 090925 Reimbursement for Work Pan… 270.60 Vendor 4690 - Octavio Becerra Total: 270.60
Vendor: 13566 - Olivia Concul
535808 10/07/2025 Olivia Concul 2005062.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13566 - Olivia Concul Total: 40.00
Vendor: 12685 - ON Graphics
535809 10/07/2025 ON Graphics 12359 13 oz Vinyl Banner 30" X 71" 2… 309.40 535809 10/07/2025 ON Graphics 12438 13 oz Vinyl Banner 30" X 71" 2… 154.70 Vendor 12685 - ON Graphics Total: 464.10
Vendor: 4090 - Public Employee Retirement System
11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 15,326.33 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 68.73 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 311.66 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 1,372.38 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 467.19 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 256.01 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 310.22 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 286.79 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 701.16 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 393.60 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 222.82 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 589.89 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 712.32 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 1,007.78 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 406.15 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 200.66 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 501.51 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 397.18 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 433.31 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 356.68 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 438.88 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 835.01 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 624.51 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 296.99 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 346.06 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 304.78 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 392.52 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 36.57 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 20.68 Tuesday, October 07, 2025 Reg CC MTG, Page *19
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 8 of 15
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 69.39 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 7.64 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 102.13 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 357.56 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 78.96 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 73.14 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 82.73 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 95.60 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 649.13 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 318.22 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 222.82 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 875.34 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 438.72 11425 09/24/2025 Public Employee Retirement S…PE091225 Retirement Contributions-Pay… 2,543.66 11428 09/30/2025 Public Employee Retirement S…18034581 GASB 68 Reports 350.00 Vendor 4090 - Public Employee Retirement System Total: 33,883.41 Vendor: 13121 - Risk Management Professionals
535810 10/07/2025 Risk Management Professiona…250401 2024 Lomita Hazard Mitigation… 13,895.00 Vendor 13121 - Risk Management Professionals Total: 13,895.00 Vendor: 3134 - S & J Supply Co., Inc.
535811 10/07/2025 S & J Supply Co., Inc. S100258025.001 Meter Lid 260.59 Vendor 3134 - S & J Supply Co., Inc. Total: 260.59
Vendor: 7394 - Sharmone P. La Rose
535812 10/07/2025 Sharmone P. La Rose 091625 Gentle Yoga Class Instructor 705.60 Vendor 7394 - Sharmone P. La Rose Total: 705.60
Vendor: 7188 - Sharp Business Systems
535813 10/07/2025 Sharp Business Systems 9005505171 PW-MXC304W Copier Usage 6… 73.58 Vendor 7188 - Sharp Business Systems Total: 73.58
Vendor: 7233 - Siteone Landscape Supply, LLC
535814 10/07/2025 Siteone Landscape Supply, LLC 158201488-001 Gray PVC Cement 20.08 535814 10/07/2025 Siteone Landscape Supply, LLC 158201488-001 PVC Expansion Repair, Coupli… 54.98 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 Purple Primer 15.33 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 Sch 40 PVC 90 Degree Elbow 2… 6.69 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 Sch 40 PVC 45 Degree Elbow 2… 15.67 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 Sch 40 PVC Coupling 2" Socket 4.01 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 Gray PVC Cement 20.08 535814 10/07/2025 Siteone Landscape Supply, LLC 158244334-001 PVC Expansion Repair, Coupli… 55.91 535814 10/07/2025 Siteone Landscape Supply, LLC 158706522-001 Sch 40 PVC 90 Degree Elbow 3… 4.50 535814 10/07/2025 Siteone Landscape Supply, LLC 158706522-001 Sch 40PVC Nested Coupling 3/… 2.21 535814 10/07/2025 Siteone Landscape Supply, LLC 158824043-001 Tree Stake Lodge Pole Treated… 38.75 535814 10/07/2025 Siteone Landscape Supply, LLC 158992831-001 Tree Stake Lodge Pole Treated… 31.00 Vendor 7233 - Siteone Landscape Supply, LLC Total: 269.21 Vendor: 3544 - South Bay Cities Council of Governments
535815 10/07/2025 South Bay Cities Council of Go… 092525 Monthly City Manager's Meet… 35.00 Vendor 3544 - South Bay Cities Council of Governments Total: 35.00 Vendor: 5050 - Southern California Edison Co.
535748 09/24/2025 Southern California Edison Co. 700007178650-091025 Narbonne Pedestrian Crosswa… 55.90 535748 09/24/2025 Southern California Edison Co. 700037130331-091725 City Hall 8,904.55 535748 09/24/2025 Southern California Edison Co. 700154659268-091525 Traffic Signals 30.80 535748 09/24/2025 Southern California Edison Co. 700315053620-091725 Lomita Park 17.14 535748 09/24/2025 Southern California Edison Co. 700492524416-091025 Hathaway Park 36.48 535816 10/07/2025 Southern California Edison Co. 700012123226-092225 Landscape Maintenance Distri… 16.38 535816 10/07/2025 Southern California Edison Co. 700480902095-092225 Narbonne Pedestrian Crosswa… 143.15 Vendor 5050 - Southern California Edison Co. Total: 9,204.40 Vendor: 1005 - Southern California News Group
535817 10/07/2025 Southern California News Gro… 083125 Ads-Consider Adopting Ordin… 292.65 535817 10/07/2025 Southern California News Gro… 083125 Ads-Adopted Ordinance No. 8… 340.78 535817 10/07/2025 Southern California News Gro… 083125 Ads-Street Reconstruction Pro… 446.63 Tuesday, October 07, 2025 Reg CC MTG, Page *20
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 535817 10/07/2025 Southern California News Gro… 083125 Ads-Street Reconstruction Pro… 336.93 Vendor 1005 - Southern California News Group Total: 1,416.99 Vendor: 12456 - Sportball
535818 10/07/2025 Sportball 092225 Comprehensive Sport Class Ins… 2,016.00 Vendor 12456 - Sportball Total: 2,016.00
Vendor: 6393 - Sully-Miller Contracting Co.
535819 10/07/2025 Sully-Miller Contracting Co. 4282496 Asphalt 807.81 535819 10/07/2025 Sully-Miller Contracting Co. 4297453 Asphalt 1,005.26 535819 10/07/2025 Sully-Miller Contracting Co. 4310426 Asphalt 1,018.92 535819 10/07/2025 Sully-Miller Contracting Co. 4310426 Asphalt 985.66 Vendor 6393 - Sully-Miller Contracting Co. Total: 3,817.65 Vendor: 13560 - Tanya Gaylor
535820 10/07/2025 Tanya Gaylor 2005053.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13560 - Tanya Gaylor Total: 40.00
Vendor: 6085 - Thompson Building Materials
535821 10/07/2025 Thompson Building Materials IV-I87973 24" Push Broom 63.74 535821 10/07/2025 Thompson Building Materials IV-I87973 Safety Glasses 8.11 535821 10/07/2025 Thompson Building Materials IV-I87973 Sir Mix 60 lb Concrete Mix 320.89 535821 10/07/2025 Thompson Building Materials IV-I87973 Latex Glove 4.86 535821 10/07/2025 Thompson Building Materials IV-I87973 Black Jumbo Marker 7.76 535821 10/07/2025 Thompson Building Materials IV-I87973 14" Tie Down Ratchet 400 lb 13.07 535821 10/07/2025 Thompson Building Materials IV-I87973 Caution Tape 3 X 1000 Yellow… 23.45 535821 10/07/2025 Thompson Building Materials IV-I87973 Sir Mix Pallet Deposit 40.89 535821 10/07/2025 Thompson Building Materials IV-I88185 Paint Tray Liner Plastic 25.22 535821 10/07/2025 Thompson Building Materials IV-I88185 9 X 3 Wood Screw 100-Box 23.50 535821 10/07/2025 Thompson Building Materials IV-I88242 Sir Mix 90 lb Concrete Mix 52.44 535821 10/07/2025 Thompson Building Materials IV-I88242 Hydrant Adapter 57.78 535821 10/07/2025 Thompson Building Materials IV-I88242 Latex Coated Gloves 15.15 535821 10/07/2025 Thompson Building Materials IV-I88242 Lumber Crayon Yellow 3.54 535821 10/07/2025 Thompson Building Materials IV-I88436 Safety Vest 94.68 535821 10/07/2025 Thompson Building Materials IV-I88436 8-1/2 Palmyra Scrub Brush 7.16 535821 10/07/2025 Thompson Building Materials IV-I88437 Hard Hat 10.36 535821 10/07/2025 Thompson Building Materials IV-I88437 Safety Vest 40.58 535821 10/07/2025 Thompson Building Materials IV-I88474 Caution Tape 3 X 1000 Yellow… 35.17 535821 10/07/2025 Thompson Building Materials IV-I88474 White Marking Paint 28.81 535821 10/07/2025 Thompson Building Materials IV-I88478 Sir Mix 60 lb Concrete Mix 320.89 535821 10/07/2025 Thompson Building Materials IV-I88478 Sir Mix Pallet Deposit 40.89 535821 10/07/2025 Thompson Building Materials IV-I88478 White Marking Paint 9.60 535821 10/07/2025 Thompson Building Materials IV-I88478 3M 2090 Masking Tape 2" 18.19 535821 10/07/2025 Thompson Building Materials IV-I88517 Push Broom 24" 83.21 535821 10/07/2025 Thompson Building Materials IV-I88517 Square PT Shovel 48" Handle 50.74 535821 10/07/2025 Thompson Building Materials IV-I88517 Round PT Shovel 48" Handle 48.72 535821 10/07/2025 Thompson Building Materials IV-I88517 Trenching Shovel Wood Handle 37.42 535821 10/07/2025 Thompson Building Materials IV-I88517 Bucket 5 Gal 15.36 535821 10/07/2025 Thompson Building Materials IV-I88585 12" Wood Reciprocating Saw B… 16.54 535821 10/07/2025 Thompson Building Materials IV-I88585 Sire Mix Pallet Return -33.15 535821 10/07/2025 Thompson Building Materials IV-I88585 Sir Mix 60 lb Concrete Mix 320.89 535821 10/07/2025 Thompson Building Materials IV-I88585 Sir Mix Pallet Deposit 40.89 535821 10/07/2025 Thompson Building Materials IV-I88585 9" Wood Reciprocating Saw Bl… 23.72 535821 10/07/2025 Thompson Building Materials IV-I88585 Nozzle Pistol Grip Threaded Gi… 5.61 Vendor 6085 - Thompson Building Materials Total: 1,876.68 Vendor: 12170 - T-Mobile
535822 10/07/2025 T-Mobile 092025 City Council 147.00
535822 10/07/2025 T-Mobile 092025 City Manager 75.40
535822 10/07/2025 T-Mobile 092025 Emergency-Hotspot 29.40 535822 10/07/2025 T-Mobile 092025 Parking Enforcement Supervis… 25.80 535822 10/07/2025 T-Mobile 092025 Community Development 163.05 535822 10/07/2025 T-Mobile 092025 Ipad for GIS System 19.74 535822 10/07/2025 T-Mobile 092025 Facilities Manager 25.80 Tuesday, October 07, 2025 Reg CC MTG, Page *21
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 535822 10/07/2025 T-Mobile 092025 Recreation 106.80
535822 10/07/2025 T-Mobile 092025 Park 38.70
535822 10/07/2025 T-Mobile 092025 Public Works 64.50
535822 10/07/2025 T-Mobile 092025 Water 383.84
Vendor 12170 - T-Mobile Total: 1,080.03
Vendor: 7353 - Torrance Industrial Hardware
535823 10/07/2025 Torrance Industrial Hardware 12416 Bolt Eye W/Nut 1/2 X 12" 9.47 535823 10/07/2025 Torrance Industrial Hardware 12416 Fastener 2.21 535823 10/07/2025 Torrance Industrial Hardware 12425 Threadlocker 10.57 535823 10/07/2025 Torrance Industrial Hardware 12427 Paint Brush 2" 8.80 535823 10/07/2025 Torrance Industrial Hardware 12427 Chisel Paint Brush 2" 8-Pk 8.39 535823 10/07/2025 Torrance Industrial Hardware 12427 Mini Paint Roller Cover Refill … 24.29 535823 10/07/2025 Torrance Industrial Hardware 12427 Stainless 24.53 535823 10/07/2025 Torrance Industrial Hardware 12427 Stainless 31.82 535823 10/07/2025 Torrance Industrial Hardware 12427 Stainless 35.14 535823 10/07/2025 Torrance Industrial Hardware 12427 Chip Brush 1" 5.27 535823 10/07/2025 Torrance Industrial Hardware 12427 Outdoor Gloss Hunter Green P… 164.50 535823 10/07/2025 Torrance Industrial Hardware 12427 Stainless 231.39 535823 10/07/2025 Torrance Industrial Hardware 12427 Handy Paint Pail Liners 7.72 Vendor 7353 - Torrance Industrial Hardware Total: 564.10 Vendor: 12974 - Transtech Engineers, Inc.
535824 10/07/2025 Transtech Engineers, Inc. 20255248 Traffic Review Dutch Bro Coff… 505.00 535824 10/07/2025 Transtech Engineers, Inc. 20255249 Engineering & Land Developm… 794.00 535824 10/07/2025 Transtech Engineers, Inc. 20255250 Engineering & Land Developm… 1,760.00 535824 10/07/2025 Transtech Engineers, Inc. 20255251 Engineering & Land Developm… 4,180.00 Vendor 12974 - Transtech Engineers, Inc. Total: 7,239.00 Vendor: 9100 - Tripepi Smith and Associates
535825 10/07/2025 Tripepi Smith and Associates 14836 SB 1383-Ad Hoc May 25 756.25 535825 10/07/2025 Tripepi Smith and Associates 15572 Monthly Retainer September … 6,572.50 535825 10/07/2025 Tripepi Smith and Associates 15572 Monthly Retainer September … 6,572.50 Vendor 9100 - Tripepi Smith and Associates Total: 13,901.25 Vendor: 0695 - Turf Star Inc.
535826 10/07/2025 Turf Star Inc. InV114917 Mower Maintenance-Shop Su… 250.00 535826 10/07/2025 Turf Star Inc. InV114917 Mower Maintenance-Parts 483.61 535826 10/07/2025 Turf Star Inc. InV114917 Mower Maintenance-Labor 1,440.00 Vendor 0695 - Turf Star Inc. Total: 2,173.61
Vendor: 4130 - Vision Service Plan (CA)
535827 10/07/2025 Vision Service Plan (CA) 823633073 Cobra-September 25 79.51 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 440.14 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 84.11 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 16.07 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 42.39 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 22.95 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 45.90 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 47.15 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 43.61 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 45.90 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 41.31 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 67.24 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 34.43 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 2.30 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 4.59 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 20.39 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 4.59 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 37.09 535827 10/07/2025 Vision Service Plan (CA) 823633115 Employee Vision Insurance-Se… 141.59 Vendor 4130 - Vision Service Plan (CA) Total: 1,221.26
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 6169 - Water Replenishment District of Southern CA 535828 10/07/2025 Water Replenishment District …073125 Groundwater Production & As… 880.76 Vendor 6169 - Water Replenishment District of Southern CA Total: 880.76 Vendor: 7373 - Wells Fargo Vendor Financial Services
535829 10/07/2025 Wells Fargo Vendor Financial … 5035805465 BP-70C55 Copier Lease Septe… 348.04 Vendor 7373 - Wells Fargo Vendor Financial Services Total: 348.04 Vendor: 7052 - Wex Bank
535830 10/07/2025 Wex Bank 107498710 Vehicle Fleets 251.00 Vendor 7052 - Wex Bank Total: 251.00
Vendor: 12211 - Willdan Financial Services
535831 10/07/2025 Willdan Financial Services 00341043 CIP/Water-Related Project M… 11,921.25 535831 10/07/2025 Willdan Financial Services 00341201 CIP/Water-Related Project M… 16,582.50 535831 10/07/2025 Willdan Financial Services 00341202 City Engineer Services-C. Herb… 4,810.00 535831 10/07/2025 Willdan Financial Services 00341202 City Engineer Services-C. Herb… 4,810.00 535831 10/07/2025 Willdan Financial Services 00341309 CIP/Water-Related Project M… 4,541.10 535831 10/07/2025 Willdan Financial Services 00341309 CIP/Water-Related Project M… 9,690.15 535831 10/07/2025 Willdan Financial Services 00341310 City Engineer Services-C. Herb… 2,960.00 535831 10/07/2025 Willdan Financial Services 00341310 City Engineer Services-C. Herb… 2,960.00 535831 10/07/2025 Willdan Financial Services 0341044 City Engineer Services-C. Herb… 3,237.50 535831 10/07/2025 Willdan Financial Services 0341044 City Engineer Services-C. Herb… 3,237.50 Vendor 12211 - Willdan Financial Services Total: 64,750.00 Vendor: 12250 - William D. Uphoff
535832 10/07/2025 William D. Uphoff 091825 ICA Installation Dinner for C. S… 100.00 535832 10/07/2025 William D. Uphoff 092525 Retirement for Bea Dieringer 100.00 Vendor 12250 - William D. Uphoff Total: 200.00
Vendor: 3666 - Yamada Company Inc.
535833 10/07/2025 Yamada Company Inc. 85167 4 Point Edger Blade 1/2" 76.47 535833 10/07/2025 Yamada Company Inc. 85167 V Belt 12.35 Vendor 3666 - Yamada Company Inc. Total: 88.82
Vendor: 6102 - Yunex, LLC
535834 10/07/2025 Yunex, LLC 5610006219 Traffic Signal Response Call Ou… 712.66 535834 10/07/2025 Yunex, LLC 90005256 Traffic Signal Maintenance Au… 619.50 535834 10/07/2025 Yunex, LLC 90005257 Street Light Maintenance Aug… 169.83 Vendor 6102 - Yunex, LLC Total: 1,501.99
Grand Total: 820,355.73
Tuesday, October 07, 2025 Reg CC MTG, Page *23
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Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 633,158.15
205 - State Gas Tax 11,338.04
215 - Community Development Block Grant 6,565.50
220 - Proposition A Local Return 8,530.32
245 - Landscape Maintenance District #1 4,026.78
255 - Park Athletic 170.10
311 - Street Improvement 711.43
510 - Water Operations 82,313.78
520 - Water Capital 72,746.40
720 - Railroad Museum Foundation 795.23
Grand Total: 820,355.73
Account Summary
Account Number Account Name Payment Amount
100-000-2295.000 Military Banner Program 464.10
100-000-2405.000 Deposits Held in Trust 505.00
100-000-2510.000 PERS 15,326.33
100-000-2524.000 Other Employee Deducti… 53.70
100-000-2535.000 Accident Insurance 1,243.13
100-000-2545.000 Vision Insurance 519.65
100-000-2550.000 Federal Withholding 23,914.45
100-000-2555.000 State Withholding 8,413.75
100-000-2560.000 Deferred Compensation 12,758.70
100-000-2563.000 Flex 125 Reimbursement 799.99
100-000-4465.000 Animal Care and Control -851.00
100-000-4510.000 Park Rentals 880.00
100-110-5207.000 Medicare 34.10
100-110-5217.000 PERS Tier 3 (2%@62) 68.73
100-110-5415.000 Communications 147.00
100-110-5430.000 Conferences and Meetin… 696.08
100-110-5505.000 Office Supplies and Expe… 70.72
100-110-5755.000 Special Department Supp… 100.00
100-125-5205.000 Health Insurance 1,392.58
100-125-5207.000 Medicare 306.13
100-125-5215.000 PERS Tier 1 (2.5%@55) 311.66
100-125-5216.000 PERS Tier 2 (2%@60) 1,372.38
100-125-5217.000 PERS Tier 3 (2%@62) 467.19
100-125-5345.000 Contractual Services 29,812.50
100-125-5415.000 Communications 75.40
100-125-5430.000 Conferences and Meetin… 35.00
100-130-5205.000 Health Insurance 549.46
100-130-5207.000 Medicare 100.96
100-130-5216.000 PERS Tier 2 (2%@60) 256.01
100-130-5217.000 PERS Tier 3 (2%@62) 310.22
100-130-5410.000 Advertising 633.43
100-130-5505.000 Office Supplies and Expe… 115.82
100-210-5205.000 Health Insurance 858.55
100-210-5207.000 Medicare 188.23
100-210-5215.000 PERS Tier 1 (2.5%@55) 286.79
100-210-5216.000 PERS Tier 2 (2%@60) 701.16
100-210-5217.000 PERS Tier 3 (2%@62) 393.60
100-210-5340.000 Professional Services 2,032.25
100-210-5345.000 Contractual Services 350.00
100-230-5205.000 Health Insurance 232.66
100-230-5207.000 Medicare 46.32
100-230-5217.000 PERS Tier 3 (2%@62) 222.82
100-230-5305.000 Legal Services 109.13
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Account Summary
Account Number Account Name Payment Amount
100-230-5340.000 Professional Services 609.00
100-230-5345.000 Contractual Services 1,430.00
100-230-5755.000 Special Department Supp… 150.00
100-330-5320.000 Sheriff Contract 343,209.45
100-330-5321.000 Core Deputy 20,152.33
100-330-5323.000 Liability Trust Fund 46,473.38
100-333-5340.000 Professional Services 13,895.00
100-333-5755.000 Special Department Supp… 29.40
100-335-5205.000 Health Insurance 455.24
100-335-5207.000 Medicare 148.33
100-335-5217.000 PERS Tier 3 (2%@62) 589.89
100-335-5505.000 Office Supplies and Expe… 147.73
100-335-5515.000 Uniform Expense 90.48
100-335-5710.000 Equipment Maintenance 167.78
100-336-5325.000 Animal Care and Control 22,878.68
100-410-5205.000 Health Insurance 1,051.42
100-410-5207.000 Medicare 280.61
100-410-5216.000 PERS Tier 2 (2%@60) 712.32
100-410-5217.000 PERS Tier 3 (2%@62) 1,007.78
100-410-5415.000 Communications 163.05
100-440-5345.000 Contractual Services 10,646.40
100-440-5415.000 Communications 31.42
100-440-5525.000 Equipment Under $5k 58.93
100-440-5605.000 Rents and Leases 774.87
100-605-5205.000 Health Insurance 692.37
100-605-5207.000 Medicare 165.41
100-605-5215.000 PERS Tier 1 (2.5%@55) 406.15
100-605-5216.000 PERS Tier 2 (2%@60) 200.66
100-605-5217.000 PERS Tier 3 (2%@62) 501.51
100-605-5340.000 Professional Services 22,282.60
100-605-5345.000 Contractual Services 7,115.09
100-605-5415.000 Communications 19.74
100-610-5205.000 Health Insurance 654.79
100-610-5207.000 Medicare 135.61
100-610-5216.000 PERS Tier 2 (2%@60) 397.18
100-610-5217.000 PERS Tier 3 (2%@62) 433.31
100-710-5205.000 Health Insurance 503.78
100-710-5207.000 Medicare 147.49
100-710-5215.000 PERS Tier 1 (2.5%@55) 356.68
100-710-5217.000 PERS Tier 3 (2%@62) 438.88
100-710-5405.000 Utilities 8,904.55
100-710-5415.000 Communications 25.80
100-710-5705.000 General Maintenance 3,917.62
100-730-5205.000 Health Insurance 861.09
100-730-5207.000 Medicare 382.04
100-730-5215.000 PERS Tier 1 (2.5%@55) 835.01
100-730-5217.000 PERS Tier 3 (2%@62) 624.51
100-730-5345.000 Contractual Services 5,371.80
100-730-5415.000 Communications 106.80
100-735-5755.000 Special Department Supp… 993.73
100-740-5205.000 Health Insurance 825.96
100-740-5207.000 Medicare 144.29
100-740-5215.000 PERS Tier 1 (2.5%@55) 296.99
100-740-5216.000 PERS Tier 2 (2%@60) 346.06
100-740-5217.000 PERS Tier 3 (2%@62) 304.78
100-740-5405.000 Utilities 53.62
100-740-5415.000 Communications 38.70
100-740-5510.000 Small Tools 42.52
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Account Summary
Account Number Account Name Payment Amount
100-740-5705.000 General Maintenance 853.52
100-740-5710.000 Equipment Maintenance 2,288.89
100-750-5207.000 Medicare 30.45
205-610-5205.000 Health Insurance 631.92
205-610-5207.000 Medicare 79.11
205-610-5217.000 PERS Tier 3 (2%@62) 392.52
205-610-5335.000 Maintenance & License … 1,501.99
205-610-5405.000 Utilities 229.85
205-610-5415.000 Communications 64.50
205-610-5510.000 Small Tools 63.74
205-610-5515.000 Uniform Expense 375.90
205-610-5705.000 General Maintenance 6,819.46
205-610-5710.000 Equipment Maintenance 468.47
205-620-5705.000 General Maintenance 263.95
205-810-5806.368 Street Reconstruction - … 446.63
215-540-5340.000 Professional Services 1,915.00
215-550-5340.000 Professional Services 345.00
215-550-5345.000 Contractual Services 663.00
215-570-5340.000 Professional Services 3,642.50
220-000-4705.000 Dial-A-Ride Fares -685.00
220-340-5205.000 Health Insurance 50.70
220-340-5207.000 Medicare 8.97
220-340-5216.000 PERS Tier 2 (2%@60) 36.57
220-340-5217.000 PERS Tier 3 (2%@62) 20.68
220-340-5345.000 Contractual Services 9,098.40
245-720-5405.000 Utilities 16.38
245-720-5755.000 Special Department Supp… 4,010.40
255-760-5205.000 Health Insurance 88.03
255-760-5207.000 Medicare 12.68
255-760-5217.000 PERS Tier 3 (2%@62) 69.39
311-810-5806.368 Street Reconstruction - … 336.93
311-810-5806.380 Sidewalk Improvement P… 374.50
510-110-5207.000 Medicare 3.79
510-110-5217.000 PERS Tier 3 (2%@62) 7.64
510-125-5205.000 Health Insurance 378.23
510-125-5207.000 Medicare 75.75
510-125-5215.000 PERS Tier 1 (2.5%@55) 102.13
510-125-5216.000 PERS Tier 2 (2%@60) 357.56
510-125-5217.000 PERS Tier 3 (2%@62) 78.96
510-130-5205.000 Health Insurance 150.04
510-130-5207.000 Medicare 25.60
510-130-5216.000 PERS Tier 2 (2%@60) 73.14
510-130-5217.000 PERS Tier 3 (2%@62) 82.73
510-220-5205.000 Health Insurance 630.80
510-220-5207.000 Medicare 149.40
510-220-5215.000 PERS Tier 1 (2.5%@55) 95.60
510-220-5216.000 PERS Tier 2 (2%@60) 649.13
510-220-5217.000 PERS Tier 3 (2%@62) 318.22
510-230-5205.000 Health Insurance 232.66
510-230-5207.000 Medicare 40.21
510-230-5217.000 PERS Tier 3 (2%@62) 222.82
510-230-5305.000 Legal Services 36.37
510-440-5345.000 Contractual Services 10,059.00
510-440-5525.000 Equipment Under $5k 14.31
510-630-5205.000 Health Insurance 2,831.95
510-630-5207.000 Medicare 605.73
510-630-5215.000 PERS Tier 1 (2.5%@55) 875.34
510-630-5216.000 PERS Tier 2 (2%@60) 438.72
Tuesday, October 07, 2025 Reg CC MTG, Page *26
Warrant Register Payment Dates: 9/17/2025 - 10/7/2025
10/1/2025 2:49:08 PM Page 15 of 15
Account Summary
Account Number Account Name Payment Amount
510-630-5217.000 PERS Tier 3 (2%@62) 2,543.66
510-630-5339.000 Water Quality - Clinical L… 1,315.00
510-630-5340.000 Professional Services 55,773.90
510-630-5345.000 Contractual Services 251.00
510-630-5415.000 Communications 383.84
510-630-5441.000 Water Purchases - WRD 880.76
510-630-5443.000 Water Production Supply… 354.71
510-630-5510.000 Small Tools 220.09
510-630-5515.000 Uniform Expense 416.22
510-630-5705.000 General Maintenance 1,622.87
510-630-5710.000 Equipment Maintenance 15.90
520-840-5820.134 Emergency Generator 72,746.40
720-990-5998.000 Transfer to Railroad Mus… 795.23
Grand Total: 820,355.73
Project Account Summary
Project Account Key Payment Amount
**None** 746,451.27
205-Street Reconstruction-Zone G 446.63
311-Street Reconstruction-Zone G 336.93
520.134 72,746.40
Sidewalk Improvement Program 374.50
Grand Total: 820,355.73
Tuesday, October 07, 2025 Reg CC MTG, Page *27
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Andres Gonzalez, Public Works Director
MEETING DATE: October 7, 2025
SUBJECT: Accept Work and File Notice of Completion for the Lomita Boulevard Repair Project

RECOMMENDED ACTION
Accept the completed work by Palp Inc. dba Excel Paving Company for the Lomita Boulevard Repair project; authorize the Public Works Director to sign the Notice of Completion (NOC), and release the 5% retention payment of $11,962.59 to Palp Inc. dba Excel Paving Company, 35 calendar days after the NOC is recorded by the County Recorder’s Office contingent upon no claims being filed on the project; and, authorize the City Clerk to file the NOC with the County Recorder’s Office.

