Lomita City Council
September 15, 2026

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

LOMITA CITY HALL

COUNCIL CHAMBERS
24300 Narbonne Avenue
Lomita, CA 90717
Phone: (310) 325-7110
Fax: (310) 325-4024
Next Resolution No. 2026-49
Next Ordinance No. 901
AGENDA

REGULAR MEETING

LOMITA CITY COUNCIL
TUESDAY, SEPTEMBER 15, 2026
6:00 PM
In-Person Participation
Members of the public who wish to speak are requested to complete a speaker card and submit it to the City Clerk prior to the consideration of the item. Speaker cards are available at the entrance to the Council Chamber.

Remote Participation (Zoom Webinar)
Members of the public may observe and participate in the meeting remotely by joining Zoom Webinar using the meeting link or dial-in information provided below. https://us02web.zoom.us/j/81565553581?pwd=iLx4RjacZZngBr2yvVIig78eO6ZVPr.1 Webinar ID: 815 6555 3581 Passcode: 192195
Join by Phone: (669) 900 6833
To provide live comment, click the “Raise Hand” feature in Zoom (or press *9 if participating by phone) when the mayor announces the public comment period. When recognized, speakers will be unmuted and should state their name for the record before beginning their comments.

Public Comment Procedures
General Public Comment: Public comments on Consent Agenda Items or matters not listed on the agenda will be heard during Oral Communications.

Agenda Items: Public comment will be invited at the time each agenda item is considered.

Order of Speakers: Speakers participating in person and remotely will be called in the order requests are received.

Time Limits
Public comments are limited to three (3) minutes per speaker. A timer will be used to monitor each speaker’s allotted time.

Tuesday, September 15, 2026, Reg CC Mtg. Page 1
Lomita City Council Meeting Agenda September 15, 2026

Accessibility and Accommodations
In compliance with the Americans with Disabilities Act, if you require a disability-related modification or accommodation to participate in this meeting, please contact the City Clerk’s Office at least 48 hours in advance at 310-325-7110.

Technical Issues
If a disruption occurs that prevents public participation via Zoom, the City may recess the meeting until service is restored or take other actions consistent with applicable law.

City Council Meetings are streamed online at https://lomitacity.com/agendas-minutes/ No meeting of the Lomita Public Financing Authority will be held on this date.

Tuesday, September 15, 2026, Reg CC Mtg. Page 2
Lomita City Council Meeting Agenda September 15, 2026

1. OPENING CEREMONIES
a. Call Meeting to Order
b. Flag Salute
c. Invocation – Mayor Segawa
d. Roll Call
e. Closed Session Report – Trevor Rusin, City Attorney

2. APPROVAL OF AGENDA

3. PRESENTATIONS

CERTIFICATES OF RECOGNITION PRESENTED TO THE LOMITA YOUTH SPORTS

BASEBALL TEAMS

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-7g 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 July 21, 2026 Tuesday, September 15, 2026, Reg CC Mtg. Page 3
Lomita City Council Meeting Agenda September 15, 2026

RECOMMENDED ACTION: Approve minutes.
c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file the Warrants/Payroll Register. d. August 2026 Treasury and Investment Report
RECOMMENDED ACTION: Receive and file the Treasury and Investment Report. e. 2026 Local Agency Biennial Notice - Conflict of Interest Code RECOMMENDED ACTION: Receive and file the 2026 Local Agency Biennial Notice; Direct staff to post a public notice of intention to amend the conflict of interest code; and, Submit an amended conflict of interest code to the City Council for review and adoption at the November 17, 2026, City Council meeting.
f. Approve California Environmental Quality Act (CEQA) Determination for Street Reconstruction Project – Zone G Phases 3 & 4
RECOMMENDED ACTION: Approve the Street Reconstruction Project - Zone G Phases 3 & 4 and its design plans; determine that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Sections 15301, 15302, 15303, and 15304; and direct staff to file a Notice of Exemption. g. Approve California Environmental Quality Act (CEQA) Determination for Zone G Water Main Replacement Project
RECOMMENDED ACTION: Approve the Zone G Water Main Replacement Project and its design plans; determine that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to Public Resources Code Section 21080.21 and CEQA Guidelines Sections 15302 and 15303; and direct staff to file a Notice of Exemption.

8. SCHEDULED ITEMS
a. UPDATE ON LOMITA’S COMMUNITY SAFETY PROGRAMS, SERVICES AND THE COMMUNITY RELATIONS (CORE) SHERIFF’S DEPUTIES
Presented by Lina Hernandez, Assistant City Manager
RECOMMENDED ACTION: Receive and file the report regarding the City of Lomita’s Community Safety Programs and Services, and the Community Relations (CORE) Sheriff’s Deputies.

9. PUBLIC HEARINGS
None.

10. ADJOURNMENT
Tuesday, September 15, 2026, Reg CC Mtg. Page 4
Lomita City Council Meeting Agenda September 15, 2026

The next regular City Council meeting will be held on October 06, 2026, 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 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/agendasminutes.

Date Posted: September 10, 2026
_______________________________
Linda E. Abbott, CMC, Deputy City Clerk
Tuesday, September 15, 2026, Reg CC Mtg. Page 5

MINUTES OF THE

LOMITA CITY COUNCIL

REGULAR MEETING
TUESDAY, JULY 21, 2026

1. OPENING CEREMONIES
a. Call Meeting to Order
The regular meeting of the Lomita City Council was called to order by Mayor Segawa at 6:00 p.m. on Tuesday, July 21, 2026, in the Council Chambers at Lomita City Hall, 24300 Narbonne Avenue, Lomita, California.
b. Flag Salute
David Albert led the salute to the flag.
c. Invocation
Councilmember Uphoff gave the invocation.
d. Roll Call
PRESENT: Councilmembers Gazeley, Uphoff, Waronek, Mayor Pro Tem Waite, and Mayor Segawa

ABSENT: None

STAFF PRESENT: City Manager Vialpando, City Attorney Rusin, Assistant City Manager Hernandez, Deputy City Manager/Administrative Services Director Kamada, Public Works Director Fraley, Community and Economic Development Director Fernandez, Parks and Recreation Director Kelley, and Deputy City Clerk Abbott

2. APPROVAL OF AGENDA
Councilmember Uphoff made a motion, seconded by Councilmember Waronek, to approve the agenda.

MOTION CARRIED by the following vote:

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

3. PRESENTATIONS
(Presentations took place before item 2.)
Mayor Segawa, on behalf of the City Council, read a proclamation recognizing Sister City Takaishi, Osaka, Japan, for 45 years of friendship and 60 years as a city; and presented the Tuesday, September 15, 2026 Reg CC MTG, Page *6
City Council Regular Meeting Minutes
July 21, 2026

GFOA Certificate of Achievement for Excellence in Financial Reporting to Administrative Services staff.

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

Heidi Butzine, President/CEO of the Lomita Chamber of Commerce, spoke about Lemonade Day and an upcoming Chamber event.

Natalie Puga, Lomita resident, expressed displeasure in changes to the street sweeping schedule in her neighborhood, and the installation of related signage.

Kanda Puga, Lomita resident, expressed displeasure in changes to the street sweeping schedule in her neighborhood, and the installation of related signage. She also spoke about a fireworks citation she received five years ago.

George Kivett, Lomita resident, spoke in support of the Sister City program and he praised the new playground equipment at Lomita Park.

Wade Kelsey, Acting Assistant Chief of Division I at LAFD, introduced himself.

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE CITY

COUNCIL
Councilmember Waronek reported on the following:
• July 8 – Liability Trust Fund Meeting
• July 16 – National Night Out Meeting
• July 18 – California Contract Cities Association Board of Directors Meeting • July 28 – Special Dinner for Visiting Sister City Delegates at the Lomita-Harbor City Kiwanis Club
• August 1 – National Night Out
• Commented on his recent pilgrimage to Mexico
Councilmember Gazeley reported on the following:
• July 9 – L.A. County West Vector Control Meeting
• July 15 – L.A. County Sanitation District No. 5 Meeting Councilmember Uphoff reported on the following:
• July 8 – National League of Cities (NLC) Small Cities Council Meeting • July 9 – NLC Transportation and Infrastructure Services Meeting • July 10 – NLC Transportation and Infrastructure Services Meeting • July 10 – City of Lomita Summer Concert
• July 13 – South Bay Cities Council of Governments (SBCCOG) Steering Committee Meeting
• July 15 – L.A. County Library Commission Meeting
• July 16 – SBCCOG Leadership Meeting
• July 18 – Lemonade Day
Mayor Pro Tem Waite reported on the following:
• July 18 – Lemonade Day
Tuesday, September 15, 2026 Reg CC MTG, Page *7
City Council Regular Meeting Minutes
July 21, 2026

• July 11-18 – Esri International User Conference
Mayor Segawa reported on the following:
• July 10 – Employee Barbecue
• July 13 – Street Improvement Ad Hoc Committee Meeting • July 14 – Water Ad Hoc Committee Meeting
• July 16 – National Night Out Meeting
• July 18 – Lemonade Day

6. CITY MANAGER'S REPORT (information only)
City Manager Vialpando announced the soft opening of the new playground with ribbon cutting celebration on July 28 and National Night Out on August 4. He stated that emergency fixes will be put in place this week for the City Hall HVAC system. Permanent upgrades are to take place in early 2027.

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

Councilmember Gazeley made a motion, seconded by Councilmember Waronek, to approve consent agenda items 7a-7f, with item 7g pulled for separate discussion by Councilmember Uphoff.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waronek, Mayor Pro Tem Waite, and Mayor Segawa
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. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register c. June 2026 Treasure and Investment Report
RECOMMENDED ACTION: Receive and file the Treasury and Investment Report. d. Cancellation of the Regular City Council Meeting of August 4, 2026 RECOMMENDED ACTION: Cancel the regular meeting of the City Council on August 4, 2026, given the National Night Out community event and direct staff to post the required public notice of the meeting cancellation.

Tuesday, September 15, 2026 Reg CC MTG, Page *8
City Council Regular Meeting Minutes
July 21, 2026

e. Second Reading and Adoption of an Ordinance Updating Zoning Code Standards Related to Planned Residential Development, Division of Land, and Senior Housing and MultipleFamily Housing Development to Conform with the City’s Housing Element RECOMMENDED ACTION: Adopt Ordinance No. 895 and find the action to be categorically exempt from the California Environmental Quality Act.

ORDINANCE NO. 895 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA, APPROVING ZONING TEXT AMENDMENT NO. 2026-03 TO AMEND SECTIONS 11-1.15.02, 11-1.30.17 AND 11-1.30.14 OF LOMITA MUNICIPAL CODE TITLE XI (PLANNING AND ZONING) CHAPTER 1 (ZONING) AND LOMITA MUNICIPAL CODE TITLE XI (PLANNING AND ZONING) CHAPTER 2 (DIVISION OF

LAND), AND FINDING THE ACTION TO BE CATEGORICALLY EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT
f. Second Reading and Adoption of Ordinance Updating the Lomita Municipal Code Regarding Affordable Housing In-Lieu Requirements
RECOMMENDED ACTION: Adopt Ordinance No. 896 and find the action to be categorically exempt from the California Environmental Quality Act.

ORDINANCE NO. 896 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA, APPROVING ZONING TEXT AMENDMENT NO. 2026-04 TO REMOVE SECTION 11-1.43.07 OF LOMITA MUNICIPAL CODE TITLE XI (PLANNING AND ZONING) CHAPTER 1 (ZONING) AND FINDING THE ACTION TO BE

CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT

ITEM PULLED FOR SEPARATE CONSIDERATION
g. First Amendment to the Agreement with Acton Architecture for Architectural Design Services for the City Hall 2nd Floor Remodel Project
RECOMMENDED ACTION: Approve the First Amendment to Agreement No. 2026-06 with Acton Architecture for additional architectural and engineering design services for the City Hall Second Floor Remodel Project in the amount of $45,064 for extra design services for the City Hall HVAC system, for a revised total contract amount not to exceed $291,073.

City Manager Vialpando stated this amendment is to add the design component of the City Hall HVAC project to the larger potential second-floor conceptual design contract to ensure the HVAC improvements are coordinated with the City’s long-term planning for the future use of the second floor.

As there was no City Council discussion and there were no requests from the public to speak on this item, Mayor Segawa invited a motion.

Councilmember Uphoff made a motion, seconded by Councilmember Waronek, to approve the staff recommendation.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waronek, Mayor Pro Tem Waite, and Mayor Segawa
NOES: None
ABSENT: None
Tuesday, September 15, 2026 Reg CC MTG, Page *9
City Council Regular Meeting Minutes
July 21, 2026

8. SCHEDULED ITEMS
a. UPDATE ON THE CYPRESS WATER PRODUCTION FACILITY (CWPF) GRANULATED

ACTIVATED CARBON (GAC) PROJECT AND AUTHORIZATION TO REACTIVATE RECOMMENDED ACTION: Accept the recommendation by the Lomita Water Subcommittee to reactivate the Cypress Water Production Facility (CWPF) upon issuance of the operating permit from the State Water Resources Control Board (SWRCB) Division of Drinking Water (DDW).

City Manager Vialpando presented the staff report per the agenda material. He outlined Lomita’s water system network, the utility as a municipal enterprise, water fund adopted budget for FY 2026-2027, the cost of City water vs. imported water, Lomita’s FY 2026-2027 water rates compared to other local cities and agencies, background of the CWPF, project objectives, Lomita’s water treatment team, CWPF treatment process, completion of the granulated active carbon (GAC) project, additional state of the art upgrades, status of the operating permit from the SWRCB, the July 14, 2026, water committee meeting, regulatory standards, total dissolved solids (TDS) and minerals, water hardness, TDS levels and guidelines, education and public information, water sample results, and next steps, including the reactivation startup plan.

Rob Katherman, Division II Director, Water Replenishment District, was invited to speak.

He stated that the water hardness in Lomita is about average for this area and that the GAC project will enhance the water quality.

Brief City Council discussion took place regarding Lomita water rates as compared to other local cities’ rates, starting up at a ratio of 50/50 CWPF/imported water, and the frequency of both internal and external inspections of the CWPF.

Water Systems Superintendent Mesa responded to City Council questions regarding the proposed start-up ratio. He stated that the ratio could be altered in the future if needed.

As there was no further discussion, Mayor Segawa invited public comment.

George Kivett, Lomita resident, shared concerns about the City’s water system.

David Albert, Lomita resident, shared concerns about the City’s water system.

Henry Sanchez Jr., Lomita resident, expressed confidence in the City’s water system.

As there were no further requests from the public to speak on this item, Mayor Segawa invited further discussion or a motion.

Brief City Council discussion took place regarding reverse osmosis and starting up at a 50/50 ratio rather than 70/30.

Councilmember Gazeley made a motion, seconded by Mayor Pro Tem Waite, to approve the staff recommendation.

MOTION CARRIED by the following roll call vote:

AYES: Councilmembers Gazeley, Uphoff, and Mayor Pro Tem Waite NOES: Councilmember Waronek and Mayor Segawa
ABSENT: None
Tuesday, September 15, 2026 Reg CC MTG, Page *10
City Council Regular Meeting Minutes
July 21, 2026

b. UPDATED CONCEPT DESIGNS FOR LOMITA'S LOCAL TRAVEL NETWORK RECOMMENDED ACTION: Approve the updated conceptual design for the Lomita Local Travel Network (LTN) and authorize staff to proceed to final engineering design and preparation of construction documents.

Public Works Director Fraley presented the staff report per the agenda material. She outlined the project background and purpose, and the updated project design along Eshelman Avenue, based upon feedback received.

Brief City Council discussion took place regarding the narrow sidewalks along Eshelman Avenue, which are especially challenging for those with limited mobility.

Director Fraley stated that there are plans to widen those narrow sections of sidewalk and staff is actively pursuing grants for that purpose.

As there was no further discussion, Mayor Segawa invited public comment.

George Kivett, Lomita resident, expressed opposition to traffic circles at Eshelman Avenue and 240th and 242nd Streets.

Mike Graf, Lomita resident, shared concerns about speeding vehicles on Eshelman Avenue between Lomita Boulevard and Lomita Park.

Director Fraley stated that some traffic circles and all-way stops are planned between Lomita Boulevard and Lomita Park to reduce speeding.

As there were no further requests from the public to speak on this item, Mayor Segawa invited further discussion or a motion.

Councilmember Gazeley made a motion, seconded by Mayor Pro Tem Waite, to approve the staff recommendation.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waronek, Mayor Pro Tem Waite, and Mayor Segawa
NOES: None
ABSENT: None
c. DISCUSSION AND CONSIDERATION OF PROPOSED MODIFICATIONS TO STREET

SWEEPING PROGRAM
RECOMMENDED ACTION: Adopt Resolution 2026-44 authorizing modifications to the street sweeping service schedule; and authorize an additional 30-day warning period in areas impacted by the proposed route modifications with enforcement beginning September 1, 2026.

Councilmember Gazeley left the dais at 7:54 p.m. and returned at 7:55 p.m.

Assistant City Manager Hernandez presented the staff report per the agenda material. The proposed refinements are based on residents’ feedback and staff observations. She Tuesday, September 15, 2026 Reg CC MTG, Page *11
City Council Regular Meeting Minutes
July 21, 2026

outlined the approach, program refinements and timeline, program implementation and evaluation, proposed changes, and map updates.

Brief discussion took place regarding making further adjustments as needed and the federal requirement to sweep streets to prevent debris from entering storm drains.

As there was no further discussion, Mayor Segawa invited public comment.

George Kivett, Lomita resident, stated that his neighborhood would benefit from weekly street sweeping.

Kanda Puga, Lomita resident, expressed displeasure with street sweeping changes, and the installation of related signage in the Lomita Pines neighborhood.

Assistant City Manager Hernandez stated that City staff had previously received complaints that parked vehicles were impeding street sweeping in the area before the no-parking signs were installed.

As there were no further requests from the public to speak on this item and there was no further City Council discussion, Mayor Segawa invited a motion.

Mayor Pro Tem Waite made a motion, seconded by Councilmember Uphoff, to approve the recommended action, with the understanding that further adjustments can be made in the future. In addition, staff will address the concerns brought up this evening with Athens and ensure the company is meeting service expectations.

MOTION CARRIED by the following vote:

AYES: Councilmembers Gazeley, Uphoff, Waronek, Mayor Pro Tem Waite, and Mayor Segawa
NOES: None
ABSENT: None
Adopted the following titled resolution:

RESOLUTION NO. 2026-44 – A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA AMENDING RESOLUTION 2025-39, AUTHORIZING

MODIFICATIONS TO THE STREET SWEEPING SERVICE SCHEDULES
d. CONSIDERATION OF APPOINTING A COMMISSIONER TO FILL ONE VACANCY ON

THE PARKS AND RECREATION COMMISSION
RECOMMENDED ACTION: Discuss, take nominations, and by majority vote appoint a candidate to fill one vacant seat on the Parks and Recreation Commission.

City Manager Vialpando introduced the item.

Mayor Segawa invited public comment. As there were no requests from the public to speak on this item, Mayor Segawa invited nominations.

After brief discussion, Councilmember Uphoff, with support from Mayor Pro Tem Waite and Mayor Segawa, nominated Jeff Keys.

Councilmember Waronek nominated Noelle Chaco, with support from Councilmember Gazeley. As there was no additional support, the nomination was unsuccessful.

Tuesday, September 15, 2026 Reg CC MTG, Page *12
City Council Regular Meeting Minutes
July 21, 2026

Councilmember Uphoff made a motion, seconded by Mayor Pro Tem Waite, to appoint Jeff Keys to the Parks and Recreation Commission.

MOTION CARRIED by the following vote:

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

Mayor Segawa invited all in attendance to sing “Happy Birthday” to Councilmember Uphoff and to stay for dessert in the lobby after the meeting.

9. PUBLIC HEARINGS
None scheduled.

10. ADJOURNMENT
There being no further business to discuss, Mayor Segawa adjourned the meeting at 8:18 p.m.

Respectfully Submitted,
________________________________
Linda E. Abbott, CMC, Deputy City Clerk
Adopted:

Tuesday, September 15, 2026 Reg CC MTG, Page *13

CONSENT CALENDAR
AGENDA NO. 7.C.

September 15, 2026
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: September 15, 2026
SUBJECT: WARRANT REGISTER