BACKGROUND
On August 6, 2024, the City Council authorized waiving the bidding process for an urgent repair of a segment of Lomita Boulevard in an amount not to exceed $200,000 in Proposition C funds. The repair addressed approximately 300 feet of westbound pavement on Lomita Boulevard near Lucille Avenue, which was showing significant deformation in the form of rutting that resulted in a 2-inch deep settlement in the pavement. This damage was presumed to stem from compaction or mix design issues, as this section of Lomita Boulevard was repaved in 2013. The project involved grind and overlay of the westbound lanes of traffic and median between Lucille Avenue and Lomita Drive to further prevent future pavement degradation.

To save money, the City Council authorized the addition of the Lomita Boulevard Repair as a change order to the Public Works Agreement with Excel Paving on September 3, 2024. Excel Paving was already performing work for the City under Phase 1 of the Zone G Street Reconstruction Project.

The cost estimate from Excel Paving for the Lomita Blvd. repair construction was $293,836, plus an additional $45,564 needed for construction management. On March

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7d
Tuesday, October 07, 2025 Reg CC MTG, Page *28
2 18, 2025, City Council approved an appropriation of $164,467 in additional Proposition C funds, along with a $72,893 contingency for unforeseen expenses, for a total amount not to exceed $437,360 inclusive of the previously approved $200,000.

DISCUSSION
Construction on the Lomita Boulevard Repair began on April 28, 2025. It included excavation of existing asphalt concrete, aggregate base, and subgrade soil in the rutting zone as well as a buffer in all directions. It also involved the installation of new aggregate base, grinding, paving, and striping.

Paving was completed on May 5, 2025. Field-related punch list items were completed on June 12, 2025 and, following a subsequent review of punch list items by LAE Associates, the work was found to be in conformance with the contract documents. The final step for construction completion is to file the NOC and release the retention to the contractor.

There is a one-year warranty period in accordance with the project specifications.

FISCAL IMPACT
Actual expenditures for the project, including design, testing services, construction, and construction management totaled $317,034.11. The project was completed $120,325.89 under budget.

VISION, MISSION, VALUES, AND STRATEGIC OUTCOMES
The City’s Vision, Mission, and Values set the standard for the organization, establish priorities, uniformity and guidelines; and provide the framework for policy decision making. The Strategic Outcomes were implemented to provide a pathway to achieving the City’s Vision. This item aligns with Strategic Outcome No. 5: City Infrastructure & Water Utility – Investing in reliable, sustainable infrastructure.

OPTIONS

1. Approve recommended action.

ATTACHMENTS

1. Notice of Completion
Prepared by: Approved by:
_______________________ ______________________
Andres Gonzalez Andrew Vialpando
Public Works Director City Manager
Tuesday, October 07, 2025 Reg CC MTG, Page *29
(“President of,” “Manager of,” “A partner of,” “Owner of,” etc.)

RECORDING REQUESTED BY
AND WHEN RECORDED MAIL TO:

Name
Street
Address
City &
State
SPACE ABOVE THIS LINE FOR RECORDER’S USE ONLY

NOTICE OF COMPLETION
Notice is hereby given that:

1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described:

2. The full name of the owner is

3. The full address of the owner is

4. The nature of the interest or estate of the owner is in fee. (If other than fee, strike “in Fee” and insert, for example, “purchaser under contract of purchase,” or “lessee”)

5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are:

NAMES ADDRESSES

6. A work of improvement on the property hereinafter described was completed on . The work done was:

7. The name of the contractor, if any, for such work of improvement was (If no contractor for work of improvement as a whole, insert “none”) (Date of Contract)

8. The property on which said work of improvement was completed is in the city of , County of , State of California, and is described as follows:

9. The street address of said property is
(If no street address has been officially assigned, insert “none”) Dated:

Signature of owner of corporate officer of owner
named in paragraph 2 or his agent

VERIFICATION
I, the undersigned, say: I am the the declarant of the foregoing notice of completion; I have read said notice of completion and know the contents thereof; the same is true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed on , 20 , at , California.
(Date of signature) (City where signed)
(Personal signature of the individual who is swearing that the contents of the notice of completion are true)
City of Lomita
City of Lomita
24300 Narbonne Ave.

Lomita, CA 90717
City of Lomita
24300 Narbonne Ave., Lomita, CA 90717
City of Lomita, Rehabilitation of Portion of Lomita Boulevard 10/07/2025
This project consisted of the rehabilitation of westbound Lomita Blvd between Lucille Ave. and Lomita Dr.

Palp Inc. dba Excel Paving Company
04/08/2025
Lomita
Los Angeles street rehabilitation
none
Public Works Director of the City of Lomita,
Lomita
Tuesday, October 07, 2025 Reg CC MTG, Page *30
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Adrian Fernandez, Community and Economic Development Director
MEETING DATE: October 7, 2025
SUBJECT: Amendment No. 2 to Agreement No. 2022-51 with Michael Baker International

RECOMMENDED ACTION
Approve Amendment No. 2 to Agreement No. 2022-51 with Michael Baker International for Rental Assistance Demonstration (RAD) Repositioning Consulting Services for Lomita Manor in an amount not to exceed $14,500 a three-year term.

BACKGROUND
On September 2, 2021, the City of Lomita entered into an agreement with Michael Baker International (“Consultant”) for Rental Assistance Demonstration (RAD) repositioning consulting services for Lomita Manor. The RAD program provides a mechanism for existing affordable housing projects like the Lomita Manor to be revitalized using federal loans. The initial term of this agreement was for an amount not to exceed $10,000 and was due to expire on October 28, 2022, unless extended.

On November 1, 2022, the City and Consultant entered into the First Amendment. The first amendment updated the total amount to $27,260 and the expiration date to September 6, 2026.

DISCUSSION
While there is still time remaining in the original agreement, the total amount has been used. The proposed amendment would add a total of $14,500 and two additional years to the current agreement with Michael Baker International to continue to provide assistance to staff to pursue the RAD conversion for Lomita Manor.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7e
Tuesday, October 07, 2025 Reg CC MTG, Page *31
2 FISCAL IMPACT
If approved, the amendment will add $14,500 to the total allocated for the services described above. The Housing Reserve Fund will fund this amount.

VISION, MISSION, VALUES, AND STRATEGIC OUTCOMES
The City’s Vision, Mission, and Values set the standard for the organization, establish priorities, uniformity and guidelines; and provide the framework for policy decision making. The Strategic Outcomes were implemented to provide a pathway to achieving the City’s Vision. This item aligns with Strategic Outcome No. 5: City Infrastructure and Water Utility – Investing in reliable, sustainable infrastructure.

OPTIONS

1. Approve amendment to agreement with Michael Baker International; or

2. Provide alternate direction.

ATTACHMENTS

1. Amendment 2 to Agreement with MBI
Approved by:
______________________
Andrew Vialpando
City Manager
Prepared by:
__________________________
Adrian Fernandez, Community and Economic Development Director Tuesday, October 07, 2025 Reg CC MTG, Page *32
Second Amendment to Agreement between
Michael Baker International and the City of Lomita
This Second Amendment to the Agreement is made and entered into between the City of Lomita (“City”) and Michael Baker International (“Consultant”). The City and Contractor mutually agree to amend the existing Agreement entered into on November 1, 2022, as follows:

RECITALS
A. On September 2, 2021, the City entered into an Agreement with Consultant for Rental Assistance Demonstration (RAD) repositioning consulting services for Lomita Manor (“Agreement”) through October 28, 2022.

B. On November 1, 2022, the First Amendment to the contract for professional services between the City and Consultant was made and entered into for RAD repositioning consultant services for Lomita Manor. The term of the Agreement was amended to expire on September 6, 2026.

C. The CITY and Consultant now seek to enter into a Second Amendment to the Agreement which amends Sections 1 and 7.

NOW THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter contained, the parties hereto agree as follows:

1. Subsection C of Section 1, Entitled “Consideration and Compensation” is hereby amended to read as follows:

As additional consideration, CITY agrees to pay CONSULTANT an additional amount not to exceed $14,500, for CONSULTANT’s services, unless otherwise specified by written amendment to this Agreement.

2. Section 7, Entitled “Terms of Agreement” is hereby amended to read as follows:

The terms of this Agreement shall expire on October 8, 2028, unless terminated by the parties as set forth in Section 11 of this Agreement, or extended in writing in advance by both parties.

3. No other changes. All terms, conditions, and other provisions of the Agreement, including all exhibits, not affected by this Second Amendment shall remain in full force and effect.

4. Acceptance of Facscimile or Electronic Signatures. The parties agree that this Second Amendment will be considered signed when the signature of a party is delivered by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.

IN WITNESS WHEREOF, the parties hereto have executed this second amendment on the 7th day of October 2025, at Lomita, California.

Tuesday, October 07, 2025 Reg CC MTG, Page *33
City of Lomita Michael Baker International
By:_____________________________ By _______________________________ Andrew Vialpando, City Manager Fareeha Kibriya, Office Executive Attest: Approved as to Form:
________________________________ _________________________________ Kathleen Horn Gregory, MMC, City Clerk Trevor Rusin, City Attorney Tuesday, October 07, 2025 Reg CC MTG, Page *34
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Andres Gonzalez, Public Works Director
MEETING DATE: October 7, 2025
SUBJECT: Award a Construction Services Agreement with All American Asphalt for the Narbonne South Water Main Replacement and Street Reconstruction Project No. 374 under powers and
procedures of the California Uniform Public Construction Cost Accounting Act (CUPCCAA)

RECOMMENDED ACTION
Award a Construction Services Agreement to All American Asphalt for the Narbonne South Water Main Replacement and Street Reconstruction Project under powers and procedures of the California Uniform Public Construction Cost Accounting Act (CUPCCAA) in the amount of $1,979,394.00, plus an additional 15% contingency of $296,909 for unexpected costs, for a total contract amount not to exceed $2,276,303; Appropriate an additional $538,000.00 from the available Water Capital Fund balance; and, Authorize the City Manager to negotiate final terms and execute the agreement.

BACKGROUND
This item was previously presented to the City Council at its meeting on September 16, 2025. Since then, staff discovered a ministerial oversight that required the Construction Agreement with All American Asphalt to have been approved in accordance with powers and procedures of the California Uniform Public Construction Cost Accounting Act (CUPCCAA).

The City of Lomita’s 2022-2027 CIP Master Plan includes replacing the water main pipeline and reconstructing the street along Narbonne Avenue, south of Pacific Coast Highway (PCH) to the border with the City of Rolling Hills Estates. This portion of the 6- inch and 8-inch cast iron water main, originally installed in 1928, was identified for replacement in the City’s 2015 Water Master Plan. Additionally, the 2020 Pavement Management Program (PMP) update identified this stretch of Narbonne Avenue for rehabilitation due to its low Pavement Condition Index (PCI) rating of 22.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7f
Tuesday, October 07, 2025 Reg CC MTG, Page *35
2 The design of both the street reconstruction and water main replacement portions of the projects was developed by David Evans and Associates Inc. (DEA) as authorized by the City Council in December 2022. The City is strategically pairing these two components of the project as a best management practice, since the water main lies beneath the pavement on Narbonne Avenue. By coordinating the water main replacement with pavement work, the City is able to reduce construction costs, minimize disruption, and complete the project more efficiently while extending the pavement’s service life.

The project involves replacing approximately 1,600 linear feet of existing 6-inch and 8- inch cast iron pipeline with a new 8-inch PVC water main to improve water flow and pressure. The new pipeline will extend along Narbonne Avenue from PCH to the City’s southern border.

As part of the project, Narbonne Avenue will be restriped to incorporate the City Council’s recommendation discussed on July 18, 2023, aligning it with the configuration north of Pacific Coast Highway (PCH), which includes one driving lane in each direction, a center turn lane, and bicycle lanes on both sides
The Narbonne South Water Main Replacement and Street Reconstruction Project design was completed in April 2025. On July 1, 2025, City Council authorized staff to advertise for construction bids for the Narbonne South Water Main Replacement and Street Reconstruction Project.

DISCUSSION
On July 31, 2025, City of Lomita advertised a Notice Inviting Bids (NIB) for construction services. On September 2, 2025, the City Clerk received 7 sealed bids. The proposals were evaluated based on the established criteria identified in the NIB including compliance with the NIB requirements, proposal quality, project understanding, approach, methodology including responsiveness and flexibility, experience of assigned staff, similar project experience, schedule efficiency, and references. Staff determined that the proposal from All American Asphalt was the lowest, responsive and most qualified.

All American Asphalt has a strong track record in managing water system and street improvement projects and brings extensive experience to the Narbonne South Water Main Replacement and Street Reconstruction Project. The company has successfully delivered construction services for water main replacement projects similar in scope in the bay area to those undertaken by the City of Lomita
Staff recommends that the City Council approve a Construction Services Agreement with All American Asphalt for the Narbonne South Water Main Replacement and Street Reconstruction Project. The agreement totals $1,979,394, with an additional 15% contingency of $296,909.10, for a total contract amount not to exceed $2,276,303.

Tuesday, October 07, 2025 Reg CC MTG, Page *36
3 FISCAL IMPACT
The Construction Services Agreement is planned to be funded as follows in the FY 2025- 2026 Budget:

FUND AMOUNT
Water Capital Fund (Fund 520) (City’s
20% Match for EPA)
$203,770.00
Environmental Protection Agency $815,078.00
State Water Resources Control Board $300,000.00
Gas Tax Fund (Fund 205) $457,455.10
Measure M Fund (Fund 209) $500,000.00
TOTAL $2,276,303.10
The total construction budget with All American Asphalt is $2,276,303.10, which includes a base contract of $1,979,394.00 and a 15% contingency of $296,909.10. Funding is provided by the U.S. Environmental Protection Agency (EPA), State Water Resources Control Board, Gas Tax Fund, Measure M Fund, and Water Fund. The City will be reimbursed $1,115,078.00 by the EPA and State Water Resources Control Board.

To cover costs for the Narbonne South Water Main Replacement, an additional appropriation of $538,000 is required from the Water Capital Fund.

VISION, MISSION, VALUES, AND STRATEGIC OUTCOMES
The City’s Vision, Mission, and Values set the standard for the organization, establish priorities, uniformity and guidelines; and provide the framework for policy decision making. The Strategic Outcomes were implemented to provide a pathway to achieving the City’s Vision. This item aligns with Strategic Outcome No. 5: City Infrastructure & Water Utility – Investing in reliable, sustainable infrastructure.

OPTIONS

1. Approve recommended action.

2. Provide alternative direction.

ATTACHMENTS

1. Construction Services Agreement
Prepared by: Approved by:
.
__________________________
Andres Gonzalez Andrew Vialpando
Public Works Director City Manager
Tuesday, October 07, 2025 Reg CC MTG, Page *37

CITY OF LOMITA

PUBLIC WORKS AGREEMENT
This Public Works Agreement (“Agreement”) is made and entered into as of the date executed by the City Manager and attested to by the City Clerk, by and between ALL AMERICAN ASPHALT (hereinafter referred to as "CONTRACTOR") and the City of Lomita, California, a municipal corporation (hereinafter referred to as "CITY").

R E C I T A L S
A. Pursuant to the Notice Inviting Sealed Bids for NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION PROJECT, bids were received, publicly opened, and declared on the date specified in the notice.

B. On Tuesday, October 7, 2025, Lomita’s City Council declared CONTRACTOR to be the lowest responsible bidder and accepted the bid of CONTRACTOR.

C. The City Council has authorized the City Manager to execute a written contract with CONTRACTOR for furnishing labor, equipment and material for the

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET
RECONSTRUCTION PROJECT in the City of Lomita.

NOW, THEREFORE, in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the Narbonne South Water Main Replacement and Street Reconstruction Project in the City of Lomita. The work shall be performed in accordance with the Plans and Specifications dated March 2025 (the “Specifications” attached as Exhibit A) and in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal (attached as Exhibit B) and in accordance with the instructions of the City Engineer.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project, a complete set of which is on file with the Lomita City Clerk’s Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Builders General Provisions, Standard Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this Agreement and all required bonds, 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 insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This ATTACHMENT 1
Tuesday, October 07, 2025 Reg CC MTG, Page *38

contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this Agreement, the Builders General Provisions and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete agreement between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said 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.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within 100 working days from the date of the notice to proceed. By signing this Agreement, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In accordance with Government Code Section 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $1,000.00 per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES:

A. Pursuant to Labor Code § 1720, and as specified in 8 California Code of Regulations § 16000, CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR’s responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

B. In accordance with Labor Code § 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY’s Engineering Division or the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the prevailing rate of per diem wages at the job site.

Tuesday, October 07, 2025 Reg CC MTG, Page *39

C. CITY directs CONTRACTOR’s attention to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

D. Labor Code § 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:
(1) When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or
(2) When the number of apprentices in training in the area exceeds a ratio of one to five, or
(3) When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or
(4) When CONTRACTOR provides evidence that CONTRACTOR
employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. (5) CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. (6) CONTRACTOR and any subcontractor must comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices. (7) Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

E. CONTRACTOR and its subcontractors must keep an accurate certified payroll records showing the name, occupation, and the actual per diem Tuesday, October 07, 2025 Reg CC MTG, Page *40

wages paid to each worker employed in connection with this Agreement.

The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by CITY, CONTRACTOR must provide copies of the records at its cost.

6. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and CONTRACTOR and any subcontractor under it shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.

CONTRACTOR shall forfeit, as a penalty to CITY, twenty-five dollars ($25.00) for each laborer, workman or mechanic employed in the execution of the contract, by him or any subcontractor under it, upon any of the work hereinbefore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in violation of the Labor Code.

7. TRAVEL AND SUBSISTENCE PAY: CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this Agreement as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

8. CONTRACTOR'S LIABILITY: The City of Lomita and its officers, agents and employees ("Indemnitees") shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

CONTRACTOR will indemnify Indemnitees against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of any Indemnitee. In connection therewith:
a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay Tuesday, October 07, 2025 Reg CC MTG, Page *41

all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.
b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work, operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom.
c. In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.

CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by CITY may be retained by CITY until disposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this Agreement or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising our of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of Tuesday, October 07, 2025 Reg CC MTG, Page *42

any prior, concurrent, or subsequent passive negligence by the Indemnitees.

9. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this Agreement. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.

10. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake selfinsurance 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.

11. INSURANCE: With respect to performance of work under this contract, CONTRACTOR shall maintain and shall require all of its subcontractors to maintain insurance as required in the Builders General Provisions.

12. ASSIGNMENT: This Agreement is not assignable nor the performance of neither 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.

13. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY 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 CITY.

14. 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 contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established Tuesday, October 07, 2025 Reg CC MTG, Page *43

in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession.

CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession. CONTRACTOR shall maintain a City of Lomita business license, if required under CITY ordinance.

16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for three years after the expiration of this Agreement. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.

17. SEVERABILITY. If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Agreement will continue in full force and effect provided that it does not frustrate the mutual intent of the parties herein.

18. WHOLE 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, statements, 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.

19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. CITY’s City Manager may execute any such amendment on CITY’s behalf.

20. NOTICES: All notices permitted or required under this Agreement shall be in writing, and shall be deemed made when delivered to the applicable party’s representative as provided in this Agreement. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.

Tuesday, October 07, 2025 Reg CC MTG, Page *44

Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.

CITY OF LOMITA, CA
24300 NARBONNE AVENUE, LOMITA, CA 90717
310-325-7110
Attention: Andrew Vialpando, City Manager
CONTRACTOR:

ALL AMERICAN ASPHALT
400 EAST SIXTH STREET, CORONA, CA 92879
951-736-7600
Attention: Edward J. Carlson, Vice President
Tuesday, October 07, 2025 Reg CC MTG, Page *45

21. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the contract documents and Public Contracts Code §§ 10240- 10240.13.

22. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons in the work contemplated by this Agreement because of race, religion, color, medical condition, sex, sexual orientation, national origin, political affiliation or opinion, or pregnancy or pregnancy-related condition. A violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

23. NO THIRD PARTY BENEFICIARY. This Agreement and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor’s or the City’s obligations under this Contract.

24. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents.

25. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission, scanned and delivered via electronic mail, or delivered using digital signature technology approved by CITY. Such facsimile or electronic signatures will be treated in all respects as having the same effect as an original signature.

26. GOVERNING LAW: This Agreement shall be governed by the laws of the State of California, and exclusive venue for any action involving this Agreement will be in Los Angeles County.

27. TERMINATION FOR CAUSE & CONVENIENCE: CITY has the right to terminate this Agreement for convenience upon ten (10) calendar days’ written notice to CONTRACTOR. In the event of a failure by CONTRACTOR to satisfactorily perform the services specified herein and/or a default by CONTRACTOR in abiding by the other terms and conditions of this Agreement, CITY may terminate the Agreement for cause upon thirty (30) days written notice to CONTRACTOR and CONTRACTOR shall be liable for all damages, costs, and expenses (including attorney fees) incurred by CITY related to this default.

Such termination is in addition to and not in lieu of any other remedies that CITY may have in law or equity. In the event of termination under this section, either for convenience or cause, CONTRACTOR shall cease services as of the date of termination and CONTRACTOR shall furnish all finished or unfinished documents, data, and other materials prepared by CONTRACTOR under this Agreement. Any documents, data, and other materials received upon termination shall, at CITY’s option, become CITY’s property. CONTRACTOR will receive just and equitable compensation for any work satisfactorily completed up to the effective date of termination.

28. EQUAL EMPLOYMENT OPPORTUNITY: During the performance of this Agreement, CONTRACTOR agrees as follows:

Tuesday, October 07, 2025 Reg CC MTG, Page *46

a. CONTRACTOR will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. 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 that shall be free from discrimination shall include, but not be limited to the following:

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.

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.
b. CONTRACTOR will, in all solicitations or advertisements for applicants for employment placed by or on behalf of 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.
c. 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 CONTRACTOR, or is consistent with CONTRACTOR’s legal duty to furnish information.
d. CONTRACTOR will send to each labor union or representative of workers with which CONTRACTOR has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of CONTRACTOR’s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
e. 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.
f. 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 CONTRACTOR’s books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.

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g. In the event of CONTRACTOR's noncompliance with the
nondiscrimination clauses of this Agreement or with any of the said rules, regulations, or orders, this Agreement may be canceled, terminated, or suspended in whole or in part and 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.
h. CONTRACTOR will include the portion of the sentence immediately preceding paragraph (a) and the provisions of paragraphs (a) through (h) in every subcontract or purchase order unless otherwise exempted, so that such provisions will be binding upon each subcontractor or vendor.

CONTRACTOR will take such action with respect to any subcontract or purchase order as the CITY may direct as a means of enforcing such provisions, including sanctions for noncompliance:

Provided, however, that in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.

CITY further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided, that the above equal opportunity clause is not applicable to any agency, instrumentality or subdivision of CITY which does not participate in work on or under the contract.

CITY agrees that it will assist and cooperate actively with the administering agency and the Secretary of Labor in obtaining the compliance of CONTRACTOR and subcontractors with the equal opportunity clause and the rules, regulations, and relevant orders of the Secretary of Labor, that it will furnish the administering agency and the Secretary of Labor such information as they may require for the supervision of such compliance, and that it will otherwise assist the administering agency in the discharge of the agency's primary responsibility for securing compliance.

CITY further agrees that it will refrain from entering into any contract or contract modification subject to Executive Order 11246 of September 24, 1965, with a contractor debarred from, or who has not demonstrated eligibility for, Government contracts and federally assisted construction contracts pursuant to the Executive Order and will carry out such sanctions and penalties for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part II, Subpart D of the Executive Order. In addition, CITY agrees that if it fails Tuesday, October 07, 2025 Reg CC MTG, Page *48

or refuses to comply with these undertakings, the administering agency may take any or all of the following actions: Cancel, terminate, or suspend in whole or in part this grant (contract, loan, insurance, guarantee); refrain from extending any further assistance to CITY under the program with respect to which the failure or refund occurred until satisfactory assurance of future compliance has been received from CITY; and refer the case to the Department of Justice for appropriate legal proceedings.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement with all the formalities required by law on the respective dates set forth opposite their signatures.

State of California
CONTRACTOR’S License No.

CONTRACTOR
By:

DATE TITLE
CONTRACTOR’S Business Phone
Emergency Phone at which CONTRACTOR can be reached at any time:

Tuesday, October 07, 2025 Reg CC MTG, Page *49

CITY OF LOMITA, CALIFORNIA
By:

DATE Andrew Vialpando, CITY MANAGER
ATTEST:

By:

DATE Kathleen Horn Gregory, CITY CLERK

APPROVED AS TO
FORM:

By:

DATE CITY ATTORNEY
Tuesday, October 07, 2025 Reg CC MTG, Page *50

CITY OF LOMITA
24300 Narbonne Avenue
Lomita, CA 90717

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

NARBONNE SOUTH

WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION

PROJECT

BID OPENING
TUESDAY, SEPTEMBER 2, 2025
1:00 PM

EXHIBIT A
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i

TABLE OF CONTENTS

SECTION A-NOTICE INVITING BIDS (A)
NOTICE INVITING BIDS..……………………………………………………... A-2

SECTION B-INSTRUCTIONS TO BIDDERS (B)
I. QUALIFICATION OF BIDDERS ……..……………………………..…….. B-2
II. BIDDER’S RESPONSIBILITY …………………………………………. B-3
III. ADDENDA TO CONTRACT DOCUMENT ……...……………………... B-3
IV. PREPARATION OF THE BID ……………..……………………………. B-4
V. BID BOND ………………………………………………………………….. B-5
VI. NON-RESPONSIVE BIDS AND REJECTION ……...…………………. B-5 VII. AWARD OF CONTRACT …………………………………………………. B-5
VIII. EXECUTION OF CONTRACT ……………………………………………. B-6
IX. APPRENTICESHIP EMPLOYMENT STANDARDS …………………. B-6
X. PERMIT, LICENSE AND PUBLIC WORKS AGREEMENT ………..... B-6 XI. INSURANCE ……………………………………………………………… B-6
XII. PRE-BID INQUIRIES ……………………………………………………… B-6
XIII. LABOR CODE – SB 854 …………………………………………………. B-6
XIV. PREVAILING WAGE ……………………………………………………. B-7
XV. CONFORMANCE WITH CITY OF LOMITA NOISE ORDINANCE …. B-7 XVI. NOTIFICATION OF RESIDENTS OF START OF WORK…………….. B-7 XVII. COMPLIANCE WITH LOBBYING CERTIFICATION…….……………..B-7 XVIII. CARB OFF-ROAD FLEET COMPLIANCE……………………………. B-7
XIX. NPDES PERMIT…………………………………….……………………. B-8
XX. DISADVANTAGED BUSINESS ENTERPRISES……………………. B-8

SECTION C - BID DOCUMENTS
BIDDERS PROPOSAL …………………………………………………….…… C-2
CONTRACTOR’S AFFIDAVIT ……………………………………………….… C-6
BID BOND (10%) ………………………………….……………………………. C-8
LIST OF SUBCONTRACTORS ……………………………………………….. C-9
CONSTRUCTION PROJECT REFERENCES………………………….……. C-10
VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS ……..……….…... C-11 DISQUALIFICATION OR DEBARMENT …………………………..…….…... C-12
SECTION D – DOCUMENTS TO BE COMPLETED AND DELIVERED TO CITY

AFTER AWARD OF CONTRACT
PUBLIC WORKS AGREEMENT ................................................................. D-2 CONSTRUCTION OR SERVICE CONTRACT ENDORSEMENT .............. D-12 PERFORMANCE BOND ............................................................................. D-14 LABOR AND MATERIAL BOND ……………………………………........ ...... D-16 WORKERS' COMPENSATION INSURANCE CERTIFICATION..................D-19 SECTION E – SPECIAL PROVISIONS

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *52
ii

LIST OF APPENDICES

APPENDIX I

CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING SUMMARY

APPENDIX II

CITY OF LOMITA STANDARD PLANS

APPENDIX III

LOS ANGELES COUNTY SANITATION DISTRICTS SEWER MANHOLE ADJUSTMENT

PROCEDURES

APPENDIX IV

BUILD AMERICA, BUY AMERICA REQUIREMENTS

APPENDIX V

CITY OF LOMITA QUALITY ASSURANCE PROGRAM

APPENDIX VI

CERTIFICATION REGARDING LOBBYING

APPENDIX VII

CALTRANS CONSTRUCTION SITE BMP FIELD MANUAL

APPENDIX VIII

CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD GUIDELINES

APPENDIX IX

CHEVRON ENROACHMENT REQUIREMENTS

APPENDIX X

PHASING PLAN NEAR SHERIFF STATION

APPENDIX XI

CARB FLEET CERTIFICATION

APPENDIX XII
NPDES 2022 CONSTRUCTION STORMWATER GENERAL PERMIT

APPENDIX XIII

STATE WATER BOARD REQUIREMENTS

APPENDIX XIV

DISADVANTAGED BUSINESS ENTERPRISES

APPENDIX XV

MIGRATORY BIRD TREATY ACT (MBTA), HEALTH AND SAFETY CODE, AND

ARCHAEOLOGICAL REQUIREMENTS

APPENDIX XVI

ADDITIONAL EPA GUIDELINES

EXHIBIT A
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A-1

SECTION A

NOTICE INVITING BIDS

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *54
A-2

CITY OF LOMITA, CALIFORNIA

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Lomita, County of Los Angeles, California (hereinafter “City”) will receive sealed bids at the Office of the City Clerk, City Hall, 24300 Narbonne Avenue, Lomita, CA 90717, by 1:00 PM on Tuesday, September 2, 2025 at which time all bids will be publicly opened and read in the City Council Chamber at the above address for:

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT
This project consists of replacement water main installation and associated work and pavement rehabilitation. The work to be done, in general, consists of furnishing all material, tools, equipment, and incidentals to install new water main, appurtenances, connections, fire hydrants, and fire protection vaults; abandon existing water main appurtenances and connections; remove fire hydrants; construct asphalt concrete pavement and Portland cement concrete pavement (minor amount), and striping; and adjust surface utility boxes, frames, and covers to grade.

The Contractor shall perform all work required for such construction in accordance with the Contract Documents and subject to the terms and conditions of the Contract, complete and ready for use.

The Bidder should take note that this project is partially being funded with EPA and State Water board grant funds. Project is contingent upon EPA approval which is expected on September 2nd , 2025. Bidder should review and follow all EPA guidelines including those in Appendix XVI – Additional EPA Guidelines, and bid accordingly.

Each bid must be submitted in writing on a bid proposal furnished by the City. Bids must conform and be responsive to all contract documents. All bids must be sealed and must be plainly marked in the lower left-hand corner “NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION PROJECT”.

Plans and Specifications may be downloaded and printed from the City’s website at no charge at: https://lomitacity.com/current-bids-rfps/ Prospective bidders who only view and/or print the Plans and Specifications from the City’s website will not automatically be added to the City’s Plan Holder list for this project unless they send an email to [email protected], and copy [email protected] and provide the firm’s name, address, telephone and contact person with a valid email address. This will ensure that the prospective bidder is

EXHIBIT A
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A-3
listed as a “Plan Holder” and will be informed of any addenda and all information issued subsequent to obtaining the official form of proposal.

Addenda will be posted on the City website, but it shall be the bidder’s responsibility to inquire for any addenda/updates to this Notice Inviting Bid prior to submitting their bid.

Each proposal must be accompanied by a cash deposit, a certified or cashier's check, or a bidder's bond, made payable to the City of Lomita, in an amount not less than 10 percent of the total bid submitted.

The successful bidder will be required to furnish a faithful performance bond in the amount of 100 percent of the contract price, and a payment bond in the amount of 100 percent of the contract price, both in a form satisfactory to the City Attorney. The successful bidder will also be required to pay the State of California prevailing wage scale as determined by the Department of Industrial Relations, available at https://www.dir.ca.gov/Public-Works/PublicWorks.html.

The City reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received. The award, if made, will be made to the lowest responsible bidder. Plans and Specifications will be available for review at City Hall.

The contractor shall possess a valid State of California Contractors License, Class A.

All work shall be completed within 100 working days from the date of the Notice to Proceed (NTP).

A Mandatory Pre-Bid Meeting will be held in front of the Lomita Sheriff Station on Tuesday, August 12, 2025, from 9:00 AM to 10:00 AM. The address of the project site is 26123 Narbonne Ave., Lomita, CA 90717. All questions regarding this bid must be submitted in writing on or before 1:00 PM on Monday, August 18, 2025, to [email protected] and Copy [email protected].

Published in Daily Breeze on July 31st, 2025
Kathleen Horn Gregory, CMC
City Clerk

EXHIBIT A
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B-1

SECTION B

INSTRUCTIONS TO BIDDERS

EXHIBIT A
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B-2

INSTRUCTIONS TO BIDDERS
I. QUALIFICATION OF BIDDERS

1. Competency of Bidders
The Bidder shall be thoroughly competent and capable of satisfactorily performing the Work covered by the Bid. As specified in the Bid Documents, the Bidder shall furnish statements of previous experience on similar work. When requested, the Bidder shall also furnish the plan of procedure proposed; the organization, machinery, plant and other equipment available for the Work; evidence of its financial condition and resources; and any other such documentation as may be required by the City to determine if the Bidder is responsible.

2. Contractor’s License
At the time of submitting the Bid, the Bidder shall be licensed as a contractor in accordance with the provisions of Chapter 9, Division 3, of the California Business and Professions Code. The required prime contractor license for this project is a Class A Contractor’s license. However, the City reserves the right to award the Contract to a contractor with another class if the City determines that the license is proper for the work.

3. Contractor Registration Requirements
SB 854 amended the Labor Code to require all contractors bidding on public work to register with the Department of Industrial Relations (DIR) and to pay an annual fee. The registration requires contractors to provide the State with evidence of the contractors’ compliance with a number of statutory requirements. The registration requirement took effect on July 1, 2014.

4. Bidder’s Submittal and Contract Award Prohibited
Under California Labor Code section 1771.1, as amended by SB 854, unless registered with the DIR, a contractor may not bid, nor be listed as a subcontractor, for any bid proposal submitted for public work on or after March 1, 2015. Similarly, a public entity cannot award a public work contract to a non-registered contractor, effective April 1, 2015. Also refer to Section 5-3.1 of the Special Provisions.

5. Bidder Qualifications
Bidder Qualifications called for to be submitted at the time of bid include, but are not necessarily limited to:

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *58
B-3
a. The Contractor shall have been in business under the same name and California Contractor’s License for a minimum of 10 continuous years prior to the bid opening date for this project. The license used to satisfy this requirement shall be of the same type as required by the contract. b. The Contractor shall provide a minimum of 3 references for the construction of similar projects which have been successfully completed in the State of California with a construction cost of at least $2 million during the past 5 years.
c. The Contractor or the Subcontractor performing the construction of similar projects shall have a minimum of 10 years’ experience under the same name and California Contractor’s License.
d. The Contractor shall perform above 50% of the contract with its own forces. e. The Contractor shall apply for a City of Lomita business license details of which can be found in the link below:
https://lomitaca.portal.opengov.com/categories/1091
II. BIDDER RESPONSIBILITY
A responsible Bidder is a Bidder who has demonstrated the attribute of trustworthiness, as well as ability, fitness, capacity and experience to satisfactorily perform the work.

Bidders are notified that, in accordance with the Lomita Municipal Code, the City Council may determine whether the Bidder is responsible based on a review of the Bidder’s performance on other contracts.

If, based on the provisions and criteria set forth in the Lomita Municipal Code, the Public Works Director proposes not to recommend the award of contract to the apparent low bidder, the Director shall notify the Bidder in writing of its intention to recommend to the City Council that the Council award the contract to the 2nd lowest responsible bidder. If the Bidder presents evidence in rebuttal to the recommendation, the Director shall evaluate the merits of such evidence, and based on that evaluation, make a recommendation to the City Council.

In addition, due to funding considerations, the State Water Board must approve of the selection prior to the award of the contract.

EXHIBIT A
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B-4

ADDENDA TO THE CONTRACT DOCUMENTS
The City may issue Addenda to the Contract Documents during the period of advertising for any reason. The Bidder shall acknowledge the receipt of the Addenda in their Bid. Failure of the Bidder to do so may result in the rejection of the Bid as non-responsive.

Addenda will be posted on the City website, but it shall be the bidder’s responsibility to inquire for any addenda/updates to this Notice Inviting Bid prior to submitting their bid.

IV. PREPARATION OF THE BID

1. Examination of Site, Plans and Specifications
Prior to submitting a Bid, the Bidder shall examine the Plans and the Work site, carefully read the Specifications, and satisfy itself that it has the abilities and resources to complete the Work. The Bidder agrees that if it is awarded the Contract, no claim will be made against the City based on ignorance or misunderstanding of the provisions of the Contract Documents, the nature and amount of the work, and the physical and climatic conditions of the work site.

The Contractor shall have included in the contract price a sufficient sum to cover all items, including labor, materials, tools, equipment and incidentals, that are implied or required for the complete improvements as contemplated by the drawings, specifications, and other contract documents.

2. Estimated Quantities
The quantities shown in the Bid are approximate only. The Contractor will be paid for the actual quantities of work based on field measurements as provided for in these Specifications. The City reserves the right to increase or decrease the amount of any item or portion of work to be performed or materials furnished, or to delete any item, in accordance with the Specifications. Additionally, SSPWC 2024 Sections 7-3.5.1, .2 and .3 shall apply.

3. Bid Instructions and Submissions
The Bid shall be submitted on the Bid Proposal forms included with the Specifications. All Bid Documents must be completed, executed and submitted with the Bid by the Bidder.

Required seven (7) Bid Proposal Documents:

EXHIBIT A
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B-5
1) Bidder’s Proposal
2) Contractor’s Affidavit
3) Bid Bond (10%)
4) List of Subcontractors
5) Construction Project References
6) Violations of Federal or State Law
7) Disqualification or Debarment
All prices submitted will be considered as including any and all sales or use taxes. The Bid Proposal must be completed in ink or in typewritten form.

The bid sum and all bid amounts on the form must be stated in words and numerals; in case of a conflict, words will take precedence.

In the case of discrepancy between unit bid price and total bid, the unit price shall prevail.

V. BID BOND
Each bid shall be accompanied by Bidder’s Security in an amount equal to ten (10) percent of the bid amount, which security shall be lawful money of the United States of America and in one of the following forms: (i) cashier’s check made payable to the City of Lomita, (ii) certified check made payable to the City of Lomita, or (iii) bid bond executed by an admitted surety insurer and made payable to the City of Lomita. City Bid Bond form must be used.

VI. NON-RESPONSIVE BIDS AND BID REJECTION

1. A Bid in which any of the required seven (7) Bid proposal documents are not completed, executed and submitted may be considered non-responsive and be rejected.

2. A Bid in which the Contract Unit Prices are unbalanced, which is incomplete, or which shows alteration of form or irregularities of any kind, or which contains any additions or conditional or alternate Bids that are not called for, may be considered non-responsive and be rejected.

VII. AWARD OF CONTRACT
In accordance with the Lomita Municipal Code, the City Council reserves the right to reject any and all bids received, to take all bids under advisement for a period not-to-exceed ninety (90) days after date of opening thereof, to waive any informality or irregularity in the Bid, and to be the sole judge of the merits of material included in the respective bids received.

EXHIBIT A
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B-6
VIII. EXECUTION OF CONTRACT
After the Contract is awarded, the awardee shall execute the following eight (8) documents:
1) Contract – Public Works Agreement
2) Construction or Service Contract Endorsement
3) Performance Bond (100% of Bid price)
4) Labor and Material Bond (100% of Bid price)
5) Workers’ Compensation Insurance Certificate
6) Verification of Insurance Coverage (Certificates and Endorsements) 7) Construction Permit Application Form
8) Business License Application Form
IX. APPRENTICESHIP EMPLOYMENT STANDARDS
The Contractor is directed to the provisions in Sections 1776, 1777.5 and 1777.6 of the California Labor Code concerning the employment of apprentices by the contractor or any subcontractor under them.

X. PERMITS, LICENSES AND PUBLIC WORKS AGREEMENT
The Contractor shall procure and execute all permits, licenses, pay all charges and fees, and give all notices necessary and incidental to the completion of the Work. The Contractor shall execute a Public Works Agreement. A no fee Excavation Permit will be issued by the City of Lomita for this project. The Contractor shall obtain a City of Lomita Business License.

XI. INSURANCE
The Contractor shall maintain Automobile Liability, General Liability and Workers’ Compensation Insurance as specified in the Public Works Agreement included in these contract documents.

XII. PRE-BID INQUIRIES
A Bidder with a Pre-Bid Inquiry must e-mail their question(s) in writing on or before 1:00 PM on Monday, August 18, 2025 via email at
[email protected] and copy [email protected]. Questions received after this date may not be considered.

XIII. LABOR CODE – SB 854
The bidder shall be registered with the Department of Industrial Relations (DIR) in accordance with the provisions of Section 1771.1 of the California Labor Code, as amended by SB 854. No contractor or subcontractor may be awarded a contract

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for public works on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

XIV. PREVAILING WAGE
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/DLSR/PWD
XV. CONFORMANCE WITH CITY OF LOMITA NOISE ORDINANCE
The contractor shall abide by the noise regulations outlined in the City of Lomita Municipal Code (LMC). Section 4-4.04 of the LMC makes it unlawful to produce a noise within a residential area that exceeds 65 dBA in the daytime (7:00 AM to 9:00 PM) or 55 dB in the nighttime (9:00 PM – 7:00 AM).

XVI. NOTIFICATION OF RESIDENTS OF START OF WORK

At least 5 business days before the start of work, the Contractor shall post written notifications at the doors of all households and apartments affected by the construction activities. Contractor to facilitate access for residents at all times.

XVII. COMPLIANCE WITH LOBBYING CERTIFICATION

The Contractor along with all associated subcontractors shall comply with the Lobbying Certification attached in Appendix VI.

XVIII. CARB OFF-ROAD FLEET COMPLIANCE
The Contractor along with all associated subcontractors shall comply with the California Air Resources Board’s (CARB) policies, rules and regulations and be familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 as attached in Appendix XI.

Additionally, the contractor shall submit their CARB certification along with their bid.

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XIX. NPDES PERMIT

The Contractor along with all associated subcontractors shall comply with the National Pollutant Discharge Elimination System 2022 Construction Stormwater General Permit attached in Appendix XII.

XX. STATE WATER BOARD REQUIREMENTS

This project is partially funded by the California State Water Board. The Contractor along with all associated subcontractors shall comply with the State Water Board Requirements attached in Appendix XIII.

XXI. DISADVANTAGED BUSINESS ENTERPRISES REQUIREMENTS

The Contractor along with all associated subcontractors shall comply with the Disadvantaged Business Enterprises Requirements attached in Appendix XIV.

XXI. MIGRATORY BIRD TREATY ACT (MBTA), HEALTH AND SAFETY CODE, AND

ARCHAEOLOGICAL REQUIREMENTS

The Contractor along with all associated subcontractors shall comply with the Migratory Bird Treaty Act, California Health and Safety Code, and Archaeological Requirements attached in Appendix XV.

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SECTION C

BID DOCUMENTS
(TO BE SUBMITTED WITH BID PACKAGE)

EXHIBIT A
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BIDDER’S PROPOSAL

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT
Company: _____________________________________________________ Honorable Mayor and Members
of the Lomita City Council
Lomita, California
In accordance with the Notice Inviting Bids pertaining to the receiving of sealed proposals by the City Clerk of the City of Lomita for the above titled improvement, the undersigned hereby proposes to furnish all Work to be performed in accordance with the Plans, Specifications, Standard Drawings, and the Contract Documents, for the unit price or lump sum set forth in the following schedule.

The undersigned hereby acknowledges that he/she has examined the copies of the plans, specifications and all Contract Documents for this project and is fully aware of scope of the work.

The undersigned also acknowledges that he/she has examined the project site and locality where the work is to be performed and the legal requirements and conditions affecting the cost, progress and performance of the work in strict accordance with the Contract Documents.

The undersigned also acknowledges that timely completion o f t h e p r o j e c t is important to the City. Therefore, time being of the essence, he/she proposes that the work will be commenced and will be completed within the time specified in the Notice Inviting Bids.

Specification or Items not indicated on Bid Form: The Contractor is to accommodate those portions of the work required by the specifications or contract documents, whose method of payment is not included in other bid items elsewhere.

In addition, bid items costs associated with bonds, insurance, traffic control, labor, equipment, materials, overhead, profits, any and all other indirect costs shall be considered full compensation for each bid item.

All work shall be completed within 100 working days from the date the notice to proceed is issued by the Engineer.

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PROJECT BID SCHEDULE
Bid
Item
No.

Item Description Qty. Unit Unit
Price Total Bid
1 Mobilization and Demobilization 1 LS $ $
2 Construction Survey and
Monumentation 1 LS $ $
3 Traffic Control, CalTrans
Encroachment Permit & Rolling Hills
Estate Encroachment Permit
1 LS $ $
4 Water Pollution Control, Construction
Site BMPs, and Preparation of
SWPPP
1 LS $ $
5 Cold Mill Existing Pavement 4.5” 96,260 SF $ $
6 Construct Asphalt Concrete 3,490 TON $ $
7 Adjust Sewer Manhole Frame and
Cover to Grade 13 EA $ $
8 Adjust Water Valve Box and Cover to
Grade 19 EA $ $
9 Adjust Gas Box and Cover to Grade 2 EA $ $
10 Electrical (SCE) Manhole/Vault Frame
and Cover to be Adjusted to Grade by
Others
9 EA $ $
11 Remove Existing Striping, Markings,
Legends, Reflectors, Raised
Pavement Markers, and Curb Paint
1 LS $ $
12 Furnish and Install Striping,
Markings, Reflectors, and Raised
Pavement Markers
1 LS $ $
13 Remove Conflicting Sign Panel 2 EA $ $
14 Install Roadside Sign and Post 10 EA $ $

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15 Install Traffic Loops Type “E” per
Plans 6 EA $ $
16 Water Pipe 8” PVC 1,592 LF $ $
17 8” Gate Valve 4 EA $ $
18 10” Gate Valve 1 EA $ $
19 12” Gate Valve 1 EA $ $
20 Fire Hydrant Assembly 2 EA $ $
21 Air and Vacuum Release Valve
Assembly 1 EA $ $
22 Connection to Existing System – 6” &
Larger 2 EA $ $
23 Copper Water Service – 2” or less 33 EA $ $
24 Field Verification of Service
Lines/Connections 4 EA $ $
25 Fire Protection Vault 2 EA $ $
26 Reconnect DI Water Service – Larger
than 2” 2 EA $ $
27 Sand Pipe Bedding 326 CY $ $
28 Aggregate Base Backfill – Class 2 703 CY $ $
29 Water Pipe Concrete Shock Pad 43 LF $ $
30 Abandon Existing Valves and Water
Main 1 LS $ $
31 Excavation Safety Measures 1 LS $ $
32 Soil Sampling if hazardous Soil is
Encountered (As Needed Only) 10 EA $ $

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33 NBR Gaskets if Hazardous Soil is
Encountered (As Needed Only) 140 EA $ $
34 Excavation, Haul Away and Disposal
of Hazardous Soil if Encountered (As
Needed Only)
1,100 CY $ $
35 Import, place and compact crushed
miscellaneous base if hazardous soil
is encountered (As Needed Only)
1,100 CY $ $
TOTAL BID (Items 1 through 31, excluding 32 to 35) $
TOTAL BID (Bid Items 1 through 31):
(Figures)
(Words)
*BID MAY BE REJECTED IF TOTAL IS NOT SHOWN IN FIGURES AND WORDS.

The undersigned furthermore agrees to enter into and execute a contract, with necessary bonds, at the unit prices set forth herein and in case of default in executing such contract, with necessary bonds, the check or bond accompanying this bid and the money payable thereon shall be forfeited thereby to and remain the property of the City of Lomita.

The above unit prices include all work appurtenant to the various items as outlined in the Specifications and all work or expense required for the satisfactory completion of said items. In case of discrepancies between unit prices and totals, the unit prices shall govern.

The undersigned declares that it has carefully examined the Plans, Specifications, and Contract Documents, and has investigated the site of the work and is familiar with the conditions thereon.

Contractor: ______________________________
Date: _______________________ By:

Contractor’s State License No.: ___________Class______ Exp. Date:

Contractor’s Address: _________________________________________________ Phone: _______________________

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CONTRACTOR'S AFFIDAVIT
STATE OF CALIFORNIA }
}
COUNTY OF _____________ }
___________________________________________________, being first duly sworn, deposes and says:

1. That he is the ____________________________________________________ Title
of
(Name of Partnership, Corporation, or Sole Proprietorship) hereinafter called "Contractor," who has submitted to the City of Lomita a proposal for:

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT

2. That said proposal is genuine; that the same is not a sham; that all statement of facts therein are true;

3. That such proposal was not made in the interest or behalf of any person, partnership, company, association, organization or corporation not named or disclosed;

4. That the Contractor did not, directly or indirectly, induce, solicit or agree with anyone else to submit a false or sham bid, to refrain from bidding, or to withdraw the bid, to raise or fix the bid price of the Contractor or anyone else, or to raise or fix any overhead, profit or cost element of the Contractor's price or the price of anyone else; and did not attempt to induce action prejudicial to the interest of the City of Lomita, or of any other bidder, or anyone else interested in the proposed contract;

5. That the Contractor has not in any manner sought by collusion to secure for itself an advantage over any other bidder or to induce action prejudicial to the interests of the City of Lomita, or of any other bidder or of anyone else interested in the proposed contract;

6. That the Contractor has not accepted any bid from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the Contractor from considering any bid from any subcontractor or materialman, which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository;

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7. That the Contractor did not, directly or indirectly, submit the Contractor's bid price or any breakdown thereof, or the contents thereof, or divulge information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any individual or group of Individuals, except to the City of Lomita, or to any person or persons who have a partnership or other financial interest with said Contractor in its business.

Dated this _________ day of __________________________, 2025 Subscribed and Sworn to ________________________
Contractor
________________________
Title
before me this _________ day of _____________________, 2024. _________________________________
Notary Public in and for said
County and State.
(Seal)

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BID BOND (10%)
KNOW ALL MEN BY THESE PRESENTS: That we,
_________________________________
as principal, and
as sureties, are held and firmly bound unto the City of Lomita, State of California, in the penal sum of ________________________ dollars ($______________), for the payment whereof we hereby bind ourselves, our successors, heirs, executors or administrators jointly and severally, firmly by these presents.

The condition of this obligation is such that, whereas the above bounded principal is about to file with and submit to the City of Lomita a bid or proposal for the performance of certain work as required in the City of Lomita, said work being: NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION PROJECT in compliance with the Specifications therefor under an invitation of said City contained in a notice or advertisement for bids or proposals; now if the bid or proposal of the said principal shall be accepted and if the said work be thereupon awarded to the principal by said City and if the said principal shall enter into a contract with the said City in accordance with said bid or proposal, or if the bid or proposal of the said principal is rejected, then this bond shall be void and of no effect and otherwise in full force and effect.

WITNESS our hands this ______ day of _______________, 2024. ______________________________
Principal
______________________________
Surety/Attorney-in-Fact
______________________________
Signature
Name:

Local Address:

Phone No.:

Fax No.:

EXHIBIT A
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LIST OF SUBCONTRACTORS

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT
The Bidder is required to fill in the following blanks in accordance with the provisions of the Subletting and Subcontracting Fair Practices Act (Chapter 2 of Division 5, Title 1 of the Government Code of the State of California) and should familiarize itself with Section 3-3 of the Standard Specifications.

Name Under Which Subcontractor is Licensed: ________________________________

License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________

Name Under Which Subcontractor is Licensed: ________________________________

License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________

Name Under Which Subcontractor is Licensed: ________________________________

License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________

Name Under Which Subcontractor is Licensed: ________________________________

License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________

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Subcontractors listed in accordance with the provisions of Section 3-3 must be properly licensed under the laws of the State of California for the type of work which they are to perform. Do not list alternate subcontractors for the same work.

CONSTRUCTION PROJECT REFERENCE
(Work similar in magnitude and degree of difficulty completed by Contractor within the past five [5] years.)

1. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Email and Number.: _______________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $ _____________

2. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Email and Number.: _______________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $ _____________

3. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Email and Number: _______________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $ _____________

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VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS

1. Has your firm or its officers been assessed any penalties by an agency for noncompliance or violations of Federal, State or Local labor laws and/or business or licensing regulations within the past five (5) years relating to your construction projects?
Yes/No: ____________________ Federal / State: ________________________ If “yes,” identify and describe, (including agency and status):

Have the penalties been paid? Yes/No:

2. Does your firm or its officers have any ongoing investigations by any public agency regarding violations of the State Labor Code, California Business and Professions Code or State Licensing Laws?
Yes/No: ______ Code/Laws: ____________ Section/Article: _______________ If “yes”, identify and describe, (including agency and status):

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DISQUALIFICATION OR DEBARMENT
Has your firm, any officer of your firm, or any employee who has a proprietary interest in your firm ever been disqualified, removed, or otherwise prevented from bidding on, performing work on, or completing a federal, state or local project because of a violation of law or a safety regulation? Yes/No: _______________. If yes, provide the following information (if more than once, use separate sheets):

Date: _______________ Entity:

Location:

Reason:

Provide Status and any Supplemental Statement:

Has your firm been reinstated by this entity? Yes/No:

EXHIBIT A
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SECTION D

CONTRACT DOCUMENTS

TO BE SUBMITTED
WITHIN TWENTY ONE (21) CALENDAR DAYS

AFTER AWARD OF CONTRACT

EXHIBIT A
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D-2

CITY OF LOMITA

PUBLIC WORKS AGREEMENT

CITY OF LOMITA

PUBLIC WORKS AGREEMENT
This Public Works Agreement (“Agreement”) is made and entered into as of the date executed by the City Manager and attested to by the City Clerk, by and between (hereinafter referred to as "CONTRACTOR") and the City of Lomita, California, a municipal corporation (hereinafter referred to as "CITY").

R E C I T A L S
A. Pursuant to the Notice Inviting Sealed Bids for NARBONNE SOUTH

WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION
PROJECT, bids were received, publicly opened, and declared on the date specified in the notice.

B. On [date], Lomita’s City Council declared CONTRACTOR to be the lowest responsible bidder and accepted the bid of CONTRACTOR.