PAYROLL REGISTER
September 15, 2026 TOTAL WARRANTS ISSUED: $644,225.37
Wires Transfers: 11654-11661
Check Numbers: 537664-537738
Total Pages of Register: 14
September 4, 2026 TOTAL PAYROLL ISSUED: $171,330.08
I hereby certify that the demands or claims covered by the checks listed on pages 1 to 14 inclusive of the check register are accurate and funds are available for payment thereof:
_
Susan Kamada
Administrative Services Director
Tuesday, September 15, 2026 Reg CC MTG, Page *14
9/10/2026 8:39:20 AM Page 1 of 14
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 9/2/2026 - 9/15/2026
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount Vendor: 6948 - A1 Lawnmower Shop
537664 09/15/2026 A1 Lawnmower Shop 01316 PW-PK-Equipment Maintenan… 51.92 537664 09/15/2026 A1 Lawnmower Shop 01316 PW-PK-Equipment Maintenan… 29.84 537664 09/15/2026 A1 Lawnmower Shop 01316 PW-PK-Equipment Maintenan… 104.98 537664 09/15/2026 A1 Lawnmower Shop 01316 PW-PK-Equipment Maintenan… 159.12 537664 09/15/2026 A1 Lawnmower Shop 01318 PW-PK-Small Tools 6.63 537664 09/15/2026 A1 Lawnmower Shop 01318 PW-PK-Small Tools 15.47 Vendor 6948 - A1 Lawnmower Shop Total: 367.96
Vendor: 6568 - A1 Office Concepts
537665 09/15/2026 A1 Office Concepts 36904-1 Planning-Office Desk 124.80 537665 09/15/2026 A1 Office Concepts 36904-1 Planning-Office Desk 527.17 537665 09/15/2026 A1 Office Concepts 36904-1 Planning-Office Desk 703.51 537665 09/15/2026 A1 Office Concepts 36904-1 Planning-Office Desk 574.51 537665 09/15/2026 A1 Office Concepts 36908-1 Planning-Storage Cabinets 2,433.90 Vendor 6568 - A1 Office Concepts Total: 4,363.89
Vendor: 7318 - A-A Backflow Testing & Maintenance
537666 09/15/2026 A-A Backflow Testing & Main… 97605 PW-PK-Backflow Testing 150.00 Vendor 7318 - A-A Backflow Testing & Maintenance Total: 150.00 Vendor: 13266 - AFSCME District Council 36
537667 09/15/2026 AFSCME District Council 36 September 26 Association Dues-September … 1,968.00 Vendor 13266 - AFSCME District Council 36 Total: 1,968.00 Vendor: 12925 - AireSpring Inc.
537668 09/15/2026 AireSpring Inc. 212111543 Phone Services August 26 1,300.12 537668 09/15/2026 AireSpring Inc. 212111543 Phone Services August 26 1,300.12 Vendor 12925 - AireSpring Inc. Total: 2,600.24
Vendor: 12155 - Amazon Capital Services
537669 09/15/2026 Amazon Capital Services 13DK-7RHM-D7KM Admin. Services-Office Supplies 115.89 537669 09/15/2026 Amazon Capital Services 13QD-NY67-DQ44 Recreation-Youth Sport Suppli… 107.80 537669 09/15/2026 Amazon Capital Services 16QJ-3TLV-GPD6 WTR-Office Supplies 22.10 537669 09/15/2026 Amazon Capital Services 16QJ-3TLV-GPD6 WTR-Office Supplies 54.15 537669 09/15/2026 Amazon Capital Services 16QJ-3TLV-GPD6 WTR-Office Supplies 103.91 537669 09/15/2026 Amazon Capital Services 16X6-P6KF-YH1N PW-Office Supplies 11.04 537669 09/15/2026 Amazon Capital Services 16X6-P6KF-YH1N PW-Office Supplies 11.04 537669 09/15/2026 Amazon Capital Services 16X6-P6KF-YH1N PW-Office Supplies 33.02 537669 09/15/2026 Amazon Capital Services 16X6-P6KF-YH1N PW-Office Supplies 7.72 537669 09/15/2026 Amazon Capital Services 1CG9-FL6W-DMTP Senior Program Art Supplies 16.56 537669 09/15/2026 Amazon Capital Services 1F19-4DTG-YF6J City Council-Office Supplies 0.60 537669 09/15/2026 Amazon Capital Services 1F19-4DTG-YF6J City Council-Office Supplies 7.45 537669 09/15/2026 Amazon Capital Services 1F19-4DTG-YF6J City Council-Office Supplies 19.80 537669 09/15/2026 Amazon Capital Services 1NGN-GYQR-CDTP Community Safety-Maintenan… 28.74 537669 09/15/2026 Amazon Capital Services 1PWW-4H1T-NJ3J PW-PK-Maintenance Supplies 59.50 537669 09/15/2026 Amazon Capital Services 1PWW-4H1T-NJ3J PW-PK-Maintenance Supplies 17.78 537669 09/15/2026 Amazon Capital Services 1Q4C-6HMH-CF7H Community Safety-Maintenan… 14.37 537669 09/15/2026 Amazon Capital Services 1QMV-X4LK-3GHG Railroad Museum Supplies 37.56 537669 09/15/2026 Amazon Capital Services 1WJ7-KCC1-VJHC Planning-Office Supplies 12.81 537669 09/15/2026 Amazon Capital Services 1WJ7-KCC1-VJHC Planning-Office Supplies 10.93 537669 09/15/2026 Amazon Capital Services 1WJ7-KCC1-VJHC Planning-Office Supplies 26.23 Vendor 12155 - Amazon Capital Services Total: 719.00
Vendor: 4010 - Ameritas Life Insurance
537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 2,900.32 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 58.84 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 180.78 Tuesday, September 15, 2026 Reg CC MTG, Page *15
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 2 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 41.19 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 91.19 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 29.42 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 117.68 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 235.36 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 26.48 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 111.80 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 217.71 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 200.06 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 88.26 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 5.88 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 17.65 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 60.26 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 11.77 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 26.48 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 29.42 537670 09/15/2026 Ameritas Life Insurance 090126 Employee Dental Insurance-S… 390.73 Vendor 4010 - Ameritas Life Insurance Total: 4,841.28
Vendor: 0285 - Amtech Elevator Services
537671 09/15/2026 Amtech Elevator Services 151402448330 CH-Elevator Maintenance Sep… 721.26 Vendor 0285 - Amtech Elevator Services Total: 721.26
Vendor: 13731 - Angelica Alvarez
537672 09/15/2026 Angelica Alvarez 2005359.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13731 - Angelica Alvarez Total: 40.00
Vendor: 13730 - Angie Masincup
537673 09/15/2026 Angie Masincup 2005357.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13730 - Angie Masincup Total: 40.00
Vendor: 12257 - Aramsco Inc.
537674 09/15/2026 Aramsco Inc. S7901948.001 FAC-Maintenance Supplies 354.04 537674 09/15/2026 Aramsco Inc. S7901948.001 FAC-Maintenance Supplies 410.62 Vendor 12257 - Aramsco Inc. Total: 764.66
Vendor: 6630 - Autonation Ford Torrance
537675 09/15/2026 Autonation Ford Torrance 587623 WTR-2025 Ford F-150 Oil Cha… 90.00 537675 09/15/2026 Autonation Ford Torrance 587623 WTR-2025 Ford F-150 Oil Cha… 88.28 Vendor 6630 - Autonation Ford Torrance Total: 178.28
Vendor: 3334 - Autozone, Inc.
537676 09/15/2026 Autozone, Inc. 02859934963 WTR-Equipment Maintenance… 274.93 537676 09/15/2026 Autozone, Inc. 02859934963 WTR-Equipment Maintenance… 4.23 537676 09/15/2026 Autozone, Inc. 02859945695 PW-Equipment Maintenance … 21.87 537676 09/15/2026 Autozone, Inc. 02859945695 PW-Equipment Maintenance … 52.11 537676 09/15/2026 Autozone, Inc. 02859945695 PW-Equipment Maintenance … 10.71 Vendor 3334 - Autozone, Inc. Total: 363.85
Vendor: 4105 - Banc of California
11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 3,407.67 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 25,639.24 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 34.04 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 281.43 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 95.07 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 191.78 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 256.26 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 50.41 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 184.00 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 294.68 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 98.16 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 132.24 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 111.78 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 401.22 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 180.76 Tuesday, September 15, 2026 Reg CC MTG, Page *16
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 3 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 37.61 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 86.01 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 9.07 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 13.63 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 3.78 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 80.19 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 26.04 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 150.21 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 43.34 11655 09/03/2026 Banc of California PE082826 Federal & Medicare Taxes-Pay… 611.21 11656 09/03/2026 Banc of California PE082826A State Tax Withholdings Pay En… 10,655.65 Vendor 4105 - Banc of California Total: 43,075.48
Vendor: 3168 - California Banner & Sign Co.
537677 09/15/2026 California Banner & Sign Co. 21679 Recreation-Banners 302.91 Vendor 3168 - California Banner & Sign Co. Total: 302.91 Vendor: 6407 - California JPIA
537678 09/15/2026 California JPIA POLLU-00134 Pollution Liability Insurance FY… 1,299.50 537678 09/15/2026 California JPIA POLLU-00134 Pollution Liability Insurance FY… 1,299.50 Vendor 6407 - California JPIA Total: 2,599.00
Vendor: 0655 - California Water Service
537679 09/15/2026 California Water Service 6984422222-082726 PV Dr N, Rolling Vista Medians 513.65 537679 09/15/2026 California Water Service 8594422222-082726 Landscape Maintenance Distri… 1,760.30 Vendor 0655 - California Water Service Total: 2,273.95
Vendor: 12981 - Canon Solutions America, Inc.
537680 09/15/2026 Canon Solutions America, Inc. 6017195587 PW & Rec. Copiers Usage June… 39.00 537680 09/15/2026 Canon Solutions America, Inc. 6017209743 PW & Rec. Copiers Maintenan… 691.93 Vendor 12981 - Canon Solutions America, Inc. Total: 730.93 Vendor: 12501 - Charter Communications Operating, LLC
537681 09/15/2026 Charter Communications Ope… 127562601090126 Internet Services September 26 453.86 537681 09/15/2026 Charter Communications Ope… 127562601090126 Internet Services September 26 453.86 Vendor 12501 - Charter Communications Operating, LLC Total: 907.72 Vendor: 13732 - Christine Zamora
537682 09/15/2026 Christine Zamora 083126 Refund for County Recording … 50.00 Vendor 13732 - Christine Zamora Total: 50.00
Vendor: 7371 - Corporate Payment Systems
537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 378.08 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 104.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 104.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 104.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 464.80 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 700.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 700.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 700.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 150.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 150.00 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 32.37 537683 09/15/2026 Corporate Payment Systems A. Fernandez 082526 A. Fernandez 8-25-26 97.02 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 20.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 100.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 -650.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 -775.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 100.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 292.80 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 685.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 10.00 537683 09/15/2026 Corporate Payment Systems A. Vialpando 082526 A. Vialpando 8-25-26 27.80 537683 09/15/2026 Corporate Payment Systems D. Dixon 082526 D. Dixon 8-25-26 49.38 537683 09/15/2026 Corporate Payment Systems D. Dixon 082526 D. Dixon 8-25-26 60.00 Tuesday, September 15, 2026 Reg CC MTG, Page *17
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 4 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 537683 09/15/2026 Corporate Payment Systems D. Dixon 082526 D. Dixon 8-25-26 71.97 537683 09/15/2026 Corporate Payment Systems D. Fraley 082526 D. Fraley 8-25-26 127.21 537683 09/15/2026 Corporate Payment Systems J. Ibarra 082526 J. Ibarra 8-25-26 182.31 537683 09/15/2026 Corporate Payment Systems K. Gregory 082526 K. Gregory 8-25-26 18.00 537683 09/15/2026 Corporate Payment Systems K. Gregory 082526 K. Gregory 8-25-26 600.00 537683 09/15/2026 Corporate Payment Systems K. Gregory 082526 K. Gregory 8-25-26 19.99 537683 09/15/2026 Corporate Payment Systems L. Abbott 082526 L. Abbott 8-25-26 73.46 537683 09/15/2026 Corporate Payment Systems L. Hernandez 082526 L. Hernandez 8-25-26 110.00 537683 09/15/2026 Corporate Payment Systems L. Hernandez 082526 L. Hernandez 8-25-26 1,295.10 537683 09/15/2026 Corporate Payment Systems L. Hernandez 082526 L. Hernandez 8-25-26 550.00 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 3,441.41 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 464.53 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 1,183.95 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 70.00 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 4,534.56 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 1,573.06 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 340.27 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 911.62 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 524.36 537683 09/15/2026 Corporate Payment Systems S. Kamada 082526 S. Kamada 8-25-26 340.26 Vendor 7371 - Corporate Payment Systems Total: 20,036.31 Vendor: 6757 - Dataprose, Inc.
537684 09/15/2026 Dataprose, Inc. DP2604232 Water Bills & Leak Letters 603.74 537684 09/15/2026 Dataprose, Inc. DP2604232 Water Bills & Leak Letters 264.03 Vendor 6757 - Dataprose, Inc. Total: 867.77
Vendor: 12695 - Dennis Jeremica
537685 09/15/2026 Dennis Jeremica 2005369.001 Refund-Picnic Shelter Deposit 137.50 Vendor 12695 - Dennis Jeremica Total: 137.50
Vendor: 1075 - Department of Justice
537686 09/15/2026 Department of Justice 065760 Employee Live Scan July 26 96.00 Vendor 1075 - Department of Justice Total: 96.00
Vendor: 13446 - Drain Force Inc DBA Drain Force Plumbing 537687 09/15/2026 Drain Force Inc DBA Drain For… 4333 Tom Rico-Unclogged the Drain 359.00 Vendor 13446 - Drain Force Inc DBA Drain Force Plumbing Total: 359.00 Vendor: 7438 - Duke Service Center, Inc.
537688 09/15/2026 Duke Service Center, Inc. 083126 Gas 915.72 537688 09/15/2026 Duke Service Center, Inc. 083126 Gas 2,259.36 537688 09/15/2026 Duke Service Center, Inc. 083126 Gas 1,150.74 Vendor 7438 - Duke Service Center, Inc. Total: 4,325.82 Vendor: 12290 - Duncan's Soo Bahk Do, LLC
537689 09/15/2026 Duncan's Soo Bahk Do, LLC 082526 Recreation-Karate Class Instru… 1,961.40 Vendor 12290 - Duncan's Soo Bahk Do, LLC Total: 1,961.40 Vendor: 13234 - EdgeSoft, Inc.
537690 09/15/2026 EdgeSoft, Inc. 3671 Monthly AI Solution Software … 1,500.00 Vendor 13234 - EdgeSoft, Inc. Total: 1,500.00
Vendor: 2095 - Ewing Irrigation Products
537691 09/15/2026 Ewing Irrigation Products 31571611 PW-PK-Landscape Maintenan… 7.58 537691 09/15/2026 Ewing Irrigation Products 31571611 PW-PK-Landscape Maintenan… 43.64 537691 09/15/2026 Ewing Irrigation Products 31571611 PW-PK-Landscape Maintenan… 159.14 537691 09/15/2026 Ewing Irrigation Products 31638320 PW-PK-Landscape Maintenan… 15.98 537691 09/15/2026 Ewing Irrigation Products 31638320 PW-PK-Landscape Maintenan… 304.32 537691 09/15/2026 Ewing Irrigation Products 31638320 PW-PK-Landscape Maintenan… 22.21 537691 09/15/2026 Ewing Irrigation Products 31766938 PW-PK-Landscape Maintenan… 20.86 537691 09/15/2026 Ewing Irrigation Products 31766938 PW-PK-Landscape Maintenan… 14.20 537691 09/15/2026 Ewing Irrigation Products 31766938 PW-PK-Landscape Maintenan… 3.48 537691 09/15/2026 Ewing Irrigation Products 31766938 PW-PK-Landscape Maintenan… 88.49 537691 09/15/2026 Ewing Irrigation Products 31766938 PW-PK-Landscape Maintenan… 82.15 537691 09/15/2026 Ewing Irrigation Products 31767034 PW-PK-Landscape Maintenan… 21.45 Tuesday, September 15, 2026 Reg CC MTG, Page *18
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 5 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 537691 09/15/2026 Ewing Irrigation Products 31787808 PW-PK-Landscape Maintenan… 2.70 537691 09/15/2026 Ewing Irrigation Products 31787808 PW-PK-Landscape Maintenan… 41.17 537691 09/15/2026 Ewing Irrigation Products 31787808 PW-PK-Landscape Maintenan… 98.52 537691 09/15/2026 Ewing Irrigation Products 31818821 PW-PK-Returning Landscape … -98.30 537691 09/15/2026 Ewing Irrigation Products 31818848 PW-PK-Landscape Maintenan… 80.26 Vendor 2095 - Ewing Irrigation Products Total: 907.85
Vendor: 7116 - Ferguson Waterworks #1083
537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 882.72 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 855.27 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 718.07 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 234.32 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 353.60 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 115.80 537692 09/15/2026 Ferguson Waterworks #1083 0084333 WTR-Maintenance Supplies 530.40 537692 09/15/2026 Ferguson Waterworks #1083 0084619 WTR-Maintenance Supplies 927.09 Vendor 7116 - Ferguson Waterworks #1083 Total: 4,617.27 Vendor: 13194 - Gabriel Maldonado
537693 09/15/2026 Gabriel Maldonado 090326 Reimbursement for Uniform Al… 275.00 Vendor 13194 - Gabriel Maldonado Total: 275.00
Vendor: 13561 - GoGov, Inc. DBA GoGovApps
537694 09/15/2026 GoGov, Inc. DBA GoGovApps 26-630 Citizen Request Management … 16,744.00 Vendor 13561 - GoGov, Inc. DBA GoGovApps Total: 16,744.00 Vendor: 12061 - GovInvest Inc.
537695 09/15/2026 GovInvest Inc. 2026-6807 FY 26 GASB 75 Roll-Forward V… 1,500.00 537695 09/15/2026 GovInvest Inc. 2026-6807 FY 26 GASB 75 Roll-Forward V… 1,500.00 Vendor 12061 - GovInvest Inc. Total: 3,000.00
Vendor: 6718 - Graffiti Protective Coatings Inc.
537696 09/15/2026 Graffiti Protective Coatings Inc. 7031-0826 Graffiti Removal Services Aug… 2,000.00 Vendor 6718 - Graffiti Protective Coatings Inc. Total: 2,000.00 Vendor: 3036 - Harbor Freight Tools USA, Inc.
537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 11.04 537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 19.85 537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 16.56 537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 6.62 537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 8.83 537697 09/15/2026 Harbor Freight Tools USA, Inc. 18abffbe WTR-Maintenance Supplies 9.93 Vendor 3036 - Harbor Freight Tools USA, Inc. Total: 72.83 Vendor: 13625 - Interflex Payment, LLC DBA Ameriflex
11659 09/03/2026 Interflex Payment, LLC DBA A… PE082826 Employee FSA & DCFSA-Pay D… 881.28 Vendor 13625 - Interflex Payment, LLC DBA Ameriflex Total: 881.28 Vendor: 13671 - Iron Mountain Inc
537698 09/15/2026 Iron Mountain Inc LPCB580 Planning-File Storage August … 229.97 Vendor 13671 - Iron Mountain Inc Total: 229.97
Vendor: 12757 - Jenna Barnett
537699 09/15/2026 Jenna Barnett 090326 Mileage Reimbursement 14.06 Vendor 12757 - Jenna Barnett Total: 14.06
Vendor: 7498 - Johnson Controls Security Solutions
537700 09/15/2026 Johnson Controls Security Solu…42697420 Museum Security September-… 349.55 Vendor 7498 - Johnson Controls Security Solutions Total: 349.55 Vendor: 13317 - Julissa Monge
537701 09/15/2026 Julissa Monge 090326 Wellness Reimbursement 149.00 Vendor 13317 - Julissa Monge Total: 149.00
Vendor: 13729 - Kevin Ito
537702 09/15/2026 Kevin Ito 2005356.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13729 - Kevin Ito Total: 40.00
Tuesday, September 15, 2026 Reg CC MTG, Page *19
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 6 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount Vendor: 12635 - Kiley & Associates, LLC
537703 09/15/2026 Kiley & Associates, LLC LO 260830 Consulting Services, Legislative… 3,500.00 Vendor 12635 - Kiley & Associates, LLC Total: 3,500.00
Vendor: 6105 - L.A. County Registrar-Recorder/County Clerk 537704 09/15/2026 L.A. County Registrar-Recorde… DR 25-15 Notice of Exemption for Permi… 25.00 537705 09/15/2026 L.A. County Registrar-Recorde… DR 26-1 County Recording Fee of Envir… 25.00 537706 09/15/2026 L.A. County Registrar-Recorde… 09162026 Fee for Recording of the Envir… 25.00 537707 09/15/2026 L.A. County Registrar-Recorde… 091626 Fee for Recording of the Envir… 25.00 537708 09/15/2026 L.A. County Registrar-Recorde… Zone Variance No. 247 Notice of Exemption for Zone … 25.00 Vendor 6105 - L.A. County Registrar-Recorder/County Clerk Total: 125.00 Vendor: 7541 - LAE Associates, Inc.
537709 09/15/2026 LAE Associates, Inc. 26-515 LAE Construction Managemen… 980.00 Vendor 7541 - LAE Associates, Inc. Total: 980.00
Vendor: 13496 - Lan Wan Enterprise, Inc.
537710 09/15/2026 Lan Wan Enterprise, Inc. 77559 Veeam Backup for Microsoft … 322.50 537710 09/15/2026 Lan Wan Enterprise, Inc. 77559 Veeam Backup for Microsoft … 322.50 537710 09/15/2026 Lan Wan Enterprise, Inc. 77636 IT Services August 26 7,000.00 537710 09/15/2026 Lan Wan Enterprise, Inc. 77636 IT Services August 26 7,000.00 537710 09/15/2026 Lan Wan Enterprise, Inc. 77667 IT-Sales Tax for Phones 761.34 537710 09/15/2026 Lan Wan Enterprise, Inc. 77667 IT-Sales Tax for Phones 761.33 Vendor 13496 - Lan Wan Enterprise, Inc. Total: 16,167.67 Vendor: 6442 - Lincoln National Life Insurance Co.
11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 32.24 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 223.36 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 15.08 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 96.59 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 34.84 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 192.69 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 14.45 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 20.80 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 111.62 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 62.40 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 329.50 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 17.16 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 103.21 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 143.57 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 30.68 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 31.20 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 122.16 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 206.86 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 38.48 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 44.20 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 148.40 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 20.80 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 74.16 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 1.56 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 9.32 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 3.12 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 13.02 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 9.36 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 62.50 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 26.48 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 4.16 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 27.56 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 148.40 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 14.45 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 113.30 11654 09/02/2026 Lincoln National Life Insurance…5001133476 Employee Life/STD/LTD Insur… 563.02 Vendor 6442 - Lincoln National Life Insurance Co. Total: 3,110.70 Tuesday, September 15, 2026 Reg CC MTG, Page *20
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 7 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount Vendor: 12839 - Linda Okumura
537711 09/15/2026 Linda Okumura 083126 Recreation-Line Dancing Class … 3,706.50 Vendor 12839 - Linda Okumura Total: 3,706.50
Vendor: 3317 - Lomita Obedience Training Club
537712 09/15/2026 Lomita Obedience Training Cl… 082526 Recreation-Dog Obedience Cla… 3,419.50 Vendor 3317 - Lomita Obedience Training Club Total: 3,419.50 Vendor: 3217 - MissionSquare Retirement
11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 11,928.86 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 856.45 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 416.33 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 353.71 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 198.02 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 303.41 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 597.90 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 270.29 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 412.59 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 177.16 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 359.32 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 515.14 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 450.01 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 36.33 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 39.92 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 285.48 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 113.17 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 256.27 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 198.02 11657 09/03/2026 MissionSquare Retirement PE082826 Deferred Compensation Pay D… 1,466.38 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 1,041.65 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 67.51 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 43.75 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 79.28 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 18.89 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 68.44 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 11.91 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 43.76 11658 09/03/2026 MissionSquare Retirement PE082826A Retirement Health Savings-Pay… 56.66 Vendor 3217 - MissionSquare Retirement Total: 20,666.61 Vendor: 6828 - MJ Management Services, LLC
537713 09/15/2026 MJ Management Services, LLC CINV-229383 DAR August 26 493.33 Vendor 6828 - MJ Management Services, LLC Total: 493.33 Vendor: 13549 - Nadeline Stevens
537714 09/15/2026 Nadeline Stevens 2005365.001 Refund-Tom Rico Center Depo… 200.00 Vendor 13549 - Nadeline Stevens Total: 200.00
Vendor: 12004 - Occupational Health Centers of CA, A Medical Grp 537715 09/15/2026 Occupational Health Centers o…92231552 Pre-Employment Physical Exam 370.00 Vendor 12004 - Occupational Health Centers of CA, A Medical Grp Total: 370.00 Vendor: 6594 - Office Depot Business Solutions, LLC
537716 09/15/2026 Office Depot Business Solutio… 475847640001 CH-Office Supplies 18.77 537716 09/15/2026 Office Depot Business Solutio… 475847640001 CH-Office Supplies 39.49 Vendor 6594 - Office Depot Business Solutions, LLC Total: 58.26 Vendor: 3705 - Pollard Water
537717 09/15/2026 Pollard Water 0316630 CWPF-Chemical Supplies 1,476.73 Vendor 3705 - Pollard Water Total: 1,476.73
Vendor: 12512 - Prints Pacific, Inc.
537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 64.31 537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 102.77 537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 57.68 537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 216.24 Tuesday, September 15, 2026 Reg CC MTG, Page *21
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 8 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 61.77 537718 09/15/2026 Prints Pacific, Inc. 20759 Community Safety-Uniform Al… 38.34 Vendor 12512 - Prints Pacific, Inc. Total: 541.11
Vendor: 4090 - Public Employee Retirement System
11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 15,251.45 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 68.48 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 352.56 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 1,459.54 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 258.34 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 263.41 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 318.31 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 294.93 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 721.34 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 415.76 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 240.03 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 662.26 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 807.96 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 1,056.60 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 592.00 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 236.30 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 459.55 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 370.54 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 259.68 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 901.61 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 885.71 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 408.45 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 420.96 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 320.48 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 410.84 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 37.63 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 21.22 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 74.74 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 7.61 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 115.77 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 378.59 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 85.06 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 75.26 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 84.88 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 98.31 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 667.92 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 329.51 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 240.03 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 825.39 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 153.05 11660 09/09/2026 Public Employee Retirement S…PE082826 Retirement Contributions-Pay… 2,551.67 Vendor 4090 - Public Employee Retirement System Total: 33,183.73 Vendor: 12844 - Qusai Smirat
537719 09/15/2026 Qusai Smirat 7A2AB210-0006 Holidays Signs 5,937.75 Vendor 12844 - Qusai Smirat Total: 5,937.75
Vendor: 12173 - Race Communications
537720 09/15/2026 Race Communications RC2399742 Internet Access SBCOG Septe… 1,530.00 537720 09/15/2026 Race Communications RC2399742 Internet Access SBCOG Septe… 1,530.00 Vendor 12173 - Race Communications Total: 3,060.00
Vendor: 7126 - Reef Point Studios Inc.
537721 09/15/2026 Reef Point Studios Inc. 7321 WTR-Uniform Allowance 119.34 537721 09/15/2026 Reef Point Studios Inc. 7321 WTR-Uniform Allowance 26.52 537721 09/15/2026 Reef Point Studios Inc. 7321 WTR-Uniform Allowance 179.01 Vendor 7126 - Reef Point Studios Inc. Total: 324.87
Tuesday, September 15, 2026 Reg CC MTG, Page *22
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 9 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount Vendor: 13733 - Rosa Correa
537722 09/15/2026 Rosa Correa 2005366.001 Refund-Picnic Shelter Deposit 40.00 Vendor 13733 - Rosa Correa Total: 40.00
Vendor: 13728 - Rosemary Ramirez
537723 09/15/2026 Rosemary Ramirez 2005355.001 Refund-Tom Rico Center Depo… 200.00 Vendor 13728 - Rosemary Ramirez Total: 200.00
Vendor: 6750 - Samurai Action Studio, Inc.
537724 09/15/2026 Samurai Action Studio, Inc. 083126 Recreation-Gymnastics Class I… 1,386.00 Vendor 6750 - Samurai Action Studio, Inc. Total: 1,386.00 Vendor: 7188 - Sharp Business Systems
537725 09/15/2026 Sharp Business Systems 9005947159 CH-BP70C55 Copier Usage 8/3… 341.14 Vendor 7188 - Sharp Business Systems Total: 341.14
Vendor: 13553 - Site Secure LLC
537726 09/15/2026 Site Secure LLC 2934 Surveillance Rental August 26 4,460.81 Vendor 13553 - Site Secure LLC Total: 4,460.81
Vendor: 7233 - Siteone Landscape Supply, LLC
537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 21.02 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 23.96 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 3.92 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 11.45 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 21.69 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 3.08 537727 09/15/2026 Siteone Landscape Supply, LLC 170459998-001 PW-PK-Landscape Maintenan… 30.19 Vendor 7233 - Siteone Landscape Supply, LLC Total: 115.31 Vendor: 3544 - South Bay Cities Council of Governments
537728 09/15/2026 South Bay Cities Council of Go… Sept 26 Monthly City Manager's Meet… 35.00 Vendor 3544 - South Bay Cities Council of Governments Total: 35.00 Vendor: 5050 - Southern California Edison Co.
537729 09/15/2026 Southern California Edison Co. 700006214310-090126 Lomita Park, Street Lights, & T… 2,966.10 537729 09/15/2026 Southern California Edison Co. 700006214310-090126 Lomita Park, Street Lights, & T… 34.00 537729 09/15/2026 Southern California Edison Co. 700006214310-090126 Lomita Park, Street Lights, & T… 44.60 537729 09/15/2026 Southern California Edison Co. 700025877624-090126 Street Lights 551.04 537729 09/15/2026 Southern California Edison Co. 700025957042-090126 Street Lights 245.07 537729 09/15/2026 Southern California Edison Co. 700315793648-090126 Street Lights 174.70 537729 09/15/2026 Southern California Edison Co. 700420008832-090426 Cypress Reservoir 2,634.39 Vendor 5050 - Southern California Edison Co. Total: 6,649.90 Vendor: 3157 - Southern California Municipal Athletic Federation (SCMAF) 537730 09/15/2026 Southern California Municipal… SCMAF_082326_02 Membership Dues 200.00 Vendor 3157 - Southern California Municipal Athletic Federation (SCMAF) Total: 200.00 Vendor: 13695 - Sunbeam Solar Technologies, Inc. DBA Sunbeam Consulting 537731 09/15/2026 Sunbeam Solar Technologies, … JC2624-01 Concrete Removal & Replace… 5,112.00 Vendor 13695 - Sunbeam Solar Technologies, Inc. DBA Sunbeam Consulting Total: 5,112.00 Vendor: 6085 - Thompson Building Materials
537732 09/15/2026 Thompson Building Materials IV-I01889 WTR-Maintenance Supplies 101.66 537732 09/15/2026 Thompson Building Materials IV-I01952 WTR-Maintenance Supplies 203.32 537732 09/15/2026 Thompson Building Materials IV-I02031 PW-Maintenance Supplies 165.75 537732 09/15/2026 Thompson Building Materials IV-I02031 PW-Maintenance Supplies 101.66 537732 09/15/2026 Thompson Building Materials IV-I02047 PW-Maintenance Supplies 4.03 537732 09/15/2026 Thompson Building Materials IV-I02047 PW-Maintenance Supplies 4.30 537732 09/15/2026 Thompson Building Materials IV-I02047 PW-Maintenance Supplies 40.89 537732 09/15/2026 Thompson Building Materials IV-I02047 PW-Maintenance Supplies 281.11 537732 09/15/2026 Thompson Building Materials IV-I02083 PW-Returning Maintenance S… 21.64 537732 09/15/2026 Thompson Building Materials IV-I02083 PW-Returning Maintenance S… -132.60 537732 09/15/2026 Thompson Building Materials IV-I02083 PW-Returning Maintenance S… 10.96 537732 09/15/2026 Thompson Building Materials IV-I02083 PW-Returning Maintenance S… 56.75 537732 09/15/2026 Thompson Building Materials IV-I02102 WTR-Maintenance Supplies 34.17 537732 09/15/2026 Thompson Building Materials IV-I02102 WTR-Maintenance Supplies 51.12 Tuesday, September 15, 2026 Reg CC MTG, Page *23
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 10 of 14
Payment Number Payment Date Vendor Name Payable Number Description (Payable) Amount 537732 09/15/2026 Thompson Building Materials IV-I02116 WTR-Maintenance Supplies 152.49 537732 09/15/2026 Thompson Building Materials IV-I02142 WTR-Maintenance Supplies 457.47 537732 09/15/2026 Thompson Building Materials IV-I02143 WTR-Maintenance Supplies 304.98 537732 09/15/2026 Thompson Building Materials IV-I02144 WTR-Returning Maintenance … 112.71 537732 09/15/2026 Thompson Building Materials IV-I02144 WTR-Returning Maintenance … -304.98 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 40.89 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 45.55 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 58.33 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 266.85 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 5.89 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 3.64 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 1.03 537732 09/15/2026 Thompson Building Materials IV-I1596 PW-Maintenance Supplies 14.35 Vendor 6085 - Thompson Building Materials Total: 2,103.96 Vendor: 12170 - T-Mobile
537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 147.00 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 29.40 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 29.40 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 97.55 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 91.66 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 19.74 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 25.78 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 106.74 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 89.07 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 50.40 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 64.45 537733 09/15/2026 T-Mobile 082026 Employee Phone Charge 426.64 Vendor 12170 - T-Mobile Total: 1,177.83
Vendor: 12671 - Torrance Auto Repair
537734 09/15/2026 Torrance Auto Repair 0195644 PW-PK-2006 Dodge Ram 2500… 69.95 Vendor 12671 - Torrance Auto Repair Total: 69.95
Vendor: 7353 - Torrance Industrial Hardware
537735 09/15/2026 Torrance Industrial Hardware 13055 PW-PK-Maintenance Supplies 44.03 537735 09/15/2026 Torrance Industrial Hardware 13055 PW-PK-Maintenance Supplies 22.09 537735 09/15/2026 Torrance Industrial Hardware 13087 PW-PK-Maintenance Supplies 17.66 537735 09/15/2026 Torrance Industrial Hardware 13087 PW-PK-Maintenance Supplies 17.66 537735 09/15/2026 Torrance Industrial Hardware 13087 PW-PK-Maintenance Supplies 14.45 Vendor 7353 - Torrance Industrial Hardware Total: 115.89 Vendor: 3037 - TS3 Fulfillment
537736 09/15/2026 TS3 Fulfillment 103248 PW-PK-Uniform Allowance 274.46 537736 09/15/2026 TS3 Fulfillment 103248 PW-PK-Uniform Allowance 274.47 537736 09/15/2026 TS3 Fulfillment 103248 PW-PK-Uniform Allowance 274.47 Vendor 3037 - TS3 Fulfillment Total: 823.40
Vendor: 6169 - Water Replenishment District of Southern CA 537737 09/15/2026 Water Replenishment District …073126 Ground Water Production Ass… 475.20 Vendor 6169 - Water Replenishment District of Southern CA Total: 475.20 Vendor: 3044 - West Basin Municipal Water District
11661 09/09/2026 West Basin Municipal Water D…3174 July 26 394,667.20 Vendor 3044 - West Basin Municipal Water District Total: 394,667.20 Vendor: 13723 - White Mechanical, Inc.
537738 09/15/2026 White Mechanical, Inc. 25-5038 Repair HVAC at City Hall 3,307.00 Vendor 13723 - White Mechanical, Inc. Total: 3,307.00
Grand Total: 644,225.37
Tuesday, September 15, 2026 Reg CC MTG, Page *24
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 11 of 14
Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 194,510.74
205 - State Gas Tax 6,642.13
220 - Proposition A Local Return 614.34
245 - Landscape Maintenance District #1 2,102.81
255 - Park Athletic 269.88
311 - Street Improvement 5,137.00
510 - Water Operations 433,943.47
520 - Water Capital 1,005.00
Grand Total: 644,225.37
Account Summary
Account Number Account Name Payment Amount
100-000-2285.000 Employee Association D… 1,968.00
100-000-2510.000 PERS 15,251.45
100-000-2540.000 Dental Insurance 2,959.16
100-000-2550.000 Federal Withholding 29,046.91
100-000-2555.000 State Withholding 10,655.65
100-000-2560.000 Deferred Compensation 12,970.51
100-000-2563.000 Flex 125 Reimbursement 881.28
100-000-4420.000 Planning and Zoning Fees 125.00
100-000-4510.000 Park Rentals 697.50
100-110-5207.000 Medicare 34.04
100-110-5217.000 PERS Tier 3 (2%@62) 68.48
100-110-5415.000 Communications 147.00
100-110-5430.000 Conferences and Meetin… -530.00
100-110-5755.000 Special Department Supp… 101.31
100-125-5205.000 Health Insurance 1,360.34
100-125-5207.000 Medicare 281.43
100-125-5215.000 PERS Tier 1 (2.5%@55) 352.56
100-125-5216.000 PERS Tier 2 (2%@60) 1,459.54
100-125-5217.000 PERS Tier 3 (2%@62) 258.34
100-125-5345.000 Contractual Services 21,854.00
100-125-5415.000 Communications 29.40
100-125-5430.000 Conferences and Meetin… 347.80
100-125-5755.000 Special Department Supp… 5,117.69
100-130-5205.000 Health Insurance 569.19
100-130-5207.000 Medicare 95.07
100-130-5216.000 PERS Tier 2 (2%@60) 263.41
100-130-5217.000 PERS Tier 3 (2%@62) 318.31
100-130-5410.000 Advertising 18.00
100-130-5430.000 Conferences and Meetin… 600.00
100-130-5505.000 Office Supplies and Expe… 58.26
100-130-5755.000 Special Department Supp… 19.99
100-210-5205.000 Health Insurance 716.18
100-210-5207.000 Medicare 191.78
100-210-5215.000 PERS Tier 1 (2.5%@55) 294.93
100-210-5216.000 PERS Tier 2 (2%@60) 721.34
100-210-5217.000 PERS Tier 3 (2%@62) 415.76
100-210-5310.000 Auditors 1,500.00
100-210-5430.000 Conferences and Meetin… 70.00
100-210-5505.000 Office Supplies and Expe… 115.89
100-230-5205.000 Health Insurance 241.89
100-230-5207.000 Medicare 306.67
100-230-5217.000 PERS Tier 3 (2%@62) 240.03
100-230-5345.000 Contractual Services 466.00
100-230-5460.000 Insurance - Liability and … 1,299.50
100-230-5755.000 Special Department Supp… 4,864.91
Tuesday, September 15, 2026 Reg CC MTG, Page *25
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 12 of 14
Account Summary
Account Number Account Name Payment Amount
100-333-5755.000 Special Department Supp… 211.71
100-335-5205.000 Health Insurance 553.51
100-335-5207.000 Medicare 184.00
100-335-5217.000 PERS Tier 3 (2%@62) 662.26
100-335-5345.000 Contractual Services 4,460.81
100-335-5505.000 Office Supplies and Expe… 97.55
100-335-5515.000 Uniform Expense 1,836.21
100-335-5710.000 Equipment Maintenance 43.11
100-410-5205.000 Health Insurance 1,304.44
100-410-5207.000 Medicare 294.68
100-410-5216.000 PERS Tier 2 (2%@60) 807.96
100-410-5217.000 PERS Tier 3 (2%@62) 1,056.60
100-410-5345.000 Contractual Services 2,608.05
100-410-5415.000 Communications 91.66
100-410-5425.000 Dues and Memberships 776.80
100-410-5430.000 Conferences and Meetin… 2,400.00
100-410-5505.000 Office Supplies and Expe… 82.34
100-410-5720.000 Fuel 97.02
100-440-5345.000 Contractual Services 12,131.31
100-440-5415.000 Communications 2,061.46
100-440-5605.000 Rents and Leases 1,072.07
100-605-5205.000 Health Insurance 436.03
100-605-5207.000 Medicare 98.16
100-605-5217.000 PERS Tier 3 (2%@62) 592.00
100-605-5415.000 Communications 19.74
100-605-5505.000 Office Supplies and Expe… 62.82
100-610-5205.000 Health Insurance 698.64
100-610-5207.000 Medicare 132.24
100-610-5216.000 PERS Tier 2 (2%@60) 236.30
100-610-5217.000 PERS Tier 3 (2%@62) 459.55
100-710-5205.000 Health Insurance 330.52
100-710-5207.000 Medicare 111.78
100-710-5215.000 PERS Tier 1 (2.5%@55) 370.54
100-710-5217.000 PERS Tier 3 (2%@62) 259.68
100-710-5340.000 Professional Services 721.26
100-710-5415.000 Communications 25.78
100-710-5705.000 General Maintenance 8,921.76
100-730-5205.000 Health Insurance 890.81
100-730-5207.000 Medicare 401.22
100-730-5215.000 PERS Tier 1 (2.5%@55) 901.61
100-730-5217.000 PERS Tier 3 (2%@62) 885.71
100-730-5345.000 Contractual Services 10,473.40
100-730-5415.000 Communications 106.74
100-730-5420.000 Mileage Reimbursement 14.06
100-730-5425.000 Dues and Memberships 200.00
100-730-5755.000 Special Department Supp… 319.47
100-735-5755.000 Special Department Supp… 6,487.75
100-740-5205.000 Health Insurance 907.80
100-740-5207.000 Medicare 180.76
100-740-5215.000 PERS Tier 1 (2.5%@55) 408.45
100-740-5216.000 PERS Tier 2 (2%@60) 420.96
100-740-5217.000 PERS Tier 3 (2%@62) 320.48
100-740-5405.000 Utilities 2,966.10
100-740-5415.000 Communications 89.07
100-740-5510.000 Small Tools 74.02
100-740-5515.000 Uniform Expense 548.93
100-740-5705.000 General Maintenance 1,023.82
100-740-5710.000 Equipment Maintenance 363.89
Tuesday, September 15, 2026 Reg CC MTG, Page *26
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 13 of 14
Account Summary
Account Number Account Name Payment Amount
100-740-5720.000 Fuel 915.72
100-750-5207.000 Medicare 37.61
100-750-5345.000 Contractual Services 349.55
100-750-5755.000 Special Department Supp… 87.96
205-610-5205.000 Health Insurance 633.23
205-610-5207.000 Medicare 86.01
205-610-5217.000 PERS Tier 3 (2%@62) 410.84
205-610-5405.000 Utilities 1,563.06
205-610-5415.000 Communications 64.45
205-610-5510.000 Small Tools 8.33
205-610-5515.000 Uniform Expense 571.11
205-610-5705.000 General Maintenance 961.05
205-610-5710.000 Equipment Maintenance 84.69
205-610-5720.000 Fuel 2,259.36
220-340-5205.000 Health Insurance 53.09
220-340-5207.000 Medicare 9.07
220-340-5216.000 PERS Tier 2 (2%@60) 37.63
220-340-5217.000 PERS Tier 3 (2%@62) 21.22
220-340-5345.000 Contractual Services 493.33
245-720-5405.000 Utilities 1,760.30
245-720-5755.000 Special Department Supp… 342.51
255-760-5205.000 Health Insurance 73.71
255-760-5207.000 Medicare 13.63
255-760-5217.000 PERS Tier 3 (2%@62) 74.74
255-760-5506.000 Sport Supplies 107.80
311-810-5806.368 Street Reconstruction - … 25.00
311-810-5806.380 Sidewalk Improvement P… 5,112.00
510-110-5207.000 Medicare 3.78
510-110-5217.000 PERS Tier 3 (2%@62) 7.61
510-125-5205.000 Health Insurance 429.51
510-125-5207.000 Medicare 80.19
510-125-5215.000 PERS Tier 1 (2.5%@55) 115.77
510-125-5216.000 PERS Tier 2 (2%@60) 378.59
510-125-5217.000 PERS Tier 3 (2%@62) 85.06
510-130-5205.000 Health Insurance 155.58
510-130-5207.000 Medicare 26.04
510-130-5216.000 PERS Tier 2 (2%@60) 75.26
510-130-5217.000 PERS Tier 3 (2%@62) 84.88
510-220-5205.000 Health Insurance 502.47
510-220-5207.000 Medicare 150.21
510-220-5215.000 PERS Tier 1 (2.5%@55) 98.31
510-220-5216.000 PERS Tier 2 (2%@60) 667.92
510-220-5217.000 PERS Tier 3 (2%@62) 329.51
510-220-5310.000 Auditors 1,500.00
510-220-5345.000 Contractual Services 603.74
510-230-5205.000 Health Insurance 241.89
510-230-5207.000 Medicare 43.34
510-230-5217.000 PERS Tier 3 (2%@62) 240.03
510-230-5460.000 Insurance - Liability and … 1,299.50
510-440-5345.000 Contractual Services 10,170.98
510-440-5415.000 Communications 2,061.45
510-630-5205.000 Health Insurance 2,590.09
510-630-5207.000 Medicare 611.21
510-630-5215.000 PERS Tier 1 (2.5%@55) 825.39
510-630-5216.000 PERS Tier 2 (2%@60) 153.05
510-630-5217.000 PERS Tier 3 (2%@62) 2,551.67
510-630-5411.000 Customer Notifications 264.03
510-630-5415.000 Communications 426.64
Tuesday, September 15, 2026 Reg CC MTG, Page *27
Warrant Register Payment Dates: 9/2/2026 - 9/15/2026
9/10/2026 8:39:20 AM Page 14 of 14
Account Summary
Account Number Account Name Payment Amount
510-630-5440.000 Water Purchases - MWD 394,667.20
510-630-5441.000 Water Purchases - WRD 475.20
510-630-5442.000 Utilities - CWPF 2,634.39
510-630-5443.000 Water Production Supply… 1,476.73
510-630-5505.000 Office Supplies and Expe… 76.25
510-630-5515.000 Uniform Expense 428.78
510-630-5705.000 General Maintenance 5,803.04
510-630-5710.000 Equipment Maintenance 457.44
510-630-5720.000 Fuel 1,150.74
520-840-5821.333 Zone G Pipe Replacement 25.00
520-840-5821.357 246th-247th-247th Pl - … 980.00
Grand Total: 644,225.37
Project Account Summary
Project Account Key Payment Amount
**None** 639,063.37
311-Street Reconstruction-Zone G 25.00
Sidewalk Improvement Program 5,112.00
Zone G Pipe Replacement 25.00
Grand Total: 644,225.37
Tuesday, September 15, 2026 Reg CC MTG, Page *28
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Deputy City Manager/Administrative Services Director
MEETING DATE: September 15, 2026
SUBJECT: August 2026 Treasury and Investment Report