C. The City Council has authorized the City Manager to execute a written contract with CONTRACTOR for furnishing labor, equipment and material for the NARBONNE SOUTH WATER MAIN REPLACEMENT AND
STREET RECONSTRUCTION PROJECT in the City of Lomita.

NOW, THEREFOR, in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the Narbonne South Water Main Replacement and Street Reconstruction Project in the City of Lomita. The work shall be performed in accordance with the Plans and Specifications dated July 2024 (the “Specifications” attached as Exhibit A) and in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal (attached as Exhibit B) and in accordance with the instructions of the City Engineer.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project, a complete set of which is on file with the Lomita City Clerk’s Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Builders General Provisions, Standard

EXHIBIT A
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Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this Agreement and all required bonds, 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. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this Agreement, the Builders General Provisions and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete agreement between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said 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.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within 100 working days from the date of the notice to proceed. By signing this Agreement, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In accordance with Government Code Section 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $1,000.00 per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES: Pursuant to Labor Code § 1720, and as specified in 8 California Code of Regulations § 16000, CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR’s responsibility to interpret and implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

In accordance with Labor Code § 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY’s Engineering Division or the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the

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prevailing rate of per diem wages at the job site.

CITY directs CONTRACTOR’s attention to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

Labor Code § 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or
When the number of apprentices in training in the area exceeds a ratio of one to five, or
When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or When CONTRACTOR provides evidence that CONTRACTOR employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.

CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprentice able trade on such contracts and if other contractors on the public works site are making such contributions.

CONTRACTOR and any subcontractor must comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

CONTRACTOR and its subcontractors must keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with this Agreement. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by CITY, CONTRACTOR must provide copies of the records at its cost.

EXHIBIT A
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6. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and CONTRACTOR and any subcontractor under it shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.

CONTRACTOR shall forfeit, as a penalty to CITY, twenty-five dollars ($25.00) for each laborer, workman or mechanic employed in the execution of the contract, by him or any subcontractor under it, upon any of the work hereinbefore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in violation of the Labor Code.

7. TRAVEL AND SUBSISTENCE PAY: CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this Agreement as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

8. CONTRACTOR'S LIABILITY: The City of Lomita and its officers, agents and employees ("Indemnitees") shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the performance of the work. CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

CONTRACTOR will indemnify Indemnitees against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of any Indemnitee. In connection therewith:
a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.
b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with

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such work, operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom.
c. In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.

CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by CITY may be retained by CITY until disposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this Agreement or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising our of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.

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9. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this Agreement. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.

10. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

11. INSURANCE: With respect to performance of work under this contract, CONTRACTOR shall maintain and shall require all of its subcontractors to maintain insurance as required in the Builders General Provisions.

12. ASSIGNMENT: This Agreement is not assignable nor the performance of neither 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.

13. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY 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 CITY.

14. 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 contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession.

CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at

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its sole cost and expense, keep in effect or obtain at all times during the term of this Agreement any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession. CONTRACTOR shall maintain a City of Lomita business license.

16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for five years after the expiration of this Agreement. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.

17. SEVERABILITY. If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Agreement will continue in full force and effect provided that it does not frustrate the mutual intent of the parties herein.

18. WHOLE 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, statements, 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.

19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. CITY’s City Manager may execute any such amendment on CITY’s behalf.

20. NOTICES: All notices permitted or required under this Agreement shall be in writing and shall be deemed made when delivered to the applicable party’s representative as provided in this Agreement. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.

Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of notices

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may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.

21. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the contract documents and Public Contracts Code §§ 10240- 10240.13.

22. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons in the work contemplated by this Agreement because of race, religion, color, medical condition, sex, sexual orientation, national origin, age, disability, political affiliation or opinion, or pregnancy or pregnancy-related condition. A violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

23. NO THIRD PARTY BENEFICIARY. This Agreement and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor’s or the City’s obligations under this Contract.

24. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents.

25. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by facsimile transmission, scanned and delivered via electronic mail, or delivered using digital signature technology approved by CITY. Such facsimile or electronic signatures will be treated in all respects as having the same effect as an original signature.

26. GOVERNING LAW: This Agreement shall be governed by the laws of the State of California, and exclusive venue for any action involving this Agreement will be in Los Angeles County.

CITY OF LOMITA, CA
24300 Narbonne Avenue, Lomita, CA 90717
Attention: Public Works Department
CONTRACTOR:
______________________
________________________________
Attention:

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IN WITNESS WHEREOF, the parties hereto have executed this Agreement with all the formalities required by law on the respective dates set forth opposite their signatures.

State of California
CONTRACTOR’S License No.

CONTRACTOR

By:

DATE

CONTRACTOR’S Business Phone

Emergency Phone at which CONTRACTOR can be reached at any time:

CITY OF LOMITA, CALIFORNIA
By:

DATE Andrew Vialpando, CITY MANAGER
ATTEST:

By:

DATE Kathleen Horn Gregory, CITY CLERK

APPROVED AS TO FORM:

By:

DATE Trevor Rusin, CITY ATTORNEY

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Attachments: Exhibit A: Contractor’s Bid Proposal

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CITY OF LOMITA

CONSTRUCTION OR SERVICE CONTRACT ENDORSEMENT
To be attached to and made a part of all policies ensuring the liability of any person, form or corporation performing services under contract for the City of Lomita.

Notwithstanding any inconsistent expression in the policy to which this endorsement is attached, or in any other endorsement now or hereafter attached thereto, or made a part thereof, the protection afforded by said policy shall:

1. Include the City of Lomita as an additional insured. (To include the elected officials, appointed officials, and employees.)

2. Indemnify and save harmless the City of Lomita against any and all claims resulting from the undertaking specified in the contract known as:

PROPOSAL, SPECIFICATIONS, BOND AND AFFIDAVIT
FOR

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT
This hold harmless assumption on the part of the underwriters shall include all costs of investigation and defense, including claims based on damage to substructures not shown, not located on the plans, or shown incorrectly.

3. Not be cancelled except by notice to the City Attorney of the City of Lomita at least thirty (30) days prior to the date of cancellation.

4. Provide single limit for Bodily Injury Liability and Property Damage Liability combined, $3,000,000 each Occurrence, and $5,000,000 Aggregate.

5. Limited classifications, restricting endorsements, exclusions or other special provisions contained in the policy shall not act to limit the benefits of coverage as they shall apply to the City of Lomita as enumerated in this endorsement.

However, nothing herein contained shall affect any rights of the insurer against the insured.

6. It is further expressly agreed by and between the parties hereto that the following two provisions, (a) and (b), are a part of this contract:

(a) That the CONTRACTOR specifically agrees to comply with applicable provisions of Section 1777.5 of the Labor Code relating to the employment by contractor or subcontractor under it, of journeyman or apprentices, or workmen, in any apprentice able craft or trade.
(b) By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to

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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.

The limits of liability as stated in this endorsement apply to the insurance afforded by this endorsement notwithstanding that the policy may have lower limits of liability applying elsewhere in the policy.
______________________________
Duly Authorized Agent
Attached to and forming part of
Policy No.: _______________
of the: ___________________

Date: ____________________
Expiration Date: ___________

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PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:

That we, as Principal(s) and a
corporation, incorporated, organized, and existing under the laws of the State of _____________, and authorized to execute bonds and undertakings and to do a general surety business in the State of California, as Surety, are jointly and severally held and firmly bound unto the City of Lomita, a municipal corporation, located in the County of Los Angeles, State of California, in the full and just sum of:
______________________________________________________________ Dollars ($__________________), lawful money of the United States of America, for the payment of which sum, well and truly to be made, we bind ourselves and our respective heirs, executors, administrators, representative, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that: WHEREAS, said Principal(s) have/has entered into, or are/is about to enter into, a certain written contract or agreement, dated as of the ______ day of ____________, 20____, with the said City of Lomita for the NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION PROJECT, all as is more specifically set forth in said contract or agreement, a full, true and correct copy of which is hereunto attached, and hereby referred to and by this reference incorporated herein and made a part hereof; NOW, THEREFOR, if the said Principal(s) shall faithfully and well and truly do, perform and complete, or cause to be done, performed and complete, each and all of the covenants, terms, conditions, requirements, obligations, acts and things, to be met, done or performed by said Principal(s), including any guarantee period as set forth in, or required by, said contract or agreement, all at and within the time or times, and in the manner as therein specified and contemplated, then this bond and obligation shall be null and void; otherwise it shall be and remain in full force, virtue and effect.

The said Surety, for value received, hereby stipulates and agrees that no amendment, change, extension of time, alteration or addition to said contract or agreement, or of any feature or item or items of performance required therein or thereunder, shall in any manner affect its obligations on or under this bond; and said Surety does hereby waive notice of any such amendment, change, extension of time, alteration, or addition to said contract or agreement, and of any feature or item or items of performance required therein or thereunder.

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PERFORMANCE BOND (CONTINUED)
In the event any suit, action or proceedings is instituted to recover on this bond or obligation, said Surety will pay, and does hereby agree to pay, as attorney's fees for said City, such sum as the Court in any such suit, action or proceeding may adjudge reasonable.

EXECUTED, SEALED AND DATED this _________ day of _____________, 2024.

CORPORATE SEAL PRINCIPAL(S):

BY ______________________________
BY ______________________________
CORPORATE SEAL SURETY:

BY ______________________________

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LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:

That we, ________________________________________________ as Principal(s) and ____________________________________________ a corporation, incorporated, organized, and existing under the laws of the State of ______________, and authorized to execute bonds and undertakings and to do a general surety business in the State of California, as Surety, are jointly and severally held and firmly bound unto:
(a) The State of California for the use and benefit of the State Treasurer, as exofficio Treasurer and custodian of the Unemployment Fund of said State; and (b) The City of Lomita, California; and
(c) Any and all persons who do or perform or who did or performed work or labor upon or in connection with the work or improvement referred to in the contract or agreement hereinafter mentioned; and
(d) Any and all materialmen, persons, companies, firms, association, or corporations, supplying or furnishing any materials, provisions, provender, transportation, appliances or power, or other supplies used in, upon, for or about or in connection with the performance of the work or improvement contracted to be executed, done, made or performed under said contract or agreement; and (e) Any and all persons, companies, firms, associations, or corporations furnishing, renting, or hiring teams, equipment, implements or machinery for, in connection with, or contributing to, said work to be done or improvement to be made under said contract or agreement; and
(f) Any and all persons, companies, firms, associations, or corporations who supply both work and materials;
and whose claim has not been paid by said Principal(s), in full and just sum of ______________________________________________________________ Dollars ($___________________), lawful money of the United States of America, for the payment of which will and truly to be made, said Principal(s) and said Surety do hereby bind themselves and their respective heirs, executors, administrators, representatives, successors and assigns, jointly and severally, firmly by these presents.

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LABOR AND MATERIAL BOND (CONTINUED)
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT: WHEREAS, said Principal(s) have/has entered into or are/is about to enter into a certain written contract or agreement, dated as of the _______ day of __________________20 ___, with the City of Lomita for the NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET RECONSTRUCTION PROJECT, all as is more specifically set forth in said contract or agreement, a full, true and correct copy of which is hereunto attached, and hereby referred to and by this reference incorporated herein and made a part hereof;
NOW, THEREFOR, if the said Principal(s) (or any of his/her, its, or their subcontractors) under said contract or agreement fails or fail to pay:
(1) For any materials, provisions, provender, transportation, appliances, or power, or other supplies; or
(2) For the hire of any teams, equipment, implements, or machinery; or (3) For any work or labor; supplies, furnished, provided, used, done or performed in, upon, for or about or in connection with the said work or improvement; or (4) For amounts due under the Unemployment Insurance Act of the State of California with respect to such work or improvement;
the Surety on this bond will pay the same in an amount not exceeding the sum hereinabove specified in this bond; and, also, in case suit is brought upon this bond, said Surety will (and does hereby agree to) pay a reasonable attorney's fee, to be fixed and taxed as costs, and included in the judgment therein rendered.

This bond shall (and it is hereby made to) insure to the benefit of any and all persons entitled to file claims under Section 1192.1 of the Code of Civil Procedure of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond, all as contemplated under the provisions of Section 4205 of the Government Code, and of Chapter 1 of Title 4 of Part 3 of the Code of Civil Procedure, of the State of California.

This bond is executed and filed in connection with said contract or agreement hereunto attached to comply with each and all of the provisions of the laws of the State of California above mentioned or referred to, and of all amendments thereto, and the obligors so intend and do hereby bind themselves accordingly.

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LABOR AND MATERIAL BOND (CONTINUED)
The said Surety, for value received, hereby stipulates and agrees that no amendment, change, extension of time, alteration, or addition to said contract or agreement, or of any feature or item or items of performance required therein or thereunder, shall in any manner affect its obligations on or under this bond; and said Surety does hereby waive notice of any such amendment, change, extension of time, alteration, or addition to said contract or agreement, and of any feature or item or items of performance required therein or thereunder.

EXECUTED, SEALED AND DATED this ______ day of __________________, 2024.

CORPORATE SEAL PRINCIPAL:

BY _______________________________
CORPORATE SEAL SURETY:

BY _______________________________

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WORKERS' COMPENSATION INSURANCE CERTIFICATION

NARBONNE SOUTH WATER MAIN REPLACEMENT AND STREET

RECONSTRUCTION PROJECT
In compliance with Section 5-4 of the Standard Specifications, the CONTRACTOR shall complete and submit the following certification with a Certificate of Insurance before execution of the contract.

I am aware of, and will comply with, Section 3700 of the Labor Code, requiring every employer to be insured against liability for Workers' Compensation or to undertake selfinsurance before commencing any of the work.

DATED: _______________________
_____________________________

CONTRACTOR
By: _________________________
Signature
Title:_________________________

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SECTION E

SPECIAL PROVISIONS
The following Special Provisions supplement and amend the 2024 edition of the Standard Specifications for Public Works Construction (SSPWC “Greenbook”), and the Standard Specification of the State of California Department of Transportation (Caltrans), as noted herein. These Special Provisions have been arranged in a format that parallels the SSPWC “Greenbook” Standard Specifications. The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1 (General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall control.

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PART 1 - GENERAL PROVISIONS
SECTION 1 - GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,

AND SYMBOLS
1-2 TERMS AND DEFINITIONS. Add or redefine the following:

AGENCY – The City of Lomita, herein referred to as City.

BOARD – The City Council of the City of Lomita, herein referred to as City Council.

ENGINEER –The Public Works Director/City Engineer of the City of Lomita, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

CLAIM -- A separate demand by the Contractor for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the Agency. 1-7 AWARD AND EXECUTION OF THE CONTRACT.
1-7.1 General. Replace the entire sub-section with the following:

Within twenty-one (21) calendar days after the date of the City’s award of contract, the Contractor shall execute and return all Contract Documents required by the City. The City reserves the right to terminate the award if the above requirement is not met. Such termination will result in the forfeiture of the Proposal Guarantee.

Per Lomita Municipal Code the City of Lomita reserves the right to reject any and all proposals, to waive any informality or irregularity in such bids, and determine the lowest responsible bidder.

The Contract Agreement shall not be considered binding upon the City until executed by the authorized City officials.
1-7.2 Contract Bonds. Add the following to the Standard Specifications:

The "Performance Bond" shall remain in effect for one year following the date specified in the Notice of Completion or, if no Notice of Completion is recorded, for one year following the date of final acceptance of the project by the City Council.

SECTION 2 - SCOPE OF THE WORK
2-1 WORK TO BE DONE. Add the following to the Standard Specifications:

Scope of Work. The Work generally consists of furnishing all labor, materials, tools, equipment, and incidentals necessary to replace the water main, restripe Narbonne Avenue to

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a three-lane road with a bike lane and parking lane, and rehabilitate the pavement on Narbonne Avenue between the south City limits and south of Pacific Coast Highway (PCH), with the striping extending to the north side of PCH, as specified in the Specifications and these Special Provisions, and as directed by the Engineer.

The Work also includes all necessary traffic control; preparing and updating construction schedules; posting signs for “NO PARKING” and arranging for towing of cars, if necessary; protecting all utility covers in place; and installing temporary pavement markers.

Notice to Contractor for Potential Soil Contamination. There was a gas station located at the southeast corner of Narbonne Ave and PCH, at 25808 Narbonne Ave, now a Shellbranded service station. There is potential soil contamination at this location. The Contractor shall take the necessary safety precautions during excavation operations and notify the City if soil odor or color potentially indicate contaminated soil. Apply Bid Item Nos. 32-35 as needed if soil contamination is encountered.

Notice to Contractor for Rain or Inclement Weather. The Contractor shall not leave exposed soil, subgrade, or trenching unprotected when there is a forecasted chance of rain or inclement weather within 24 hours. Protective measures, such as covering with tarps, sheeting, or other suitable materials, shall be employed to prevent damage to the underlying structural section and subgrade. In the event of imminent weather, the Contractor must ensure that adequate drainage or stabilization methods are implemented to prevent erosion, trench caving, or water accumulation during construction. 2-2 PERMITS. Replace the subsection with the following:

The Contractor shall obtain a Business License and Encroachment Permit before commencing construction.

Construction and no-fee encroachment permits shall be obtained from the City of Lomita prior to the start of any work. Inspection coordination shall be requested at least two (2) working days prior to the start of any work in public right-of-way within the City limits.

Encroachment permits shall be obtained from the City of Rolling Hills Estates and Caltrans prior to the start of any work. Inspection coordination shall be requested prior to the start of any work in public right-of-way.
2-5 CONTRACTOR’S EQUIPMENT
The Contractor shall submit a comprehensive Equipment List to the Engineer no later than 20 business days after the Notice to Proceed (NTP) and prior to the commencement of any construction activities. The Equipment List shall be divided into two sections (i.e., Water Main Replacement and Street Reconstruction), and each section shall only include the equipment that will be used during each individual phase of work. The Equipment List shall include, but is not limited to, the following information for each piece of equipment:
• Equipment type and description
• Manufacturer and model number

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• Year of manufacture
• Gross vehicle weight
• Scheduled date of arrival on site
• Estimated duration of use on the project
The Contractor must receive written approval of the Equipment List from the Engineer before mobilizing any equipment to the project site. Approval does not exempt the Contractor from ensuring all equipment complies with project requirements. 2-5.4 HAUL ROUTES.

Only designated truck routes shall be used for hauling materials away from the job site or delivering materials to the job site.
2-8 EXTRA WORK
Add the following to the Standard Specifications:

Payment for additional work and all expenditures in excess of the Contract Price must be authorized in writing by the Engineer. Such authorization shall be obtained by the Contractor prior to engaging in additional work. It shall be the Contractor's sole responsibility to obtain written approval from the Engineer for any change(s) in material or in the work proposed by suppliers or subcontractors. No payment shall be made to the Contractor for additional work which has not been approved in writing, and the Contractor hereby agrees that it shall have no right to additional compensation for any work not so authorized.

The Contractor shall be responsible to provide all data and to obtain all approvals required by the Specifications, including submittal of Daily Extra Work Reports. Disputed work claims shall comply with 2-8 as modified herein.

SECTION 3 – CONTROL OF THE WORK
3-7 CONTRACT DOCUMENTS.
3-7.1 General. Add the following sentence to the first paragraph of the Standard Specifications to read as follows:

The Contractor shall maintain a control set of Plans and Specifications on the Work site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show as-built conditions. Upon completion of the Work, the Contractor shall submit the control set to the Engineer for approval. Final payment will not be made until this requirement is met.

Add the following subsections of the Standard Specifications:
3-7.1.1 Plans. Included as part of the Contract Documents are the following, which show the location, character, dimensions or details of the Work:

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1) Project Plans
The plans and data provided with the Contract Documents are based on existing plans and documents. The plans and data are provided for information only. The City does not guarantee their accuracy and correctness. If the Bidder in preparing the Bid Proposal uses this information, the Bidder assumes all risks resulting from conditions differing from the information shown. The Bidder, in consideration for the information being provided, hereby releases the City, from any responsibility of obligation as to the accuracy of such information or for any additional compensation for work performed due to assumptions based on the use of such information.
2) Standard Plans
a. City of Lomita Standard Plans, latest edition
b. Standard Plans for Public Works Construction, 2024 edition, promulgated by Public Works Standards, Inc.
c. Standard Plans of the State of California Department of Transportation (Caltrans), latest edition
3-7.1.2 Specifications. The Work shall be performed or executed in accordance with these Provisions and the following:
1) Standard Specifications for Public Works Construction, 2021 edition and supplements thereto, hereinafter referred to as the Greenbook, as written and promulgated by Public Works Standards, Inc. The Greenbook is published by BNi Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, Phone: (800) 873-6397.
2) Sections 84, 86 and 90 of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition.
3-7.2 Precedence of the Contract Documents. Replace the entire subsection of the Standard Specifications with the following:

If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The order of precedence shall be as follows:
1) Permits issued by other agencies
2) Change Orders (including Plans and Specifications attached thereto) 3) Public Works Agreement
4) Addenda
5) Special Provisions
6) General Provisions
7) Plans
8) Other Standard Plans
9) Greenbook
10) Reference Specifications
With reference to the Plans/Drawings, the order of precedence is as follows:
1) Change Order plans govern over Addenda and Contract plans.

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2) Addenda plans govern over Contract plans.
3) Contract plans govern over standard plans.
4) Detail plans govern over general plans.
5) Figures govern over scaled dimensions.

Within the Specifications, the order of precedence is as follows:
1) Change Orders
2) Permits from other agencies/Supplemental Agreements
3) Special Provisions
4) Instruction to Bidders
5) Referenced Standard Plans
6) Referenced Standard Specifications
If the Contractor, in the course of the Work, becomes aware of any claimed errors or omissions in the Contract Documents or in the City's fieldwork, the Contractor shall immediately inform the Engineer. The Engineer shall promptly review the matter, and if the Engineer finds an error or omission has been made, the Engineer shall determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of work called for in the Contract, the City shall issue an appropriate Change Order in accordance with subsection 2-8.

After discovery of an error or omission by the Contractor, any related work performed by the Contractor shall be done at the Contractor's risk unless authorized by the Engineer. 3-8 SUBMITTALS.

Submittals are required for the following:
• Construction Schedule
• Storm Water Pollution Prevention Plan (SWPPP)
• Traffic Control Plan (TCP) prepared by a registered Civil or Traffic Engineer • Asphalt Concrete Mix Designs
• Tack Coat Mix Designs
• Bedding Material Source Data Sheets in Trench
• QA/QC Testing for Soil
• Striping and Marking Materials
• Warranty of Detectable Warning Surface
• As-Builts
• Water Main Pipe, Fittings, Valves and Appurtenance Materials • Water Pipe Shock Pad and Thrust Block Concrete Mix Designs • Water Pipe Bedding and Trench Backfill Materials
• Certificate of Compliance reports for all material covered under Build America, Buy America requirements as outlined in Appendix IV.
• Aggregate base backfill data (sieve analysis, supplier certifications) • Equipment List as described in Section 2-5 of the General Provisions All Contractor submittals shall be carefully reviewed against the contract documents by an authorized representative of the Contractor, prior to submittal to the Engineer. A letter shall be included with each submittal stating the contract documents have been reviewed and the

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submitted product is correct for the project application and in strict conformance with the contract documents. The letter affidavit must be dated and signed by both the Contractor and the product manufacturer or service provider. In the case of shop drawings, each sheet shall be so dated and signed for approval. No consideration for review by the Engineer of any Contractor submittals will be made for any items which are not accompanied by affidavit by the Contractor. All submittals without an affidavit will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor.

The Engineer's review of Contractor submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for any misfits due to any errors in Contractor submittals. The Contractor shall be responsible for the dimensions and the design of adequate connections and details.
3-12 WORK SITE MAINTENANCE.
3-12.1 GENERAL. Add the following to the Standard Specifications:
3-12.1.1 Temporary Light, Power, and Water. The Contractor shall obtain a construction water meter from the City. An $800 deposit is required and refundable upon return of the meter in good working condition. The Contractor shall pay for the water used, at the City’s current water rates.
3-12.1.2 Graffiti Removal. The Contractor shall maintain the Work, all of its equipment, and all traffic control devices, including signage, free of graffiti throughout the duration of the Contract. The Contractor shall respond to any request from the Engineer to remove graffiti within 4 hours of notification. Should the Contractor fail to respond to such request, the City reserves the right to make other arrangements for the requested graffiti removal and deduct the cost from any monies due the Contractor.
3-12.4 STORAGE OF EQUIPMENT AND MATERIALS.
3-12.4.2 STORAGE IN PUBLIC STREETS. Add the following to the Standard Specifications:

Contractor’s Storage Yard. The City of Lomita has pre-designated *certain sites within the City to be used by the Contractor. The Contractor and the City will coordinate on the location and access during the pre-construction meeting. Contractor’s equipment will not be allowed to park overnight on any City street.
*Storage location will be selected at the time of the Pre-Construction meeting and shall be one- (1) of two- (2) locations designated by the City. The Contractor will sign a contract with the City or a private party(s) for the leasing of the storage location, and the Contractor shall pay the agreed-upon compensation per the contract. 3-13 COMPLETION, ACCEPTANCE AND WARRANTY. Add the following to the Standard Specifications:

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It is the intent of the Specifications that only first-class materials and workmanship will be acceptable. The Contractor shall take all necessary measures to protect Work from damage and prevent accidents and vandalism during any and all phases of the work.

Until the final acceptance of the Work by the City, by written action of the Engineer, the Contractor shall have the charge and care thereof and will bear the risk of injury or damage to any part of the Work by the action of the elements, vandalism, or any other cause. The Contractor shall rebuild, repair, restore and make good all injuries or damages to any portion of the Work occasioned by any cause before its completion and acceptance and will bear the expense thereof.

If, in the Engineer’s judgment, the Work has been completed and is ready for acceptance, the Engineer will so certify and will determine the date when the Work was completed. This will be the date when the Contractor is relieved from responsibility to protect the Work. The Engineer may cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office. At the Engineer’s option, the Engineer may certify acceptance to the City Council who may then cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office.

Add the following subsection of the Standard Specifications:
3-13.4 Manufacturer’s Warranties. Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications. Such warranties only shall supplement the Contractor's responsibility.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL- Add the following paragraph after the second paragraph of the Standard Specifications:

The Contractor shall meet the Build America, Buy America requirements set forth in Appendix IV. In general, Build America, Buy America requires that all of the iron, steel, manufactured products, and construction materials used in the project are produced in the United States 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 City, 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 requirements of this contract any portion of the Work which is found to not meet those requirements. The Contractor shall hold the City harmless from claims of any kind arising from damages due to said defects or noncompliance.

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Security of this guarantee shall be in the form of a Maintenance Bond furnished to the City by the Contractor. There shall be specific wording in the Maintenance Bond, that includes the guarantee or warranty of the labor and materials for a one-year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be 100 percent of the total amount earned to date as indicated on the final progress payment. The City reserves the right to withhold the retention until the Maintenance Bond has been accepted by the City.

The Contractor shall make all repairs, replacements, and restorations covered by the Maintenance Bond within 10 working days after the date of the Engineer's written notice.

Failure to comply with such notice, will cause the City to file claim against the bond.

Excepted from the Maintenance Bond will be defects caused by acts of God, acts of the City, acts of vandals, or by acts of others outside or beyond the control of the Contractor.

If the work, or any portion thereof, shall be damaged in any way, or if any defective materials or faulty workmanship shall be discovered at any time prior to the final payment, the Contractor shall forthwith, at its own cost and expense, repair said damage, or replace such defective materials, or remedy such faulty workmanship in a manner satisfactory to the Engineer.
4-2 PROTECTION. Add the following to the Standard Specifications:

The Contractor shall assume all risks and expense of interference and delay in his operations, and the protection from or the repair of damage to improvements being built under the contract, as may be caused by water of whatever quantity from floods, storms, industrial waste, irrigation, underground or other sources. However, the Contractor shall be entitled to an extension of time in accordance with the provisions of Subsection 6-4. The Contractor shall also assume full responsibility and expense of protecting, or removing and returning to the site of Work, all equipment or materials under his care endangered by any action of the elements.