RECOMMENDED ACTION
Receive and file the Treasury and Investment Report.

BACKGROUND
Pursuant to Section 41004 of the Government Code of the State of California, the City Treasurer is required to submit a monthly report of all receipts, disbursements and fund balances. The first page of the report summarizes the investment activity for the month and distribution by type of investment, held by the City. The second and third page lists all investments with original maturities exceeding one year as of the month ended August 31, 2026. The fourth page of the report provides a summary of the beginning balance, total receipts, total disbursements, the ending balance for all funds, and a listing, by fund, of all month end fund balances.

In summary, all investments of the City of Lomita are in compliance with both the Government Code and our Investment Policy. In addition, the City has sufficient liquidity to meet its expenditure requirements for the ensuing six months.

9.73% of the City’s funds are with the State of California Local Agency Investment Fund (LAIF). The remaining funds of the City of Lomita are in active checking accounts, money market funds, U.S. Treasuries, Federal Agency Securities, Corporate Bonds, and FDICinsured Negotiable Certificates of Deposit that are in compliance with the California Government Code and the City’s Investment Policy. The current value of each account is obtained from actual monthly statements for the period ending August 31, 2026.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7d
Tuesday, September 15, 2026 Reg CC MTG, Page *29
2 FISCAL IMPACT
None.

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. 6: High Performing Organization – Strengthening City services through innovation and excellence.

OPTIONS
Receive and file.

ATTACHMENTS

1. Treasury and Investment Report for August 2026
Approved by:
______________________
Andrew Vialpando
City Manager
Prepared by:
__________________________
Susan Kamada
Administrative Services Director
Tuesday, September 15, 2026 Reg CC MTG, Page *30
City of Lomita
Investment Portfolio Report August 31, 2026
Summary of Cash & Investments Book Value Market Value* Interest Earned Gain (Loss) on
Investment
Local Agency Investment Fund (LAIF) 3,286,729.39 3,286,729.39 0.00 0.00 Certificate of Deposit - Negotiable 16,304,000.00 16,196,795.34 51,869.98 0.00 Federal Agency Securities 6,150,000.00 6,065,845.00 0.00 0.00 Commercial Paper 4,000,000.00 3,909,065.00 2,875.00 0.00 US Treasuries 1,550,000.00 1,474,169.50 0.00 0.00
Net Cash Equivalents 17,975.03 17,975.03 0.00 0.00
Total Pooled Investments 31,308,704.42 30,950,579.26 54,744.98 0.00 City of Lomita General Account DDA 2,457,985.77 2,457,985.77 0.00 0.00 Total Cash 2,457,985.77 2,457,985.77 0.00 0.00
Total Cash & Investments 33,766,690.19 33,408,565.03 54,744.98 0.00 City of Lomita
Distribution of Pooled Cash
Local Agency Investment Fund (LAIF) 3,286,729.39 9.73% MTD YTD Certificate of Deposit - Negotiable 16,304,000.00 48.28% Jul-26 118,124.11 118,124.11 Federal Agency Securities 6,150,000.00 18.21% Aug-26 54,744.98 172,869.09 Commerical Paper 4,000,000.00 11.85% Sep-26 - 172,869.09 US Treasuries 1,550,000.00 4.59% Oct-26 - 172,869.09
Cash on Hand 2,457,985.77 7.28% Nov-26 - 172,869.09
Total Cash & Investments 33,748,715.16 99.95% Dec-26 - 172,869.09 Jan-27 - 172,869.09
Feb-27 - 172,869.09
Mar-27 - 172,869.09
Apr-27 - 172,869.09
May-27 - 172,869.09
Jun-27 - 172,869.09
172,869.09 172,869.09
*The Governmental Accounting Standards Board (GASB) has established Statement No. 31 for setting investment valuation standards. We report the unrealized gain/(loss) monthly and book realized gain/(loss) at year end as a GASB 31 requirement.

GASB 31 is a reporting requirement that reports the "Fair Value" of investments held in our portfolio. Fair value is the amount at which a financial instrument (investment) could be exchanged in a current transaction between willing parties at current market prices. It is important to understand the relationship between prevailing interest rates and fixed coupon investments. As market interest rates fall, the "Fair Value" of held securities will rise (unrealized Gains). The opposite occurs as market interest rates rise (market prices of held investments will fall). It should be noted that investments held in the city pool are to be held until maturity so both gains and losses (unrealized) will not be taken.

Month to Date & Fiscal Year to Date
Interest Earned/ Gain (Loss) on Total Investments
Distribution of Cash &
Invesments

9.7336%

48.2843%

18.2132%

11.8460%

4.5903%

92.72%

7.28%

7.28%
100.00%

0.0532%
Local Agency Investment
Fund (LAIF), 10%
Certificate of
Deposit -
Negotiable, 48%
Federal Agency
Securities, 18%
Commerical
Paper, 12%
U.S. Treasuries 7%
Cash on Hand,
7%
Tuesday, September 15, 2026 Reg CC MTG, Page *31
City of Lomita
Investment Portfolio Report
August 31, 2026
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Local Agency Investment Fund (LAIF)
City of Lomita XX-XX-469 N/A 3.840% 3,286,729.39 3,286,729.39 - - - 3,286,729.39 3,286,729.39 0.00 - Sub Total / Average 3,286,729.39 3,286,729.39 - - - 3,286,729.39 3,286,729.39 - - Certificate of Deposit - Negotiable
Sallie Mae Bank 795451AK9 08/11/21 08/11/26 1.100% 248,000.00 247,978.18 - (248,000.00) 21.82 - - 1,352.79 - Metro Credit Union 59161YAN6 02/18/22 08/18/26 1.600% 249,000.00 248,718.63 - (249,000.00) 281.37 - - 523.93 - Texas Exchange Bank 88241TML1 11/26/21 11/27/26 1.200% 249,000.00 246,778.92 - - 607.56 247,386.48 249,000.00 253.78 - Beal Bank USA 07371CH69 03/02/22 02/24/27 2.050% 248,000.00 245,210.00 - - 488.56 245,698.56 248,000.00 - - Alabama Credit Union 01025RAP4 02/28/24 03/01/27 4.500% 248,000.00 248,682.00 - - (14.88) 248,667.12 248,000.00 947.84 - Capital One Bank USA NA 14042TFP7 04/27/22 04/27/27 2.900% 248,000.00 245,859.76 - - 344.72 246,204.48 248,000.00 - - Morgan Stanley Bank 61773TDN0 04/29/22 04/29/27 3.000% 246,000.00 244,036.92 - - 322.26 244,359.18 246,000.00 - - Discover Bank 254673G83 06/14/22 06/14/27 3.150% 246,000.00 243,931.14 - - 364.08 244,295.22 246,000.00 - - The Dart Bank 237412AN1 06/08/22 06/15/27 3.250% 249,000.00 247,157.40 - - 348.60 247,506.00 249,000.00 687.31 - Forbright Bank 34520LAT0 11/02/22 11/02/27 4.600% 249,000.00 250,257.45 - - 176.79 250,434.24 249,000.00 972.81 - True Sky FCU 89786MAP9 11/06/24 11/08/27 4.100% 249,000.00 248,760.96 - - 273.90 249,034.86 249,000.00 867.07 - Alliant Credit Union 01882MAC6 12/30/22 12/30/27 5.000% 248,000.00 250,718.08 - - 86.80 250,804.88 248,000.00 1,053.15 - Alaska USA Federal Credit Union 011852AE0 03/08/23 03/08/28 4.600% 249,000.00 250,471.59 - - 131.97 250,603.56 249,000.00 972.81 - Tuscon FCU 898812AF9 04/03/25 04/03/28 4.100% 249,000.00 248,524.41 - 211.65 248,736.06 249,000.00 867.07 - United Fidelity Bank 910286HR7 04/12/24 04/12/28 4.400% 243,000.00 243,685.26 - - 145.80 243,831.06 243,000.00 908.09 - Valley National Bank 919853QL8 05/19/25 05/19/28 4.000% 245,000.00 244,414.45 - - 166.60 244,581.05 245,000.00 - - Civic Federal CU 178808AB7 07/23/25 10/23/28 4.100% 249,000.00 248,116.05 - - (22.41) 248,093.64 249,000.00 867.07 - Hope Federal CU 43942MBJ0 01/14/26 01/16/29 3.550% 245,000.00 240,876.65 - (53.90) 240,822.75 245,000.00 - Midwest Bank of Illinois 59828PDD9 01/15/26 01/16/29 3.500% 249,000.00 244,508.04 - (44.82) 244,463.22 249,000.00 740.18 Credit Union New Jersey 22552BAF8 07/18/25 01/18/29 4.000% 249,000.00 247,379.01 - - (141.93) 247,237.08 249,000.00 845.92 - Southwest FCU 585899AG2 01/19/24 01/19/29 4.000% 249,000.00 247,376.52 - - (141.93) 247,234.59 249,000.00 847.99 - Univest Bank 91527PCP0 02/28/25 02/28/29 4.300% 249,000.00 249,097.11 - - (271.41) 248,825.70 249,000.00 909.36 - BMW Bank of North America 05612LER9 05/09/25 05/09/29 4.000% 245,000.00 243,042.45 - - (343.00) 242,699.45 245,000.00 - - SCE Federal Credit Union 78413RAS6 05/22/24 05/22/29 4.550% 249,000.00 250,675.77 - - (485.55) 250,190.22 249,000.00 962.23 - First Community Bank 31983VCS4 08/21/24 08/21/29 3.750% 249,000.00 245,033.43 - - (540.33) 244,493.10 249,000.00 793.05 - American Express National Bank 02589AGK2 02/12/25 02/12/30 4.250% 244,000.00 243,358.28 - - (814.96) 242,543.32 244,000.00 5,142.38 - Morgan Stanley Private Bank 61776NLK7 02/12/25 02/12/30 4.250% 244,000.00 243,358.28 - - (814.96) 242,543.32 244,000.00 5,142.38 - Truxton Trust Co 89846HDT7 02/14/25 02/14/30 4.200% 249,000.00 247,117.56 - - (719.61) 246,397.95 249,000.00 867.07 - Fidelity Bank 31617CCH4 03/30/26 04/01/30 3.800% 249,000.00 244,473.18 - (689.73) 243,783.45 249,000.00 803.62 BNY Mellon NA 05584CXH4 05/21/25 05/21/30 3.900% 245,000.00 241,126.55 - - (712.95) 240,413.60 245,000.00 - - Poppy Bank 73319FDY2 06/17/25 06/17/30 4.000% 245,000.00 241,925.25 - - (749.70) 241,175.55 245,000.00 - - Bom Bank 09776DAV6 06/26/25 06/24/30 4.100% 249,000.00 246,786.39 - - (789.33) 245,997.06 249,000.00 867.07 - Seattle Metro Credit Union 81258MAG5 07/31/26 07/31/30 4.250% 244,000.00 243,111.84 - (939.40) 242,172.44 244,000.00 - Hardin County Savings Bank 412022EC5 09/19/25 09/19/30 3.500% 249,000.00 240,912.48 - - (719.61) 240,192.87 249,000.00 740.18 - CFG BANK/MD 12527CNN8 11/17/25 11/14/30 4.000% 245,000.00 238,933.80 - (308.70) 238,625.10 245,000.00 - Carter FCU 14622LBA9 01/20/26 01/20/31 3.700% 249,000.00 243,183.36 - (839.13) 242,344.23 249,000.00 782.47 Sunwest Bank 86804DDK1 02/11/26 02/11/31 3.750% 249,000.00 242,570.82 - (841.62) 241,729.20 249,000.00 793.05 Credit Human FCU 22537MAY3 03/27/26 03/27/31 3.800% 249,000.00 242,867.13 - (871.50) 241,995.63 249,000.00 803.62 Merrick Bank 59013LLR3 04/30/26 04/30/31 4.000% 249,000.00 244,841.70 - (928.77) 243,912.93 249,000.00 845.92 Bank of America 06428KAT3 05/29/26 05/29/31 4.500% 247,000.00 246,088.57 - 22.23 246,110.80 247,000.00 2,801.59 Citibank 17290GDY0 05/29/26 05/29/31 4.500% 247,000.00 244,651.28 - 691.85 245,343.12 247,000.00 - USF FCU 90353ECY7 05/29/26 05/29/31 4.300% 249,000.00 248,001.51 - (998.49) 247,003.02 249,000.00 909.36 Wells Fargo Bank 949764XZ2 06/26/26 06/26/31 4.250% 249,000.00 247,376.52 - (1,003.47) 246,373.05 249,000.00 898.79 Eaglemark Savings Bank 27004PJP9 07/22/26 07/22/31 4.350% 244,000.00 243,350.96 - (1,015.04) 242,335.92 244,000.00 - Baxter Credit Union 07181JAU8 11/22/22 11/23/26 5.000% 248,000.00 248,798.56 - - (171.12) 248,627.44 248,000.00 1,053.15 - Celtic Bank 15118RZT7 11/30/22 11/30/26 4.800% 249,000.00 249,652.38 - - (129.48) 249,522.90 249,000.00 1,015.10 - Western Alliance Bank 95763PXR7 05/30/25 11/30/26 4.150% 244,000.00 244,024.40 - - 2.44 244,026.84 244,000.00 - - Dept of Commerce Federal CU 24951TAT2 05/13/22 05/13/27 3.250% 249,000.00 247,406.40 - - 293.82 247,700.22 249,000.00 687.31 - BMO Harris Bank NA 05600XFW5 06/15/22 06/15/27 3.300% 249,000.00 247,264.47 - - 338.64 247,603.11 249,000.00 697.88 - Empower FCU 291916AM6 06/26/24 06/28/27 4.900% 248,000.00 249,703.76 - - 44.64 249,748.40 248,000.00 1,032.09 - Numerica Credit Union 67054NBC6 11/04/22 11/04/27 4.950% 248,000.00 250,318.80 - - 109.12 250,427.92 248,000.00 1,042.62 - University Bk Ann 914098DQ8 04/03/23 04/03/28 4.850% 248,000.00 250,497.36 - - 66.96 250,564.32 248,000.00 1,028.21 - Customers Bank 23204HNZ7 05/31/23 05/31/28 4.450% 244,000.00 247,428.20 - - (21.96) 247,406.24 244,000.00 - - First National Bank 32110YP74 08/30/24 08/30/28 3.800% 249,000.00 246,773.94 - - 107.07 246,881.01 249,000.00 803.62 - CoVantage Credit Union 22282XAG5 09/03/24 09/05/28 3.900% 247,000.00 245,238.89 - - 83.98 245,322.87 247,000.00 - - Tuesday, September 15, 2026 Reg CC MTG, Page *32
City of Lomita
Investment Portfolio Report
August 31, 2026
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Calprivate Bank 13135NCB4 12/27/23 12/27/28 3.850% 245,000.00 242,574.50 - - (75.95) 242,498.55 245,000.00 - - Ledyark NBk/Norwich VT 523343AA9 01/02/24 12/29/28 4.050% 245,000.00 248,547.60 - - (286.65) 248,260.95 245,000.00 - - Spur Security Bank 85214EAA0 03/26/24 03/12/29 4.200% 244,000.00 243,392.44 - - (261.08) 243,131.36 244,000.00 - - Malaga Bk FSB 56102ABS4 04/19/24 04/19/29 4.150% 245,000.00 244,118.00 - - (335.65) 243,782.35 245,000.00 863.54 - First Foundation Bank 32026U5S1 05/10/24 05/10/29 4.600% 244,000.00 245,832.44 - - (458.72) 245,373.72 244,000.00 - Third Fed S&L Cleveland 88413QGX0 02/14/25 08/14/29 4.250% 244,000.00 243,609.60 - - (690.52) 242,919.08 244,000.00 5,142.38 - Leaders Credit Union 52171MAN5 08/30/24 08/30/29 3.850% 249,000.00 246,841.17 - - (610.05) 246,231.12 249,000.00 845.92 - JPMorgan Chase Bank NA 46659CJZ4 11/28/25 11/28/29 4.000% 240,000.00 235,701.60 - - 208.80 235,910.40 240,000.00 - - Optum Bank 68405VCP2 12/11/24 12/11/29 4.050% 245,000.00 242,866.05 - - (661.50) 242,204.55 245,000.00 - - First Bank of Lake 31925YCD2 02/18/25 02/18/30 4.200% 249,000.00 247,924.32 - - (739.53) 247,184.79 249,000.00 888.21 - Goldman Sachs Bk USA 38150VR27 03/04/25 03/04/30 4.300% 244,000.00 243,636.44 - - (739.32) 242,897.12 244,000.00 - - Utah First Fed Cr Un 91739JBT1 08/04/26 08/04/31 4.400% 249,000.00 (1,090.62) 247,909.38 249,000.00 State Bank of India - NY 856288GP4 06/29/26 06/27/31 4.350% 244,000.00 243,465.64 - 243,465.64 244,000.00 - Sub Total / Average 16,552,000.00 16,460,942.59 249,000.00 (497,000.00) (16,147.25) 16,196,795.34 16,304,000.00 51,869.98 - Federal Agency Securities
Federal Home LN BKS 3130AR2B6 03/08/22 03/08/27 2.375% 500,000.00 494,930.00 - 650.00 495,580.00 500,000.00 - Federal Home LN BKS 3130ARDY4 03/29/22 03/29/27 2.500% 500,000.00 495,060.00 - - 550.00 495,610.00 500,000.00 - - Federal Home LN BKS 3130ARGQ8 04/14/22 04/14/27 2.875% 250,000.00 247,845.00 - - 217.50 248,062.50 250,000.00 - - Federal Home LN BKS 3130ASD22 06/29/22 06/29/27 3.590% 250,000.00 249,172.50 - - 2.50 249,175.00 250,000.00 - - Federal Farm Credit Bank 3133EPC45 11/16/23 11/13/28 4.625% 500,000.00 502,950.00 - - (530.00) 502,420.00 500,000.00 - - Federal Home LN BKS 3130B3FQ1 10/25/24 10/15/29 4.200% 300,000.00 296,484.00 - - (141.00) 296,343.00 300,000.00 - - Federal Home LN BKS 3130B3ES8 10/25/24 10/23/29 4.300% 100,000.00 99,441.00 - - (69.00) 99,372.00 100,000.00 - - Federal Home LN BKS 3130ATUT2 12/20/24 12/14/29 4.500% 500,000.00 501,605.00 - - (1,105.00) 500,500.00 500,000.00 - - Federal Home LN BKS 3130B8MQ2 11/19/25 11/15/30 3.750% 250,000.00 242,767.50 - (145.00) 242,622.50 250,000.00 - Federal Agric MTG 31424W6H0 01/13/26 01/13/31 4.080% 500,000.00 491,035.00 - (45.00) 490,990.00 500,000.00 - Federal Agric MTG 31424W6J6 01/13/26 01/13/31 3.930% 500,000.00 489,170.00 - (140.00) 489,030.00 500,000.00 - Fannie Mae 3136GAXV6 10/30/25 10/30/30 3.750% 750,000.00 727,965.00 - (277.50) 727,687.50 750,000.00 - Federal Home LN BKS 3130B8HA3 11/05/25 11/01/30 3.770% 250,000.00 243,677.50 - - (1,495.00) 242,182.50 250,000.00 - - Freddie Mac 3134HCM63 05/12/26 05/12/31 4.100% 500,000.00 491,265.00 - 275.00 491,540.00 500,000.00 - Fannie Mae 3136GDBX0 05/27/26 05/27/31 4.500% 500,000.00 494,830.00 - (100.00) 494,730.00 500,000.00 Sub Total / Average 6,150,000.00 6,068,197.50 - - (2,352.50) 6,065,845.00 6,150,000.00 - - Commercial Paper
JPMorgan Chase & Co 48128G4R8 08/17/21 08/17/26 1.150% 500,000.00 499,210.00 - (500,000.00) 790.00 - - 2,875.00 - Toyota Motor Credit Corp 89236TNJ0 11/20/25 05/15/30 4.800% 500,000.00 498,945.00 - (775.00) 498,170.00 500,000.00 - Deere John Cap Corp 24422EYF0 11/21/25 10/15/30 4.375% 500,000.00 492,095.00 - (600.00) 491,495.00 500,000.00 - United Health Group Inc 91324PFP2 01/30/26 01/15/31 4.600% 500,000.00 488,220.00 - 485.00 488,705.00 500,000.00 - Apollo Global Mgmt Inc 03769MAF3 01/30/26 01/15/31 4.650% 500,000.00 494,780.00 (845.00) 493,935.00 500,000.00 - Bank of Montreal BMO 06376JWP2 03/12/26 03/12/31 4.000% 1,000,000.00 954,630.00 - (3,990.00) 950,640.00 1,000,000.00 - JP Morgan Chase Bank 46632FG74 06/05/26 06/04/31 4.800% 500,000.00 492,275.00 - 155.00 492,430.00 500,000.00 JP Morgan Chase Bank 46632FH81 06/04/26 06/05/31 4.700% 500,000.00 493,550.00 - 140.00 493,690.00 500,000.00 Sub Total / Average 4,500,000.00 4,413,705.00 - (500,000.00) (4,640.00) 3,909,065.00 4,000,000.00 2,875.00 - U.S. Treasuries
US Treasury Note 91282CDL2 12/03/24 11/30/28 1.500% 1,100,000.00 1,031,591.00 - - 1,331.00 1,032,922.00 1,100,000.00 - - US Treasury Note 91282CMZ1 05/15/25 04/30/30 3.875% 450,000.00 441,720.00 - - (472.50) 441,247.50 450,000.00 - - Sub Total / Average 1,550,000.00 1,473,311.00 - - 858.50 1,474,169.50 1,550,000.00 - - Net Cash Equivalents*
Stifel XXXX4891 N/A N/A - N/A N/A N/A N/A - - - N/A
Multibank Securities Inc XXXXX5544 N/A N/A 17,975.03 N/A N/A N/A N/A 17,975.03 17,975.03 - N/A Sub Total / Average 17,975.03 - - - - 17,975.03 17,975.03 - - Total / Average - Investments 32,056,704.42 31,702,885.48 249,000.00 (997,000.00) (22,281.25) 30,950,579.26 31,308,704.42 54,744.98 - Tuesday, September 15, 2026 Reg CC MTG, Page *33
City of Lomita
Investment Portfolio Report
August 31, 2026
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Demand Deposit Account (DDA)
Pacific Western - General Account XXXX259 N/A N/A 2,548,340.77 N/A N/A N/A N/A 2,548,340.77 2,548,340.77 N/A N/A (Outstanding Debits & Checks) N/A N/A (90,355.00) N/A N/A N/A N/A (90,355.00) (90,355.00) N/A N/A Sub Total / Average 2,457,985.77 2,457,985.77 2,457,985.77 - - Total /Cash & Investments 34,514,690.19 31,702,885.48 249,000.00 (997,000.00) (22,281.25) 33,408,565.03 33,766,690.19 54,744.98 - Tuesday, September 15, 2026 Reg CC MTG, Page *34
City of Lomita
Investment Portfolio Report August 31, 2026
Previous Balance $ 1,570,249.12
Deposits 3,325,698.53
Disbursements (2,347,756.56)
Adjustments 149.68
Current Balance 2,548,340.77
General Fund - City Operations
General Fund - City Operations including LAIF and Investments 100 7,234,488.19 Sub Total - General Fund - City Operations including LAIF and Investments 7,234,488.19 Special Revenue Funds
OPEB Trust Fund - Retiree Health Care 201 282,060.85
Pension Stabilization Fund 202 1,480,565.46
Economic Development 203 746,506.98
General Plan Update 204 662,550.70
Gas Tax Fund - Street Maintenance 205 1,909,442.64
Measure R Local Fund - Street Projects 207 1,297,649.59 Measure R Highway Fund - Street Projects 208 0.16
Measure M Fund - Street Projects 209 1,489,106.35
Economic Stabilization 210 500,000.00
Measure W Fund - Safe Clean Water Program 211 56,215.75 American Rescue Plan 212 -
CDBG Fund - Housing Programs 215 (79,836.68)
Proposition A Fund - Transportation Projects 220 807,585.61 Proposition C Fund - Transportation Projects 225 3,877,639.08 Transportation Development Act Article 3- Transportation Projects 230 - Air Quality Fund - Air Quality Projects 235 130,700.87
Landscape Maintenance Fund - Landscape Maintenance District 245 12,590.69 Park Facilities Fee Fund - Quimby Funds 250 375,084.25
Park Athletic Fund - Park Athlete Programs 255 175,976.95 Park Grant Fund - Park Improvement Programs 257 (407,488.64) Lomita Manor Fund - Federal Housing Program 260 197,505.04 CA Law Enf. Equip. Program (CLEEP) Fund - Public Safety Equip. 276 6,983.02 Sub Total - Special Revenue Funds 13,520,838.67
Capital Improvement Funds
Capital Improvement Fund - Capital Improvement Projects 310 111,652.82 Street Improvement Fund - Street Improvement Projects 311 1,841,550.25 Facilities Improvement Fund - Facilities Improvement Projects 312 3,246,948.23 Stephenson Center Fund - Facilities Improvement Projects 313 85,744.47 Sub Total - Capital Improvement Funds 5,285,895.77