Furthermore, the Contractor shall indemnify and hold the City harmless from all claims or suits for damages arising from his operations in dewatering the Work and control of water.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-7 SAFETY. Add the following to the Standard Specifications:
5-7.2.4 PUBLIC SAFETY DURING NON-WORKING HOURS
Notwithstanding the Contractor's primary responsibility for safety on the job site when the Contractor is not present, the Engineer at Engineer's option after attempting to contact the Contractor may direct City Forces to perform any functions Engineer may deem necessary to ensure public safety at or in the vicinity of the job site. If such procedure is implemented, the Contractor will bear all expenses incurred by the City.

In all cases the judgment of the Engineer shall be final in determining whether or not an unsafe situation exists.

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5-7.2.5 WRITTEN COMMUNICATIONS
Contractor’s written communications, including letters, field memoranda, requests for substitution (RFS) and requests for information (RFI) shall be written in a clear and concise manner. In particular, RFSs and RFIs shall clearly describe the condition or issue of concern, the cause of the condition or issue and the proposed solution or specific question being posed to the Engineer. Contractor shall not be entitled to any delays or additional compensation as a result of issues that in the Engineer’s opinion originated with, or were exacerbated by, poor written communications by the Contractor.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Replace the entire subsection of the Standard Specifications with the following:
6-1.1 General. Within ten (10) working days after the date of the City’s execution of the Contract, the Contractor shall submit a proposed construction schedule to the Engineer for approval. The schedule shall be in accordance with the Specification and these Special Provisions.

Prior to issuing the Notice to Proceed, the Engineer will schedule a Pre-Construction Meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination and clarify inspection procedures.

Notifications are to be placed on each door and mailed to each address no sooner than two- (2) weeks prior to start of construction and before forty-eight- (48) hours prior to the commencement of work.

Notwithstanding any other provisions of the Contract, the Contractor shall not be obligated to perform any work and the City will not be obligated to accept or pay for any work performed by the Contractor prior to delivery of a Notice to Proceed. The City's knowledge of work being performed prior to delivery of the Notice to Proceed shall not obligate the City to accept or pay for such work. The Contractor shall provide all required Contract bonds and evidence of insurance prior to commencing work.

Commencement of the Work. Construction schedules shall consider the following:
1- TRASH COLLECTION:

The Contractor shall coordinate with the trash collection agency (i.e., Athens Services). The Contractor shall facilitate access for the trash pickup. 2- STREET SWEEPING:

Street sweeping services will be suspended along Narbonne Avenue between PCH and the southern border of the City of Lomita throughout the duration of the project.

The Contractor shall maintain the street and keep clean in accordance with current

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NPDES regulations and eliminate any sediment discharge into catch basins. Contractor shall cover street sweeping signage with a temporary, non-damaging cover. 3- TEMPORARY PAVEMENT MARKINGS; CAT-TRACKING AND STRIPING:

Reflective yellow and white “Tabs” MUST be installed following the installation of asphalt to indicate locations of lane lines, STOP limit lines, and all yellow crosswalks and shall be maintained until new striping is installed. Cat-tracking layout for final pavement markings shall be completed at least 48 hours prior to scheduled placement and the Engineer shall approve cat-tracking prior to final placement. Striping shall take place a minimum of seven (7) days after paving.
4-WORK HOURS.

Work shall be performed between the hours of 7:00 A.M. and 4:00 P.M. unless otherwise approved by the Engineer. The Contractor will be allowed to work on Fridays when City Hall is scheduled to be closed. No work shall occur on Sundays or holidays. The following days are holidays: Labor Day, September 2, 2025; Veteran’s Day, November 11, 2025; Thanksgiving Day, November 28, 2025; Friday following Thanksgiving Day, November 29, 2025 as well as the week between Christmas and New Year’s Day, December 25, 2025 and January 1, 2026.

Add the following Sections to the Standard Specifications:
6-1.3 Compensation. Compensation for all scheduling activities will be made on the lump sum basis per the Contract Unit Price for “MOBILIZATON AND DEMOBILIZATION,” in the Bidder’s Proposal.
6-10 SEQUENCE OF CONSTRUCTION
6-10.1 Multiple Headings. In order to meet the contract schedule, the Contractor will be allowed to initiate and maintain two or more construction headings. However, the Contractor will not be allowed to have multiple phases of work occurring that have the corresponding traffic control devices in conflict with each other.

SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT
7-3.1 General
Revise paragraph one to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the

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other related items of work. The following items of work pertain to the bid items included within the Proposal:

Bid Item No. 1 - Mobilization and Demobilization: Work under this item shall be considered full compensation but not be limited to include the cost to secure bonds and insurance, movement of personnel, equipment, materials and incidentals to and from the project sites, securing a temporary construction yard, maintaining the project in a safe, clean and orderly manner during construction and final cleanup of the work and staging sites, furnishing and providing all labor, materials, equipment, and preparatory work that must be performed, or costs incurred before starting work and after completing the work on the various items on the job site, including all costs for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies, Caltrans, and the CITY; and complying with the requirements specified in those licenses and permits; coordination, field office facility, all required submittals specified within these Specifications, and incidentals necessary to perform all related items of work.

The City of Lomita will waive its encroachment permit fee; however, permit fees of all other agencies (Caltrans and City of Rolling Hills Estates) shall be the sole responsibility of the Contractor. The Contractor shall comply with the requirements specified by each license or permit. Progress payments for Mobilization and Demobilization bid item shall be paid for in accordance with the completion percentage of the Project to the Contractor and shall include the cost of such mobilization/demobilization and administration during the entire Contract period. No additional compensation will be allowed.

Mobilization shall include compliance with water and air quality laws; maintaining dust control at all times; furnishing all water required for the construction work; protection of utilities, survey monuments, trees, fences, walls, landscaping and other facilities.

Work under this item shall include all related Demobilization costs, including the removal of any remaining Underground Service Alert (USA) utility markings or other construction paint markings, by means of wet sand blasting or other pre-approved method on the sidewalk, curb/gutter and pavement.

Mobilization shall include all work shown on the plans, which is not compensated in a bid item of work. This work shall include but not be limited to protect-in-place and/or relocation of the facility to accommodate the construction of an improvement, restoration and adjustment of existing improvements, and establishing the location and depth of city traffic signal conduit, by potholing as necessary, where significant excavation may occur. Underground facilities on these plans are for reference only. It is the Contractor’s responsibility to determine the exact location of potentially conflicting conduit.

The Contractor shall confine his operations and work area to the street right-of-way and is responsible for securing an adequate storage site for equipment and materials. No encroachment into private property will be permitted without prior written consent of the property owner and Engineer. Obtaining this consent will be the responsibility and at the cost of the Contractor. The Contractor shall provide supervisory personnel to keep the construction site in a safe condition at all times.

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The Contractor shall maintain the streets and adjacent streets open for ingress and egress and for parking. Approval of the staging and work plan shall be at the discretion of the City.

The Contractor shall obtain bonds, insurance, and financing for entire project prior to beginning work.

The Contractor shall provide supervisory personnel to maintain the construction site in a safe condition and all other related work as required at all times. These requirements shall also apply to all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials.

Included in this item are up to date as-built drawings to be submitted to the Engineer by the Contractor for review prior to request of payment.

Payment: “Mobilization and Demobilization” shall be made at the lump sum price indicated in the Bid Sheets and progress payments shall be made upon the judgment of the Engineer as to the percent complete.

Bid Item No. 2 - Construction Surveying and Monumentation: Construction staking and monumentation shall conform to Section 3-10 Surveying and Section 400-2 Permanent Survey Markers of SSPWC.

Work under this item shall include, but not be limited to, furnishing all labor, tools, equipment and material costs of surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, locating and adjusting survey monuments, reestablishing property corners disturbed by the work, preparing and filing centerline tie sheets and corner Records, preparing record of survey, locating Bench Marks and notifying the County Surveyor’s Office of same, professional office services and field calculation, protecting and restoring existing monuments, and other survey items as required to complete the work in place.

Payment: “Construction Survey and Monumentation” shall be made at the lump sum price indicated in the Bid Sheet.

Bid Item No. 3 - Traffic Control, CalTrans & Rolling Hills Estates Encroachment Permits: It shall be the Contractor’s responsibility to prepare and provide final Traffic Control throughout the construction period. The Contractor is required to have plans for said Traffic Control prepared by a qualified Traffic Engineer (TE) or Civil Engineer (CE) registered to practice in the State of California for within the City of Lomita and the City of Rolling Hills Estates on Narbonne Avenue and Palos Verdes Drive East. The Contractor shall submit their traffic control plan (TCP) to the City ten (10) working days prior to start of construction. The Contractor shall not start the work without final approval of the TCP by the Engineer. In addition, the Contractor shall submit their TCP to the City of Rolling Hills Estates for approval through their permit process. The City of Lomita has no control over the City of Rolling Hills Estates’ permitting process. The Contractor shall submit their TCP to the City of Rolling Hills Estates such that it can be approved prior to the start of work. The Contractor shall not start any work within the City of Rolling Hills Estates, including placement of traffic controls, without the final approval of the TCP by the City of Rolling Hills Estates. The Engineer is preparing the

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plans for the intersection of Narbonne and PCH within Caltrans right-of-way limits. The Contractor shall use the Caltrans TCP plans provided. Final traffic control implementation shall be provided under the supervision of the Contractor with the concurrence of the Engineer.

The final TCP implementation by the Contractor shall conform to the requirements of the latest editions of California MUTCD, the WATCH Manual, and these Special Provisions and as approved by the Engineer. The full and normal responsibility for TCP implementation is the Contractor’s responsibility as if no plans are or were provided by the City.

An adequate number of flag persons shall be stationed at construction locations where traffic control is required including intersections of streets, wherever it is necessary to temporarily stop or detour traffic for the construction or the movement of materials and equipment. During the construction activity hours, flaggers and workers shall wear bright orange vests and hardhats while working in or around the construction area. Traffic stoppages shall be limited to time periods approved by the Engineer. No intersection shall be closed longer than 30 minutes without the approval of the Engineer. The TCP is considered to include trained flaggers used at both major and minor street intersections and or as recommended or required by the project inspector or Engineer without any additional compensation to the Contractor.

It is anticipated that, from time to time, changes to the approved TCP may be needed due to unanticipated field conditions. The Contractor, if directed by the Inspector or Engineer, shall make adjustments to address any deficiency identified by City forces at no additional cost to the City.

Pedestrian and bicycle traffic must be provided for and maintained in a safe manner throughout the construction period. Pedestrian and emergency vehicular access shall be maintained to all residences, businesses and manufacturing establishments within the construction area.

Signs, lights, flags, flag persons, and other warning and safety devices shall conform to the requirements set forth in the current editions of the WATCH Manual and California MUTCD. If attention is directed to the existence of a hazard and Contractor fails to provide remediation, or, such devices as may be needed, said devices may be placed by the City. The cost of said placement by the City, as for all TRAFFIC CONTROL, shall be the sole responsibility of the Contractor; said costs, if any, shall be deducted from the progress payment and from the total contract price for the work.

The Contractor shall notify the occupants of all affected properties at least forty-eight (48) hours prior to any temporary obstruction of access. Vehicular access to property line shall be maintained, except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed, except as permitted by the Engineer.

The Contractor needs to minimize disruptions to the residents and businesses and must facilitate access for residents at all times.

At least one twelve foot (12') wide traffic lane shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed.

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Clearances from traffic lanes shall be five (5) feet to the edge of any excavation and two (2) feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction, unless approved by the Engineer in writing in advance of such work.

Detouring is discouraged but will be considered for usage by the City. If approved, any detouring shall be accomplished by use of traffic signs, barricades, flag persons, etc. conforming to the requirements of the WATCH or California MUTCD, and the Engineer.

The Contractor shall cover trenches with recessed steel plates at the end of each work day. The recessed steel plates must be pinned with steel pins through the plate into the road and asphalt wedges around the edges of the steel plates to help create a smooth transition from the existing pavement around the wedges of the plate, to the top of the plate. Plates shall be H25 loading rate.

Payment: “Traffic Control” shall be made at the lump sum price indicated in the Bid Sheet.

The contract lump sum price for “Traffic Control” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involving placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of traffic control system as specified in the State Standard Specifications, SSPWC, and these Special Provisions, and as directed by the Engineer. The lump sum price shall also include recessed steel plates and temporary asphalt concrete including installation and removal, all associated temporary signing and striping, flashing arrow signs, and all other necessary devices.

Caltrans: Contractor must submit, get approval and obtain Encroachment Permit to work in the public right of way. Submit form TR-0429 to the assigned permit inspector prior to the prejob meeting. The Notice of Completion (TR-0128) must be provided to the assigned permit inspector at the completion of work on the permit.

Rolling Hills Estates: Contractor must submit, get approval and obtain encroachment permit to work in the public right of way.

Bid Item No. 4 - Water Pollution Control, Construction Site BMPs, and Preparation of a SWPPP: Payment for “Water Pollution Control, Construction Site BMPs and Preparation of a SWPPP” will be made at the lump sum price indicated in the Bid Sheets and shall be done in accordance with Section 3-12 Work Site Maintenance of SSPWC and Caltrans Construction Site BMP Field Manual included in Appendix VII. The contract unit price shall include, but not be limited to, all labor, tools, equipment, and material costs for retaining a Qualified SWPPP Designer or Personnel (QSD/ QSP) to develop, amend and implement the SWPPP and submitting the required documents or reports fourteen (14) days prior to start of construction to the Regional Water Quality Control Board (RWQCB) and the City for approval. The required documents include two (2) hard copies of the SWPPP, one (1) PDF of the SWPPP, all reports required by General Permit, Annual Report, and upload the SWPPP and reports to the Storm Water Multiple Application and Report Tracking System (SMARTS). The Contractor shall not start the water pollution control site work without the approval of the SWPPP by the City and RWQCB. The contract unit price shall also include all required stormwater

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inspections, reports, and the submitting of those reports to the City within 48 hours of the inspection.

Payment: “Water Pollution Control, Construction Site BMPs, and Preparation of a SWPPP” shall be made at the lump sum price as indicated in the Bid Sheet.

Bid Item No. 5 - Cold Mill Existing Pavement 4.5”: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for cold milling the asphalt concrete pavement, providing additional motorized street sweepers per Section 3-12.1, removal and disposal of pavement fabric if encountered, constructing temporary asphalt concrete ramps along milled edges, hauling and disposing the milled material offsite, and all other work items as required to complete the work in place.

Cold mill operation shall conform to Section 404 and all applicable sections of the SSPWC and shall consist of all excavation required and directed by the Engineer.

Payment: “Cold Mill Existing Pavement 4.5” shall be at the unit price bid per square foot. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Cold Mill Existing Pavement

4.5”” including disposing of material removed, and no additional compensation will be allowed.

Bid Item No. 6 - Construct Asphalt Concrete: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying tack coat, cleaning and filling cracks in existing asphalt concrete wider than ¼” with asphalt binder, applying a soil sterilizer, placing, spreading and compacting the leveling course and the asphalt concrete finish course, and all other work items as required to complete the work in place. This item also includes repairing any damage to pavement, including but not limited to pavement adjacent to the site in the City of Rolling Hills Estates, in accordance with the standards of the applicable jurisdiction.

Payment: “Construct Asphalt Concrete” shall be made on a ton unit price basis as indicated in the Bid Schedule.

Bid Item No. 7 - Adjust Sewer Manhole Frame and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing sewer manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. If the sewer manhole belongs to Los Angeles County Sanitation District (LACSD), Contractor shall contact and notify LACSD for adjustment of manhole frame and cover to new grade.

Manhole adjustment shall conform to Sections 403 of the SSPWC and LACSD Sewer Manhole Adjustment Procedures in Appendix III.

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Payment: “Adjust Sewer Manhole Frame and Cover to Grade” shall be made per each unit price basis as indicated in the Bid Sheet.

Bid Item No. 8 - Adjust Water Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing water valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, reinstalling existing water valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.

Payment: “Adjust Water Valve Box and Cover to Grade” shall be made for each unit price basis as indicated in the Bid Sheets.

Bid Item No. 9 - Adjust Gas Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing gas valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, reinstalling existing gas valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.

Payment: “Adjust Gas Valve Box and Cover to Grade” shall be made for each unit price basis as indicated in the Bid Sheets.

Bid Item No. 10 – Electrical (SCE) Manhole/Vault Frame and Cover to be Adjusted to Grade by Others : Work under this item shall include, but not be limited to, all labor, tools, permits, equipment and material costs to coordinate with Southern California Edison (SCE) and the City of Lomita for SCE in removing the existing electrical manhole/vault frame and cover, temporarily lowering and/or covering the manhole/valve to facilitate paving operation, and reinstalling electrical manhole/vault frame and cover to grade. Contractor shall be responsible for the costs of any permits as needed, the Contractor is responsible for restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.

Payment: “Electrical (SCE) Manhole/Vault Frame and Cover to be Adjusted to Grade by Others” shall be made for each unit price basis as indicated in the Bid Sheets.

Bid Item No. 11 - Remove Existing Striping, Markings, Legends, Reflectors, Raised Pavement Markers and Curb Paint: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing pavement striping, markings and markers, removing red curb paint, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.

All striping and markings removal shall comply with Section 84 of the Caltrans Standard Specifications and Section 314-2 of SSPWC.

All pavement markers removal shall comply with Section 84 of the Caltrans Standard Specifications and Section 314-3 of SSPWC.

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Payment: “Remove Existing Striping, Markings, Legends, Reflectors, Raised Pavement Markers, and Curb Paint” shall be made on a lump sum price basis as indicated in the Bid Sheet.

Bid Item No. 12 - Furnish and Install Striping, Markings, Reflectors, Raised Pavement Markers: Traffic striping, legend, and pavement markers within the area of work shall be installed in accordance with the improvement plan, the State Standard Specifications, Sections 84 and 85, Caltrans Standard Plans A20A to A20E, and Standard Plans A24A to A24F,the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD), and Sections 214 and 314 of SSPWC.

Traffic striping, stop limit/crosswalk lines, and legend shall be thermoplastic unless otherwise called for on the plans. All pavement markers shall be adhered with “epoxy”; Bituminous adhesive will not be accepted.

Blue raised retro-reflective bidirectional pavement marker shall be installed 6 inches off the street centerline at each fire hydrant, on the fire hydrant side of the roadway per California MUTCD Section 3B.11 and figure 3B-102 (CA). Installation of Blue Reflectorized Pavement Markers including Pavement Markers across fire hydrants shall be considered as included in the lump sum for this item of work.

Payment: “Furnish and Install Striping, Markings, Reflectors, Raised Pavement Markers” detailed on the plans shall be on a lump sum price basis and shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including installing traffic striping, pavement legends, markings, markers and blue raised markers for fire hydrant all in place as shown on plans and no additional compensation will be allowed.

Bid Item No. 13 - Remove Conflicting Sign Panel: Removing existing sign panel shall be in accordance with the improvement plan.

Payment: “Remove Conflicting Sign Panel” shall be included in the Contract price bid on an each unit price basis as indicated in the Bid Sheets and shall include removal of the existing sign panel and salvage and deliver to the City Public Works Yard at 24373 Walnut Street, Lomita, CA 90717 in accordance with the Greenbook and as shown in the Plans and shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction. No additional compensation will be allowed.

Bid Item No. 14 – Install Roadside Sign and Post: Install Roadside sign and post shall be in accordance with the improvement plan.

Payment: “Install Roadside Sign and Post” shall be included in the Contract price bid on an each unit price basis as indicated in the Bid Sheets, as measured in the field per the latest Caltrans Standard Plans, and shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction. The work includes saw cutting, removing and disposing of existing concrete sidewalk, furnishing and installing sign, sign mounting hardware, sign post and sign foundation all in place in accordance with these Special Provisions and as shown in the Plans and no additional compensation will be allowed.

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Bid Item No. 15 – Install Traffic Loops Type “E” per Plans: Installing traffic loops shall be in accordance with the improvement plan.

Payment: “Install Traffic Loops Type “E” per Caltrans Standard Plan ES-5B” shall be included in the Contract price bid on an each unit price basis as indicated in the Bid Sheets and shall be per latest Caltrans standard plans and shall include all costs for coordination with Caltrans, and furnishing by the Contractor inductive loops, removal and replacement of loops, make electrical connections and wirings to existing pullboxes, test, calibrate the new traffic loops, sealant and all other materials, tools and equipment, any related asphalt work, and all other work items as required to complete the work in place, and no additional compensation will be allowed.

Bid Item No. 16 - Water Pipe 8-inch PVC: Measurement for payment shall be along the pipe from center to center of fittings and through the valves.

The unit price bid per lineal foot for furnishing and placing water pipe of the size, type and class specified shall constitute full compensation for all labor, materials and equipment required for furnishing, excavating, placing, backfilling, thrust blocking, testing and disinfecting these items, complete in place, ready for use.

Refer to Trench details in the plans.

The price bid per foot for all water pipe shall include full compensation for extra depth excavation and added work, where required, to place pipe under or over utilities, culverts, or on unimproved or improved streets, rights-of-way, or easements.

Payments for all work required and specified under the Contract, except for those items segregated in the Bid Schedule, shall be included in the unit price paid per foot of pipe. The unit price bid shall include all costs for maintaining existing water service. This includes full compensation for all labor, materials and equipment required to provide temporary water service or to maintain the existing water system and services in working order, including immediate repair of damages as a result of the Contractor’s operations.

Specifically included in the unit price, but not limited to, are all costs of clearing, grubbing, grading for the trenching operations, excavation, furnishing and installing tracer wire, backfill, dewatering, and compaction, disposal of debris, control of erosion, testing, and cleanup.

Also specifically included in the unit price bid for this item, but not limited to, shall be all costs or expenses involved in maintaining and/or replacing all public or private utilities, removing and/or replacing culverts, structures or improvements, including supporting and/or temporary relocation of utility poles which may have to be moved, or which may in any way be damaged by operations of the Contractor.

The unit price bid shall include all costs for furnishing and installing all fittings, thrust blocks, couplings and adapters and shall include all costs for restrained joints where noted on drawings or Standard Details.

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Payment: “Water Pipe 8-inch PVC” shall be made per lineal foot installed as indicated in the Bid Sheet.

Bid Item Nos. 17, 18, and 19 Gate Valve Assemblies: The unit price bid for each valve shall constitute full compensation for all labor, materials and equipment required to install each valve of the class and size specified, complete in place, ready for use, including valve boxes set at the proper grade, 1’x1’x6” thick concrete support blocks under all gate valves, and the necessary jointing material.

Payment: “8-inch Gate Valve” ,“10-inch Gate Valve” and “12-inch Gate Valve” shall be made per each unit price basis as indicated in the Bid Sheet.

Bid Item No. 20 - Fire Hydrant Assembly: The unit price bid for each fire hydrant assembly shall constitute full compensation for all labor, materials and equipment required to furnish and install the complete assembly as shown in City of Lomita Standard Plan W-111, ready for use, including excavation, backfill, painting with two coats of paint after installation, auxiliary gate valve, cast iron valve box, connecting pipe and/or valve to main, and solid concrete thrust block.

Also included in this item is the removing, salvaging, loading, transport, unloading, and handling of the existing fire hydrant assemblies to be removed and replaced. The salvaged assemblies shall be delivered to the City Public Works Yard, 24373 Walnut St, Lomita, CA 90717.

The hydrant tee shall be included under separate bid item for “Water Pipe 8-inch PVC”.

Sidewalk panels damaged during replacement of fire hydrants shall be restored with Concrete Class 520-C-2500 per Section 201 of the Green Book. This work shall be included in this bid item payment.

Payment: “Fire Hydrant Assembly” shall be made per each unit price as indicated in the Bid Sheet.

Bid Item No. 21 - Air and Vacuum Release Valve Assembly: The unit price bid for each air and vacuum valve assembly shall constitute full compensation for all labor, materials and equipment required to furnish and install the air vacuum valve assembly, complete in place, ready for use, as shown on the standard details.

Payment: “Air and Vacuum Release Valve Assembly” shall be made at the per each price indicated in the Bid Sheet.

Bid Item No. 22 - Connection to Existing System – 6-inch and Larger: The unit price bid for each connection to the existing water system shall constitute full compensation for furnishing all labor, materials and equipment necessary to make the water main connection to existing main, complete in place, ready for use.

Included, but not limited to, are the costs of all fittings, couplings, adapters, concrete blocking and disinfection.

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Also included shall be any additional cost resulting when connection to the main is specified to be performed at other than normal working hours.

The cost of pipe and valve assemblies shall be paid for under separate bid items.

A connection to existing system shall mean each instance in which a proposed water main (8- inch) is joined to an existing water pipe (6-inch or larger).

Payment: “Connection to Existing System – 6-inch and Larger” shall be made at the per each price indicated in the Bid Sheet.

Bid Item No. 23 – Copper Water Service – 2-inch or Less: The unit price bid for each installation shall constitute full compensation for furnishing all labor, materials and equipment required to furnish and install the new connection, new service line from water main to meter, and new setter assembly with a plastic meter box, complete in place, ready for use, as shown on the plans and Standard Details.

Cost to connect to existing service line downstream of the meter box shall be included in this bid item.

Specifically included in this item, but not limited to, shall be the cost of restoration, excavation and backfill and connections to any existing piping.

Payment: “Copper Water Service – 2-inch or less” shall be made at the lump sum price per each indicated in the Bid Sheet.

Bid Item No. 24 - Field Verification of Service Lines/Connections: The unit price bid for each field verification per construction notes 24 and 25 of the plans shall constitute full compensation for furnishing all labor, materials and equipment required to verify the locations, depths, and connections to existing water mains by visual inspection via open cut or vacuum excavation as directed by the Engineer.

Payment: “Field Verification of Service Lines/Connections” shall be made at the per each price indicated in the Bid Sheet.

Bid Item No. 25 - Fire Protection Vault: The unit price bid for each installation shall constitute full compensation for furnishing all labor, materials and equipment required to construct and install a new concrete fire protection service vault, complete in place, ready for use, per the Standard Details.

Also included in this item is full compensation for furnishing all labor, materials and equipment required to demolish and remove the existing vault with minimal interruption of the fire service as approved by the City. Also included is constructing the concrete around the vault in such a manner that it is flush with the surrounding sidewalk.

Specifically included, but not limited to, shall be the cost of all associated restoration, excavation, and backfill to deliver a complete, finished product.

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Payment: “Fire Protection Vault” shall be made at the per each price indicated in the Bid Sheet.

Bid Item No. 26 - Reconnect DI Water Service – Larger than 2 inch: The unit price bid for each installation per construction note 2 of the plan sheets C-1 and C-2 shall constitute full compensation for furnishing all labor, materials and equipment required to furnish and install the connection, ductile iron service line, and all necessary fittings, valves, and couplings complete in place, ready for use, as shown on the plans and Standard Details.

Cost to connect to existing service line shall be included in this bid item.

Specifically included, but not limited to, shall be the cost of road restoration, excavation and backfill and connections to any existing piping.

Payment: “Reconnect DI Water Service – Larger than 2 inch” shall be made at the per each price indicated in the Bid Sheet.

Bid Item No. 27 - Sand Pipe Bedding: The unit price bid per cubic yard for imported sand bedding shall constitute complete compensation for materials, work, labor, and equipment necessary to furnish and place the sand bedding material as specified, to the extent and depth as indicated in the drawings or as directed by the City.

Sand bedding material to comply with the 2022 Caltrans Specifications section 19-3.02F(2).

The unit price shall also include all costs of over-excavation, removal and disposal of the materials to accommodate the bedding material.

Also specifically included in the unit price bid for this item is the cost for compaction testing services as required by the right-of-way Authority.