GENERAL LEDGER CASH BALANCES
Tuesday, September 15, 2026 Reg CC MTG, Page *35
City of Lomita
Investment Portfolio Report August 31, 2026
Previous Balance $ 1,570,249.12
Deposits 3,325,698.53
Disbursements (2,347,756.56)
Adjustments 149.68
Current Balance 2,548,340.77
Proprietary Funds
Water Operations Fund - Water Operations 510 2,416,268.12 Water Capital Fund - Water Capital Projects 520 1,819,782.57 Rate Stabilization - Cypress Reservoir Bond 530 125,000.00 Internal Service Fund - Equipment Replacement 610 1,696,560.34 PK Equipment Replacement Fund 611 931,450.21
Sewer Replacement Fund 612 714,879.62
Sub Total - Proprietary Funds 7,703,940.86
Trust and Agency Funds
Museum Foundation Fund - Railroad Museum Programs 720 2,302.30 Tom Rico Memorial Fund - Park Program Scholarships 730 1,249.37 Sub Total - Trust & Agency Funds 3,551.67
Total 33,748,715.16
Pooled Cash 999 (31,200,374.39)
Grand Total 2,548,340.77
Tuesday, September 15, 2026 Reg CC MTG, Page *36
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Kathleen Gregory, City Clerk
MEETING DATE: September 15, 2026
SUBJECT: 2026 Local Agency Biennial Notice - Conflict of Interest Code

RECOMMENDED ACTION
Receive and file the 2026 Local Agency Biennial Notice; Direct staff to post a public notice of intention to amend the conflict of interest code; and, Submit an amended conflict of interest code to the City Council for review and adoption at the November 17, 2026, City Council meeting.

BACKGROUND
The City of Lomita is required to adopt a conflict of interest code pursuant to Government Code Section 87300, comprising a part of the Political Reform Act of 1974. The Political Reform Act requires all local government agencies to review their conflict of interest Code biennially and to revise them as necessary to adapt to changes in the organization.

Employees, members, officers, and consultants who make or participate in the making of decisions which may foreseeably have a material effect on economic interests are subject to disclosure requirements of the City’s Code. Staff has reviewed the current code and designated positions to include new positions that must be designated, revise titles of existing positions, and remove any positions that have been abolished.

The biennial notice must be filed with the code reviewing body (the City Council) by October 1, 2026. The next steps are to post a notice of intention to amend the code and bring a revised draft to the City Council for adoption at December 15, 2026, City Council meeting.

FISCAL IMPACT

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7e
Tuesday, September 15, 2026 Reg CC MTG, Page *37
2 There are no financial implications resulting from this recommendation.

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. 3: Community Engagement & Communications - Building trust through open, inclusive communication.

OPTIONS
Approve recommended action.

ATTACHMENTS

1. Biennial Notice
Approved by:
_______________________
Andrew Vialpando
City Manager
Tuesday, September 15, 2026 Reg CC MTG, Page *38
Tuesday, September 15, 2026 Reg CC MTG, Page *39
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Deanna Fraley, PE, Public Works Director
MEETING DATE: September 15, 2026
SUBJECT: Approve California Environmental Quality Act (CEQA) Determination for Street Reconstruction Project – Zone G Phases 3 & 4

RECOMMENDED ACTION
Approve the Street Reconstruction Project - Zone G Phases 3 & 4 and its design plans; determine that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Sections 15301, 15302, 15303, and 15304; and direct staff to file a Notice of Exemption.

BACKGROUND
The Street Reconstruction Project - Zone G is a multi-phase capital improvement project to rehabilitate deteriorated streets and associated infrastructure within the Zone G project area. The project was identified in the City’s 2022-2027 Capital Improvement Program (CIP) Master Plan and has been divided into four phases to spread construction costs over multiple fiscal years and coordinate street rehabilitation with other planned infrastructure improvements.

Construction of Phase 1 was completed in October 2025, and construction of Phase 2 was completed in May 2026. Phases 3 and 4 (Project) represent the remaining improvements within the Zone G Street Reconstruction Projects and include rehabilitation of the following streets:
• Walnut Street between Lomita Blvd and 253rd Place;
• Ebony Lane;
• Alcor Street;
• 252nd Street from Ebony Lane to west end,
• 247th Place between Walnut Street and eastern City boundary; • 254th Street between Cypress Street and west end;

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7f
Tuesday, September 15, 2026 Reg CC MTG, Page *40
2 • 255th Street between Walnut Street and eastern City boundary; and • Doria Avenue north and south of 252nd Street.

Street improvements will vary based on existing pavement conditions and will range from asphalt grind and overlay to full-depth street reconstruction. The project also includes construction of ADA-compliant curb ramps and replacement or repair of other deteriorated roadway improvements, as necessary.

A new fire hydrant and associated water service lateral will be installed at the west end of Alcor Street to improve fire flow and fire protection for the surrounding neighborhood.

The project will also incorporate traffic safety improvements identified through the City’s 2025 Citywide School Loading Zone Study along with proposed improvements from the City’s Local Travel Network Project. Improvements near the intersection of Walnut Street, Ebony Lane, and 253rd Street include new curb extensions at Walnut Street and 253rd Street while there will be revised striping along Ebony Lane to provide bicycle lanes.

Installation of bicycle lanes will require removal of the existing center two-way left-turn lane along Ebony Lane. Finally, modular traffic control features will be installed at the intersection of Walnut Street, Ebony Lane, and 253rd Street and select current traffic control features will be removed.

On July 19, 2022, the City Council approved a Professional Services Agreement with David Evans & Associates, Inc. (DEA) for design and construction support services for the Zone G Street Reconstruction Project. On June 3, 2025, the City Council approved the First Amendment to provide additional design and construction support services associated with phasing of the project. On July 7, 2026, the City Council approved the Second Amendment to incorporate three additional streets: 254th Street, 255th Street, and Doria Avenue, along with additional curb extensions, ADA improvements, and the new fire hydrant on Alcor Street.

DISCUSSION
The design for the Project is mostly complete. Plans are included as Attachment 1. Minor adjustments and refinements will be incorporated into the final construction documents; however, the Project scope, locations, and physical improvements relevant to the City’s California Environmental Protection Act (CEQA) determination have been established and will not materially be changed.

Staff is requesting approval of the project and its design plans. This action approves the scope and design of the Project in accordance with CEQA compliance. Approval of the plans does not award a construction contract or authorize construction at this time. Staff will proceed with the bidding process following project approval, and award of the construction contract and other necessary construction-related actions will be presented to the City Council separately, as applicable.

Staff has reviewed the project in accordance with CEQA and recommends that City Council determine that the project is exempt pursuant to CEQA Guidelines Sections 15301, 15302, 15303, and 15304.

Tuesday, September 15, 2026 Reg CC MTG, Page *41
3 CEQA Guidelines Section 15301 – Existing Facilities
The Project includes roadway rehabilitation, sidewalk and drainage repairs, curb extensions, ADA-compliant curb ramps, traffic control modifications, and bicycle lane striping within the existing developed roadway system and public right-of-way. These improvements consist primarily of repair, maintenance, and minor alteration of existing public streets, sidewalks, gutters, bicycle and pedestrian facilities, and associated infrastructure, involving negligible or no expansion of existing or former use.

CEQA Guidelines Section 15302 – Replacement or Reconstruction The Project includes full-depth street reconstruction, partial-depth street rehabilitation, and replacement of deteriorated sidewalks, driveway aprons, cross gutters, curbs, gutters, and related facilities. These improvements will occur substantially within the same locations and will serve substantially the same purposes and capacities as the facilities being replaced. The Project will rehabilitate existing public infrastructure to current standards without materially expanding the capacity or use of the existing roadway system.

CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures
The Project includes installation of a new fire hydrant and associated water service lateral at the west end of Alcor Streets, as well as ADA curb ramps and curb extensions. These improvements constitute a limited number of new, small facilities within an existing developed public right-of-way. The new hydrant will connect to the existing water distribution system and improve fire protection for existing development. It will not extend water service to undeveloped areas, expand the geographic water service area of the City’s system, or facilitate new development. Similarly, the curb extensions and ADA ramps would improve pedestrian accessibility and roadway safety within the existing developed street system and would not extend to undeveloped property or facilitate new development.

CEQA Guidelines Section 15304 – Minor Alterations to Land The Project includes the creation of bicycle lanes that will be established through revised pavement striping and related minor roadway improvements within existing public rightsof-way. To the extent the project requires minor trenching and backfilling for the hydrant lateral or other improvements, the affected surfaces will be restored following installation and construction. These improvements constitute minor alterations to existing public rights-of-way and developed land.

The basis for these exemptions is further described in the Notice of Exemption (NOE), included as Attachment 2. Staff has determined that none of the applicable exceptions identified in CEQA Guidelines Section 15300.2 preclude reliance on the categorical exemptions described above.

Tuesday, September 15, 2026 Reg CC MTG, Page *42
4 The City previously filed a Notice of Exemption for the Zone G Street Reconstruction Project on June 11, 2024. Since that time, Phases 1 and 2 have been completed and the scope of Phases 3 and 4 has been refined to incorporate additional streets and improvements that were not included in the prior Notice of Exemption. Accordingly, the City is making a new CEQA determination based on the project as currently proposed and will file a new Notice of Exemption following project approval.

Staff recommends that the City Council approve the street Reconstruction Project – Zone G Phases 3 & 4 and design plans, determine that the project is exempt from CEQA, and direct staff to file the Notice of Exemption.

FISCAL IMPACT
There are no financial implications resulting from this recommendation. Approval of the Project and final design plans does not award a construction contract. Any construction management agreement and construction contract requiring City Council approval will be presented separately for consideration at a later date.

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 staff’s recommendation.

2. Provide alternative direction.

ATTACHMENTS

1. Zone G Phase 3 & 4 Design Plans

2. CEQA Notice of Exemption
Prepared by: Approved by:
_______________________ ______________________
Deanna Fraley, PE Andrew Vialpando
Tuesday, September 15, 2026 Reg CC MTG, Page *43
5 Public Works Director City Manager
Tuesday, September 15, 2026 Reg CC MTG, Page *44

SEWER OR STORM DRAIN MANHOLE

AC ASPHALT CONCRETE

SSMH SEWER MANHOLE

SW SIDEWALK

C&G CURB AND GUTTER

ECR END CURB RETURN

R/W RIGHT OF WAY

PROPOSED

NOT TO SCALE

EASEMENT

CENTERLINE

BCR BEGINNING OF CURB RETURN
CL
ESMT
NTS
PROP

WATER METER

EXISTING RIGHT OF WAY

CENTERLINE
TREE

SURVEY MONUMENT

GUY WIRE

WATER VALVE

FIRE HYDRANT

POWER POLE

STREET LIGHT

WM WV SIGN

SDMH STORM DRAIN MANHOLE

EG EDGE OF GUTTER

MH MANHOLE

STREET IMPROVEMENT GENERAL NOTES

LOCATION MAP

NOT TO SCALE

1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF LOMITA

STANDARD PLANS, THE CONTRACT PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC "GREEN BOOK"), CALTRANS STANDARD

PLANS AND SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.

2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS

THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.

3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.

4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF LOMITA PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT

LEAST FOUR WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.

5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS

AND PROCEDURES DESCRIBED IN CALIFORNIA MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES, LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.

7. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH

SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED

MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.

8. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.

9. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE

INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.

THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.

10. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY

COMPANIES AND TRASH COLLECTION AGENCY INCLUDING, BUT NOT LIMITED TO,

GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPE IRRIGATION,

DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND STREET SWEEPING. ALL UTILITY COMPANIES AND TRASH COLLECTION AGENCY

SHALL BE GIVEN ONE WORKING WEEK NOTICE PRIOR TO WORK AROUND THEIR

FACILITIES AND WORK IMPACTING THE TRASH COLLECTION AGENCY OR STREET SWEEPING SCHEDULE.

11. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL

COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.

12. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.

13. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.

14. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.

15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY

MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS

THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO

CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.

16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE FOR ONE DIRECTION SHALL BE

MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.

17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES.

18. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.

19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR

DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.

20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.

21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO

OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.

22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY

ENGINEER MAY REQUIRE TEMPORARY NON-ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS.

23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.

24. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.

25. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.

26. IF EXCAVATION DISTURBS EXISTING SUBGRADE, THE CONTRACTOR MUST PREPARE SUBGRADE COMPACTED TO 95% PER SSPWC STANDARDS.

27. THE SUBGRADE SHOULD BE TREATED WITH APPROVED SOIL STERILANT PRIOR TO PLACEMENT OF NEW ASPHALT PAVEMENT.

28. ALL MANHOLES, CLEANOUTS FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.

29. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,

STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.

30. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND

SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.

31. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.

32. THE CONTRACTOR SHALL NOTIFY BUSINESSES AND RESIDENTS WITHIN 500 FEET OF THE PROJECT LIMITS AND THE CITY OF LOMITA TEN (10) DAYS PRIOR TO IMPLEMENTING ANY CONSTRUCTION WORK. THE NOTIFICATION SHALL INCLUDE CONSTRUCTION

STARTING DATES, DAILY WORKING HOURS, DURATION, AND EMERGENCY CONTACT NUMBERS.

33. THE CONTRACTOR SHALL PREPARE SWPPP AND WATER POLLUTION BMPS BY RETAINING A QSD AND QSP TO DEVELOP, AMEND AND IMPLEMENT THE SWPPP. THE CONTRACTOR SHALL SUBMIT 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, AND ANNUAL REPORT. THE CONTRACTOR

SHALL NOT START THE WATER POLLUTION CONTROL SITE WORK WITHOUT THE APPROVAL OF THE SWPPP BY THE CITY AND RWQCB.

34. NO VIBRATORY EQUIPMENT IN VIBRATORY MODE SHALL BE USED WITHIN 25-FEET OF CENTERLINE OF METROPOLITAN WATER DISTRICT PIPELINES.

35. NOTIFY DANIEL DIAZ WITH MUNICIPAL WATER DISTRICT AT LEAST THREE WORKING DAYS PRIOR TO START OF ANY WORK. TELEPHONE(323)276-7623 OR CELL (760)792-2573

36. THE CONTRACTOR SHALL REVIEW THE LABELLE MARVIN INC. STRUCTURAL PAVEMENT REPORTS (FOR THE FOLLOWING STREETS ALCOR STREET, 247TH STREET, 252ND

STREET, EBONY LANE, AND WALNUT STREET) TO DETERMINE ANY POTENTIAL ADVERSE SOIL CONDITIONS (I.E. HIGH MOISTURE CONTENT OR MACADAM PAVEMENT).

37. CONTRACTOR SHALL PERFORM PAVEMENT CORES AT LOCATIONS DIRECTED BY THE

CITY ENGINEER TO VERIFY EXISTING PAVEMENT THICKNESS AND CHARACTERISTICS PRIOR TO PAVEMENT REHABILITATION. IF CORING INDICATES PAVEMENT IS TOO THIN

FOR THE PROPOSED GRIND AND OVERLAY, THE REHABILITATION LIMITS AND TREATMENT MAY BE REVISED. CORING SHALL ONLY BE REQUIRED AT 254TH STREET AND 255TH STREET.

LEGEND

UNDERGROUND UTILITIES AND STRUCTURE

THE EXISTENCE AND LOCATION OR ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OR THE AVAILABLE RECORDS.

THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR.

SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND OR/GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.

NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR THE UTILITIES SHOWN/NOT SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND FACILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. CONTRACTOR SHALL TAKE PRECAUTION AND SAFETY MEASURES INCLUDING HAND DIGGING TO CONFIRM UTILITY LOCATIONS WHEN EXCAVATING.