Payment: “Sand Pipe Bedding” shall be made at the cubic yard price indicated in the Bid Sheet.

Bid Item No. 28 - Aggregate Base Backfill – Class 2: The unit price bid per cubic yard for imported aggregate base backfill shall constitute complete compensation for materials, work, labor, and equipment necessary to furnish and place the backfill material as specified, to the extent and depth as indicated in the drawings or as directed by the City.

The unit price shall also include all costs of over-excavation, removal and disposal of the materials to accommodate the backfill.

Also specifically included in the unit price bid for this item is the cost for compaction testing services as required by the City.

Payment: “Aggregate Base Backfill – Class 2” shall be made at the cubic yard price indicated in the Bid Sheet.

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Bid Item No. 29 - Water Pipe Concrete Shock Pad: The per linear foot price bid for Water Pipe Concrete Shock Pad shall constitute complete compensation for materials, work, labor, and equipment necessary to excavate, form, provide and prepare reinforcement, pour, protect in place, and cure a concrete shock pad over the new water pipe, complete in place, as shown in the drawings or as directed by the City when 30” minimum cover cannot be maintained over the water pipe.

Also included in this item are any asphalt reinforcement geotextile required when necessary as shown in the Standard Details.

Payment: “Water Pipe Concrete Shock Pad” shall be made at the per linear foot price indicated in the Bid Sheet.

Bid Item No. 30 - Abandon Existing Valves and Water Main: The lump sum price bid for Abandon Existing Valves and Water Main shall constitute complete compensation for materials, work, labor, and equipment necessary to cap, fill and abandon the unused water pipe in accordance with local requirements and the contract documents.

Payment: “Abandon Existing Valves and Water Main” shall be made at the lump sum price indicated in the Bid Sheet.

Bid Item No. 31 - Excavation Safety Measures: Excavation Safety Measures shall conform to Section 5-7 Safety of SSPWC.

Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs of providing a safe work site for public and workers as required to complete the work in place.

Payment: “Excavation Safety Measures” shall be made at the lump sum price as indicated in the Bid Sheet.

Bid Item No. 32 - Soil Sampling if Hazardous Soil is Encountered (As Needed Only):

Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for coring into the existing asphalt, taking soil samples, sample analysis, preparation of an analysis report, and all other work items as required to complete the work in place.

Soil sampling and testing shall be done by a qualified environmental consultant. Contractor shall prepare a soil sampling plan only after possible hazardous soil is found. Soil samples will only need to be collected if the soil excavated has apparent soil contamination or odor as confirmed by the Inspector assigned by the City. If soil contamination is encountered, then the Contractor shall analyze for the following constituents:
• Total Petroleum Hydrocarbons GRO/DRO/ORO (EPA Method 8015B) • Volatile Organic Compounds (EPA Method 5035/8260B)
• Cam 17 Metals (6010B/7196A/7471A)
• WET STLC (EPA Method 6010B)

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The above shall comply with the guidelines of the California Regional Water Quality Control Board included in Appendix VIII.

Payment: “Soil Sampling if Hazardous Soil is Encountered (As Needed Only)” shall be at the unit price bid per each. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, lab testing, and incidentals, and for doing all work involved in “Soil Sampling if Hazardous Soil is Encountered (As Needed)”. Unit price per each covers 4 tests for each soil sample.

Bid Item No. 33 - NBR Gaskets if Hazardous Soil is Encountered (As Needed Only):

Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering, installing, and all other work items as required to complete the work in place. If contaminated soil is encountered, the Contractor shall install Nitrile Butadiene Rubber (NBR) gaskets at every joint along the pipeline where contamination was encountered including an additional 25 feet before and after the area of contamination.

Payment: “NBR Gaskets if Hazardous Soil is Encountered (As Needed Only)” for providing and installing NBR gaskets shall be at the unit price bid per each. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, lab testing, and incidentals, and for doing all work involved in “NBR Gaskets if Hazardous Soil is Encountered (As Needed Only)”
Bid Item No. 34 - Excavation, Haul Away and Disposal of Hazardous Soil if Encountered (As Needed): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for sawcutting, excavation, haul away, disposal, special handling requirements, hazardous dump fees, and all other work items as required to complete the work in place.

Payment: “Excavation, Haul Away and Disposal of Hazardous Soil if Encountered (As Needed)” shall be at the unit price bid per cubic yard. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Excavation, Haul Away and Disposal of Hazardous Soil if Encountered (As Needed)” including disposing of material removed, and no additional compensation will be allowed.

Bid Item No. 35 - Import, Place and Compact Crushed Aggregate Base if Hazardous Soil is Encountered (As Needed Only)”: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering, placing, compacting, grading, testing, and all other work items as required to complete the work in place.

Payment for “Import Place and Compact Crushed Aggregate Base if Hazardous Soil is Encountered (As Needed Only)” shall be at the unit price bid per cubic yard. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Import Place and Compact Crushed Aggregate Base if Hazardous Soil is Encountered (As Needed Only)” including importing, grading and compacting, and no additional compensation will be allowed.7-4.3 MARKUP. Add the following to the Standard Specifications:

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The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel. These costs shall not be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.

Replace the subsection of the Standard Specifications with the following:
7-4.3.1 Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the mark-up for all overhead and profit, which shall be deemed to include all items of expense not specifically designated as cost or equipment rental in Subsections 7-4.2.1, 7-4.2.2, and 7-4.2.3.

Labor 20
Materials 15
Equipment Rental 15
Other Expenditures 15
To the sum of the costs and markups provided for in this subsection, one (1) percent shall be added as compensation for bonding.
7-4.3.2 Work by Subcontractor. When any part of the extra work is performed by a subcontractor, the markup established in 7-4.2.1 shall be applied to the subcontractor’s actual cost of such work. A markup of ten (10) percent on the first $5,000 of the subcontracted portion of the extra work and a mark-up of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

The markups specified in parts (a) and (b) above shall be considered as including, but not limited to, the Contractor’s labor costs for personnel not working directly on the extra work, including the cost of any tools and equipment that they may use. Such costs shall not be reported as labor or equipment costs elsewhere except when they are actually used in the performance of the extra work. Labor costs shall in that case be reported for the labor classification corresponding to the type and nature of extra work performed.

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PART 2 - CONSTRUCTION MATERIALS
SECTION 200- ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General. Replace the entire subsection of the Standard Specifications with the following:

Untreated base for pavement, curb, gutter, cross gutters, bus pads, hardscape and other improvements shall be Crushed Aggregate Base conforming to 200-2.2.

SECTION 203 – BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT
203-3.1 General
[Add the following subsection to the Standard Specifications:] Tack Coat shall be SS-1h type.
203-6 ASPHALT CONCRETE
The asphalt pavement class and grade shall be:
4” AC Base Course and Level Course:
o Type B-PG 64-10 with a ¾” maximum aggregate mixture
2” AC Wearing Surface:
o Type B-PG 64-10 with a ½” maximum aggregate mixture
SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND

PAVEMENT MARKERS
All striping and markings on this project shall be thermoplastic per Section 214-5. Striping layout shall be in accordance with the Signing and Striping Plans.

Additionally, all existing striping that falls within the jurisdictions of the City of Rolling Hills Estates that is affected by this project shall be refreshed to account for construction traffic to the satisfaction of the City of Rolling Hills Estates.

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PART 3 - CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
Add the following to the Standard Specifications:

Use of stompers and rock wheels will not be permitted for any portion of the compaction work within this project.

SECTION 302 – ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT
302.5.2.3 Tack Coat. Add the following to the Standard Specifications:

Tack coat shall be applied to all vertical and horizontal surfaces to be joined by new pavement.

Prior to the placement of asphaltic material on natural ground or compacted fill, the Contractor shall apply weed killer to the satisfaction of the Engineer.

Tack coat per Greenbook Section 302-5.4 shall be grade SS-1h emulsified asphalt conforming to the provision in Greenbook Section 203-3 “Emulsified Asphalt”. Tack coat shall be uniformly applied to all existing pavement surfaces, all contact surfaces of cold pavement joints, all manholes and all valve boxes prior to placing asphalt concrete. When placing asphalt concrete on rock base, a prime coat per Greenbook Section 302-5.3 of SC 250 liquid asphalt conforming to Greenbook Section 203-2 shall be required. Tack coat is to be included in the price paid for “Construct Asphalt Concrete” per the bid item and no separate payment will be made therefor.

SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION
303-5.7 Repairs and Replacements. Add the following to the Standard Specifications:

The Contractor shall be responsible to protect all new or existing concrete work from being etched, scratched or otherwise marked following replacement thereof. If new concrete work is marked, the Contractor shall replace it at its expense and no extra costs will be allowed.

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PART 4 – EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-1 GENERAL.

Add the following paragraphs to the Standard Specifications:

The Contractor shall be responsible to protect all new concrete work from being etched, scratched or otherwise marked or having wet slough material deposited thereon. If new concrete work is marked, the Contractor shall replace it at its expense in accordance with 303-5.7 of these special provisions.

The Contractor shall perform all private lawn, hardscape, and parkway restorations, (not included in the project plans) including restoration of irrigation systems and existing curb drains within five (5) days after the adjacent improvements have been constructed at his own expense.

Add the following section to the Standard Specifications:
400-1.3 PROTECTION OF EXISTING PAVEMENT SURFACES FROM TACK COAT AND OIL - When work requires the placement of a tack coat pursuant to Subsection 302.5.2.3, the Contractor shall protect existing pavement surfaces outside of the work limits from the spreading of tack coat and oil adhering to truck tires exiting work area. The protected area shall extend the full width of the street and be by either of the following methods: [ add the following to subsection to section 400-1].
1) The Contractor shall wet the existing pavement surface to a distance of ten (10) feet away from the work limit. The wetted area shall be maintained as such until placement of asphalt concrete pavement is completed; or
3) The Contractor shall provide a thin spreading of sand or rock dust material to a distance of five (5) feet away from the work limit. The sand or rock dust area shall be maintained as such until placement of asphalt concrete pavement is completed. The Contractor shall be responsible to remove the sand or rock dust immediately after the placement of asphalt concrete pavement is completed. 400-2 PERMANENT SURVEY MARKERS
The Contractor shall not disturb or destroy any existing monuments or benchmarks. If any survey monuments or benchmarks need to be removed and replaced, Contractor shall notify the Engineer prior to construction.

Before removing any monuments in preparation for construction, the Contractor’s licensed land surveyor will set at least four ties for each monument to be removed and replaced, all at Contractor’s expense. After construction, the Contractor will replace each monument using the aforementioned ties and file a corner record for each replaced monument, all at Contractor’s expense.

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SECTION 401 – REMOVAL
401-1 General. Replace the entire subsection of the Standard Specifications with the following:

Unless otherwise stated on the Plans or Specifications, all material removed from the Work shall become the property of the Contractor and shall be disposed of in a lawful manner.

Removals shall include, but not limited to, all excess excavation material, trees and plants, debris, interfering portions of curb, gutters, asphalt and PCC concrete pavements and sidewalks (including base, where applicable), and miscellaneous items as shown on the Plans. The Contractor shall conform to the following requirements:
1) The Contractor shall not start any removal work unless it is prepared to perform reconstruction work within 24 hours of the time removals were begun, unless otherwise approved by the Engineer.
2) The Contractor shall complete forming and pouring of PCC construction within five (5) working days following the removal of existing material at any location. 3) The Contractor shall not remove on-site improvements until it is prepared to construct the adjacent street section and shall promptly restore all such improvements as applicable, upon completion of the adjacent street work.

All concrete removed shall be hauled off the Work site no later than the calendar day following the day that the removal is performed.

Add the following to the Standard Specifications:
401-1.1 CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING.

GENERAL. Consistent with the City’s efforts to comply with the California Integrated Waste Management Act of 1989 (AB 939), the Contractor shall reduce, reuse, and/or recycle to the maximum extent feasible, the construction and demolition debris (debris) generated by this Contract hereby diverting the debris from disposal facilities, saving landfill space, and conserving virgin materials and natural resources.

RECYCLING SUMMARY. The Contractor shall file with the City Engineer, prior to the acceptance of the work, a Recycled Materials Certificate using the Recycling Summary form on Appendix I. The Recycled Materials Certificate shall list all recycled materials used in connection with work or delivered off-site for recycling. Certificate shall include for each recycled material type: a) Material description, b) Material quantity, c) Method of measurement, d) Material origination location, e) Material deposition location.

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SECTION 402 – UTILITIES
402-1 LOCATION. Add the following to the Standard Specifications:

The Contractor shall provide coordination with all the utility companies involved and shall provide protection from damage to their facilities. The Contractor shall be responsible for repair or replacement to said facilities made necessary by its failure to provide required protection. The Contractor is required to include utility requirements in the Construction Schedule per Section 6-1.

The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the CITY, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.

The Contractor shall utilize the services of "Underground Service Alert-Southern California" for utility locating in all public rights-of-way by calling 1-800-227-2600 at least 48 hours prior to any excavation.

The new piping shall go over or under the existing utilities as indicated on the plans. Where not indicated, the Contractor shall assume that the new piping will cross under the existing utility. The Contractor shall pothole existing utilities as shown on the plans, as directed by the Engineer or as deemed necessary by the Contractor. The cost of potholing herein specified shall be included in the prices paid for other items of work, and no additional compensation will be allowed.

Underground lines that are potentially hazardous such as oil company lines, natural gas mains, and electrical conduits will be carefully located by the owner as provided in the Standard Specifications. The Contractor shall take special precautions in determining the precise location and depth of these structures to ensure that they will not be damaged by its operations.
[Substitute the following for the last paragraph:]
Prior to starting construction, the Contractor shall be responsible to determine the location and depth of all utilities which have been marked by the respective owners and which may affect or be affected by its operations. The Contractor also shall determine the location and depth of each service connection, whether or not marked. Full compensation for such work shall be considered as included in the prices bid for other items or work. If a utility which was marked or a service connection is found to interfere with the work after construction has commenced, the Contractor shall be solely responsible for all costs of any delay and for any costs which could have been avoided if the Contractor had located the utility prior to start of construction.

The Contractor shall coordinate with Southern California Edison (SCE) for all work involving adjusting electrical utility manhole/vaults to grade. The Contractor shall be responsible for the costs of any permits as needed.

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Work in Chevron’s Easement
The Contractor must coordinate with the City to follow Chevron requirement specifications outlined in Appendix IX for any work done within Chevron’s easement. This includes not placing any equipment or materials in the easement except as needed to immediately perform work. Additionally, non-vibratory methods for compaction shall be used in the area of Chevron’s Easement. The Contractor must confirm the easement boundaries prior to the start of construction. The Contractor shall submit a list of proposed equipment for use within the easement to Chevron for review and approval to ensure compliance with Chevron’s specifications and to avoid potential damage or disturbances. 402-2 PROTECTION. Add the following to the Standard Specifications:

If, during construction, the Contractor damages a sewer lateral or water lateral, the Contractor shall be responsible to completely expose said lateral from the main line to the point of connection at private property to verify integrity of all joints to the satisfaction of the Engineer.

This shall not be considered to be extra work, and no extra costs shall be allowed.

Sewers, including lateral repairs, shall be constructed of Vitrified Clay Pipe, unless otherwise approved in writing by the Engineer.
[Add the following after the final paragraph:]
As noted in subsections 402-2.1, 402-2.2 and 402-2.3, utilities are classified and are to be handled in one of three ways by the Contractor in the course of performing the contract. 402-2.1 Noninterfering Utilities
Utilities that are not abandoned by the owner and do not physically interfere with the permanent work in its final location shall be supported, protected and maintained in place by the Contractor, and the Contractor shall be solely responsible for any damage, loss or injury, or death resulting from his/her failure to do so and the Contractor shall indemnify and hold harmless the City from any and all such consequences. Noninterfering utilities may, with the permission of the owner and the Public Works Director, be relocated still farther from the permanent work in its final location, but the Contractor shall not so consider, in submitting his bid, unless the relocation is shown on the plans.
402-2.2 Abandoned Utilities
Abandoned utilities are those portions of any utility which are no longer needed or desired by the owner and whose destruction is consented to by the owner and/or is permitted by notation on the plans. Abandoned utilities which physically interfere with the permanent work or with the construction thereof shall be removed by the Contractor and the Contractor shall be solely responsible for any damage, loss or injury, or death resulting from the removal and the Contractor shall indemnify and hold harmless the City from any and all such consequences.

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402-2.3 Interfering Utilities
Any utility shall be deemed an interfering utility (1) which physically occupies any part of the space to be occupied by the permanent work in its final locations, or (2) whose length within the theoretical width of excavation for the permanent work will exceed five times the width of the said theoretical excavation whether or not the utility physically interferes with the permanent work. Interfering utilities that are not abandoned by the owner shall be relocated so they won’t interfere with the permanent work in its final location. Such relocation will be performed by the owner or the City unless otherwise shown on the plans.

The Contractor shall exercise caution to prevent damage to or movement of the utilities while constructing the permanent work along and adjacent to the utilities.

Should any manhole extend within a trench excavation, the Contractor shall choose one of the following methods of construction and shall assume all responsibilities thereof:
1) Support and maintain the manholes in place during the construction of the permanent work in open cut.
2) Remove the shaft and maintain the base of the manhole in place until the backfill is placed and compacted; then reconstruct the manhole shaft. 3) Use another method of construction which has been submitted to and approved by the Engineer. All costs for the work pertaining to the manholes that might be found to extend partially within the excavation limits or any protective measures required due to the proximity of the manholes and the permanent work at these locations shall be absorbed in the prices bid for the various items of work. 402-2.4 Protection of Underground Hazardous Utilities. This Subsection shall apply to projects where there are underground utilities within the Work area which may be potentially hazardous if damaged. A hazardous substance shall be defined as one having the potential for an immediate disaster such as, but not limited to, gasoline, electricity, fuel oil, butane, propane, natural gas, chlorine or other chemicals.

Abandoned or inoperative utilities designed to carry hazardous substances, and unidentified or unknown utilities shall be considered hazardous until determined otherwise. Whenever the Contractor is directed by the Engineer to tap these lines, the Contractor shall provide personnel specialized in this work and payment therefore will be considered as extra work per 2-8 of these Special Provisions.

The Contractor shall comply with the following requirements when working around underground hazardous utilities:
1) The Contractor shall not trench or excavate within the area where a utility known to carry a hazardous substance exists until its location has been determined by

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excavation or other proven methods acceptable to the Engineer. The intervals between exploratory excavations or location points shall be sufficient to determine the exact location of the line. Unless otherwise directed by the Engineer, excavation for underground hazardous utilities shall be performed by the Contractor and paid for as specified per 402-1 of these Special Provisions. 2) If it is determined that the horizontal or vertical clearance between the utility known to carry hazardous substances and the construction limit is less than 300 mm (12 inches) (450mm (18 inches) if scarifying), the Contractor shall confer with its owner. Unless the owner elects to relocate the line or take it out of service, the Contractor shall not excavate until the line has been completely exposed within the limits of construction.
3) Once the physical location of the utility known to carry hazardous substances has been determined, the Contractor, in cooperation with and with the concurrence of the utility owner, shall determine how to protect and/or support the utility from damage before proceeding with the Work. 4) During all excavation and trenching operations, the Contractor shall exercise extreme caution and protect the utilities from damage.
5) The Contractor shall notify the Engineer, the public agency maintaining records for the jurisdiction in which the Project is located and the owner, if known, whenever previously unidentified or unknown underground utilities are encountered so that the location can be accurately established and made a part of permanent substructure records.

Full compensation for protecting underground hazardous utilities as specified or noted on the Plans shall be considered as included in the prices bid for the various items of work. 402-3 REMOVAL.
[Add the following to the Standard Specifications:]
It shall be the Contractor's responsibility irrespective of the notations on the plans to confirm or determine that a utility is to be abandoned before treating the same as an abandoned utility and shall assume all risks in so determining.
402-5 DELAYS DUE TO UTILITY CONFLICTS.
[Substitute the following of the Standard Specifications with:] The Contractor is responsible for notifying the City in time to prevent delays attributable to utility relocations or alterations. The Contractor shall not be entitled to damage or additional payment, nor shall it be entitled to standby time for men or equipment if such delay does occur. The Engineer will determine the extent of the delay attributable to such interferences, the effect of the delay on the project as a whole, and any commensurate extension of time.

Any failure of the City and/or utility company to accomplish relocations in a reasonable manner in light of the Contractor's operations (to the extent such operations would otherwise be feasible and in accordance with the contract and as disclosed to the City prior to the

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Contractor encountering any such utility) shall entitle the Contractor to an extension of contract time to the extent that, in the judgment of the Engineer, the Contractor's completion of the overall contract work has been delayed; however, the Contractor shall be entitled to no other remedy and, in submitting its bid, thereby, waives such other remedies, if any, unless the relocation delay is the result of arbitrary, capricious or malicious conduct by the City.
403 MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL - Add the following to the Standard Specifications:

All surface utility covers shall be located in the field prior to beginning any work on this project.

The Contractor shall remove existing concrete pads or collars that might interfere with the adjustment of the valve cover to the grade of the asphalt concrete surface. Any damage to existing utility systems or appurtenances by the Contractor shall be replaced at the Contractor's expense. The Contractor shall also be responsible for coordinating his work with the various utility agencies including notifying all surface utility agencies prior to performing any work that will affect their facilities.

Refer to Subsection 403-1.1 of these Special Provisions for adjustment of Los Angeles County Sanitation District manhole covers as well as other surface utility covers within the area to be paved or graded and to be set to finish grade by the Contractor. 403-1.1 LOS ANGELES COUNTY SANITATION DISRTICTS SEWER MANHOLE

ADJUSTMENT PROCEDURES (APPENDIX III)
When County Sanitation Districts (CSD) manholes must be adjusted to new grade, the work will be done by CSD in conjunction with the Contractor pursuant to the following procedures:

1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes.

2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover.
c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade. f. CSD will raise the manhole and set the frame and cover to final grade.

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g. The Contractor shall backfill and compact and complete the pavement around the manhole.

3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade.
b. Repeat steps e. through g. of Item 2 above.

The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.

PART 6 – TEMPORARY ACCESS CONTROL
600 – ACCESS
Add the following paragraphs to 600-1 GENERAL.
600 GENERAL.

The Contractor shall conform to the requirements for lane closures, detours, and barricades as stipulated in the Standard Specifications and these Special Provisions. Deviations from the requirements stipulated in the Special Provisions may be permitted upon written approval of the Public Works Director when such deviations are in the best interest of the City.

The Contractor shall notify the Public Works Department at (310) 325-7110, at least ten (10) working days in advance of closing or partially closing any street and comply with their requirements. In addition, the Contractor shall notify the Los Angeles County Sheriff’s Department, (310) 539 -1661 and Los Angeles County Fire Department at (310) 326-2461 at least two (2) working days in advance of such closing.

The entrance and exit of the Los Angeles County Sheriff’s Department located at 26123 Narbonne Ave, is a critical facility that requires open access to vehicles at all times.

Any disruptions to this access must be limited and in coordination with the City and the Sheriff’s Department. Contractor to stop work and allow access for Sheriff’s Department vehicles at all times. The Contractor shall follow the phasing plan illustrated in Appendix X when it comes to work near the Sheriff Station.

The Contractor shall install, maintain, and remove all temporary delineators, barricades, lights, warning signs and other devices necessary to control traffic as specified in the project plans, traffic control plans and these specifications. Materials for a temporary facility may be provided from new or used materials. If used materials are provided, they shall be sound, in good condition and otherwise meet the requirements of new materials. All traffic control devices shall be free of graffiti, and the Contractor shall be responsible to immediately clean and/or replace any device to the satisfaction of the Engineer.

Full compensation for furnishing, installing, maintaining, and removing the above traffic control devices shall be considered as included in the Contract Lump Sum Price for Traffic Control.

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Where streets in which improvements are being constructed are specified hereinafter to have lanes closed to traffic, it shall be understood that such closures shall apply only to the portions of such streets where construction is in progress.

After award of the contract, the Contractor shall submit to the City its proposed schedule for lane closure based on the Traffic Control Plan and comply with the requirements specified herein. This submittal shall be made sufficiently in advance (lane closure schedules MUST be submitted ten (10) days prior to closing the affected lane) of any rerouting or diversion of traffic by the Contractor to allow for a review of the Contractor's proposed traffic control by the Public Works Director.
600-2 VEHICULAR ACCESS.

The Contractor must facilitate access for residents at all times.

Upon receipt of Notice to Proceed, Contractor shall hand deliver notices with a description of the project to every resident (i.e., every door of every apartment/condo complex), condo association, and business on Narbonne Avenue between Pacific Coast Highway and the southern border of Lomita, including the Sheriff’s Department, notifying them of the upcoming project. This notice shall be reviewed and approved by the City before the Contractor distributes them.

When driveways are affected, the Contractor needs to hand deliver notices to affected residents and businesses within 100 feet, one (1) month prior, as well as a reminder closer to the time it will occur (i.e., at least forty-eight (48) hours prior). When the Contractor begins excavation of a residential driveway, safe access shall be provided within 4 hours and not later than the end of the same workday in which excavation began.

The Contractor shall be responsible to provide at least 48-hour written notice to each affected property before closing or partially closing any driveway or pedestrian access.

At least three (3) days prior to starting work in any location or any lane closure, the Contractor shall distribute written hand delivered notices to all homeowners and residents within 100 feet of the project that will be impacted by the work. The written notices shall be reviewed and approved by City before the Contractor sends them out.
1) The Contractor shall provide a minimum 1-inch-thick temporary asphalt surface for an access ramp or sidewalk if it is not able to install the permanent improvement within 5 working days following the removal of the existing material at any location. The offset at any transverse or longitudinal joint shall not be more than one-half (1/2) inch. On the temporary asphalt surface: the running slope shall not exceed 1:20; the cross slope shall not exceed 1:50. The Contractor shall not be allowed any additional compensation for the installation and removal of temporary asphalt.

Should any change in these requirements be necessitated by extraordinary occurrences or requirements during the execution of the Work, the Contractor shall obtain prior written approval of the Engineer.

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601-2 TEMPORARY TRAFFIC CONTROL PLAN - The Contractor shall prepare traffic control plans signed by a registered civil or traffic engineer in the State of California and submit to the City for approval at or prior to the pre-construction meeting. The Contractor hereby understands and agrees that failure to adhere to, or deviation from, the approved traffic control plans, without prior approval of the Engineer, shall constitute a breach of Contract.

The Engineer shall prepare the traffic control plans that are within Caltrans right-of-way and shall be submitted to Caltrans for permit approval. However, if the Contractor has any changes, then approval from Caltrans and the City must be requested prior to the start of any work.

Traffic Control plans need to be approved by the City for work within the City of Lomita right-of way, and by both the City and Caltrans for the work within Caltrans right-of-way. Traffic Control plans that include work or placement of traffic control devices in the Rolling Hills Estates right-of-way need to be approved by both the City of Lomita and the City of Rolling Hills Estates.

Full compensation for complying with the submittal requirements, furnishing, placing and removing traffic control shall be on a lump sum basis per the Contract Lump Sum price. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES
Add the following to this section:
601-3.5.1 General.

PROJECT CONSTRUCTION SIGNS - The Contractor shall furnish and install signs at locations to be determined by the Engineer. The signs shall be in accordance with City of Lomita Standard Plan No. ST503.

Full compensation for furnishing, installing, maintaining and removing signs shall be on a lump sum basis as part of the Traffic Control Bid Item.

Change the third paragraph with the following section:
601-3.5.1 General.

TEMPORARY “NO PARKING" SIGNS - The Contractor is responsible to post "Temporary No Parking" signs at least seventy-two (72) hours in advance of the first date of work and the required enforcement. If work is to begin on either a Monday or Tuesday, the Contractor shall post the signs on a Friday. Each sign must include text indicating the beginning and end dates and the hours in effect. "Tow-Away" and "No Parking" must be shown on each sign face. If it is required to temporarily restrict parking 24 hours/day then "Tow-Away" and "No Parking Anytime" must be shown on each sign face. The signs shall be mounted on either 1” x 2” X 3’ high wood stakes, Type II barricades, or 39-inch high delineators. Signs shall be spaced at approximately 100’ intervals on the affected side(s) of the street. Signs shall not be posted on trees, traffic signal poles, utility poles, street lights, or any other street furniture.