PRIVATE ENGINEER'S NOTICE TO CONTRACTORS

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. HE/SHE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,

INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

ABBREVIATIONS
SHEET NO. DESCRIPTION

SHEET INDEX

TITLE SHEET

TYPICAL SECTIONS

LAYOUT PLANS

CURB RAMPS & CURB EXTENSIONS

SIGNING AND STRIPING PLANS
1 2-3
4-7
8-10
11-14

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)

UTILITIES CONTACTS
CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES CONCERNED A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION INCLUDING BUT NOT LIMITED TO:

AT&T

SPECTRUM (CHARTER)

CITY OF LOMITA

CITY OF LOMITA- WATER DIVISION (EMERGENCY PHONE)

COX COMMUNICATIONS

LOS ANGELES COUNTY FIRE DEPARTMENT

LOS ANGELES COUNTY SHERIFF DEPARTMENT

LOS ANGELES COUNTY SANITATION DISTRICT

LOS ANGELES COUNTY FLOOD CONTROL DISTRICT

METROPOLITAN WATER

SOUTHERN CALIFORNIA EDISON

SOUTHERN CALIFORNIA GAS

TIME WARNER CABLE

UNDERGROUND SERVICE ALERT

VERIZON
(510) 645-2929
(714) 591-4870
(310) 325-7110
(310) 597-6428
(949) 546-2754
(310) 326-2461
(310) 539-1661
(562) 699-7411
(562) 861-0316
(213) 217-7474
(714) 796-9999
(310) 605-2116
(714) 903-8446
811
(469) 886-4238

TITLE SHEET
1 AB AGGREGATE BASE
EX. EXISTING

CF CURB FACE

WM WATER METER

WV WATER VALVE

TS TRAFFIC SIGN

FH FIRE HYDRANT

DWY DRIVEWAY

ARA AIR RELEASE ASSEMBLY

PKWY PARKWAY

PAVEMENT LEGEND

AC OVERLAY

FULL PAVEMENT

SECTION RECONSTRUCTION
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:22 AM 8/17/2026 7:43 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-CV-01-CLOM000121.dwg Ryan Williams By: File:

F ET TA S
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CALIF
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No.C98016
PR
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RYAN J . WI LL IAMS

PROJECT SITE

EBONY LANE
SEE SHEET 4
252ND STREET
SEE SHEET 4
247TH PLACE
SEE SHEET 6

WALNUT STREET
SHEET 5

ALCOR STREET
SHEET 5

CITY LIMITS

DORIA AVENUE
SHEET 7
254TH STREET
SHEET 6 255TH STREET
SHEET 7

CURB RAMPS, CURB EXTENSIONS,

CONCRETE ISLAND, & HARDSCAPE
REPAIRS (SEE SHEET 6,8,9, & 10)

FIRE HYDRANT INSTALLATION

BRC BEGIN REVERSE CURVE

ERC END REVERSE CURVE

R/C RED CURB
Tuesday, September 15, 2026 Reg CC MTG, Page *45
TYPICAL SECTION EBONY LN. WALNUT ST. TO LOMITA BLVD. 01+62 TO 15+98 NOT TO SCALE CL N'LY R/W S'LY R/W TAPER COLD MILL CL TYPICAL SECTION 252ND ST. WESTERN ST END TO EBONY LN. 00+00 TO 01+82 NOT TO SCALE N'LY R/W S'LY R/W EX. C&G EX. AB C&G C&G EX. AB C&G TAPER COLD MILL TAPER COLD MILL TAPER COLD MILL CL TYPICAL SECTION WALNUT ST. 253RD ST. END TO LOMITA BLVD. 3+22 TO 19+40 5+07 TO 6+32* NOT TO SCALE *FULL DEPTH REMOVAL SEE SHEET 5 W'LY R/W E'LY R/W C&G EX. AB C&G TAPER COLD MILL TAPER COLD MILL TYPICAL SECTION 254TH ST. WESTERN ST END TO CYPRESS ST. 00+00 TO 03+94 NOT TO SCALE TYPICAL SECTION 255TH ST. WALNUT ST. TO WESTERN AVE. 00+51TO 07+53 NOT TO SCALE TYPICAL SECTION DORIA AVE. SOUTHERN ST END TO NORTHEN ST END 00+00 TO 07+72 NOT TO SCALE CL N'LY R/W S'LY R/W C&G C&G CL N'LY R/W S'LY R/W C&G EX. AB C&G CL W'LY R/W E'LY R/W C&G EX. AB C&G TYPICAL SECTION 255TH ST. WALNUT ST. TO WESTERN AVE. 7+59 TO 10+25.44 NOT TO SCALE CL N'LY R/W S'LY R/W C&G 14 12 26 P P P P P P 12 26 23 28 8 1 8 27 16 12 PP P 12 23 8 10 P P 23 PP P 8 10 23 PP P 8 10 6 20 P P 6 20 40.0' 80.0' 40.0' 8.0' PARKING LANE 8.0' PARKING LANE 12.0' 12.0' 28.0' TO 30.0' 28.0' TO 30.0' 20.0' TO 22.0' 20.0' TO 22.0'

3.5"

2.0"AC 20.0' 40.0' OR VAR 20.0' 8.0' PARKING LANE 7.0' 15.0' 15.0' 4.5' 8.0' 5.0' PARKING LANE 7.0'

2.0"AC
2"

1.5"

1.5"
2"

1.5" L.C. 25.0' 50.0' OR VAR 25.0' 18.0' 18.0' 8.0' PARKING LANE 7.0' 10.0' 8.0' 7.0' PARKING LANE 10.0'

2.0"AC

2.0"

2.0"

2.0" L.C. 25.0' 50.0' OR VAR 25.0' 15.0' 15.0' 8.0' PARKING LANE 10.0' 7.0' 8.0' 10.0' PARKING LANE 7.0' 25.0' 50.0' OR VAR 25.0' 18.0' 18.0' 8.0' PARKING LANE 7.0' 10.0' 8.0' 7.0' PARKING LANE 10.0'

2.0"

2.0" 25.0' 50.0' OR VAR 25.0'

2.0"

2.0"

6.0"AB

4.0"AC 25.0' 50.0' OR VAR 25.0' 15.0' 15.0' 8.0' PARKING LANE 10.0' 7.0' 8.0' 10.0' PARKING LANE 7.0'

6.0"AB

4.0"AC 15.0' 15.0' 8.0' PARKING LANE 10.0' 7.0' 8.0' 10.0' PARKING LANE 7.0' TYPICAL SECTIONS - PHASE 3 & 4 2 LEGENDTAPER COLD MILL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TWO WORKING DAYS BEFORE YOU DIG R Know what'sbelow. Callbefore you dig. RW P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 14 SHTS KSMM SUBMITTED BY DAVID EVANS & ASSOCIATES : RYAN WILLIAMS PROJECT MANAGER DATE Date: Prepared Under The Supervision Of : PREPARED BY: RYAN WILLIAMS R.C.E. 98016 CITY OF LOMITA STREET RECONSTRUCTION PROJECT ZONE G (PHASES 3 & 4) TEL. (310) 325-7110 FAX. (310) 325-4024 PUBLIC WORKS DEPARTMENT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 24300 NARBONNE AVENUE, LOMITA, CA 90717 City of Lomita XX/XX/2026 17542 17th Street, Suite 150 Tustin, California 92780 Phone: 714.665.4500 X/XX/2026 Plot Date:

Save Date:
8/17/2026 8:44 AM
8/17/2026 8:38 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-DT-02-CLOM000121.dwg Ryan Williams By:

File: F ET TA S OCI A CALIF VI L I RN O No.C98016 PR ET IS G RE DER OF ON E LA REE IN GN E SI RYAN J . WI LL IAMS CONSTRUCTION NOTES: PROTECT IN PLACE (ITEM AS NOTED) COLD MILL 1.0" EXISTING PAVEMENT SECTION CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER COLD MILL 2" EXISTING PAVEMENT SECTION INCREASE THE COLD MILL DEPTH WITHIN THE OUTER 6' OF PARKING LANE TO THE LIP OF GUTTER TO 2" BELOW THE LIP OF GUTTER CONSTRUCT 1.5" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER CONSTRUCT 2" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER EXCAVATE 10" EXISTING PAVEMENT SECTION INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY COLD MILL OUTER EDGES OF ROADWAY 1.5" BELOW THE LIP OF GUTTER, TAPERING TO 0" DEEP 6' FROM THE GUTTER INSTALL PAVEMENT FABRIC USING 0.25 GAL/SY PG 70-10 ASPHALT BINDER INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY, TAPERING TO 3/8" ABOVE LIP OF GUTTER P81423121 L.C. LEVEL COURSE 26272810 16620 Tuesday, September 15, 2026 Reg CC MTG, Page *46 CL TYPICAL SECTION 247TH PL. WESTERN ST. END TO WESTERN AVE. 00+00 TO 7+61 NOT TO SCALE N'LY R/W S'LY R/W CL TYPICAL SECTION ALCOR ST. WESTERN ST. END TO WALNUT ST. 00+00 TO 02+45 NOT TO SCALE N'LY R/W S'LY R/W C&G C&G C&G C&G P P P P 7 21 6 20 27.0' 54.0' OR VAR 27.0' 8.0' PARKING LANE 6.5' 15.5' 14.5' 8.0' PARKING LANE 11.5' 7.5' 12.5' 23.0' 46.0' OR VAR 23.0' 18.0' 5.0' 8.0' 10.0' PARKING LANE 18.0' 10.0' 8.0' 5.0' PARKING LANE

7.5"AB

4.0"AC

6.0"AB

4.0"AC TYPICAL SECTIONS - PHASE 3 & 4 3 LEGENDTAPER COLD MILL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TWO WORKING DAYS BEFORE YOU DIG R Know what'sbelow. Callbefore you dig. RW P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 14 SHTS KSMM SUBMITTED BY DAVID EVANS & ASSOCIATES : RYAN WILLIAMS PROJECT MANAGER DATE Date: Prepared Under The Supervision Of : PREPARED BY: RYAN WILLIAMS R.C.E. 98016 CITY OF LOMITA STREET RECONSTRUCTION PROJECT ZONE G (PHASES 3 & 4) TEL. (310) 325-7110 FAX. (310) 325-4024 PUBLIC WORKS DEPARTMENT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 24300 NARBONNE AVENUE, LOMITA, CA 90717 City of Lomita XX/XX/2026 17542 17th Street, Suite 150 Tustin, California 92780 Phone: 714.665.4500 X/XX/2026 Plot Date:

Save Date:
8/17/2026 8:23 AM
8/14/2026 1:41 PM By: Bkd P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-DT-02-CLOM000121.dwg Ryan Williams By:

File: F ET TA S OCI A CALIF VI L I RN O No.C98016 PR ET IS G RE DER OF ON E LA REE IN GN E SI RYAN J . WI LL IAMS PROTECT IN PLACE (ITEM AS NOTED) CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4" AC OVER 7 1/2" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 10" EXISTING PAVEMENT SECTION EXCAVATE 11 1/2" EXISTING PAVEMENT SECTION CONSTRUCTION NOTES: P672021 L.C. LEVEL COURSE Tuesday, September 15, 2026 Reg CC MTG, Page *47 FP
POLE

FO FO FO FO FO FO FO
FO
FO
FO
FO
E
FO
FO
FO

FO FO FO FO
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+56

EXIST R/W

EXIST EG
EXIST CL 80.0' 40.0' 40.0'12.0' 28.0' 28.0' 12.0' 8.0' 32.0' 32.0' 8.0' 8 12 14
8 12 14
24 25
24 24
24 25
25 1 23
1 23
MB
MB MB

MB POLE

CONC ISLAND
FO
FO
FO
FO
FO
FO

FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SS
SS
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
3+00
4+00
5+00
6+00
7+00
8+00
0+00
1+00
2+00
7+62
7+00
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00
3+00
4+00
5+00
6+00
7+00
8+00

EXIST R/W

EXIST EG
EXIST CL 80.0' 40.0' 40.0'12.0' 28.0' 28.0' 12.0'

25.0' 50.0'

25.0'

7.0'

18.0' 18.0'7.0'

20.0' 40.0' 20.0'

5.0'

4.5'
8 12 14
8 12 14
11 18

EXIST R/W

EXIST EG

EXIST CL
24 25
24 24
24 24
24 25
25 25
24 24
25 25
25 25
25 1 23
1 23
8 23
SEE SHEET 5

FOR WALNUT IMPROVEMENTS
SEE CURB EXTENSION DETAIL ON SHEET 10
TS
TS
0 20 40 80
SCALE: 1"=40'
4 STREET IMPROVEMENT PLANS (PHASE 3 & 4)
CONSTRUCTION NOTES:

LEGEND

AC OVERLAY
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:23 AM 8/17/2026 8:21 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-RD-03-CLOM000121-ALL SHEETS.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
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GN
ESSI
RYAN J . WI LL IAMS

LOMITA BLVD
EBONY LANE 251ST STREET
252ND STREET

WALNUT STREET EBONY LANE

EBONY LANE - WALNUT STREET TO LOMITA BOULEVARD
252ND STREET - CUL-DE-SAC TO WALNUT STREET MATCH LINE STA 09+50 SEE BELOW RIGHT MATCH LINE STA 09+50 SEE ABOVE LEFT COLD MILL 1.0" EXISTING PAVEMENT SECTION
CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER INCREASE THE COLD MILL DEPTH WITHIN THE OUTER 6' OF PARKING LANE TO THE LIP OF GUTTER TO 1.5" BELOW THE LIP OF GUTTER
INCREASE THE COLD MILL DEPTH WITHIN THE OUTER 6' OF PARKING LANE TO THE LIP OF GUTTER TO 2" BELOW THE LIP OF GUTTER
CONSTRUCT 1.5" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER INSTALL PAVEMENT FABRIC USING 0.25 GAL/SY PG 70-10 ASPHALT BINDER INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY

ADJUST SEWER OR STORM DRAIN MANHOLE FRAME AND COVER TO GRADE

ADJUST VALVE BOX AND COVER OR MANHOLE TO GRADE (WATER OR GAS) 1 8
11 12
14 18
23 24
25 253RD ST
Tuesday, September 15, 2026 Reg CC MTG, Page *48
MB

CONC ISLAND FO FO
FO
FO
FO

FO FO FO FO FO

FO FO FO FO FO

FO FO FO FO FO FO FO FO FO

FO FO FO
SS
SS
SS
SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 7+62 5+00 6+00 7+00
2+66 0+00 1+00 2+00
0+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 EXIST EG EXIST R/W EXIST CL

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG

EXIST CL

20.0'

7.0'

13.0'

40.0' 50.0'25.0' 25.0' 7.0'18.0' 18.0'7.0' 50.0'25.0' 25.0' 7.5'17.5' 17.5' 7.5'

46.0'

23.0' 23.0'

5.0' 18.0' 18.0' 5.0'
10 12 16

EXIST R/W

EXIST EG

EXIST CL
51-INCH

MWD PIPELINE
W
W
W
W
W
10'

SEE WATERLINE

DETAIL HEREON
24 25
24 25
24 24
25 25
25 25
6 20
8 23
25 24
25 12
P
52 P
13 P
6 20
6 20
8 10 12 16 23

SEE CURB EXTENSION DETAIL
ON SHEET 10
TS
TREE

CONCRETE ISLAND TO BE REMOVED AND

REPLACED WITH FULL DEPTH AB AND AC
SEE DETAIL ON SHEET 10
QTY:30
TS

SOUTHBOUND

LANE FROM

ALCORE STREET
TO 252ND STREET

SEE NOTE HEREON POLE FP

FO FO FO FO FO FO FO FO FO
FO

FO FO FO
FO FO
FO FO
SS

SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS

SS SS SS SS
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

EXIST R/W

EXIST EG
EXIST CL 50.0'25.0' 25.0' 7.0'18.0' 17.5'7.5' 50.0'25.0' 25.0' 7.0'18.0' 17.5'7.5' 10 12 16 10 12 16

EXIST R/W

EXIST EG
EXIST CL 51-INCH

MWD PIPELINE
24 24
24 24
25 25
25 8 23 8 23
24 25
FO
FO SS 0+00
W
8 9
10 8
11 47
49 50
48 46 10'
EX 6" AC WATER
53 0 20 40 80
SCALE: 1"=40'
5 STREET IMPROVEMENT PLANS (PHASE 3 & 4)
WALNUT STREET - 253RD STREET TO LOMITA BOULEVARD (PHASE 3) ALCOR STREET - CUL-DE-SAC TO WALNUT STREET (PHASE 4)
CONSTRUCTION NOTES:

LEGEND

AC OVERLAY
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:23 AM 8/17/2026 8:21 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-RD-03-CLOM000121-ALL SHEETS.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS
WALNUT STREET ALCOR STREET 252ND STREET 253RD STREET

WALNUT STREET ELEANOR PLACE
LOMITA BLVD MATCH LINE STA 13+00 SEE BELOW RIGHT MATCH LINE STA 13+00 SEE ABOVE LEFT NOTE: PROVIDE ADDITIONAL CONTINGENCY FOR ADDITIONAL

EXCAVATION WITHIN SOUTHBOUND LANE FROM ALCORE STREET
TO 252ND STREET. WHERE SUBGRADE IS EXPOSED FOLLOWING
MILLING. CONSTRUCTION OF FULL DEPTH 9" AC SECTION IS

RECOMMENDED
6 8
12 20
23 16
CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE
CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER COLD MILL 2" EXISTING PAVEMENT SECTION
INCREASE THE COLD MILL DEPTH WITHIN THE OUTER 6' OF PARKING LANE TO THE LIP OF GUTTER TO 2" BELOW THE LIP OF GUTTER
CONSTRUCT 2" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER EXCAVATE 10" EXISTING PAVEMENT SECTION
INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY

ADJUST SEWER OR STORM DRAIN MANHOLE FRAME AND COVER TO GRADE

ADJUST VALVE BOX AND COVER OR MANHOLE TO GRADE (WATER OR GAS)

ADJUST WATER METER TO GRADE

FULL PAVEMENT SECTION RECONSTRUCTION
24 25
10 1 REVISIONS PER MWD 07/10/24 RJWI

ALCOR ST - FIRE HYDRANT DETAIL
SCALE 1"=10'
WATER CONSTRUCTION NOTES:
46 47
49 50
INSTALL 6" MEGA-COUPLING (OR APPROVED EQUAL)
INSTALL FIRE HYDRANT ASSEMBLY, COMPLETE IN PLACE PER LA COUNTY STD PLAN W-10 INSTALL 6" 45 DEGREE BEND WITH CONCRETE THRUST BLOCK PER LA COUNTY STD PLAN W-21 INSTALL 6" 11-1/4 DEGREE BEND WITH CONCRETE THRUST BLOCK PER LA COUNTY STD PLAN W-21 EXTEND WATER SERVICE TO NEW 6" CML & CMC WATERLINE AND INSTALL SERVICE TAP PER LA COUNTY STD PLAN W-36 INSTALL 6" CML & CMC WATERLINE
48 ALCOR STREET 253RD PLACE
52 8 REMOVE EXIST REDUCER, WATER VALVE AND FLUSH OUT ASSEMBLY 9 REMOVE AND REPLACE PORTION OF CONCRETE DRIVEWAY
10 REMOVE AND REPLACE CONCRETE SIDEWALK (1 PANEL)
11 REMOVE PORTION OF EXIST 6" AC WATERLINE
12 REMOVE STOP SIGN
13 REMOVE AND DISPOSE CONCRETE WHEEL STOPS
REMOVAL NOTES:
53 TS TRAFFIC SIGN POLE
Tuesday, September 15, 2026 Reg CC MTG, Page *49
E E E
SS

SS SS SS SS SS SS
SS
SS
SS
SS

SS SS SS SS
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00 10+00 10+89

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG

EXIST R/W
EXIST EG 54.0' 27.0' 27.0' 12.5' 14.5' 15.5' 11.5' 54.0' 27.0' 27.0' 12.5' 14.5' 15.5' 11.5'

CITY LIMITS
7+60.84

EXIST EG
24 24
7 21
7 21
24 24
S
S
S

EXIST R/W

EXIST EG
EXIST CL 50.0' 25.0' 25.0' 10.0' 15.0' 15.0' 10.0'
0+00 1+00 2+00 3+00 4+004+13
6 20
24 P
32 14
51 51

6.0' 16.0'

3.5'
15 WM(3) 54
0 20 40 80
SCALE: 1"=40'
6 STREET IMPROVEMENT PLANS (PHASE 3 & 4)
247TH PLACE - CUL-DE-SAC TO EAST CITY LIMITS
254TH STREET - CUL-DE-SAC TO CYPRESS STREET
CONSTRUCTION NOTES:

LEGEND
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:23 AM 8/17/2026 8:21 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-RD-03-CLOM000121-ALL SHEETS.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS WESTERN AVENUE
247TH PLACE

PROTECT IN PLACE (ITEM AS NOTED)
CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE
CONSTRUCT 4" AC OVER 7 1/2" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 10" EXISTING PAVEMENT SECTION
EXCAVATE 11 1/2" EXISTING PAVEMENT SECTION

ADJUST SEWER OR STORM DRAIN MANHOLE FRAME AND COVER TO GRADE CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2
CONSTRUCT CURB AND GUTTER PER APWA STD. 120-3, A2-8
CONSTRUCT DRIVEWAY WING PER APWA STD 110-2 TYPE B AS SHOWN PER PLANS
7 21

FULL PAVEMENT SECTION RECONSTRUCTION
24 CYPRESS STREET
254TH STREET
6 20
P
32 51
14 REMOVE DRIVEWAY WING
15 REMOVE AC BERM
REMOVAL NOTES:

WM WATER METER
54 Tuesday, September 15, 2026 Reg CC MTG, Page *50
S
S
S
S
S
S

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG
EXIST CL 50.0' 25.0' 25.0' 10.0' 15.0' 15.0' 10.0' 42.0' 21.0' 21.0'7.0' 14.0' 14.0' 7.0' 4+54 5+00 6+00 7+00 7+72
4+54
0+00 1+00 2+00 3+00 4+00
8 23
24 24 24
25 24 24
24 25
8 10 23 10
S
S
S
S S
D S

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG
EXIST CL 50.0' 25.0' 25.0' 7.0' 18.0' 18.0' 7.0' 50.0' 25.0' 25.0' 10.0' 15.0' 15.0' 10.0' 0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+00
8+00 9+00 10+00
8 23
6 20
24 25
24 24
24 24
25 CITY BOUNDARY
10 0 20 40 80
SCALE: 1"=40'
7 STREET IMPROVEMENT PLANS (PHASE 3 & 4)

DORIA AVENUE - CUL-DE-SAC STREET
255TH STREET - WALNUT STREET TO TO EAST CITY LIMITS
CONSTRUCTION NOTES:

REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:23 AM 8/17/2026 8:21 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-RD-03-CLOM000121-ALL SHEETS.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS 252ND STREET

DORIA AVENUE

PROTECT IN PLACE (ITEM AS NOTED)
CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE
CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER COLD MILL 2" EXISTING PAVEMENT SECTION
EXCAVATE 10" EXISTING PAVEMENT SECTION
INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY

ADJUST SEWER OR STORM DRAIN MANHOLE FRAME AND COVER TO GRADE 23 24 WALNUT STREET
255TH STREET
6 8
10 20
P
LEGEND

AC OVERLAY

FULL PAVEMENT SECTION RECONSTRUCTION
Tuesday, September 15, 2026 Reg CC MTG, Page *51
253RD STREET
EBONY LANE 6 40 45 44 44 42 5 35 EX. TS P2 32 7 31 252ND STREET EBONY LANE P EX. WM40 6 45 44 44 2 42 34 4 P EX. TS EX. PP P 31 7 31 7 A 33 3 252ND STREET 252ND STREET EBONY LANE 40 6 45 44 44 2 42 34 4 31 7 7 31 33 3 2+00 POLE 251ST STREET EBONY LANE P EX. CATCH BASIN45 40 6 44 44 2 5 35 42 P EX. TS EX. PP P 7 31 EX. FH P 251ST STREET EBONY LANE 6 40 45 44 44 2 5 35 42 P EX. TS 7 31 P EX. CATCH BASIN LOMITA BOULEVARD EBONY LANE 31 7 45 7 31 45 2 32 2% MAX EX. TS P P EX. TS P EX. CONCRETE ISLAND LOMITA BOULEVARD EBONY LANE 45 44 44 2 42P EX. PP 5 35 7 31 6 39 ADA CURB RAMPS - PHASE 3 & 4 8 LEGENDTAPER GRINDING REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TWO WORKING DAYS BEFORE YOU DIG R Know what'sbelow. Callbefore you dig. RW P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 14 SHTS KSMM SUBMITTED BY DAVID EVANS & ASSOCIATES : RYAN WILLIAMS PROJECT MANAGER DATE Date: Prepared Under The Supervision Of : PREPARED BY: RYAN WILLIAMS R.C.E. 98016 CITY OF LOMITA STREET RECONSTRUCTION PROJECT ZONE G (PHASES 3 & 4) TEL. (310) 325-7110 FAX. (310) 325-4024 PUBLIC WORKS DEPARTMENT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 24300 NARBONNE AVENUE, LOMITA, CA 90717 City of Lomita XX/XX/2026 17542 17th Street, Suite 150 Tustin, California 92780 Phone: 714.665.4500 X/XX/2026 Plot Date:

Save Date:
8/17/2026 8:24 AM
8/17/2026 8:17 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-DT-04-CLOM000121-ADA.dwg Ryan Williams By:

File: F ET TA S OCI A CALIF VI L I RN O No.C98016 PR ET IS G RE DER OF ON E LA REE IN GN E SI RYAN J . WI LL IAMS CONSTRUCTION NOTES: PROTECT IN PLACE (ITEM AS NOTED) SAWCUT AND JOIN EXISTING PAVEMENT CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2 CONSTRUCT CURB PER APWA STD. 120-3 CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3 CONSTRUCT CURB AND GUTTER PER APWA STD. 120-3, A2-8 CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. 111-5 CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5 CONSTRUCT RETAINING CURB PER APWA STD. 111-5 SAWCUT AT THE NEAREST JOINT OR AS SHOWN IN THE CURB AND GUTTER PLACEMENT DETAIL AND JOIN EXISTING SIDEWALK CONSTRUCT YELLOW DETECTABLE WARNING SURFACE PER APWA STD. 111-5 P PROPOSED PCC CONCRETE REMOVE EXISTING PCC SIDEWALK, CROSS GUTTER, CURB, GUTTER, CURB RAMP BUSHES, GRASS LAWN, IRRIGATION SYSTEM AND MISCELLANEOUS LANDSCAPE FEATURES 1' WIDTH REMOVAL EXISTING ASPHALT AND REPLACE WITH FULL DEPTH AC PAVEMENT LEGEND 2 REMOVE 4" PCC SIDEWALK 3 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB 4 REMOVE 8" PCC CROSS GUTTER 5 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB AND GUTTER 6 REMOVE EXISTING PCC CURB RAMP 7 REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PER CURB AND GUTTER PLACEMENT DETAIL, SEE SHEET 8 REMOVAL NOTES: CURB RAMP 1 CURB RAMP 2 CURB RAMP 3 CURB RAMP 4 CURB RAMP 5 CURB RAMP 6 CURB RAMP 7 313234353940424445 CROSS STREET CORNER CASE TYPE COMMENTS 1234567 252ND STREET AND EBONY LANE 253RD STREET AND EBONY LANE 252ND STREET AND EBONY LANE 251ST STREET AND EBONY LANE 251ST STREET AND EBONY LANE LOMITA BOULEVARD AND EBONY LANE LOMITA BOULEVARD AND EBONY LANE NESWNWSENE CURB ISLAND SE BBBB-BB 22222-1 SCALE: 1" = 10' 1. THE CONTRACTOR TO VERIFY DETAILS WITH SITE VISIT, ANY CHANGES SHOULD BE DOCUMENTED BEFORE STARTING WORK. 2. THE CONTRACTOR TO FOLLOW THE LATEST APWA STANDARDS. ADA RAMPS GENERAL NOTES FIRE HYDRANT POWER POLE TRAFFIC SIGN POLE WATER METER FHPPTSWM EXISTING AC PAVEMENT REMOVE 8" AC/AB FILL WITH FULL DEPTH AC 1' NOT TO SCALE CURB AND GUTTER PLACEMENT DETAIL 33 Tuesday, September 15, 2026 Reg CC MTG, Page *52 WALNUT STREET 252ND STREET6 40 45 44 44 2 2 32 42 2 32 34 4 EX. TS P EX. FH P 6 40 45 44 44 22 32 42 2 32 34 4 EX. TS P EX. TS P 31 7 33 3 33 3 WALNUT STREET ALCOR STREET 40 6 45 44 44 2 2 32 42 2 32 34 4 31 7 31 7 33 3 ALCOR STREET WALNUT STREET 40 6 45 44 44 2 2 32 2 32 34 4 EX. LP P EX. FH P 31 7 31 7 33 3 WALNUT STREET ELEANOR PLACE44 44 2 2 32 42 2 32 EX. LP P 7 31 4 34 6 40 45 33 3 ELEANOR PLACE WALNUT STREET 40 6 45 44 44 2 2 32 42 2 32 7 31 34 4 33 3 WALNUT STREET LEOLA STREET 40 6 45 44 44 2 4 34 42 32 2 EX. PP/LP P EX. TS P 7 31 3 33 WALNUT STREET LEOLA STREET 40 6 45 44 44 2 42 34 4 P EX. TS P EX. TS 31 7 33 3 WALNUT STREET LOMITA BOULEVARD 6 36 45 44 44 2 5 35 42 EX. PPB EX. SP P MAST/LP 7 31 RFROMTO WALNUT STREET LOMITA BOULEVARD40 6 45 44 44 P 2 35 5 42 EX. MH 31 7 EX. SP/PPB P P EX. SP/PPB LOMITA BOULEVARD 42 WALNUT STREET 44 44 2 45 EX. SP P MAST/LP 35 5 31 7 37 6 WALNUT STREET LOMITA BOULEVARD 6 40 45 44 44 2 5 35 42 P P EX. SP/LP EX. CATCH BASIN 7 31 P EX. SP/PPB CYPRESS STREET 254TH STREET 34 40 45 2 42 2 35 5 4 6 P EX. TS P EX. PP P EX. GWA 31 7 2 32 44 44 9 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TWO WORKING DAYS BEFORE YOU DIG R Know what'sbelow. Callbefore you dig. RW P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 14 SHTS KSMM SUBMITTED BY DAVID EVANS & ASSOCIATES : RYAN WILLIAMS PROJECT MANAGER DATE Date: Prepared Under The Supervision Of : PREPARED BY: RYAN WILLIAMS R.C.E. 98016 CITY OF LOMITA STREET RECONSTRUCTION PROJECT ZONE G (PHASES 3 & 4) TEL. (310) 325-7110 FAX. (310) 325-4024 PUBLIC WORKS DEPARTMENT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 24300 NARBONNE AVENUE, LOMITA, CA 90717 City of Lomita XX/XX/2026 17542 17th Street, Suite 150 Tustin, California 92780 Phone: 714.665.4500 X/XX/2026 Plot Date:

Save Date:
8/17/2026 8:25 AM
8/17/2026 8:17 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-DT-04-CLOM000121-ADA.dwg Ryan Williams By:

File: F ET TA S OCI A CALIF VI L I RN O No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uesday, September 15, 2026 Reg CC MTG, Page *53

CONC ISLAND
5+00 6+00 EBONY LANE
WALNUT STREET253RD STREET 45 44 44 32 7 2 32 EX. TS P 31 44 42 40 42 42 3 36 45 6 35 2 253RD STREET 4 34 44 7 35 33 45 322 42 366 45 4242 2 32 31 R EX. GUY WIRE FROM 44 P EX. UTILITY POLE TO R EX. TS FROM TO 6 40 322 R EX. TS FROM TO 35 7 35 7 35 7 (4.3%) 2.0% 1.5%7.5% 0.7%

6.5%

8.4%
(3.4%)

2.0% 7.3% 4.4% 5.9%

1.7% 0.9% 0.1% 0.3% 0.1% (3.7%)
(4.0%)

2.0% 2.0%1.3%0.3%

8.0%

5.9% 0.6% 5.4%

5.4% 8.0% (5.5%) 2.0%

2.0%6.6%

6.5% (67.83) TC/FS 67.88 TC/FS 67.91 TC/FS (68.52) TC/FS (68.31) FS (68.81) TC/FS (68.88) TC/FS (68.86) TC/FS (69.27) TC/FS (67.85) TC/FS 67.78 FS, 67.92 TC (68.37) FS (68.28) FS (67.64) FS 68.15 TC 68.01 FS 68.03 TC 67.91 FS 68.23 TC 68.06 FS 68.06 TC 67.56 FL 67.80 TC 67.52 FS 67.86 TC 67.53 FS 67.90 TC 67.15 FL BRC 67.80 TC 67.05 FL PRC 67.73 TC 67.03 FL ERC 67.30 TC 66.97 FL 68.04 TC 67.39 FS 67.67 TC 67.34 FL STA 5+83.91, 45.05' R 68.25 TC, 67.61 FL 68.38 TC 68.18 FS 68.52 TC 67.77 FL PRC 68.77 TC 68.03 FL BRC 68.54 TC 67.79 FL STA 5+07.41, 20.12' L ERC (68.95) TC, (68.29) FL ECR 67.43 TC 67.27 FL 68.40 TC/FS 67.76 TC/FS 67.76 FS 67.31 TC/FS 67.39 TC/FS ECR 67.25 TC/FL BCR 67.51 TC/FL BCR 67.76 TC/FL 5.0%5.0% 5.0% 5.0%5.0% 3.9% 3.0% 5.0% STA 6+38.25, 18.62' L (67.56) TC, (66.92) FL 6.3' 5' TRANSITION PANEL 67.87 TC 67.42 FS 9.1' 4.2' 11.8' 4.6' 36 28.3' 68.47 TC 68.36 FS 5' TRANSITION PANEL STA 5+84.29, 44.80' L (68.26) TC, (67.58) FL 31 7.0' 67.55 TC/FL BCR 67.55 TC/FL 7' 7' 67.51 FL 7' 7' 7' (68.57) FS 5' TRANSITION PANEL 6.0' 6.1' 31 STA 5+58.15, 45.17' L (68.52) TC, (67.86) FL 68.75 TC 67.64 FS 68.27 TC 67.79 FL 67.77 TC/FL 3.3' 7' 68.65 TC 68.39 FS 68.13 TC 67.76 FS 7' 67.75 FL 68.13 TC 67.76 FS 7' ECR 68.11 TC 67.76 FL 7' 68.75 TC 68.73 FS 69.17 TC 69.01 FS (69.05) FS 5' TRANSITION PANEL 6.0' 3.8' 29.4' 9.4' 2.8' 13.6' 5' TRANSITION PANEL 11' STA 6+08.57, OFFSET 17.89' R (67.70) TC, (67.04) FL 67.94 TC 67.93 FS 67.74 TC 67.41 FS 67.82 TC 67.49 FS 67.77 TC 67.44 FL 68.35 TC 67.66 FS68.37 TC/FS 5' TRANSITION PANEL4.1' (2.0%) 11.7' 19.8' 5.4' 3.4' 5+00 6+00 20 20 1 2 3 4 5 6 7 8 9 10 11 12 13 2 3 P TREE 52 PROVIDE APPROX. 6' PAVEMENT BUFFER AROUND TREE LINE AND CURVE TABLE CURVE/LINE LENGTH 22.80 13.30 13.25 23.74 23.69 13.28 13.28 17.36 9.24 9.67 12.12 18.18 10.76 BEARING/DELTA 87.08 30.48 32.63 90.66 90.49 30.44 30.43 N89° 58' 49.58"E N2° 53' 54.88"E S0° 36' 30.82"W N89° 56' 43.27"E S89° 51' 41.84"E S0° 37' 47.03"W RADIUS 15.00 25.00 23.27 15.00 15.00 25.00 25.00 12345678910111213 R 10 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE TWO WORKING DAYS BEFORE YOU DIG R Know what'sbelow. Callbefore you dig. RW P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 14 SHTS KSMM SUBMITTED BY DAVID EVANS & ASSOCIATES : RYAN WILLIAMS PROJECT MANAGER DATE Date: Prepared Under The Supervision Of : PREPARED BY: RYAN WILLIAMS R.C.E. 98016 CITY OF LOMITA STREET RECONSTRUCTION PROJECT ZONE G (PHASES 3 & 4) TEL. (310) 325-7110 FAX. (310) 325-4024 PUBLIC WORKS DEPARTMENT NO WORK SHALL BE DONE ON THIS SITE UNTIL BELOW AGENCY IS NOTIFIED OF INTENTION TO GRADE OR EXCAVATE. 24300 NARBONNE AVENUE, LOMITA, CA 90717 City of Lomita XX/XX/2026 17542 17th Street, Suite 150 Tustin, California 92780 Phone: 714.665.4500 X/XX/2026 Plot Date:

Save Date:
8/17/2026 8:25 AM
8/17/2026 8:17 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\EC-DT-04-CLOM000121-ADA.dwg Ryan Williams By:

File: F ET TA S OCI A CALIF VI L I RN O No.C98016 PR ET IS G RE DER OF ON E LA REE IN GN E SI RYAN J . WI LL IAMS CONSTRUCTION NOTES: CURB RAMP EXTENSIONS 21 , 22 & 23 PROTECT IN PLACE (ITEM AS NOTED) CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 10" EXISTING PAVEMENT SECTION SAWCUT AND JOIN EXISTING PAVEMENT CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2 CONSTRUCT CURB PER APWA STD. 120-3 CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3 CONSTRUCT CURB AND GUTTER PER APWA STD. 120-3, A2-8 CONSTRUCT CURB RAMP CASE A TYPE 2 PER APWA STD. 111-5 CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5 CONSTRUCT RETAINING CURB PER APWA STD. 111-5 SAWCUT AT THE NEAREST JOINT OR AS SHOWN IN THE CURB AND GUTTER PLACEMENT DETAIL AND JOIN EXISTING SIDEWALK CONSTRUCT YELLOW DETECTABLE WARNING SURFACE PER APWA STD. 111-5 RELOCATE (ITEM AS NOTED) P PROPOSED PCC CONCRETE REMOVE EXISTING PCC SIDEWALK, CROSS GUTTER, CURB, GUTTER, CURB RAMP BUSHES, GRASS LAWN, IRRIGATION SYSTEM AND MISCELLANEOUS LANDSCAPE FEATURES FULL PAVEMENT SECTION RECONSTRUCTION PAVEMENT LEGEND 3132343536404244452 REMOVE 4" PCC SIDEWALK 3 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB 4 REMOVE 8" PCC CROSS GUTTER 5 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB AND GUTTER 6 REMOVE EXISTING PCC CURB RAMP 7 REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PER CURB AND GUTTER PLACEMENT DETAIL, SEE SHEET 8 REMOVAL NOTES: CROSS STREET CORNER CASE TYPE COMMENTS 2223 253RD STREET AND WALNUT STREET 253RD STREET AND WALNUT STREET NESW BA 22 21 CURB EXTENSIONS & CONCRETE ISLAND SCALE: 1" = 10' 1. THE CONTRACTOR TO VERIFY DETAILS WITH SITE VISIT, ANY CHANGES SHOULD BE DOCUMENTED BEFORE STARTING WORK. 2. THE CONTRACTOR TO FOLLOW THE LATEST APWA STANDARDS. ADA RAMPS GENERAL NOTES LEGENDTAPER GRINDING FIRE HYDRANT LIGHT POLE POWER POLE PED PUSH BUTTON SIGNAL POLE TRAFFIC SIGN POLE MANHOLE FHLPPPPPB SPTSMH 33 253RD STREET AND WALNUT STREET NW A 2 206 PHASE 3 & 4 2 RAMPS 2 RAMPS 2 RAMPS 0 05 10 20 SCALE: 1"=10' Tuesday, September 15, 2026 Reg CC MTG, Page *54 MB
MB MB

MB POLE

CONC ISLAND
0+00
1+00
2+00
2+22
7+62
7+00
0+00
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00
3+00
4+00
5+00
6+00
7+00
8+00

EXIST R/W

EXIST EG
467' EXIST CL
E SNS
R30(CA)MOD
R30(CA)MOD E R30(CA)MOD E
E
SNS
R30(CA)MOD
R30(CA)MOD E
E R2-1(30)
R30(CA)MOD
"STOP"
12" WHITE

LIMIT LINE
140'
R1-1 R
E R30(CA) MOD
38A
PM
PM
21 R1-1 R
12" WHITE
BASIC

CROSSWALK
PM
RP
RP
RP 8' 14' 14' 8' 6' 6' 8' 14' 8' 6' 6'
100' GREEN

PAVEMENT
PM 100'
GREEN

PAVEMENT
PM

INSTALL WHITE BIKE LANE

SYMBOL WITH PERSON

AND BIKE LANE ARROW IN
GREEN BOX (132" X 60")
SEE DETAIL SHEET 14
PM

INSTALL WHITE BIKE LANE

SYMBOL WITH PERSON AND

BIKE LANE ARROW IN
GREEN BOX (132" X 60")
SEE DETAIL SHEET 14
PM
R3-17 IS 14'
1 PM
INSTALL CLASS 1 FELXIBLE

POST DELINEATORS PER
CALTRANS STD PLAN A73C
AT 5' O.C.

PM 6" WHITE
STRIPE
PM
IS
R1-1
PM INSTALL CLASS 1 FELXIBLE

POST DELINEATORS PER
CALTRANS STD PLAN A73C
AT 10' O.C.

IS R3-17
R3-17aP
PM
6"

DIAGONAL
STRIPE
IS R3-17
R3-17bP
R R1-1
IS W23-2
RP
6" WHITE

DIAGONAL
STRIPE
FP
POLE
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+56

EXIST R/W

EXIST EG
405' EXIST CL
E
"STOP"
R30(CA)MOD

TYPE IV(R)
ARROW
E SNS
E R30(CA)MOD
R28(S)(CA) E
E R3-7
E R9-3
R9-3bP
E SNS
E W11-2
W16-7P(R)
82' 54' W4-1 E
6" WHITE LINE
"RIGHT TURN ONLY" E
E R1-1
21 31 28
PM
PM
PM
12" WHITE LADDER CROSSWALK PM
12" WHITE LADDER

CROSSWALK PM
RP
RP
RP
RP
RP
RP 8' 14' 14' 8' 6' 6' 8' 5' 8' 11' 11' 5' 8' 5' 11'
PM 100' GREEN PAVEMENT
PM 112' GREEN PAVEMENT
100' GREEN PAVEMENT PM

INSTALL WHITE BIKE LANE

SYMBOL WITH PERSON

AND BIKE LANE ARROW IN
GREEN BOX (132" X 60")
SEE DETAIL SHEET 14
PM

INSTALL WHITE BIKE LANE

SYMBOL WITH PERSON

AND BIKE LANE ARROW IN
GREEN BOX (132" X 60")
SEE DETAIL SHEET 14
PM
91' 28
1 R/C
R/C
R/C

LEGEND AND CONSTRUCTION NOTES
E
1 EXISTING TO REMAIN

REMOVE AND SALVAGE

INSTALL BLUE REFLECTORIZED PAVEMENT MARKER (RPM) ACROSS FROM FIRE HYDRANT PER CALIFORNIA MUTCD SECTION 3B.11 AND FIGURE 3B-102(CA)
R

INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED

REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW

OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS

INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING

INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC)

INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED

EXISTING SIGN

EXISTING

STREET NAME SIGN
EXIST
SNS
IS
RP
##
PM
0 20 40 80
SCALE: 1"=40'
11 SIGNING AND STRIPING PLANS (PHASE 3 & 4)
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:25 AM 8/17/2026 8:03 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\TT-SS-05-CLOM000121-Striping.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS
LOMITA BLVD EBONY LANE 251ST STREET
252ND STREET

EBONY LANE

WALNUT STREET
EBONY LANE - 253RD STREET TO LOMITA BOULEVARD MATCH LINE STA 09+50 SEE BELOW RIGHT MATCH LINE STA 09+50 SEE ABOVE LEFT SIGNING AND STRIPING GENERAL NOTES (FOR SHEETS 11-14)

1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF LOMITA DEPARTMENT OF ENGINEERING PRIOR TO THE START OF ANY WORK.

INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST FOUR WORKING

DAYS PRIOR TO THE START OF ANY WORK WITHIN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.

2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL

CONFORM TO THESE PLANS, THE CITY OF LOMITA DESIGN STANDARDS, THE

CITY'S SPECIAL PROVISIONS, CALTRANS STANDARD PLANS AND

SPECIFICATIONS, LATEST EDITIONS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES.

4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD, UNLESS OTHERWISE SHOWN ON THE PLANS. SIGNS AND SIGNPOSTS THAT ARE REMOVED SHALL BE SALVAGED TO THE CITY YARD.

5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED.

6. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY

SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT NO COST TO THE CITY.

7. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS.

NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING."

8. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS.

9. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CALIFORNIA MUTCD SECTION 3B.11 AND FIGURE 3B-102(CA).

10. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE

ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER.

11. CROSSWALK SHALL BE 11' WIDE BETWEEN 12" STRIPES AND SHALL BE CENTERED TO THE HANDICAP RAMP UNLESS OTHERWISE SHOWN.

12. ADD A NOTE 12 - CONTRACTOR TO COORDINATE WITH CITY ENGINEER TO PLACE SIGNAGE INDICATING TRAFFIC CONTROL CHANGE AHEAD. SIGNS SHALL BE PLACED FOR NO LESS THAN 90 DAYS.
253RD STREET
Tuesday, September 15, 2026 Reg CC MTG, Page *55

LEGEND AND CONSTRUCTION NOTES
E
1 EXISTING TO REMAIN

REMOVE AND SALVAGE

INSTALL BLUE REFLECTORIZED PAVEMENT MARKER (RPM) ACROSS FROM FIRE HYDRANT PER CALIFORNIA MUTCD SECTION 3B.11 AND FIGURE 3B-102(CA)
R

INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED

REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW

OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS

INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING

INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC)

INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED

EXISTING SIGN

EXISTING

STREET NAME SIGN

INSTALL NEW TYPE E LOOP DETECTOR AND SPLICE TO EXISTING DETECTOR LOOP CABLE AS SHOWN. EXACT LOOPS AND PULL BOX LOCATIONS TO BE VERIFIED BY THE CONTRACTOR.

EXIST
SNS
IS
RP
##
PM
3 MB
CONC ISLAND 193'
7+62 5+00 6+00 7+00
2+66 0+00 1+00 2+00
0+00
1+00
2+00
3+00
3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 EXIST EG EXIST R/W EXIST CL

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG

EXIST CL
1 E R30(CA) MOD
E R30(CA) MOD E R30(CA) MOD
E SNS

NEIGHBORHOOD
WATCH
1 R30(CA) MOD E
R26(CA) MOD E
E R30(CA) MOD
R26(CA) MOD E
R26(CA) E
R26(CA)
"RIGHT
TURN ONLY"
R
R2-1(25)
R30(CA) MOD E
E R1-1
E R30(CA) MOD
SNS
R1-1
E
2 2
2 150' 1
122' 1
193' 1
RP
21 240'
R1-1 IS
R R1-1
"STOP" PM
"STOP" PM
PM "STOP" POLE FP
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

EXIST R/W

EXIST EG

EXIST CL
E R30(CA) MOD
SNS E
R3(CA)
MOD
E
1 R30(CA) MOD E E R30(CA) MOD
E R30(CA) MOD
E R1-1
E R30(CA) MOD
R2-1(25)
R30(CA) MOD
E
2 2
80' 21
193' 46' 1
195' 1
12" WHITE X-WALK LINE PM
1 RP
3 0 20 40 80
SCALE: 1"=40'
12 SIGNING AND STRIPING PLANS (PHASES 3 & 4)
WALNUT STREET - 253RD STREET TO LOMITA BOULEVARD

ALCOR STREET - CUL-DE-SAC TO WALNUT STREET
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:26 AM 8/17/2026 8:03 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\TT-SS-05-CLOM000121-Striping.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS
WALNUT STREET ALCOR STREET 252ND STREET 253RD STREET
WALNUT STREET ELEANOR PLACE LOMITA BLVD MATCH LINE STA 13+00 SEE BELOW RIGHT MATCH LINE STA 13+00 SEE ABOVE LEFT LEOLA ST 253RD PLACE Tuesday, September 15, 2026 Reg CC MTG, Page *56
0+00 1+00
2+00
3+00
4+00
5+00
6+00 7+00 8+00 9+00 10+00 10+89

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG

EXIST R/W

EXIST EG
1 1

CITY BOUNDARY

LEGEND AND CONSTRUCTION NOTES
1 REMOVE AND SALVAGE

INSTALL BLUE REFLECTORIZED PAVEMENT MARKER (RPM) ACROSS FROM FIRE HYDRANT PER CALIFORNIA MUTCD SECTION 3B.11 AND FIGURE R

INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED

EXISTING SIGN
PM
S
S
S
1 EXIST R/W

EXIST EG

EXIST CL
0+00 1+00 2+00 3+00 4+004+13
0 20 40 80
SCALE: 1"=40'
13 SIGNING AND STRIPING PLANS (PHASE 3 & 4)
247TH PLACE - CUL-DE-SAC TO EAST CITY LIMITS
254TH STREET - CUL-DE-SAC TO CYPRESS STREET
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:26 AM 8/17/2026 8:03 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\TT-SS-05-CLOM000121-Striping.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS WESTERN AVENUE
247TH PLACE CYPRESS STREET
254TH STREET
Tuesday, September 15, 2026 Reg CC MTG, Page *57

LEGEND AND CONSTRUCTION NOTES
E
1 EXISTING TO REMAIN

REMOVE AND SALVAGE

INSTALL BLUE REFLECTORIZED PAVEMENT MARKER (RPM) ACROSS FROM FIRE HYDRANT PER CALIFORNIA MUTCD SECTION 3B.11 AND FIGURE 3B-102(CA)
R

INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING

INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC)

INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED

EXISTING SIGN
##
PM
S
S
S
S
S
S
1 1

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG

EXIST CL
4+54 5+00 6+00 7+00 7+72
4+54
0+00 1+00 2+00 3+00 4+00
S
S S
S
S

D S CITY

BOUNDARY
PM "STOP"
RP
E R30(CA)
MOD
1 1

EXIST R/W

EXIST EG

EXIST CL

EXIST R/W

EXIST EG
EXIST CL 0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+00
8+00 9+00 10+00

INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED

REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW IS
0 20 40 80
SCALE: 1"=40'
14 SIGNING AND STRIPING PLANS (PHASE 3 & 4)

DORIA AVENUE - CUL-DE-SAC STREET
255TH STREET - WALNUT STREET TO EAST CITY LIMITS
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE

TWO WORKING DAYS BEFORE YOU DIG
R Know what'sbelow. Callbefore you dig.

RW

P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :

SHT OF 14 SHTS
KS
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :

RYAN WILLIAMS

PROJECT MANAGER
DATE
Date:

Prepared Under The Supervision Of :

PREPARED BY:

RYAN WILLIAMS R.C.E. 98016

CITY OF LOMITA

STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 3 & 4)
TEL. (310) 325-7110 FAX. (310) 325-4024

PUBLIC WORKS DEPARTMENT

NO WORK SHALL BE DONE ON THIS SITE

UNTIL BELOW AGENCY IS NOTIFIED OF
INTENTION TO GRADE OR EXCAVATE.
24300 NARBONNE AVENUE, LOMITA, CA
90717
City of Lomita XX/XX/2026
17542 17th Street, Suite 150
Tustin, California 92780
Phone: 714.665.4500
X/XX/2026 Plot Date: Save Date: 8/17/2026 8:26 AM 8/17/2026 8:03 AM By: Rjwi P:\C\CLOM00000121\0400CAD\SHEETS\_Phases 3 & 4\TT-SS-05-CLOM000121-Striping.dwg Ryan Williams By: File:

F ET TA S
O
CI A
CALIF
VI L
I RN O
No.C98016
PR
ET IS
G
RE DER
OF ON
E LA
R
E
E IN
GN
ESSI
RYAN J . WI LL IAMS 252ND STREET

DORIA AVENUE WALNUT STREET
255TH STREET

BIKE LANE CONFLICT ZONE DETAIL
DETAIL 39A
GREEN PREFORMED THERMOPLASTIC 4' OR VARIES

DISTANCE AS SHOWN ON PLANS
4' 8' 4' 8' 4'

NOT TO SCALE
132"
24" 60"
24" 30" 40"

WHITE BIKE LANE ARROW
WHITE "BIKE" SYMBOL

BIKE BOX DETAIL

NOT TO SCALE

GREEN PREFORMED

THERMOPLASTIC

CENTERLINE OF BIKE LANE
CL
60"
DETAIL 39A
Tuesday, September 15, 2026 Reg CC MTG, Page *58

NOTICE OF EXEMPTION
Project Description:

Street Reconstruction Project – Zone G Phases 3 & 4 – This project consists of rehabilitation and reconstruction of existing public streets in the northeast portion of Lomita (Zone G), and portions of Doria Avenue, 254th Street, and 255th Street. The streets were identified in the City’s 2024 Pavement Management Program Update based on existing pavement conditions. Depending on the existing pavement condition, rehabilitation will range from asphalt overlay to full-depth reconstruction of the existing roadway use and function. The project will retain the existing roadway use and function.

The project also includes repair or replacement of existing sidewalks, driveway aprons, cross gutters, curbs and gutters, and restriping of existing roadways to provide bicycle lanes. These improvements are intended to address existing pavement and infrastructure conditions and improve accessibility, multimodal circulation, and traffic safety. Additionally, the project includes an intersection redesign and installation of curb extensions and ADA curb ramps. The project will not construct additional automobile travel lanes, materially widen the existing roadway system, extend streets into undeveloped areas, or increase the vehicular capacity of the roadway network.

The project further includes installation of a fire hydrant and associated lateral within the existing public right-of-way. The hydrant will connect to the existing water distribution system and is a minor utility and public safety improvement intended to improve fire protection for the existing developed neighborhood. It will not extend service into unserved areas, expand the geographic service area of the existing water system, or provide infrastructure necessary to accommodate new development.

Finding:

The City Council of the City of Lomita has reviewed the above-proposed project and finds it to be exempt from the provisions of the California Environmental Quality Act (CEQA).

Ministerial Project
Existing Facilities, Categorical Exemption (CEQA Guidelines, Section 15301 Class 1) Replacement or Reconstruction, Categorical Exemption (CEQA Guidelines, Section 15302 Class 2)
New Construction or Conversion of Small Structures, Categorical Exemption (CEQA Guidelines, Section 15303 Class 3)
Minor Alterations to Land, Categorical Exemption (CEQA Guidelines, Section 15304 Class 4) Statutory Exemption
Emergency Project
Quick Disapproval (CEQA Guidelines, Section 15270)
No Possibility of Significant Effect [CEQA Guidelines, Section 15061(b)(3)] City of Lomita
Public Works Department
24300 Narbonne Avenue
Lomita, CA 90717
310-325-7110
Attachment 2
Tuesday, September 15, 2026 Reg CC MTG, Page *59
Supporting Reasons
Class 1 – Existing Facilities (CEQA Guidelines Section 15301) The project qualifies for a Class 1 exemption because it consists primarily of repair, maintenance, and minor alteration of existing public streets, sidewalks, gutters, bicycle and pedestrian facilities, and associated facilities, involving negligible or no expansion of existing or former use. Section 15301(c) specifically encompasses existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities, including alterations such as bicycle lanes, pedestrian crossings, and other similar alterations that do not create additional automobile lanes. The roadway rehabilitation, sidewalk and drainage repair, curb extensions, ADA-compliant curb ramps, traffic control modifications, and bicycle lane striping will occur within the existing developed roadway system and public right-of-way. The improvements will maintain the existing transportation function of the roadway system, will not create additional automobile lanes, and will result in negligible or no expansion of existing or former use.

Class 2 – Replacement or Reconstruction (CEQA Guidelines Section 15302) The replacement and reconstruction components of the project also qualify for a Class 2 categorical exemption. Section 15302 applies to the replacement or reconstruction of existing structures and facilities where the new structure or facility will be located on the same site as the structure or facility replaced and will have substantially the same purpose and capacity. The full-depth street reconstruction and replacement of deteriorated sidewalks, driveway aprons, cross gutters, curbs, gutters, and related facilities will occur substantially within the same locations as the facilities being replaced and will serve substantially the same purposes and capacities. These improvements replace or reconstruct existing public infrastructure to current standards without materially expanding capacity or use of the existing roadway system.

Class 3 – New Construction or Conversion of Small Structures (CEQA Guidelines Section 15303)
The installation of the new fire hydrant and associated lateral as well as curb extensions and ADA curb ramps independently qualifies for the Class 3 categorical exemption as the construction and location of limited new, small facilities. The hydrant and lateral constitute a discrete, small-scale addition to the existing water distribution system within an existing developed public right-of-way.

The facilities will serve the existing neighborhood and improve existing fire protection service and will not extend utility service to undeveloped property, expand the water system’s geographic service area, or facilitate new development. Similarly, the installation of curb extensions and ADA ramps would improve vehicle and pedestrian interactions and would not extend to undeveloped property or facilitate new development. The limited scale and existing service function of these improvements are consistent with the types of facilities contemplated by Section 15303.

Class 4 – Minor Alterations to Land (CEQA Guidelines Section 15304) Applicable portions of the project also qualify for a Class 4 categorical exemption because they involve minor alterations to existing public rights-of-way and developed land. In particular, Section 15304(h) expressly encompasses the creation of bicycle lanes on existing rights-of-way. The project’s bicycle lanes will be established through revised striping and related minor roadway improvements within existing public rights-of-way. To the extent the project requires minor trenching Tuesday, September 15, 2026 Reg CC MTG, Page *60
and backfilling for the hydrant lateral or other improvements, the affected surfaces will be restored following construction.