Signs shall be professionally made of moisture-resistant, heavy-duty cardboard or other

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approved material. All signs shall be maintained by the Contractor and kept free of graffiti. Any sign that becomes illegible or is removed shall be replaced within twenty-four (24) hours. The Contractor shall only be permitted to restrict parking for the minimum time necessary to complete on-going work. The Contractor shall be responsible for removing and reposting "Temporary No Parking" signs when work will be delayed for more than five (5) consecutive days, or if the work must go beyond the end date shown on the signs, or otherwise directed by the Engineer.

The Contractor shall obtain approval for the signs and the placement thereof from the Engineer. Immediately after this approval and posting, the Contractor shall notify Los Angeles County Sheriff’s Department – Lomita Station, (310) 539-1661 for review and enforcement.

The parking restriction cannot be enforced until the signs have been in place 48 hours and the Police notified.

The Contractor shall maintain said signs through the day of work and shall remove all of said signs on or within one (1) calendar day of the completion of work within the restricted parking area.

Full compensation for furnishing, placing, maintaining and removing temporary signs shall be considered as included in the Contract Lump Sum Price for Traffic Control. 601-3.7.5 PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)
Replace the first paragraph of this section with the following:

The Contractor shall furnish and install four (4) Portable Changeable Message signs (PCMS) on the construction site for use during construction of the project and including two weeks prior to the start of construction. There should be one PCMS on Palos Verdes Drive East heading towards Narbonne Ave, one PCMS southbound on Narbonne Ave before PCH, one on westbound PCH, and one on eastbound PCH. Each PCMS shall be manufactured by Solar Tech and be model MB2 (contact BC Rentals at (714) 279-6868 for information). The Contractor shall install a locking device on each PCMS to prohibit access to the computer keyboard. The Contractor shall provide to the Engineer the key or combination to each locking device and the computer password to each PCMS OR possess any equipment, on any working day, to enter or modify a message for each PCMS as directed by the Engineer.

Contractor shall relocate each PCMS as directed by Engineer at no additional cost to the City.

The Contractor must coordinate with Caltrans prior to PCMS placement on PCH for approval.

The Contractor must coordinate with Rolling Hills Estates prior to PCMS placement on Palos Verdes Drive East for approval.

Full compensation for furnishing, installing, maintaining and removing PCMS shall be on a lump sum basis as part of the Traffic Control Bid Item. 601-4 TEMPORARY TRAFFIC STRIPING AND PAVEMENT MARKINGS - Temporary pavement markers/striping shall be provided by the Contractor prior to leaving the Work site.

These temporary markings shall be as follows:

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All temporary striping and signs shall be maintained, or replaced as necessary by the Contractor, until permanent striping is restored.

All costs associated with the above requirements shall be included in the Contract Lump Sum Price for Traffic Control.

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APPENDIX I

CONSTRUCTION AND DEMOLITION

DEBRIS RECYCLING SUMMARY

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CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING SUMMARY
Project Type:

Project Name: _________________________________________________ Date: ______________________ City Contract No. ___________________________________________________________________________ Project Location: ___________________________________________________________________________ Thomas Guide Page/Grid No(s): ______________________________________________________________ Contractor Name: __________________________________________________________________________ Contractor Address: ________________________________________________________________________ Contractor License #: _______________________________________________________________________ Project Duration: From: _____________________________ To: _______________________________ Demolition and Recycling Cost: $_______________________________________________________ Type(s) of Debris
Generated
Total
Quantity
Generated
(tons, c.y.
or units)
Reuse / Recycling Disposal
Total
Quantity
(tons, c.y.
or units)
Name of
Reuse/Recycling
Facility/Site
Total
Quantity
(tons, c.y.
or units)
Name of
Disposal Facility
Asphalt
Brick
Concrete
Green Waste
Metal (ferrous)
Metal (non-ferrous)
Mixed Debris
Rock
Soil Wood Waste
Other:

Total
Notes:
• Other debris types may include, but are not limited to: Ash, Cardboard, Carpeting, Glass Gravel, Land Clearing Debris, Non-friable Asbestos, Paper, Plastic, Porcelain, Roofing Material, Sand and Tires. Attach additional sheets if necessary. • If the debris is taken to a transfer station solely for the purpose of reuse/recycling, then list the transfer station as the reuse/recycling facility/site.
• If the debris is taken to a transfer station solely for the purpose of transfer to a disposal facility, then list the transfer station as the disposal facility.

Prepared by ________________________________ Signature ___________________________________ Phone #: ____________ Roadway and/or Bridge/Structure Water/Sewer
Traffic Signal/Street Lighting Other _______________________

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APPENDIX II

CITY OF LOMITA

STANDARD PLANS

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FINAL SIGN LAYOUT WILL BE

PROVIDED AT PRECON MEETING

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APPENDIX III

LOS ANGELES COUNTY SANITATION

DISTRICTS SEWER MANHOLE

ADJUSTMENT PROCEDURES

EXHIBIT A
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DOC 301411 Rev. 09/2020
Non-LACDPW regrading and/or resurfacing projects in the LA Basin that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:

ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re-grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:

1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes.

2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole.
d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.

3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade. b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.

The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.

EXHIBIT A
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DOC 301411 Rev. 09/2020
LACDPW re-grading and/or resurfacing projects in the LA Basin that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:

ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE The Contractor shall notify the County Sanitation Districts (CSD) Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes. The Contractor shall furnish the cost in writing for adjusting or reconstructing each manhole in accordance with Sections 403-1, 301-1.7 and 302-5.9 of the Standard Specifications for Public Works Construction as amended by CSD. CSD will notify the Contractor within three (3) working days whether to proceed with the work at the price quoted, or that CSD will perform the work as the utility owner.

If the Contractor is authorized to proceed with the work, the following procedures shall be followed:

CSD will issue a purchase order in the amount of the written price. The Contractor shall proceed to adjust or reconstruct each manhole as the owner. CSD will provide inspection of the work at no cost to the Contractor.

After the work is completed and accepted by CSD, the Contractor shall invoice CSD for the cost. Payment will be made within thirty (30) days of the receipt of the invoice.

If CSD elects to adjust or reconstruct the manholes as the owner, the following procedures shall be followed:

The Contractor shall furnish and deliver to CSD a suitable temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft to a depth 6 inches below subgrade. The Contractor shall pave over the cover plate. The Contractor shall mark the location of the manhole that has been paved over. The Contractor shall remove the pavement over the manhole and the surrounding area and then remove the cover plate, including any construction debris that may have accumulated in the manhole. CSD will raise the manhole and set the frame and cover to final grade. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame (in unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap) and shall backfill and compact and complete the pavement around the manhole.

EXHIBIT A
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DOC 301411 Rev. 09/2020
Non-LACDPW re-grading and/or resurfacing projects in the Santa Clarita or Antelope Valley that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:

ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re-grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:

1. The Contractor shall notify CSD’s Superintendent of Maintenance at (661) 257-4809 a minimum of three (3) working days prior to the start of any work involving CSD manholes.

2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole.
d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.

3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade. b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.

The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.

EXHIBIT A
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DOC 301411 Rev. 09/2020
LACDPW re-grading and/or resurfacing projects in the Santa Clarita or Antelope Valley that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:

ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE The Contractor shall notify the County Sanitation Districts (CSD) Superintendent of Maintenance at (661) 257-4809 a minimum of three (3) working days prior to the start of any work involving CSD manholes. The Contractor shall furnish the cost in writing for adjusting or reconstructing each manhole in accordance with Sections 403-1, 301-1.7 and 302-5.9 of the Standard Specifications for Public Works Construction as amended by CSD. CSD will notify the Contractor within three (3) working days whether to proceed with the work at the price quoted, or that CSD will perform the work as the utility owner.

If the Contractor is authorized to proceed with the work, the following procedures shall be followed:

CSD will issue a purchase order in the amount of the written price. The Contractor shall proceed to adjust or reconstruct each manhole as the owner. CSD will provide inspection of the work at no cost to the Contractor.

After the work is completed and accepted by CSD, the Contractor shall invoice CSD for the cost. Payment will be made within thirty (30) days of the receipt of the invoice.

If CSD elects to adjust or reconstruct the manholes as the owner, the following procedures shall be followed:

The Contractor shall furnish and deliver to CSD a suitable temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft to a depth 6 inches below subgrade. The Contractor shall pave over the cover plate. The Contractor shall mark the location of the manhole that has been paved over. The Contractor shall remove the pavement over the manhole and the surrounding area and then remove the cover plate, including any construction debris that may have accumulated in the manhole. CSD will raise the manhole and set the frame and cover to final grade. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame (in unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap) and shall backfill and compact and complete the pavement around the manhole.

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APPENDIX IV

BUILD AMERICA, BUY AMERICA

REQUIREMENTS

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Build America, Buy America (BABA) Act
Construction Contract Language
The Contractor acknowledges to and for the benefit of the City of Lomita (“Owner”) and the Environmental Protection Agency (the “Funding Authority”) that it understands the goods and services under this Agreement are being funded with federal monies and have statutory requirements commonly known as “Build America, Buy America;” that requires all of the iron and steel, manufactured products, and construction materials used in the project to be produced in the United States (“Build America, Buy America Requirements”) including iron and steel, manufactured products, and construction materials provided by the Contactor pursuant to this Agreement. The Contractor hereby represents and warrants to and for the benefit of the Owner and Funding Authority:
(a) the Contractor has reviewed and understands the Build America, Buy America Requirements,
(b) all of the iron and steel, manufactured products, and construction materials used in the project will be and/or have been produced in the United States in a manner that complies with the Build America, Buy America Requirements, unless a waiver of the requirements is approved, and
(c) the Contractor will provide any further verified information, certification or assurance of compliance with this paragraph, or information necessary to support a waiver of the Build America, Buy America Requirements, as may be requested by the Owner or the Funding Authority.

Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit the Owner or Funding Authority to recover as damages against the Contractor any loss, expense, or cost (including without limitation attorney’s fees) incurred by the Owner or Funding Authority resulting from any such failure (including without limitation any impairment or loss of funding, whether in whole or in part, from the Funding Authority or any damages owed to the Funding Authority by the Owner). If the Contractor has no direct contractual privity with the Funding Authority, as a lender or awardee to the Owner for the funding of its project, the Owner and the Contractor agree that the Funding Authority is a third-party beneficiary and neither this paragraph (nor any other provision of this Agreement necessary to give this paragraph force or effect) shall be amended or waived without the prior written consent of the Funding Authority.

The full text for the BABA Act can be found in the link below:
https://www.epa.gov/cwsrf/build-america-buy-america-baba#bil

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APPENDIX V

CITY OF LOMITA QUALITY ASSURANCE

PROGRAM (QAP)

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QUALITY ASSURANCE PROGRAM (QAP)
City of Lomita
The purpose of this program is to provide assurance that the materials incorporated into the construction projects are in conformance with the contract specifications. This program should be updated every five years or more frequent if there are changes of the testing frequencies or to the tests themselves. To accomplish this purpose, the following terms and definitions will be used:

1. DEFINITION OF TERMS
• Acceptance Testing (AT) – Sampling and testing, or inspection, to determine the degree of compliance with contract requirements.
• Independent Assurance Program (IAP) – Verification that AT is being performed correctly by qualified testers and laboratories.
• Quality Assurance Program (QAP) – A sampling and testing program that will provide assurance that the materials and workmanship incorporated into the construction project are in conformance with the contract specifications. The main elements of a QAP are the AT, and IAP.
• Source Inspection – AT of manufactured and prefabricated materials at locations other than the job site, generally at the manufactured location.

2. VARIATIONS FOR PROJECTS ON OR OFF THE SHS
In addition to the guidelines outlined in this QAP, there may be additional requirements for projects that are located on the State Highway System (SHS).
• For projects on the SHS, then additional requirements set forth in the following documents apply:
- Caltrans Construction Manual (Construction Manual | Caltrans) - Construction Manual Supplement for Local Agency Resident Engineers (dot.ca.gov/-/media/dotmedia/programs/construction/documents/policies-procedures-publications/constructionmanual/cm-supplement-lare-a11y.pdf) - Local Agency Structure Representative Guidelines (Publications | Caltrans) - Independent Assurance Manual (Caltrans Engineering Manuals | Caltrans • For projects off the SHS, then the additional requirements mentioned above may or may not be adopted as part of the QAP. For projects off the SHS and on the National Highway System (NHS), the QAP must use the current Caltrans or Greenbook Standard Plans and Specifications. Tests methods used may be either CTM, ASTM, AASHTO, or other nationally recognized test methods, but must be specified in the contract documents.

3. MATERIALS ACCEPTANCE PROGRAM
This materials acceptance program addresses soils and aggregates and manufactured and fabricated materials.

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3.1 Acceptance of Unprocessed and Processed Soils and Aggregates The acceptance of processed and unprocessed soils and aggregates includes verification sampling, testing, and inspection, and, in special cases, may include the results of quality control sampling and testing. Examples of unprocessed materials include sand, rip rap, subgrade, and embankment and backfill materials. Examples of processed materials include aggregates, bases, PCC, and HMA. The goal is to ensure the quality of the soils and aggregates entering the project.

Generally, the contract will specify what criteria the material must meet, and what test method will be used to determine if the material met or failed the criteria; the QAP will specify the minimum number of samples to be taken and tests to be performed to ensure the material has met the criteria, and where the material will be sampled. Sometimes, the contract documents will specify the frequency and location of the sampling and testing, overriding the QAP.

3.2 Responsibilities of the Resident Engineer (RE)
The RE must ensure the correct criteria is used to determine if the material passed or failed. The passing criteria is found in the contract specifications, but in some cases, the specifications allow the contractor to submit mix designs which establish the criteria. For example, the contractor is allowed to submit gradation target values (TV) for HMA mix designs and chose X factors for concrete mix designs. Be sure mix designs are approved prior to work and that the lab and inspectors have been provided a copy of the approved mix design.

The RE must ensure the correct test method is used as specified in the contract. Verification and quality control testing must be performed in accordance with a recognized testing standard.

4. LIST OF TEST METHODS PERFORMED FOR PROJECTS

4.1 Testing and Sampling Frequency Tables
The RE must also ensure the minimum number of samples are taken and tests are performed as required by the adopted QAP’s Testing and Sampling Frequency Table. This list of test methods performed on projects is shown in Attachment 1. This list includes test frequencies and standards for a variety of construction materials such as hot mix asphalt, emulsions, aggregates, soil, cement, and concrete.

The RE can then go back and test additional samples to determine the exact limits of the failing material.

4.2 Test Data and Summary Logs
The RE must obtain test data and results from the lab in a timely manner and keep records of all samples and tests in the project files. The RE must keep a test results summary log for each test method performed more than once. Attachment 6 includes Caltrans Exhibit 16-Z2 which is used for logging the test data summary (test number, date sampled, test results etc.). The use of a summary log facilitates the review of material sampling and testing by Caltrans and FHWA reviewing personnel and assists the RE in tracking the frequency of testing.

4.3 Failing Test
Whenever failing tests occur, sufficient additional acceptance tests must be taken to isolate the affected work. Documentation of the results of such additional tests must be included in the records, including a description of the corrective measures taken. Corrective action or retesting of failing tests must be noted in the remarks column of the test summary log. Documentation of the reason that materials represented by failing tests were incorporated into the project must be in the project files.

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4.4 Mix Design Approval and Checking
Mix designs must be submitted by the Contractor and include the name of the material plant, the product name, a mix design ID number, and item of work in which it is to be used. The RE must review and approve the mix design in writing. A copy of the approved mix design must be placed in the files. Field inspectors must verify that the mix delivered to the job site matches the approved mix design. The inspector must place a check mark adjacent to the mix ID shown on the weigh tag and initial the tag.

Tags are to be collected at the point of delivery to the jobsite.

4.5 Acceptance of Minor Quantities of Materials without Testing Relatively minor quantities of construction materials may be accepted without testing provided the following 3 conditions are met:
• Visual examination of the material is performed.
• The manufacturer or supplier has recently furnished similar materials found to be satisfactory using normal sampling and testing requirements.
• The manufacturer (or supplier in the case of HMA or concrete) provides certification that the material furnished complies with the contract specifications.

The following list suggests approximate maximum quantities of materials that may be accepted under the conditions indicated above:
• Aggregates other than for use in Portland Cement Concrete; not to exceed 100 tons per day nor more than 500 tons per project.
• Bituminous mixtures (includes HMA); not to exceed 50 tons per day (sample at Engineer’s discretion if project total is less than 500 tons)
• Bituminous material (includes Asphalt); not to exceed 100 gallons per project. 4 ACCEPTANCE OF MANUFACTURED OR FABRICATED MATERIALS
The acceptance of manufactured and fabricated materials is most frequently based on one of the following 3 methods:

5.1 Source Inspection
Source inspection is the inspection, sampling, and testing of manufactured and prefabricated materials at locations other than the job site. It is most commonly performed on materials involving structural integrity or safety to the public, such as precast pre-stressed concrete members, structural steel, and poles for electrical systems. The purpose is to ensure that structural materials comply with contract requirements regarding raw materials, fabrication processes, personnel certification, and in-process quality control testing.

Source inspection is performed by the Local Agency, in this case the City of Lomita, or a qualified consultant hired on behalf of the local agency. Caltrans no longer provides source inspection services for projects off the SHS. Caltrans may provide source inspection for projects on the SHS if terms are detailed in a cooperative agreement or encroachment permit. Coordination shall be made with Caltrans Materials Engineering and Testing Services (METS).

5.2 Certificate of Compliance
The project specifications may permit the use of certain manufactured products, materials, or assemblies accompanied by a Certificate of Compliance (COC) prior to sampling and testing, provided these

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products, materials, or assemblies do not involve structural integrity or safety to the public. Additionally, these items must have a history of having met specifications based upon previous sampling and testing.

The manufacturer of the products, materials, or assemblies must sign the COC and state that the included materials and workmanship conform in all respects to the project specifications. The contract documents must specify which materials require the Contractor to submit a COC. The RE is responsible for ensuring that a COC is furnished with each lot of these materials delivered to the work site. Attached Exhibit 16-T1 and 16-T2 regarding materials requiring a COC per Caltrans and materials requiring a COC per the Greenbook respectively.

The COC must be furnished before the material is incorporated into the work and include:
- Project number
- Certified material lot number matching lot tags affixed or stenciled to the released materials - Manufacturer’s signature
- A statement that the material complies with the specifications of the contract.

All materials accepted on the basis of a signed COC must be documented in the inspector’s daily reports. Inspect the material upon arrival to be sure it meets the requirements of the specifications and is undamaged by shipping and handling before accepting. Manufactured products, materials, or assemblies used on the basis of a COC may be sampled again at the job site and tested at any time during the life of the contract. Items found not in conformance with contract requirements must be rejected whether in place or not. A COC for each item must be kept in the RE’s file.

5.3 Materials Requiring Buy America Certification
Iron and steel, manufactured products, and construction materials permanently incorporated into the project must comply with Buy America requirements per 23 CFR 635.410 and Section 70914 of the Build America, Buy America (BABA) Act. All steel and iron products must be delivered with a COC stating all manufacturing processes involved in the production of the products occurred within the United States. These processes include rolling, extruding, machining, bending, grinding, drilling, coating, welding and smelting.

In addition to the COC requirements mentioned earlier in this section, a Buy America COC must also include the mill markings or heat numbers. All manufacturing processes for construction materials as defined in 2 CFR 184.6 must occur in the United States. Contractors must provide certificates of compliance with each project delivery for all construction materials used for the projects. Manufacturer's certificate of compliance must identify where the construction material was manufactured and attest specifically to 2 CFR 184.6. Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.

The Buy America requirements apply to the entire construction contract if any federal-aid money has been authorized for any phase of the project, not just the construction phase. This policy is applicable to all phases of a project (such as design, environmental, right-of-way, or construction) covered under the National Environmental Policy Act (NEPA) document, regardless of the funding sources. Therefore, the project documents cannot circumvent the Buy America requirement by declaring that the material is being paid for with the non-federal portion of the funding.

Buy America does not apply to temporary materials not permanently incorporated into the project such as temporary steel used in falsework, sheet piling, or shoring. Buy America requirement does not apply to recycled steel nor pig iron and processed, pelletized, and reduced iron ore manufactured outside the

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United States. A minimal use of foreign iron and steel is allowed provided that the total cost of iron and steel products as delivered to the project site is less than $2,500 or 0.1 percent of the total contract amount, whichever is greater. The RE must track the amount of incorporated foreign steel and iron as the work proceeds to ensure that the minimal use threshold amount is not exceeded at any point in the contract. Once the cumulative value reaches the minimum threshold limit, then all additional installed materials must be of domestic origin. Supporting documentation for this minimal use must be on file in the project records (i.e., invoices, including the cost of transportation). After-the-fact discoveries of non-domestic materials incorporated in the project are not considered Buy America waivers.

6. PROJECT CERTIFICATION
Upon completion of a Federal-aid project, a “Materials Certificate" shall be completed by the Resident Engineer. The Agency shall include a “Materials Certificate” in the Report of Expenditures submitted to the Caltrans District Director, Attention: District Local Assistance Engineer. A copy of the “Materials Certificate” shall also be included in the Agency’s construction records. The Resident Engineer in charge of the construction function for the Agency shall sign the certificate. All materials incorporated into the work which did not conform to specifications must be explained and justified on the “Materials Certification”, including changes by virtue of contract change orders. See attached Exhibit 17-G.

7. MATERIALS LABORATORY
The AGENCY will partner with a certified third-party consultant materials laboratory to perform AT on Federal-aid and other designated projects. The materials laboratory shall be under the responsible management of a California registered Engineer with experience in sampling, inspection and testing of construction materials. The Engineer shall certify the results of all tests performed by laboratory personnel under the Engineer’s supervision. The materials laboratory shall contain certified test equipment capable of performing the tests conforming to the provisions of this QAP.

The materials laboratory used shall provide documentation that the laboratory complies with the following procedures:

7.1 Laboratory Certification of Qualifications
• Possess a current certificate of qualification
• Maintain their laboratory testing equipment in accordance with recognized national calibration standards.
• Be under the responsible engineering management of a California registered Professional Engineer with experience in inspection and testing of construction materials. The Engineer must certify the results of all tests performed by laboratory personnel under his or her supervision.

7.2 Correlation Testing Program – The materials laboratory shall be a participant in one or more of the following testing programs:
• AASHTO Materials Reference Laboratory (AMRL)
• Cement and Concrete Reference Laboratory (CCRL)
• Caltrans’ Reference Samples Program (RSP)

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7.3 Certification of Personnel
The materials laboratory shall employ personnel who are certified by one or more of the following:
• Caltrans District Materials Engineer
• Nationally recognized non-Caltrans organizations such as the American Concrete Institute, Asphalt, National Institute of Certification of Engineering Technologies, etc. • Other recognized organizations approved by the State of California and/or recognized by local governments or private associations. • The Joint Training and Certification Program (JTCP) was established by Caltrans, LPAs, and industry to make the certification process more efficient and to obtain consistent, reliable quality testing. The JTCP offers training and certification in hot mix asphalt, soils and aggregates, and Portland cement concrete.

7.4 Laboratory and Testing Equipment
The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated at least once each year. All testing equipment must be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the last calibration. All testing equipment calibration decals shall be checked as part of the IAP.

If applicable, All LPA’s and/or consultant’s nuclear gauges must be calibrated on National Institute for Standards and Technology (NIST) traceable blocks and have current calibration stickers.

8. INDEPENDENT ASSURANCE PROGRAM (IAP)
IAP shall be provided by personnel from Caltrans, the Agency’s certified materials laboratory, or consultant’s certified materials laboratory. IAP will be used to verify that sampling and testing procedures are being performed properly and that all testing equipment is in good condition and properly calibrated.

IAP personnel shall be certified in all required testing procedures, as part of IAP, and shall not be involved in any aspect of AT.

IAP shall be performed on every type of materials test required for the project. Proficiency tests shall be performed on Sieve Analysis, Sand Equivalent, and Cleanness Value tests. All other types of IAP shall be witness tests.

Poor correlation between acceptance tester’s results and other test results may indicate probable deficiencies with the acceptance sampling and testing procedures. In cases of unresolved discrepancies, a complete review of AT shall be performed by IAP personnel, or an independent materials laboratory chosen by the Agency. IAP samples and tests are not to be used for determining compliance with contract requirements. Compliance with contract requirements is determined only by AT.

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9. REPORTING ACCEPTANCE TESTING RESULTS
The following are time periods for reporting material test results to the Resident Engineer:
• When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 24 hours after sampling.
• When materials are sampled at the job site, test results for compaction and maximum density should be submitted to the Resident Engineer within 24 hours after sampling. • When soils and aggregates are sampled at the job site:
(1) Test results for Sieve Analysis, Sand Equivalent and Cleanness Value should be submitted to the Resident Engineer within 72 hours after sampling. (2) Test results for “R” Value and asphalt concrete extraction should be submitted to the Resident Engineer within 96 hours after sampling.

When sampling products such as Portland Cement Concrete (PCC), cement-treated base (CTB), hot mix asphalt (HMA), and other such materials; the time of such sampling shall be varied with respect to the time of the day insofar as possible, in order to avoid a predictable sampling routine. The reporting of AT results, if not performed by the Resident Engineer’s staff, shall be done on an expedited basis such as by fax or telephone.

10. PROJECT RECORDS
All material records of samples and tests, material releases and certificates of compliance for the construction project shall be incorporated into the Resident Engineer’s project file. If a Federal-aid project:
• The files shall be organized as described in Section 16.8 “Project Files” of the Local Assistance Procedures Manual.
• It is recommended that the complete project file be available at a single location for inspection by Caltrans and Federal Highway Administration (FHWA) personnel. • The project files shall be available for at least three years following the date of final project voucher. • The use of a “Log Summary,” as shown in Attachment 5 of the QAP Manual , facilitates reviews of material sampling and testing by Caltrans and FHWA, and assists the Resident Engineer in tracking the frequency of testing.

When two or more projects are being furnished identical materials simultaneously from the same plant, it is not necessary to take separate samples or perform separate tests for each project; however, copies of the test reports are to be provided for each of the projects to complete the records.

The record retention period for the non-federal entities for financial purposes is three (3) years and this QAP asserts that project records shall be maintained for 3 years accordingly.

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APPROVED BY: 94397, 3/31/25
(Signature) (CE# and Expiration Date)
NAME: Frederic Aboujaoude DATE: 4/4/24
TITLE: Principal Engineer City of Lomita, Los Angeles
(City/ County of (name)

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Attachment 1 - Acceptance Sampling and Testing
Frequencies
Note: It may be desirable to sample and store some materials. If warranted, testing can be performed at a later date.

Portland Cement (Hydraulic Cement)
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Cement/fly ash 8-lb. sample If possible, take a least one sample per job, even if ASTM D75, Standard for sampling hydraulic cement or (Sampling only) the material is accepted based on a Certificate of C494 fly ash.

Compliance. CT 125
AASHTO
T127,
M85, M295
Cement 8-lb. sample If the product is accepted based on a Certificate ASTM C109 If testing appears warranted, fabricate six (Testing Only) of Compliance, testing is not required. If the product CT 515 2-in. mortar cubes using the Portland (or is not accepted using a Certificate of Compliance, AASHTO hydraulic cement). Test for compressive test at least once per job. T106 strength.

Portland Cement Concrete (Hydraulic Cement Concrete)
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Aggregate for Hydrau- 50-lb. sample Take one aggregate sample for each 1000 cu. yd. of ASTM D75 Sample aggregate from belt or hopper lic Cement Concrete PCC/HCC concrete. Test at least one sample per CT 125 (random basis). (Sampling & job. AASHTO M6,
Testing) T2,
M80
Water Take a two-quart sample If the water is clean with no record of chlorides or CT 405, CT If testing appears warranted, test for (Sampling & Testing) using a clean plastic jug sulfates greater than 1%, no testing is required. If 422, chlorides and sulfates. (with lining) and sealed the water is dirty do not use it. Test only when the CT 417 lid. Sample at the point chloride or sulfates are suspected to be greater than AASHTO R23 of use. 1%.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies ATTACHENT - 1

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Attachment 1 (continued)
Portland Cement Concrete (Hydraulic Cement Concrete) – Continued Materialsto be
Sampled or
Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description of Comments
Air Entraining
Admixtures
(Sampling &
Testing)
Take a one-quart sample
using a clean, lined
can or plastic bottle, if
liquid. If powder, take a

2.5 lb. sample.

If the product is accepted based on a
Certificate of Compliance, testing is not
required. Take one sample per job. Prior
to sampling, check with Caltrans (METS)
for acceptable brands and dosage rates.

ASTM C233
AASHTO M154,
T157, C260
If testing appears warranted, test for
sulfates and chlorides Admixtures with
sulfates and chlorides greater than 1%
should not be used.

Water
Reducers or Set
Retarders
(Sampling &
Testing)
If liquid, take a 1-qt.
sample using a clean
plastic can. If powder,
take a 2.5 lb. sample.

If the product is accepted based on a
Certificate of Compliance, no testing is
required. If not, test once per job. Prior to
using this product, please check with
Caltrans (METS) for acceptable brands
and dosage rates.

ASTM C494
AASHTO M194
If testing appears warranted, test for
sulfates and chlorides. Admixtures
with sulfates and chlorides greater than
1% should not be used.

Freshly-Mixed
Concrete
(Sampling)
Approx. 150lb. (or 1 cu.
ft.) near mixer discharge.

When tests are required, take at least one
sample for each 500 to 1000 cu. yd. of
PCC/HCC.

ASTM C172,
C685
CT 539
AASHTO T141,
M157
This describes a method to sample
freshly-mixed concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1 cu.
ft.) near mixer discharge.

On projects with 500 cu. yd., or more, test
at least one sample per job.

ASTM C143
AASHTO T119
This test determines the slump of the
freshly-mixed concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1 cu.
ft.) near mixer discharge
On projects with 500 cu. yd., or more, test
at least one sample per job.

ASTM C360
CT 533
This test determines the ball
penetration of the freshly-mixed
concrete.

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1 cu.
ft.) near mixer discharge
On projects with 500 cu. yd., or more, test
at least one sample per job.

ASTM C231
CT 504
AASHTO T152
This test determines the air content
of freshly-mixed concrete (pressure
method).

Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1 cu.
ft.) near mixer discharge
On projects with 500 cu. yd., or more, test
at least one sample per job.

ASTM C138
CT 518
AASHTO T121
This test determines the unit weight of
freshly mixed concrete.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

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Attachment 1 (continued)
Portland Cement Concrete (Hydraulic Cement Concrete) – Continued Materialsto be
Sampled or
Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Freshly-Mixed
Concrete
(Testing)
Approx. 150 lb/ (or 1 cu. ft.)
near mixer discharge
Fabricate at least two concrete cylinders
per project. Test for compressive strength
at least once for each 500 to 1,000 cu. yd.
of structural concrete.

ASTM C39
CT 521
AASHTO T22
This test is used to fabricate 6” x 12”
concrete cylinders. Compressive
strengths are determined, when
needed.

Freshly-Mixed
Concrete
(Testing)
Approximately 210 lb. of
concrete are needed to
fabricate three concrete
beams.

One sample set for every 500 to 1,000 cu.
yd. of concrete.

ASTM C78
CT 31
AASHTO T97 &
T23
This test is used to determine the
flexural strength of simple concrete
beams in third-point loading
Soils and Aggregates
Materialsto be
Sampled or
Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Aggregate
(Sampling)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM D75
CT 125
AASHTO T2
This test describes the procedures to
sample aggregate from the belt or
hopper (random basis).

Fine Aggregates
(Testing)
One 50-lb. sample
Take one sample for every 500 to 1,000
tons of materials. Test at least one
sample per project.

ASTM C128
CT 208
AASHTO T84
This test determines the apparent
specific gravity of fine aggregates for
bituminous mixes, cement treated
bases and aggregate bases.

Fine Aggregate
(Testing)
One 50-lb. sample
Take one sample for every 500 to 1,000
tons of materials. Test at least one
sample per project.

ASTM C128
CT 207
AASHTO T84
This test determines the bulk
specific gravity (SSD) and the
absorption of material passing the No.
4 sieve.

Coarse Aggregate
(Testing)
One 50-lb. sample
Take one sample for every 500 to 1,000
tons of materials. Test at least one
sample per project.

CT 206
This test determines the cleanness of
coarse aggregate.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

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Soils and Aggregates - Continued
Attachment 1 (continued)
Materialsto be
Sampled or
Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Coarse Aggregate
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM C127
CT 227
AASHTO T85
This test determines the specific
gravity and absorption of coarse
aggregate (material retained on the No.
4 sieve).

Soils and
Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM C136
CT 202
AASHTO T27
This test determines the gradation of
soils and aggregates by sieve analysis.

Soils and
Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM D2419
CT 217
AASHTO T176
This test determines the Sand Equivalent of soils and aggregates.

Soils and
Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM C117
AASHTO T11
This test determines the gradation for
materials finer that the No. 200 sieve
(by washing method).

Soils and
Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM D3744
CT 229
AASHTO T210
This test determines the Durability
Index of soils and aggregates.

Soils and
Aggregates
(Testing)
One 50-lb. sample Take one sample for every 500 to 1,000 tons of materials. Test at least one sample
per project.

ASTM D2844
CT 301
AASHTO T190
This test determines the Resistance
Value (R-) and expansion pressure of
compacted
materials.

Soils and
Aggregates
(Testing)
One random location for
every 2,500 sq. ft.

Take one sample for every 500 to 1,000
tons of materials. Test at least one sample
per project.

ASTM D2922
CT 231
AASHTO T238
This test determines field densities
using the
nuclear gage.

Soils and
Aggregates
(Testing)
One random location for
every 2,500 sq. ft.

Take one sample for every 500 to 1,000
tons of materials. Test at least one sample
per project.

ASTM D3017
CT 231
AASHTO T239
This test determines the water content
using the nuclear gage.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *220
Attachment 1 (continued)
Asphalt Binder
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Asphalt Binder
(Sampling)
One 0.5-gal. sample placed
in a clean, sealed can.

Sample once per job at the asphalt
concrete plant.

CT 125
ASTM D 979
AASHTO T 168,
T48
This procedure describes the proper method
to sample the asphalt binder.

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Sample once per job at the asphalt
concrete plant.

ASTM D92, D117
AASHTO T 48
This test determines the flash point of the
asphalt binder (by Cleveland open cup).

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D2872 &
D92
CT 346
AASHTO T240
&T48
This test determines the rolling
thin-film oven test (RTFO).

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D2042
AASHTO T44
This test determines the solubility of
asphalt material in trichloroethylene.

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D2171
AASHTO T202
This test determines the dynamic
viscosity, (absolute viscosity of
asphalt @ 140 degrees F by the
Vacuum Capillary Viscometer Poises).

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D5
AASHTO T49
This test determines the penetration of bituminous material @ 77 degrees F and percentage of original penetration from the residue.

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D113
AASHTO T51
This test determines the ductility of
asphalt @ 77 degrees F.

Asphalt Binder
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D2170
AASHTO T201
This test determines the kinematic
viscosity of asphalt @275 degrees F
(Centistoke).

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *221
Asphalt Binder - Continued
Attachment 1 (continued)
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Asphalt Binder
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000
tons of asphalt concrete placed.

ASTM D2171
AASHTO T202
This test determines the dynamic
viscosity. (absolute viscosity of
asphalt @ 140 degrees F by the
Vacuum Capillary Viscometer Poises).

Asphalt Binder
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000
tons of asphalt concrete placed.

ASTM D36
AASHTO T53
This test determines the softening point of
asphalt.

Asphalt Emulsified
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Emulsified Asphalt
(Sampling)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D140,
D979
CT 125
AASHTO T 40,
T168
This test describes the procedure to
sample the emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D244
AASHTO T59
This test determines the sieve
retention of emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D244
AASHTO T59
This test determines the weight per gallon
of emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D244
AASHTO T59
This test determines the penetration of the
emulsified asphalt.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed in
a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of
asphalt concrete placed.

ASTM D244
CT 330
AASHTO T59
This test determines the residue @ 325
degrees F evaporation of
emulsified asphalt.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *222
Divisi
Asphalt Emulsified - Continued
Attachment 1 (continued)
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D4402
AASHTO T201
This test determines the Brookfield
viscosity.

Emulsified Asphalt
(Testing)
One 0.5-gal. sample placed
in a clean, sealed can.

Obtain one sample at the asphalt
concrete plant for each 1,000 tons
of asphalt concrete placed.

ASTM D88
AASHTO T72
This test determines the SayboltFurol viscosity of emulsified asphalt @ 77 degrees F (seconds).

Hot Mix Asphalt (Asphalt Concrete) – Concrete
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Obtain one 30-lb. sample each Obtain one sample at the asphalt ASTM D75, D140, This test describes the procedure to Asphalt Concrete day of production concrete plant for each 5,000 tons D979 sample the asphalt concrete. (Sampling) of asphalt concrete placed. CT 125
AASHTO T 40, T168
Take one 4” x 8” core for every 500 ASTM D1188,
Asphalt Concrete 4” x 8” cores ft of paved roadway. D1560, D1561, This test determines the field density (Testing) D5361 of street samples.

CT 304
AASHTO T246, T247
ASTM D1188, This test determines the laboratory
Asphalt Concrete Obtain one 30-lb. sample for Obtain one sample for every five D1560, D1561, density and relative compaction of (Testing) each day of production cores taken. D5361 asphalt concrete.

CT 304
AASHTO T246, T247
This test determines the specific
Asphalt Concrete 4” x 8” cores Obtain one sample for every five ASTM D2726, gravity of compacted bituminous (Testing) cores taken. D1188, D5361 mixture
dense- graded or non-absorptive.
on of Local Assistance, Office of Procedures Development and Training ality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *223
Divisi
Hot Mix Asphalt (Asphalt Concrete) –Continued
Attachment 1 (continued)
Materialsto be
Sampled or
Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Asphalt Concrete
(Testing)
One 30-lb sample Obtain one sample for every 1,000
tons of asphalt concrete.

ASTM D1559
AASHTO T245
This test determines the resistance to
plastic flow of prepared mixes as
determined by the Marshall Method.

Asphalt Concrete
(Testing)
One 30-lb sample Obtain one sample for every 1,000
tons of asphalt concrete.

ASTM C117,
D2172 (use
Method B)
AASHTO T164
Thistest determinesthe screen analysis of
aggregates recovered from asphalt
materials.

Geotextile Fabric
(Placed Under
the Asphalt Concrete)
(Testing)
One 12 ft. x 3 ft. sample Obtain one sample per job. ASTM D4632 AASHTO M288
This test determines the weight per sq. yd.
and grabs strength of
geotextile fabrics.

Asphalt Concrete
(Testing)
Sample any test location
(random basis)
Obtain one sample for every 1,000
tons of asphalt concrete.

ASTM D2950
CT 375
Thistest determinesthe nuclear field
density of in-place asphalt concrete.

Asphalt Concrete
(Testing)
One 10-lb sample Obtain one sample during every day
of production.

ASTM D1560,
D1561
CT 366
AASHTO T246,
T247
This test determines the stability value of
asphalt concrete.

Slurry Seals
(Sample)
One 0.5 gal. sample in a clean,
dry plastic container.

Obtain one sample per truck ASTM D979
CT 125
AASHTO T 40,
T168
This test describes the procedure for
sampling the slurry seal.

Aggregate for
Slurry Seals
(Testing)
One 30-lb. sample. Obtain at least one sample per
project from the belt or hopper or
stockpile and test for Sand
Equivalent
ASTM D2419
CT 217
AASHTO T176
This test determines the Sand
Equivalent of aggregates.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *224
Slurry Seals
Attachment 1 (continued)
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Aggregate for Slurry
Seals
(Testing)
One 30-lb. sample. Obtain at least one sample per project from the belt, hopper, or stockpile and test for sieve
analysis of fine sand.

ASTM C117
AASHTO T11
This test determines the sieve
analysis of fine sand (gradation of
materials finer than No. 200 sieve by
wash grading).

Slurry Seals
(Testing)
One 0.5 gal. sample
in a clean, dry plastic container.

Test one sample per project and test for
Abrasion.

ASTM D3910 This test determines the Wet Track
Abrasion Test (2) (WTAT).

Steel
Materials to be
Sampled or Tested
Sample Size Sampling/Testing Frequency Typical Test
Methods
Description or Comments
Steel Strand
(Testing)
Sample strand at
various sizes.

This item may be accepted using a Certificate of
Compliance. Sample and test at least two steel
strands per job when a Certificate of Compliance
is not used.

ASTM A370,
A416, E328
AASHTO T244
This test determines the tensile
strength of uncoated seven-wire
stress-relieved strand for prestressed concrete.

Steel Rebar
(Testing)
Sample rebar at
various sizes.

This item may be accepted using a Certificate of
Compliance. Sample and test at least two steel
rebar per job when a Certificate of Compliance is
not used.

ASTM A615,
A370
AASHTO T244
This test determines the steel
reinforcement bar tensile strength
and bend capability.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *225
Attachment 1 (continued)
Materials Exceptions (Acceptance Testing)
Type of
Test
Description
of Work
Total Tests
Performed On
the Project
Number
of Failed
Tests
Action Taken
Slump Test Concrete
Sidewalk
8 1 When the measured slump exceeded the
maximum limit, the entire concrete load was
rejected.

Sand
Equivalent
Aggregate
for Structural
Concrete
10 1 The tested S.E. was 70 and the contract
compliance specification was 71 minimum.

However, the concrete 28-day compressive
strength was 4800 psi. The concrete was
considered adequate and no materials
deductions were taken.

Compaction Sub grade
Material
12 1 One failed test was noted. The failed area was
watered and reworked. When this was
completed, a retest was performed. The retest
was acceptable.

Compaction Hot Mix Asphalt12 1 One failed area was noted. It was reworked and retested. The second test met
specifications.

Division of Local Assistance, Office of Procedures Development and TrainingQuality Assurance Program (QAP) Manual for Use by Local Agencies

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *226
ATTACHMENT – 2
Exhibit 16-T1: Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *227

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Exhibit 16-T1: Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
6-1.04 BUY AMERICA
6-1.04B Crumb rubber COC
6-1.04C Steel and iron materials COC + cert. mill test reports 11-2 WELDING QUALITY CONTROL
11-2.03D Welding COC
12-3 TEMP. TRAFFIC CONTROL DEVICES
12-3.03A(3) Plastic traffic drums COC
12-3.20A(3) Type K temporary railing COC
12-3.23A(3) Attenuator COC
12-3.32A(3) Portable CMS COC
13-2 WATER POLLUTION CONTROL PROGRAM
13-9 TEMP. CONCRETE WASHOUTS
13-9.01C Fabric bags for gravel-filled bags COC
Plastic liner COC
13-10 TEMP. LINEAR SEDIMENT BARRIERS
13-10.01C Fiber rolls COC
Silt fence fabrics COC
Sediment filter bags COC
Foam barriers COC
Fabric for gravel-filled bags COC
16-2.03 TEMP. HIGH-VISIBILITY FENCES
16-2.03A(3) High-visibility fabric COC
18 DUST PALLIATIVES
18-1.01C Dust suppressant COC
Dust control binders COC
Fibers COC
20 LANDSCAPE
20-2 IRRIGATION
20-2.08A(3) Polyethylene pipe COC
Plastic pipe supply line COC
* For those materials requiring additional information on or with the COC, see specification. Page 1 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *228

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
20-3 PLANTING
20-2.08A(3) Sod COC
Soil amendment COC
20-5 LANDSCAPE ELEMENTS
20-5.03A(1)(c) Filter fabric COC + product data
20-5.03D(1)(c) Solidifying emulsion COC + product data & samples 20-5.04A(3) Wood mulch COC + sample & authorization
21-2 EROSION CONTROL WORK
21-2.01C(1) Straw COC
Weed-free straw COC + cert. of quarantine
Fiber COC

RECP COC
Fasteners COC
Hydraulically applied erosion control materials Submit records 21-2.01C(2) Compost Submit reports
21-2.01C(3) Seed Submit reports
21-2.01C(4) Tackifier COC
Bonded fiber matrix COC
24 STABILIZED SOILS
24-1.01C(1) Stabilizing agent COC + sample
24-3 CEMENT STABILIZED SOIL
24-3.01C Cement COC + sample
36-2 BASE BOND BREAKER
36-2.01C Base bond breaker COC
37 BITUMINOUS SEALS
37-1.01C Asphalt binder COC + test results
Asphalt emulsion COC + test results
37-3 SLURRY SEALS AND MICRO-SURFACINGS
37-3.01A(3) Asphaltic emulsion COC + samples & test results Polymer modified asphaltic emulsion COC + samples & test results Micro-surfacing emulsion COC + sample & test results
37-2.04 ASPHALT RUBBER BINDER CHIP SEALS
37-2.04A(3) Asphalt rubber binder ingredients COC + permits & submittals * For those materials requiring additional information on or with the COC, see specification. Page 2 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *229

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
37-5 PARKING AREA SEALS
37-5.01C Parking area seal material COC + sample & test results 37-6 CRACK TREATMENTS
37-6.01C Crack treatment materials COC or sample & test results 39-2 HOT MIX ASPHALT
39-2.01A(3)(f) Liquid antistrip COC + sample & production data 39-2.03A(3)(c) Crumb rubber modifier COC + test results Asphalt modifier COC + test results
39-2.05A(1)(c) Asphaltic emulsion COC + test results
40 CONCRETE PAVEMENT
40-1.01C(2) Tie bars COC
Splice couplers for threaded bars COC
Dowel bars COC
Tie bar baskets COC
Joint filler COC
Epoxy-powder coating COC
41 EXISTING CONCRETE PAVEMENT
41-5 JOINT SEALS
41-5.01C Liquid joint sealant COC + SDS & instructions
Backer rods COC + SDS & instructions
Compression joint seal COC + SDS & instructions
Lubricant adhesives COC + SDS & instructions
41-10 DRILL AND BOND BARS
41-10.01C Tie bars COC
Dowel bars COC
Dowel bar lubricant COC
Chemical adhesive COC
Epoxy powder coating COC
48-2 FALSEWORK
48-2.01C(1) Structural composite lumber COC + submittals 49-2 DRIVEN PILING
49-2.02A(3)(d) Steel pipe piles COC + tests & mill reports 49-2.03A(3) Structural shape steel piling COC + test reports * For those materials requiring additional information on or with the COC, see specification. Page 3 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *230

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
51 CONCRETE STRUCTURES
51-1.01C(3) Bonding materials COC or sample & authorization 51-2 JOINTS
51-2.01A(3) Polyethylene material for snowplow deflectors COC 51-2.02B(1)(c) Sealant COC + test reports & samples
51-2.02C(1)(c) Elastomeric joint seal COC + test reports Lubricant-adhesive COC + test reports
51-2.02D(1)(c) Joint seal materials COC + authorization 51-2.02E(1)(c)(iii) Joint seal assembly materials COC
51-2.02F(1)(c)(iv) Material used in the joint seals COC + test reports 51-2.04A(3) Waterstop material COC + a statement
51-3 BEARINGS
51-3.02A(3)(c) Elastomer for bearing pads COC + test reports 51-4 PRECAST CONCRETE MEMBERS
51-4.01C(1) Concrete box culvert COC
52 REINFORCEMENT
52-1.01C(3) Reinforcement (rebar) COC + mill test report 52-2 EPOXY-COATED REINFORCEMENT
52-2.02A(3)(c) Epoxy-coated reinforcement COC + submittals Patching material COC + a statement
52-5.01C(4) Headed bar reinforcement COC + test reports 52-6 SPLICING
52-6.01C(5) Service or butt splice material COC + submittals 54 WATERPROOFING
54-3 PREFORMED MEMBRANE WATERPROOFING
54-3.01C Preformed membrane sheet COC + report
54-5 DECK SEAL
54-5.01C Preformed membrane sheet COC + report
57-2 WOOD STRUCTURES
57-2.01A(3) Timber and lumber COC + report
Glued laminated timbers/decking COC
57-3 PLASTIC LUMBER STRUCTURES
57-3.01C(1) Plastic lumber COC + test report & sample
* For those materials requiring additional information on or with the COC, see specification. Page 4 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *231

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
58-2 MASONRY BLOCK
58-2.01C(7) CMUs COC
Aggregate for grout COC
Grout COC
59 STRUCTURAL STEEL COATINGS
59-1.01C Blast cleaning material COC + SDS
59-5 THERMAL SPRAY COAT STRUCTURAL STEEL
59-5.01C(1) Wire feedstock COC
60-3.04B POLYESTER CONCRETE OVERLAYS
60-3.04B(1)(c) Methacrylate resins COC + samples & test report Polyester resins COC + samples & test report
Aggregates COC + samples & test report
61-2 CULVERT AND DRAINAGE PIPE JOINTS
61-2.01C Joint systems COC + test results & reports
Couplers COC
64 PLASTIC PIPE
64-1.01C Plastic pipe COC + report
65-2 REINFORCED CONCRETE PIPE
65-2.01C RCP, direct design method COC + report
66 CORRUGATED METAL PIPE
66-1.01C Corrugated steel materials COC
Corrugated aluminum materials COC
67-3 METAL LINE PLATE PIPE
67-3.01C Metal liner plate pipe COC + mill test reports 68 SUBSURFACE DRAINS
68-1.01C Subsurface drain COC
68-2 UNDERDRAINS
68-2.01C Pipe COC
Tubing COC
Fittings COC
68-7 GEOCOMPOSITE DRAIN SYSTEMS
68-7.01C Geocomposite drain COC + flow capability graph * For those materials requiring additional information on or with the COC, see specification. Page 5 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *232

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
69 OVERSIDE DRAINS
69-1.01C Steel pipe piles COC
Aluminum COC
Plastic COC
70-6 GRATED LINE DRAINS
70-6.01C Grated line drains COC + docu. & inspec. report 71-3.09 MACHINE SPIRAL WOUND PVC PIPELINERS
71-3.09A(1)(c) Reel of PVC strip COC + report
72-16 GABIONS
72-16.01C Gabion basket COC
PVC coating COC + identify
75-3 MISCELLANEOUS BRIDGE METAL
75-3.01C(1) Anchorage devices COC
75-3.01C(2) BRIDGE DECK DRAINAGE SYSTEM
75-3.01C(2) Fiberglass pipe and fittings COC
80-3 CHAIN LINK FENCES
80-3.01C Protective coating system COC
Posts and braces COC + test results
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
81-2 DELINEATORS
81-2.01C Metal target plates COC
Enamel coating COC
81-3 PAVEMENT MARKERS
81-3.01C Pavement markers COC
82 SIGNS AND MARKERS
82-2 SIGN PANELS
82-2.01C Aluminum sheeting COC
Retroreflective sheeting COC
Screened-process colors COC
Nonreflective, opaque, black film COC
Protective overlay film COC
* For those materials requiring additional information on or with the COC, see specification. Page 6 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *233

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
82-5 MARKERS
82-5.01C Metal target plates COC
Enamel coating COC
Retroreflective sheeting COC
83-3 CONCRETE BARRIERS
83-3.01C Type 60K portable concrete barrier COC or test reports 84-2 TRAFFIC STRIPES AND PAVEMENT MARKINGS
84-2.01C Thermoplastic COC + autho., SDS & data sheet
Paint COC + autho., SDS & data sheet
Glass beads COC + autho., SDS & data sheet
Thermoplastic primer COC + test results

DIVISION X ELECTRICAL WORK
86-1.01C(6) Signal heads COC + test data
Visors COC + test data
87-2 LIGHTING SYSTEMS
87-2.01C High mast lighting luminaires COC + test data
90 CONCRETE
90-1.01C(3) Cementitious materials COC + app. signature Blended cement COC + app. signature
90-1.01C(4) Admixture COC + authorization
90-1.01C(5) Curing compound COC + test samples
90-2 MINOR CONCRETE
90-2.01C Minor concrete COC + weighmaster cert
90-3 RAPID STRENGTH CONCRETE
90-3.01C(3) Aggregate COC + certified weight
Cementitious materials COC + certified weight
Admixtures COC + certified weight
90-4 PRECAST CONCRETE
90-4.01C(2) and
90-4.01D(2)(a)
Cementitious materials COC + app. signature
Precast members (each) COC + app. signature
Curing compound COC + test samples
94 ASPHALTIC EMULSIONS
94-1.01C Asphaltic emulsion COC + reports
* For those materials requiring additional information on or with the COC, see specification. Page 7 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *234

Local Assistance Procedures Manual Exhibit 16-T1
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications Caltrans 2018 Standard
Specifications
Material Additional Info and/or
Attachments Required*
95 EPOXY
95-1.01C Epoxy COC
96 GEOSYNTHETICS
95-1.01C(1) Geosynthetic COC + test samples
* For those materials requiring additional information on or with the COC, see specification. Page 8 of 8 January 2021

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *235
ATTACHMENT – 3
Exhibit 16-T2: Materials Requiring a Certificate of Compliance per the Greenbook

EXHIBIT A
Tuesday, October 07, 2025 Reg CC MTG, Page *236

Local Assistance Procedures Manual Exhibit 16-T2
Materials Requiring a Certificate of Compliance per the Greenbook Greenbook 2018
Materials Requiring a Certificate of Compliance or Certified Test Reports Material Section # Section Title Additional Comments
1 4-5 Certificate of Compliance General Requirements
2 Weighing and Metering Equip. 4-7 Weighing and Metering Equipment Engineer to "approve" prior to operation. 3 Cement 201-1.21 Cement
4 Fly Ash 201-1.2.5.3 Fly Ash Specific language/info required on the COC.

Must also submit test data upon request.
5 Pozzolans 201-1.2.5.4 Class N Pozzolans Specific language/info required on the COC.

Must also submit test data upon request.
6 Joint Sealant , Type E 201-3.9 Test Report and Certification Specific language/info required on certified test reports. 7 Curing Compound 201--4.3 Test Report and Certification Must submit certified test report upon request. 8 Paving Asphalt 203-1.3 Test Report and Certification Specific language/info required on certified test reports. 9 Liquid Asphalt 203-2.2 Test Report and Certification Specific language/info required on certified test reports. 10 Microsurfacing Emulsion (MSE) 203-3.5 Certificate of Compliance With each load. Must also submit test data upon request. 11 Latex 203-10.2.2 Latex Specific language/info required on the COC. 12 Asphalt Rubber Hot Mix (ARHM) 203-11.2 Materials Must also submit test reports with the COC. 13 Crumb Rubber Modifier (CRM) 203-11.2.3.1 General (Crumb Rubber Modifier) Specific language/info required on the COC. 14 Treated Wood 204-2.4 Quality Control Specific language/info required on the COC. 15 Structural Steel , Rivets, Bolts, Pins
206-1.1.2 Certification Specific language/info required on certified test reports. 16 Gray Iron and Ductile Iron Castings 206-3.4.2.1 General (Tensile Testing) Must also submit test reports with the COC. 17 Gray Cast Iron Castings 206-3.4.2.2 Gray Cast Iron Castings Specific language/info required on the COC and must submit certified test results.
18 Ductile Iron Castings 206-3.4.2.3 Ductile Iron Castings Specific language/info required on the COC and must submit certified test results.
19 Corrugated Steel Pipe, pipe arches. 207-11.2.1 General (Materials)