Exceptions to the Categorical Exemptions (CEQA Guidelines Section 15300.2) None of the exceptions set forth in CEQA Guidelines Section 15300.2 preclude the use of the foregoing categorical exemptions. The project consists of rehabilitation, construction, and minor modification of existing infrastructure within an urbanized and developed public right-of-way. The project will not expand the existing street network into undeveloped areas, add automobile travel lanes, extend utility service to accommodate new development, or otherwise materially intensify the existing use of the project area. The improvements are intended to address existing pavement conditions and improve accessibility, circulation, traffic safety, bicycle facilities, drainage, and fire protection for the existing developed area.

There are no unusual circumstances associated with the project that would give rise to a reasonable possibility of a significant environmental effect. The proposed curb extensions, ADA curb ramps, traffic control modifications, bicycle lanes, and fire hydrant improvements are limited in scope, will occur within existing developed public rights-of-way, and are consistent with existing transportation, utility, and public safety uses of the project area. The project will not result in significant cumulative impacts from successive projects of the same type in the same place over time. In addition, the project will not result in damage to scenic resources within an officially designated state scenic highway, is not located on a site included on a list compiled pursuant to Government Code Section 65962.5, and will not cause a substantial adverse change in the significance of any historical resources. Accordingly, none of the exceptions in CEQA Guidelines Section 15300.2 apply to preclude reliance on the applicable categorical exemptions.

Date Deanna Fraley, P.E., Public Works Director
Tuesday, September 15, 2026 Reg CC MTG, Page *61
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Deanna Fraley, PE, Public Works Director
MEETING DATE: September 15, 2026
SUBJECT: Approve California Environmental Quality Act (CEQA) Determination for Zone G Water Main Replacement Project

RECOMMENDED ACTION
Approve the Zone G Water Main Replacement Project and its design plans; determine that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to Public Resources Code Section 21080.21 and CEQA Guidelines Sections 15302 and 15303; and direct staff to file a Notice of Exemption.

BACKGROUND
The Zone G Water Main Replacement project will replace aging water mains along Walnut Street, Ebony Lane and 247th Place. The existing water mains range from 4 inches to 8 inches diameter and were originally constructed in 1928. At nearly 100 years old, these water mains have exceeded their anticipated useful life and are in need of replacement to improve the reliability and resiliency of the City’s water distribution system.

The project includes installation of approximately 4,500 linear feet of new 8-inch PVC water main and abandonment of the existing water mains along the three streets. The project also includes installation of associated water system infrastructure, including valves, service laterals, fittings, and fire hydrants. In addition, a new fire hydrant and service lateral will be installed at the west end of 247th Place to improve fire flow and fire protection in the area.

The eastern portion of the water main along 247th Place was replaced as a part of the 247th Street Area Water Main Replacement Project, which was completed in February 2026. The Zone G Water Main Replacement Project will continue this infrastructure improvement by replacing the remaining western portion of that water main along 247th Place.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7g
Tuesday, September 15, 2026 Reg CC MTG, Page *62
2 This project was identified in the City’s 2022-2027 Capital Improvement Program (CIP) Master Plan as part of the City’s ongoing “Annual Pipe Rehabilitation and Replacement (R&R)” and “Annual Pipeline Upsizing Project.” In July 2023, City Council approved a Professional Services Agreement with Onward Engineering for the design of the Zone G Water Main Replacement Project.

DISCUSSION
The Zone G Water Main Replacement Project (Project) design was completed in August 2026. The plans are included in Attachment 1. Staff is requesting that the City Council approve the project and design plans so the project can proceed toward construction.

This action approves the scope and design of the Project in accordance with CEQA compliance. Approval of the plans does not award a construction contract or authorize construction at this time. Staff will proceed with the bidding process following project approval, and award of the construction contract and other necessary constructionrelated action will be presented to the City Council separately, as applicable.

Staff has reviewed the project in accordance with CEQA and recommends that the City Council determine that the Project is exempt pursuant to Public Resources Code Section 21080.21 and CEQA Guidelines Sections 15302 and 15303.

Public Resources Code Section 21080.21 – Statutory Exemption The Project includes replacement and installation of approximately 4,500 linear feet of underground water pipeline and associated subsurface facilities within existing public streets and public rights-of-way. Because the qualifying pipeline work is less than one mile in length and occurs within existing public rights-of-way, it is statutorily exempt from CEQA pursuant to Public Resources Code § 21080.21.

CEQA Guidelines Section 15302 – Replacement or Reconstruction The Project will replace existing water distribution infrastructure in substantially the same locations and for substantially the same purpose. The replacement facilities will continue to serve the existing developed service area. The increase in pipe diameter is intended to improve existing water flow, pressure, system reliability, and fire flow and will not expand the City’s geographic water service area or provide infrastructure intended to accommodate new development.

CEQA Guidelines Section 15303 – New Construction or Conversion of Small Structures
The Project includes installation of a new fire hydrant and associated service lateral at the west end of 247th Place. These improvements constitute a limited amount of new, small utility infrastructure within an existing developed public right-of-way. The improvements will connect to the existing water distribution system and improve fire protection for existing development. It will not extend water service to undeveloped areas Tuesday, September 15, 2026 Reg CC MTG, Page *63
3 or expand the geographic water service area of the systems, or facilitate new development.

The basis for these exemptions is further described in the Notice of Exemption included as Attachment 2. The replacement facilities and new fire hydrant will be installed within existing roadway and utility corridors and will continue to serve the existing developed service area and substantially the same utility functions. None of the applicable exceptions to the categorical exemptions under CEQA Guidelines Section 15300.2 preclude reliance on Sections 15302 and 15303. The statutory exemption under Public Resources Code section 21080.21 independently applies to the qualifying subsurface pipeline improvements.

Staff recommends that the City Council approve the project and design plans, determine that the project is exempt from CEQA, and direct staff to file the Notice of Exemption.

FISCAL IMPACT
There are no financial implications resulting from this recommendation. Approval of the Project and final design plans does not award a construction contract. Any construction management agreement and construction contract requiring City Council approval will be presented separately for consideration at a later date.

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 Staff with further direction.

ATTACHMENTS

1. Zone G Water Main Replacement Project 100% Design Plans

2. CEQA Notice of Exemption
Prepared by: Approved by:

Tuesday, September 15, 2026 Reg CC MTG, Page *64
4 _______________________ ______________________
Deanna Fraley, PE Andrew Vialpando
Public Works Director City Manager
Tuesday, September 15, 2026 Reg CC MTG, Page *65
WATER MAIN REPLACEMENT ZONE G PROJECT NO. W-375 STANDARD LINE TYPES EXISTING CENTERLINE EXISTING PROPERTY BOUNDRY EXISTING PARCEL LINE EXISTING SURFACE FEATURES EXISTING 51" WATER LINE (MWD) PROPOSED 8" WATER MAIN EXISTING 6" WATER MAIN EXISTING ABANDONDED 6" WATER MAIN EXISTING 2" GAS LINE EXISTING 8" SANITARY SEWER EXISTING 12" SANITARY SEWER EXISTING 45" STORM DRAIN EXISTING 24.5' STORM DRAIN CITY STANDARD DETAILS W-1 WATER MAIN TRENCH DETAIL W-11
1  WATER SERVICE INSTALLATION W-12
1-12 WATER SERVICE INSTALLATION W-13
1 2 SERVICE CONNECTION TO MAIN LINE W-11
FIRE HYDRANT INSTALLATION W-13
DI CONNECTION TO MAIN W-14
CONCRETE THRUST BLOC.
4 TO 1 DIA FITTING
W-142
THRUST BLOC. AREA RE4UIREMENTS W-15
VALVE BOX ASSEMBLY ST-11
TRENCH BAC.FILL AND PAVEMENT REPAIRS SHEET INDEX 1. TITLE SHEET. 2. WATER PLAN - WALNUT ST. FROM STATION  1.7
TO 15.. 3. WATER PLAN - WALNUT AVE. FROM STATION 15. TO 25.. 4. WATER PLAN - WALNUT AVE. FROM STATION 25. TO 27.4. 5. WATER PLAN - EBONY LN. FROM STATION 115. TO 175.. .ᄀ WATER PLAN - EBONY LN. FROM STATION 175. TO 22.. 7. WATER PLAN - EBONY LN. FROM STATION 22. TO 247.7. .ᄀ WATER PLAN - 247TH PL. FROM STATION 1. TO 14.. .ᄀ WATER PLAN - 247TH PL. FROM STATION 14. TO 25.. LOCATION MAP DISSIMILAR PIPE CONNECTIONS CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF EXISTING CAST IRON CI
 DUCTILE IRON
DI
 ASBESTOS CEMENT
AC
 OR OTHER PIPES AT POINTS OF CONNECTION CONSTRUCTION WOR.. THE USE OF MODIFIED MECHANICAL JOINT BELLS WITH OVERSIZE GLANDS TO CONNECT EXISTING PIPES TO NEW MECHANICAL JOINT MJ
PIPE AND FITTINGS IS ALLOWED PER MANUFACTURER
S RECOMMENDATIONS. APPROVED TRANSITION COUPLINGS OR OTHER CAST ADAPTERS MAY ALSO BE USED BY THE CONTRACTOR AS AN OPTION TO CONNECT EXISTING DISSIMILAR PIPE TO NEW PIPE OR FITTINGS WHEN NECESSARY WHETHER SHOWN OR NOT SHOWN ON THE PLANS.ᄀ NOTE TO CONTRACTOR UTILITY CONTACTS CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES CONCERNED A MINIMUM OF 4 HOURS PRIOR TO CONSTRUCTION INCLUDING BUT NOT LIMITED TO AT T
51
45-2
2 CALTRANS
213

7-
54 CHARTER
714
5 1-47 CITY OF LOMITA
31
325-711 CITY OF LOMITA- WATER DIVISION

EMERGENCY PHONE

31
5 7-42 LOS ANGELES COUNTY FIRE DEPARTMENT
31
32-241 LOS ANGELES COUNTY SHERIFF DEPARTMENT
31
53 -11 LOS ANGELES COUNTY SANITATION DISTRICT
52


-7411 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
52
1-31 SOUTHERN CALIFORNIA EDISON
714
7 -

32 SOUTHERN CALIFORNIA GAS
31
7-232 TIME WARNER CABLE
714

3-44 VERIZON
4


-423 1. CONTRACTOR MUST ENSURE THAT THE CONSTRUCTION SITE IS PREPARED PRIOR TO THE ONSET OF ANY STORM. CONTRACTOR SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECED BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.ᄀ 4. CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OF BMPV AS WELL AS ANY CORRECTIVE CHANGES TO THE BMPV OR EROSION AND SEDIMENT CONTROL 5. IN AREAS WHERE SOIL IS EXPOSED PROMPT REPLANTING WITH NATIVE COMPATIBLE DROUGH-RESISTANT VEGETAION SHALL BE PERFORMED.ᄀ .ᄀ ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORING DAY OR AS NECESSARY.ᄀ 7. CONTRACTOR SHALL PLACE BMPV AROUND ALL DRAINAGE STRUCTURE OPENINGS IMMEDIATELY AFTER THE STRUCTURE OPENING IS CONSTRUCTED. THESE SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL THE CONSTRUCTION IS COMPLETE. .ᄀ CONTRACTOR SHALL IMPLEMENT HOUSE.EEPING PRACTICES AS FOLLOWS .A.ᄀSOLID WATER MANAGEMENT
PROVIDE A DESIGNATED WASTE COLLECTION AREA AND CONTAINERS. ARRANGE FOR REGULAR REMOVAL AND DISPOSAL. CLEAR SITE OF TRASH INCLUDING ORGANIC DEBRIS PAC.AGING MATERIALS SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY. .B.ᄀCONCRETE WASTE PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE TRUC. WASH-OUT. DISPOSE OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETE TRUC. DUMP ITS WASTE AND CLEAN ITS TRUC. INTO THE CITY STORM DRAIN VIA CURB AND GUTTER. INSPECT DAILY TO CONTROL RUNOFF AND WEE.LY FOR REMOVAL OF HARDENED CONCRETE. PAINT AND PRINTING PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE USE AND CLEAN UP. INSPECT SITE WEE.LY FOR EVIDENCE OF IMPROPER DISPOSAL. .C.ᄀVEHICLE FUELING MAINTENANCE AND CLEANING PROVIDE A DESIGNATED FUELING AREA WITH SECONDARY CONTAINMENT SUCH AS BERMING. DO NOT ALLOW MOBILE FUELING OF E4UIPMENT. PROVIDE E4UIPMENT WITH DROP PANS. RESTRICT ONSITE MAINTENANCE AND CLEANING OF EUIPMENT TO A MINIMUM.ᄀ .D.ᄀHAZARDOUS MATERIALS MANAGEMENT PREVENT THE DISCHARGE OF POLLUTANTS FROM HAZARDOUS MATERIALS TO THE DRAINAGE SYSTEM THROUGH PROPER MATERIAL USE WASTE DISPOSAL AND TRAINING OF EMPLOYEES. HAZARDOUS WASTE PRODUCTS COMMONLY FOUND ON-SITE INCLUDE BUT ARE NOT LIMITED TO PAINTS SOLVENTS PETROLEUM PRODUCTS FERTILIZERS HERBICIDES PESTICIDES SOIL STABILIZATION PRODUCTS ASPHALT PRODUCTS AND CONCRETE CURING PRODUCTS. NPDES GENERAL NOTES NOT TO SCALE VICINITY MAP NOT TO SCALE

CITY OF LOS ANGELES
CITY OF LOMITA STANDARD NOTES FOR WATER CONSTRUCTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION AND SUPPLEMENTS THERETO, AS WRITTEN AND PROMULGATED BY PUBLIC WORKS STANDARDS, INC., HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS, THE CITY OF LOMITA STANDARD PLANS, ANY SPECIAL PROVISIONS, THE AMERICAN WATER WORKS ASSOCIATION STANDARDS LATEST EDITION, AND TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY DEPTH AND PROTECT ALL STRUCTURES, INCLUDING SUBSTRUCTURES, SHOWN ON THE PLANS. THE CONTRACTOR SHALL BEAR THE ENTIRE COST OF REPAIRING OR REPLACING ANY OF SAID STRUCTURES DAMAGED BY HIM/HER DURING PROSECUTION OF THE WORK. ALL REPAIRS AND REPLACEMENTS SHALL BE DONE IN THE PRESENCE OF THE INSPECTOR. ALL LOCATIONS SHOWN ON THE PLANS FOR UTILITY LINES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND THEIR COMPLETENESS AND CORRECTNESS ARE IN NO WAY GUARANTEED. 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600, ALL PUBLIC UTILITY COMPANIES AND OWNERS OF PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION AT LEAST 2 WORKING DAYS IN ADVANCE OF PERFORMING ANY WORK WITHIN SAID AREA. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO STARTING WORK FROM THE CITY ENGINEER, AND OTHER LOCAL, STATE AND FEDERAL SO THAT INSPECTION MAY BE PROVIDED. 5. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC PROTECTED. ALL CONTRACTORS AND SUBCONTRATORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 6. CONTRACTOR SHALL HIRE AND PROVIDE ALL PROFESSIONAL SURVEYING FOR THIS PROJECT AT HIS EXPENSE. PRIOR TO COMMENCEMENT OF WORK, ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED OUT. ALL CENTERLINE MONUMENTS OR TIES LOST OR DESTROYED BY THIS WORK SHALL BE REPLACED EITHER BY A LICENSED SURVEYOR OR A CIVIL ENGINEER REGISTERED PRIOR TO JANUARY 1, 1982 AND NEW TIE SHEETS PROVIDED TO LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS. 7. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT (310) 325-9830 PRIOR TO TRIMMING, REMOVING OR RELOCATING ANY EXISTING TREES. 8. ALL TRAFFIC SIGNS AND CONTROL DEVICES SHALL BE PROTECTED IN PLACE BY THE CONTRACTOR. ALL TRAFFIC CONTROL PAVEMENT MARKINGS SHALL BE REPLACED WITHIN 24 HOURS OF PLACEMENT OF TEMPORARY ASPHALT CONCRETE PAVING, WITHIN 7 DAYS OF PERMANENT ASPHALT CONCRETE PAVING, AND PRIOR TO OPENING TO TRAFFIC FOR P.C.C. PAVING. 9. THE CONTRACTOR SHALL DISINFECT WATER LINES UNDER THE DIRECTION OF THE CITY'S PUBLIC WORKS DIRECTOR. THE CITY OF LOMITA WATER DIVISION SHALL COLLECT WATER SAMPLES FOR ANALYSIS SUBSEQUENT TO DISINFECTING OF THE PIPELINE BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST TWO WORKING DAYS IN ADVANCE OF A PROPOSED WATER MAIN OR SERVICE LINE SHUT DOWN. THE CONTRACTOR SHALL NOTIFY THE CUSTOMERS AFFECTED BY THE PROPOSED SHUT DOWN AT LEAST 72 HOURS IN ADVANCE. CUSTOMER NOTIFICATION SHALL CONSIST OF A DOOR HANGER SPECIFYING THE DATE(S) AND TIME(S) OF THE PROPOSED SHUT DOWN. NOTICES SHALL CONTAIN THE CONTRACTORS NAME, TELEPHONE NUMBER AND SHALL BE APPROVED BY THE INSPECTOR PRIOR TO DISTRIBUTION. 11. CONTRACTOR IS NOT PERMITTED TO TURN (OR EXERCISE) WATER VALVES. THE CONTRACTOR SHALL CONTACT THE CITY OF LOMITA WATER DIVISION AT (310) 325-9830 A MINIMUM OF FOUR (4) WORKING DAYS PRIOR TO REQUIRING VALVE SHUT DOWN AT EACH LOCATION. 12. CONTRATOR SHALL PRESSURE TEST AND CHLORINATE ALL NEW PIPELINES PRIOR TO CONNECTING TO EXISTING MAIN. 13. ALL VALVES WHERE TIE-INS ARE REQUIRED WILL BE BLIND FLANGED BY THE CONTRACTOR PRIOR TO PRESSURE TESTING. 14. CONTRACTOR TO FURNISH AND INSTALL INSTALL 2" TEMPORARY BLOW OFFS FOR DISINFECTION AND PRESSURE TESTING WHERE REQUIRED. 15. ALL WATER LINES SHALL HAVE 42" COVER FROM PROPOSED FINISHED GRADE UNLESS OTHERWISE SHOWN ON THE PLANS. 16. FOR PARALLEL CONSTRUCTION ALL WATER LINES SHALL BE INSTALLED WITH A TWO FOOT (MIN.) CLEARANCE FROM EXISTING UTILITY LINES (GAS, TELEPHONE, CABLE, POWER...). A MINIMUM OF 12" CLEARANCE SHALL BE PROVIDED WHEN CROSSING UTILITY LINES. 17. NO PVC PIPE SHALL BE INSTALLED UPSTREAM OF THE INLET SIDE OF METERS OR DETECTOR CHECK VALVES. 18. CONTRACTOR SHALL MAKE AVAILABLE FOR THE PUBLIC WORKS INSPECTOR'S REVIEW, ON A DAILY BASIS, AS-BUILT DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING THE PREVIOUS DAY'S ACTIVITIES. WORK SHALL NOT BE CONSIDERED AS COMPLETE UNTIL AS-BUILTS ARE SUBMITTED TO AND ACCEPTED BY THE PUBLIC WORKS DIRECTOR. 19. TRENCHES CUT INTO AN EXISTING ROADWAY WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BACKFILLED AND PAVED AS PER THE TRENCH DETAIL FOR WATERLINE CONSTRUCTION. 20. TRENCH RESURFACING SHALL BE PER THE TRENCH DETAIL FOR WATERLINE CONSTRUCTION. 21. PIPE BEDDING SHALL CONFORM TO THE TRENCH DETAIL FOR WATERLINE CONSTRUCTION. 22. PIPE ZONE SHALL BE COMPACTED TO A MINIMUM 90% RELATIVE DENSITY. AGGREGATE BASE FOR PAVED AREAS SHALL BE COMPACTED TO A MINIMUM 95% RELATIVE DENSITY. BACKFILL SHALL BE TESTED AND APPROVED BY THE CONTRACTOR'S APPROVED SOILS ENGINEER. 23. ALL NECESSARY MATERIALS TESTING (INCLUDING SOILS, COMPACTION, ASPHALT, ETC.) SHALL BE DONE BY AN INDEPENDENT THIRD PARTY SOILS ENGINEERING FIRM AND/OR MATERIALS LABORATORY THAT HAS BEEN APPROVED BY THE PUBLIC WORKS DIRECTOR. THE COST FOR REPORTS AND TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 24. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT SOILS REPORTS ON ALL TRENCHES TO THE ENGINEER OF WORK AND TO THE CITY ENGINEER BY A QUALIFIED SOILS ENGINEER, WHICH CERTIFIES THAT THE TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH EARTHWORK SPECIFICATIONS. THE COST FOR THE TESTING AND REPORTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 25. INSULATION FLANGE KITS SHALL BE INSTALLED AT ALL DISSIMILAR METAL INTERFACES, PSI OR APPROVED EQUAL. 26. ALL MECHANICAL JOINT GLAND KITS TO BE RESTRAINED WITH EBAA MEGALUG SERIES OR APPROVED EQUAL. 27. ALL FLANGE NUTS, BOLTS AND WASHERS SHALL BE 316 S.S. UNLESS OTHERWISE SHOWN. 28. ALL BURIED DUCTILE IRON PIPE, VALVES, FITTINGS, ETC. SHALL BE WRAPPED IN 8 MIL. POLYETHYLENE. 29. CONTRACTOR SHALL INSTALL BLUE WARNING TAPE IN TRENCH BACKFILL PER THE TRENCH DETAIL FOR WATERLINE CONSTRUCTION. 30. ALL MATERIAL PROPOSED FOR USE SHALL BE APPROVED BY THE CITY PRIOR TO CONSTRUCTION AND ALL ALTERNATE METHODS OR MATERIALS SHALL ALSO BE APPROVED BY THE CITY PRIOR TO USE. 31. FOR ALL TRENCH SHORING AND BRACING REQUIREMENTS, REFER TO CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY & HEALTH AGENCY (CAL/OSHA) REQUIREMENTS 32. COMPLY WITH REQUIREMENTS OF AWWA C - 550, PROTECTIVE EPOXY COATINGS FOR VALVES. SPECIAL NOTES TO CONTRACTOR 1. BEFORE STARTING ANY WORK ON THIS PROJECT, THE CONTRACTOR SHALL: 1.1. HAVE SUBMITTED A DESCRIPTION OF ALL MATERIALS, A WRITTEN LISTING OF ALL MATERIAL ITEMS TO BE FURNISHED TO AND/OR INSTALLED ON THE PROJECT, TO THE CITY AND POSSESS A RETURNED COPY OF SUCH MARKED "APPROVED" FOR THIS PROJECT 1.2. HAVE GIVEN THE CITY INSPECTORS THE TELEPHONE NUMBER, BUSINESS OR HOME ADDRESS AND MAILING ADDRESS AND NAMES OF PERSONS WHO CAN BE REACHED IN THE EVENT OF AN EMERGENCY OCCURRENCE ON THE PROJECT DURING THE TIME IS IN PROGRESS, 24 HOURS PER DAY, 7 DAYS PER WEEK. 2. FIRE HYDRANT RISERS SHALL BE INSTALLED AS SHOWN. ANY NECESSARY ADJUSTMENT OF FIRE HYDRANT BREAK OFF FLANGE ELEVATION SHALL BE PERFORMED AT CONTRACTOR'S EXPENSE TO MEET FINISH GRADE. 3. FIRE HYDRANTS TO BE FLOW TESTED PRIOR TO INSPECTION. 4. ALL NEW WORK SHALL BE TESTED VALVE TO VALVE AT 200 PSI FOR FOUR HOURS. CONTRACTORS SHALL DESIGN, FURNISH AND INSTALL ANY NECESSARY THRUST BLOCKS IN ACCORDANCE WITH W-140, OR AS SHOWN ON THE PLANS. 5. IN ADDITION TO ITEMS IN LIST OF MATERIALS, CONTRACTOR SHALL FURNISH ALL NECESSARY ADAPTERS, COUPLINGS, BOLTS, GASKETS, CAULKING MATERIALS, AND REPACING AS REQUIRED TO COMPLETE THE WORK. 6. THE CONTRACTOR SHALL VERIFY THE SIZE, TYPE, CLASS, PROTECTIVE LINING AND COATING, AND DEPTH OF THE EXISTING WATER MAINS AND SHALL BE RESPONSIBLE FOR MAKING PROPER CONNECTIONS. 7. ALL EXCESS EXCAVATED TRENCH MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF LEGALLY. 8. THE CITY OF LOMITA WATER DIVISION CANNOT GUARANTEE A COMPLETE SHUT DOWN OF EXISTING MAINS. THE CITY WILL ATTEMPT TO SHUT DOWN MAINS AS COMPLETELY AS POSSIBLE; HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND ISOLATION FOR TESTING PURPOSES. 9. DURING NON-CONSTRUCTION HOURS, ALL EXCAVATIONS MUST BE APPROPRIATELY SHORED AND PLATED OR BACKFILLED, EXCEPT BORE PITS WHICH SHALL BE SECURED WITH K-RAIL AND 6' HIGH CHAIN LINK FENCE PANELS SECURED IN PLACE TO THE SATISFACTION OF THE INSPECTOR. PLATES SHALL BE TACK WELDED, PINNED AND/OR SECURED IN PLACE BY ANOTHER METHOD APPROVED BY THE INSPECTOR. 10. STEEL PLATE BRIDGING IS REQUIRED, IN ALL PAVED AREAS, FOR ALL TRENCHING EXCAVATIONS NOT BACKFILLED BY THE END OF THE WORKDAY. STEEL PLATE BRIDGING SHALL CONFORM TO THE FOLLOWING: 10.1. APPROACH PLATE (S) AND ENDING PLATES (IF LONGITUDINAL PLACEMENT) SHALL BE ATTACHED TO THE ROADWAY BY A MINIMUM OF 2 DOWELS PRE-DRILLED INTO THE CORNERS OF THEIR PLATE AND DRILLED 2 INCHES INTO THE PAVEMENT. 10.2. SUBSEQUENT PLATES ARE BUTTED TO EACH OTHER, FINE GRADE ASPHALT CONCRETE SHALL BE COMPACTED TO FORM RAMPS, MAXIMUM SLOPE OF 8.5% WITH A MINIMUM 1-FOOT TAPER TO COVER ALL EDGES OF THE STEEL PLATES. WHEN STEEL PLATES ARE REMOVED, THE DOWEL HOLES IN THE PAVEMENT SHALL BE BACKFILLED WITH EITHER GRADED FINES OF ASPHALT CONCRETE MIX, CONCRETE SLURRY, OR AN EQUIVALENT SLURRY SATISFACTORY TO THE INSPECTOR. THE CONTRACTORS SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE STEEL PLATES, AND ASPHALT CONCRETE RAMPS. 10.3. STEEL PLATE BRIDGING SHALL BE DESIGNED FOR HS20-44 TRUCK LOADING PER CALTRANS BRIDGET DESIGN SPECIFICATIONS MANUAL. THE CONTRACTOR SHALL MAINTAIN ON THE STEEL PLATE A NON-SKDI SURFACE HAVING A MINIMUM COEFFICIENT OF FRICTION TO 0.35 AS DETERMINED BY CALIFORNIA TEST METHOD 342. IF A DIFFERENT TEST METHOD IF USED, THE CONTRACTOR MAY UTILIZE STANDARD TEST PLATES WITH KNOWN COEFFICIENTS OF FRICTION TO CORRELATE SKID RESISTANCE RESULTS TO CALIFORNIA TEST METHOD 342. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO ALL RESIDENTIAL AND NON-RESIDENTIAL DRIVEWAYS. ACCESS TO RESIDENTIAL DRIVEWAYS MUST BE OPEN AT THE CLOSE OF EACH DAY. ACCESS TO NONRESIDENTIAL DRIVEWAYS MUST BE MAINTAINED THROUGHOUT THE WORKING DAY. IF DRIVEWAYS ARE CLOSED, TEMPORARY ACCESS MUST BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE CITY 12. ALL EXISTING STREET INTERSECTIONS AND RESIDENTIAL DRIVEWAYS ARE TO BE COMPLETELY OPEN FOR TRAFFIC AT THE END OF EACH WORKING DAY. NO INTERSECTIONS OR STREETS SHALL BE COMPLETELY CLOSED AT ANY TIME. TRAFFIC PLATES AND/OR FLAGMEN SHALL BE PROVIDED BY THE CONTRACTOR AS NECESSARY. NO TRENCHES ARE TO BE LEFT OPEN OVERNIGHT AND SHALL BE PLATED. TRAFFIC LANES WILL BE BACKFILLED DAILY UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 13. THE CONTRACTOR SHALL SALVAGE ALL EXISTING WATERLINE VALVES (4" OR LARGER), WATER METERS, AND FIRE HYDRANTS REMOVED DURING CONSTRUCTION AND DELIVER SAID ITEMS TO THE CITY YARD. 14. PRIOR TO PERFORMING ANY INTERCONNECTION WORK, THE CONTRACTOR SHALL SUBMIT A WORKING SCHEDULE AND WORK PROCEDURE PLAN TO THE INSPECTOR. THE CONTRACTOR SHALL NOT PERFORM ANY INTERCONNECTION WORK UNTIL PERMISSION FOR THIS SCHEDULE AND PLAN HAS BEEN OBTAINED FROM THE PUBLIC WORKS DIRECTOR. 15. ALL UTILITIES AND OTHER STRUCTURES ALONG THE WATER LINES MUST BE POTHOLED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ONCE THESE UTILITIES AND STRUCTURES HAVE BEEN EXPOSED BY THE CONTRACTOR, HE SHALL TAKE MEASUREMENTS AND VERIFY THEIR LOCATION WITH THE CITY'S REPRESENTATIVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING FACILITIES, WHETHER OR NOT THEIR EXISTENCE OR APPROXIMATE LOCATIONS ARE SHOWN ON THE PLANS, FROM DAMAGE DURING CONSTRUCTION. ALL UTILITY CROSSINGS AND TIE-IN CONNECTIONS SHALL BE POTHOLED AT LEAST 200 FEET IN ADVANCE OF INSTALLATION OF IMPROVEMENTS IN ORDER TO ADJUST ALIGNMENT IF NEEDED. COST FOR POTHOLING SHALL BE INCLUDED IN CONTRACTOR'S BID. 16. ALL MANHOLES, VALVE BOXES AND SIMILAR APPURTENANT STRUCTURES SHALL BE LEFT BELOW SUBGRADE DURING PAVING AND THE CONTRACTOR SHALL RAISE SAID STRUCTURES TO FINISHED GRADE AFTER PAVING AND MAKING NECESSARY REPAIRS TO PAVEMENT AND INSURE VALVE BOXES ARE CLEAN FROM ANY SPOILS OF THE CONSTRUCTION PROCESS (TYPICAL FOR ALL, WHETHER SHOWN OR NOT). CONTRACTOR IS RESPONSIBLE FOR MAPPING VALVES PRIOR TO CONSTRUCTION AND LOCATING AND ADJUSTING TO FINISHED GRADE DURING FINAL PAVEMENT REPLACEMENT. 17. PRIOR TO THE ORDERING OF MATERIALS AND THE CONSTRUCTION OF NEW WATER LINES, THE CONTRACTOR SHALL POTHOLE THE FOLLOWING AREAS OF THE CONSTRUCTION WORK: ALL AREAS OF POINTS OF CONNECTION TO EXISTING WATER MAINS FOR THE PURPOSE OF DETERMINING EXISTING FITTING OR PIPE MATERIALS, ALL AREAS WHERE THERE IS A POTENTIAL FOR CONFLICTS BETWEEN THE NEW WATERLINE CONSTRUCTION AND EXISTING UTILITY LINE CROSSINGS, ADJACENT UNDERGROUND UTILITIES, AND/OR OTHER SUBSTRUCTURES. THIS EFFORT IS CONSIDERED A NECESSARY PART OF THE CONSTRUCTION AND INSTALLATION OF THE NEW WATER LINES AND THE COST SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 18. CONTRACTOR SHALL OBTAIN A TEMPORARY WATER METER FROM THE CITY WATER DEPARTMENT AND PAY FOR ALL WATER USED. 19. CONTRACTOR SHALL RESTORE SURFACE FEATURES AND REPAIR DAMAGE TO ADJACENT FACILITIES DAMAGED BY THE CONTRACTOR ACTIVITIES. 20. CONTRACTOR, AT HIS SOLE EXPENSE, SHALL WARRANT AND BE RESPONSIBLE FOR WATER MAIN AND ALL ASSOCIATED APPURTENANCES INCLUDING WATER SERVICES, VALVES, FITTINGS, BLOW-OFFS, AIR RELEASE VALVES, ETC. INSTALLED BY HIS FORCES, FOR A PERIOD OF ONE YEAR AFTER THE DATE O NOTICE OF COMPLETION. 21. CONTRACTOR AT HIS SOLE EXPENSE, SHALL BE RESPONSIBLE FOR DEWATERING OF TRENCHES WHENEVER NECESSARY. 22. THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER PRIOR TO THE CONSTRUCTION OF THE PIPELINE. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS IN PERMITS, TRAFFIC CONTROL PLANS AND CONTRACT DOCUMENTS WITH REGARD TO ACCESS, TRAFFIC ROUTING, HOURS OF CONSTRUCTION AND OTHER TRAFFIC CONTROL REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL AND NECESSARY TRAFFIC CONTROL MEASURES REQUIRED BY THE CITY OR AGENCY OF JURISDICTION. NO EXCAVATION WITHIN THE RIGHT-OF-WAY IS PERMITTED UNTIL THE CONTRACTOR HAS OBTAINED APPROVAL FROM THE CITY ENGINEER. 23. ASBESTOS CEMENT PIPE NOTE: SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW TEE/VALVE ASSEMBLY AND/OR CONNECTING PIPE AND FITTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATION. 24. ALL STEEL PLATES MUST BE RECESSED AND SKID RESISTANT. 25. ALL DRAINAGE INLETS WITHIN THE PROJECT LIMITS MUST BE PROTECTED DURING CONSTRUCTION. 26. ALL DOWEL INSTALLATION SHALL UTILIZE CALTRANS STANDARDS. 27. BOND BREAKER SHALL BE USED BETWEEN JPCP AND LEAN CONCRETE BASE. 28. ALL MATERIALS WITHIN THE STATE OF CALIFORNIA RIGHT OF WAY SHALL FOLLOW CALTRANS STANDARDS. 8''W 8''W 6''W 6''W 6''W-AB 6''W-AB 2''G 2''G 8''SS 12''SS 45''SD 31''W 24.5'SD EBONY LN ELEANOR PL. ALCOR ST. LEOLA ST. 252ND ST. 251ST ST.

WALNUT ST. W. 247TH PL R below. Callbefore you dig. Know what's ZONE G WATER MAIN REPLACEMENT Tuesday, September 15, 2026 Reg CC MTG, Page *66

SDVAULT

H Y CAB CAB D SD WV
H Y D SD WV WV 10+009+00 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 10+00
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SS L.A.C.S.D.

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45 BEND FITTING


45 BEND FITTING
6''W
31''W 31''W 31''W
6''W 6''W E WATER MAIN E WATER MAIN
1 2

1 22
1 3
25 8''W 8''W 8''W
E

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3 1
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32 8''SS 8''SS 6''W 6''W 6''W 6''W 6''W 6''W
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3 1
2 2
1 22
1 25
1 37
37 4
MIN 4 MIN
1 MIN VARIES VARIES 1
MIN

NO JOINTS IN WATER MAIN
1 MIN
2 2
2 2

1 1 2
2 2
2 1
1 2
2 2
2 1
1 2
2 2
2 1
1 1 1 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W
8''W 8''W 8''W 8''W 8''W 4''W 4''W 4''W
4''W
4''W
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2 47
2 2
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3 3
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E 4

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E 4

WATER MAIN
45 3
3 3
27 27
27 27
STA 1125. EBONY LN. SEE SHEET 5-TOP LEFT
Feet 0 10 20 STA 15
.

SEE SHEET 3 TOP LEFT

DETAIL B
NTS

DETAIL A
NTS

DETAIL D
NTS

TYPICAL DETAIL R
NTS
WALNUT ST.

R below.

Callbefore you dig.

Know what's

ZONE G WATER MAIN REPLACEMENT

DETAIL C
NTS

CONSTRUCTION NOTES
INSTALL NEW PVC C DR1 WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BACFILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1.

INSTALL NEW 4 PVC C DR1 WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BACFILL PER CITY OF LOMITA STANDARD PLAN NO. W-1 AND ST-11.

INSTALL XX D.I. RESTRAINED TEE FITTING MJXMJXMJ.

INSTALL XX D.I. RESTRAINED TEE FITTING MJXMJXMJ.

INSTALL XXX D.I. RESTRAINED CROSS FITTING MJXMJXMJXMJ.

INSTALL D.I. RESTRAINED 45 BEND FITTING MJXMJ.

INSTALL D.I. RESTRAINED RESILIENT GATE VALVE MJXMJ AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15.

INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF LOMITA STANDARD DETAIL NO. W11 INCLUSIVE OF D.I.P. AND GATE VALVE AND VALVE BOX.

INSTALL 1 WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-13. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX.

RUN PIPE UNDER OR INSTALL AN UNDER-CROSSING ASSEMBLY PER TYPICAL DETAIL R INSTALL D.I. SPOOL LENGTH TO BE DETERMINED IN FIELD.

INSTALL D.I. SPOOL LENGTH TO BE DETERMINED IN FIELD.

INSTALL D.I. TO REDUCER MJXMJ INSTALL RESTRAINING JOINTS A MINIMUM OF 31 BEYOND THE END OF THE REDUCER OR TO THE NEXT FITTING IF THE DISTANCE IS SHORTER.

INSTALL D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

INSTALL 4 D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

INSTALL 12 D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

INSTALL MECHANICAL JOINT RESTRAINER GLAND MEGALUGS.

CONSTRUCT THRUST BLOC PER CITY OF LOMITA STANDARD DETAIL NO. W-14 AND W-142.

EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE INTERFERING PORTIONS CUT AND PLUG WITH PCC NO LESS THAN THIC AND ABANDON.

INSTALL D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

REMOVE AND REPLACE INTERFERING SECTION OF EXISTING CONCRETE CROSS-GUTTER WITH NEW CONCRETE CROSS-GUTTER PER SPPWC STANDARD PLAN 122-3.

CONSTRUCT TRENCH BACFILL AND PAVEMENT REPAIRS PER CITY OF LOMITA STANDARD DETAIL NO. ST-11.

INSTALL 2 WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-13. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX.

REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A-2 CURB AND GUTTER PER SPWC STD. PLAN 12-3.

INSTALL X4X D.I. RESTRAINED TEE FITTING MJXMJXMJ.

INSTALL 4 D.I. RESTRAINED RESILIENT GATE VALVE MJXMJ AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15.

INSTALL 4 D.I. RESTRAINED 45 BEND FITTING MJXMJ.
1 3
5 


12 14
15 1
1 1
22 25
2 27
2 2
3 32
34 37
3 41
45 4
47 Tuesday, September 15, 2026 Reg CC MTG, Page *67
WM WM
CAB
T
15+00 16+00 17+00 18+00 19+00 20+00 10+00 10+00 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS W

WM WM WM WM WM WM WMWM TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL TEL TEL TEL TEL
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6''SS 6''SS 6''SS
2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G

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8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W
8''W 8''W 1''W 1''W 1''W 1''W 51 WTR M.W.D.

WTR L.A.C.W.W. 51 WTR M.W.D.
25 3
1 2
2522
251
1 1
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1 3 25
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WALNUT ST.
252ND ST. ALCOR ST. 2GAS S.C.G. TEL ATT 12 1

7. 2 15

71. 1 15
5 .34 1

7.741

23.2 CONNECTION
DETAIL F 17
.2
2 2
1 5.12
12 13
1 2
3 4
1 24.2
12 X2
2 2
15 X2 15 15 15 15
15 15
15 15 15
14 WTR L.A.C.W.W
1 1
1 15

34 34
1 1 1
4 2 1 1 12 45 BEND FITTING
45 BEND FITTING 
12''W 4''W-AB 4''W-AB 12''W 12''W 12''W 12''W
12''W
12''W
12''W 12''W 12''W
E 12
WATER MAIN 4''W-AB 4''W-AB
E 12

WATER MAIN
37 37
3 3
4 2
27 33
2 33
21 4
4 MIN 4
MIN
1MIN VARIES VARIES 1
MIN

NO JOINTS IN WATER MAIN
1 MIN
2 2
2 2

1 1 2
2 2
2 1
1 2
2 2
2 1
1 2
2 2
2 1
1 1 1
6''W
6''W
6''W
6''W 6''W 6''W 6''W 6''W 6''W 6''W
E

WATER MAIN
E
WATER MAIN 6''W 37
37 25
1 43
2 2
3 2
2 43 STA 2
5 .

SEE SHEET
4 TOP LEFT STA 15
.

WALNUT ST. SEE SHEET 2 TOP RIGHT
Feet 0 10 20

DETAIL E
NTS

TYPICAL DETAIL R
NTS
WALNUT ST.

R below.

Callbefore you dig.

Know what's

ZONE G WATER MAIN REPLACEMENT

DETAIL F
NTS

CONSTRUCTION NOTES
INSTALL NEW PVC C DR1 WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BACFILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1.

INSTALL NEW PVC C DR1 WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BACFILL PER CITY OF LOMITA STANDARD PLAN NO. W-1.

INSTALL NEW 12 PVC C DR1 WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BACFILL PER CITY OF LOMITA STANDARD PLAN NO. W-1 AND ST-11.

INSTALL XX D.I. RESTRAINED TEE FITTING MJXMJXMJ.

INSTALL D.I. RESTRAINED 45 BEND FITTING MJXMJ.

INSTALL D.I. RESTRAINED RESILIENT GATE VALVE MJXMJ AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15.

INSTALL D.I. RESTRAINED RESILIENT GATE VALVE MJXMJ AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15.

INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF LOMITA STANDARD DETAIL NO. W11 INCLUSIVE OF D.I.P. AND GATE VALVE AND VALVE BOX.

INSTALL 1 WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-13. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX.

RUN PIPE UNDER OR INSTALL AN UNDER-CROSSING ASSEMBLY PER TYPICAL DETAIL R INSTALL D.I. SPOOL LENGTH TO BE DETERMINED IN FIELD.

INSTALL 12 D.I. SPOOL LENGTH TO BE DETERMINED IN FIELD.

INSTALL D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

INSTALL 12 D.I. RESTRAINED LONG SOLID SLEEVE MJXMJ.

INSTALL MECHANICAL JOINT RESTRAINER GLAND MEGALUGS.

CONSTRUCT THRUST BLOC PER CITY OF LOMITA STANDARD DETAIL NO. W-14 AND W-142.

EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE INTERFERING PORTIONS CUT AND PLUG WITH PCC NO LESS THAN THIC AND ABANDON.

INSTALL 12 D.I. RESTRAINED 45 BEND FITTING MJXMJ.

REMOVE AND REPLACE INTERFERING SECTION OF EXISTING CONCRETE CROSS-GUTTER WITH NEW CONCRETE CROSS-GUTTER PER SPPWC STANDARD PLAN 122-3.

CONSTRUCT TRENCH BACFILL AND PAVEMENT REPAIRS PER CITY OF LOMITA STANDARD DETAIL NO. ST-11.

INSTALL X12X D.I. RESTRAINED TEE FITTING MJXMJXMJ.

INSTALL 12 D.I. RESTRAINED BUTTERFLY VALVE MJXMJ AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15.

REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A-2 CURB AND GUTTER PER SPWC STD. PLAN 12-3.

INSTALL D.I. RESTRAINED 45 BEND FITTING MJXMJ.
1 2
4 

12 13
14 15
1 1
21 25
27 2
2 3
33 34
37 3
4 41
43 Tuesday, September 15, 2026 Reg CC MTG, Page *68
11 WM WM W
SD
WV TS

TS TS TS H Y D
WV 21+00 22+00 23+00 24+00 25+00 26+00 27+00
10+00
10+00 10+00 H Y D
6''W 6''W G
2''G 2''G 2''G 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS

SD SD SD SD SD SD W PB

PB PB WM WM

WM WM PB PB TS TS WM WM WM PB WM TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL T TEL TEL TEL

TEL TEL TEL E W SD SD SD
6''SS6''SS
6''SS
6''SS
6''SS 6''SS
6''SS
4''SS 4''SS 30''SD VAULT 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G GV 2''G 2''G PB WM W W W WW W BO W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 51''W 31''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W WWWWWW 12''W 12''W 12''W 12''W 12''W 12''W
6''W 6''W
10''W 10''W 10''W
6''W
SS
SS
SS
SS
SS
SS
SS

SS H Y D H Y D
8''SS 8''SS W W W
WV

BFP WM RPDA PIV FDC
5 35
45 35
3 5

CON NECTION

DETAIL J
12 12


22 75.
23 7.
5 23

5.5 25

5.4 21
7 .71
21 41.3
22 .
2 22

75.21 247.
4 25

32. 2
.13
5 35
12 12
35 5
13 4
2 

H Y D W W W WW W W
6''W 6''W 6''W 6''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 6''W 6''W 6''W 6''W
1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W
6''W 8''W 8''W 8''W 8''W
6''W 6''W
SS L.Z.C.S.D. 1
2 1
2 24
7 2514 2513 257 25
3 25
2 252
24 2
1 1
1 24
25 11
25 3.4
25 72. ELEANOR PL. LOMITA BLVD. WALNUT ST. LEOLA ST.
2 G S.C.G.

TEL ATT 1
.
27 .
4 23

14. 2
245.1


21 3
.57

CONNECTION

DETAIL H

CONNECTION

DETAIL G

USE AVAILABLE DEFLECTION
TO ROPE UNDER EXISTING W HERE 2
2 2
2 12 X2 13 1312 X2
21 3
.3
15 15 15 15 15 15 15 15 15 15 14  1
1  34 34
23 14.
21 3
.47 1
2513 1
2 24
25 24
25 2
2 12 X2 13

CON NECTION

DETAIL I
1 1
2 45 BEND FITTING
45 BEND FITTING
45 BEND FITTING
45 BEND FITTING 1 1 8''SS 8''SS 8''SS W 31''W 31''W 31''W 6''W 6''W 6''W 8''W 8''W
E WATER MAIN 1 2
3 1
25 22 1
4 MIN 4 MIN 1MIN VARIES VARIES 1MIN NO JOINTS IN WATER MAIN 1 MIN 2 2 2
2 1 1 2
2 2
2 1 1 2
2 2
2 1 1 2
2 2
2 1 1 1 1 6''W 6''W 6''W 6''W
6''W 6''W 6''W
6''W 6''W 6''W
E

WATER MAIN
E

WATER MAIN 251
43 2 2 3
2 2
43 6''W 6''W 6''W 6''W 6''W
6''W 6''W 6''W
6''W 6''W E WATER MAIN 6''W E WATER MAIN 25 1 43 22 3 2 2 43 6''W 6''W 8''W 8''W 8''W 8''W 8''W 6''W
6''W 6''W 6''W 6''W 6''W
6''W 3 2 2 2 4 2 3 43 E WATER MAIN E GATE VALVE WV 431 6''W 6''W 6''W 6''W 6''W 6''W 3 3 37 37 STA 25. SEE SHEET 3 BOTTOM RIGHT Feet 0 10 20 TYPICAL DETAIL R NTS WALNUT ST. R below. Callbefore you dig. Know what's ZONE G WATER MAIN REPLACEMENT DETAIL G NTS DETAIL H NTS DETAIL I NTS DETAIL J NTS CONSTRUCTION NOTES INSTALL NEW

PVC
C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1
. INSTALL NEW
PVC C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD PLAN NO. W-1
. INSTALL NEW 4
PVC C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD PLAN NO. W-1
AND ST-11
. INSTALL
X
X
D.I. RESTRAINED TEE FITTING

MJXMJXMJ
. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF LOMITA STANDARD DETAIL NO. W11

INCLUSIVE OF
D.I.P. AND

GATE VALVE AND VALVE BOX
. INSTALL 1
WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-1

3. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX. RUN PIPE UNDER OR INSTALL AN UNDER-CROSSING ASSEMBLY PER TYPICAL DETAIL R

INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL D.I.

TO

REDUCER
MJXMJ
INSTALL RESTRAINING JOINTS A MINIMUM OF 31

BEYOND THE
END OF THE REDUCER OR TO THE NEXT FITTING IF THE DISTANCE IS SHORTER. INSTALL D.I. RESTRAINED LONG SOLID SLEEVE
MJXMJ
. INSTALL 4
D.I. RESTRAINED LONG SOLID SLEEVE
MJXMJ
. INSTALL MECHANICAL JOINT RESTRAINER GLAND

MEGALUGS
. CONSTRUCT THRUST BLOC
PER CITY OF LOMITA STANDARD DETAIL NO. W-14
AND W-142. EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE INTERFERING PORTIONS

CUT AND PLUG WITH PCC

NO LESS THAN
THIC
AND ABANDON. REMOVE AND REPLACE INTERFERING SECTION OF EXISTING CONCRETE CROSS-GUTTER WITH NEW CONCRETE CROSS-GUTTER PER SPPWC STANDARD PLAN 122-3. CONSTRUCT TRENCH BAC FILL AND PAVEMENT REPAIRS PER CITY OF LOMITA STANDARD DETAIL NO. ST-11 . REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A-2 CURB AND GUTTER PER SPWC STD. PLAN 12 -3. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. INSTALL 4
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . 123
121314151
11 22252223
343741 434
Tuesday, September 15, 2026 Reg CC MTG, Page *69
WV H Y D H Y D WV VAULT 11+00 12+00 13+00 14+00 15+00 16+00 17+00 9+00 10+00 WM PB 8''SS WM WM WM WM WM WM WM GV T WV WV SDWV WM WV 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 42''SD 42''SD 42''SD 42''SD 2''G 2''G 1''G 1''G 1''G 1''G 1''G 1''G 2''G 2''G 0.75''G 0.75''G 0.75''G SS W 51''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W W W W W W W W 6''W W W 0.75''G 0.75''G

0.75''G 0.75''G 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W SS SS SS SS H Y D H Y D 8''SS 8''SS 8''SS 8''SS WM WMW W

WM W W W W
WM W W
1 5
1 



1 124.3

15.7 1743.1
124.5
1513.13 112.44
122.51 CONNECTION DETAIL
5 3 1 5 4 31 H Y D H Y D W W W WW W H Y D W W W 8''W
6''W 6''W 6''W 6''W
6''W 6''W 6''W 6''W
8''W 8''W 8''W 8''W 8''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W
1''W
1''W 1''W 1''W
1''W 1''W 1''W 8''W 8''W 8''W 8''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W 6''W 6''W 1''W 1''W
6''W 6''W 6''W 6''W 6''W 6''W 6''W
1''W 1''W 1''W 1''W
1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W  
11 33.
1542.22
SS L.A.C.S.D.

CI W L.A.C.W.W. 25213 2522
25157 2521
2513 252
3 2514
252
2521
25144 25212 2521
25154 2521 2514 2513


5 113
.44
BEGIN EBONY LN. W 253RD ST.

EBONY LN. 252ND ST. 2 GAS S.C.G.
45 RCP SD L.A.C.F.C.D.
2 G S.C.G.

SS L.A.C.S.D.

CI W L.A.C.W.W.
1 71.41 CONNECTION DETAIL L LOCATION UNNOWN
1347.14 2
CONNECTION DETAIL M 2

12. 2521 2522 2522
2534 27.32 7.5
1 2 2

1.5 37 1312 X2 15 15 15 15 15 14 14 14 7 15 2
15 2
5 15 1 34 1 41 37 37 37 37 37 37 37 37 37 137  37  13 13 

5 1417.22 15
1421.3 15
1534.
12 X3 2
2 137 2513
153.3
142.54 153741 41 41 41 41 41 41 41 41 41 41 37 13741 1
45 BEND FITTING 45 BEND FITTING
174.2 153741 PB 2''G 2''G 6''W 6''W 6''W W H Y D W H Y D 6''W 6''W 6''W 6''W 6''W 8''W 8''W 8''W E WATER MAIN 1''W 1''W 3 12 25 1 22

1 2 2 1 6''W 6''W 6''W 6''W 6''W
6''W 6''W 6''W 6''W 6''W 6''W 6''W 25 E WATER MAIN 1 22 2 3 1 1 2 6''W 6''W 6''W E WATER MAIN E WATER MAIN
6''W 6''W 6''W 6''W 1 43 2 3 2 25 4 MIN 4 MIN 1MIN VARIES VARIES 1MIN NO JOINTS IN WATER MAIN 1 MIN 2 2 2
2 1 1 2
2 2
2 1 1 2
2 2
2 1 1 2
2 2
2 1 1 1 1
STA 175. SEE SHEET TOP LEFT
EBONY STA 1125. SEE SHEET 2-TOP CENTER Feet 0 10 20 EBONY LN. R below. Callbefore you dig. Know what's ZONE G WATER MAIN REPLACEMENT DETAIL MNTS DETAIL L NTS DETAIL

NTS TYPICAL DETAIL R NTS CONSTRUCTION NOTES INSTALL NEW

PVC
C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1
. INSTALL NEW
PVC C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD PLAN NO. W-1
. INSTALL
X
X
D.I. RESTRAINED TEE FITTING

MJXMJXMJ
. INSTALL
X
X
D.I. RESTRAINED TEE FITTING

MJXMJXMJ
. INSTALL
X
X
D.I. RESTRAINED WYE FITTING

MJXMJXMJ
. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF LOMITA STANDARD DETAIL NO. W11

INCLUSIVE OF
D.I.P. AND

GATE VALVE AND VALVE BOX
. INSTALL 1
WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-1

3. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX. RUN PIPE UNDER OR INSTALL AN UNDER-CROSSING ASSEMBLY PER TYPICAL DETAIL R

INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL D.I.

TO

REDUCER
MJXMJ
INSTALL RESTRAINING JOINTS A MINIMUM OF 31

BEYOND THE
END OF THE REDUCER OR TO THE NEXT FITTING IF THE DISTANCE IS SHORTER. INSTALL D.I. RESTRAINED LONG SOLID SLEEVE
MJXMJ
. INSTALL MECHANICAL JOINT RESTRAINER GLAND

MEGALUGS
. CONSTRUCT THRUST BLOC
PER CITY OF LOMITA STANDARD DETAIL NO. W-14
AND W-142. EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE INTERFERING PORTIONS

CUT AND PLUG WITH PCC

NO LESS THAN
THIC
AND ABANDON. REMOVE AND REPLACE INTERFERING SECTION OF EXISTING CONCRETE CROSS-GUTTER WITH NEW CONCRETE CROSS-GUTTER PER SPPWC STANDARD PLAN 122-3. CONSTRUCT TRENCH BAC FILL AND PAVEMENT REPAIRS PER CITY OF LOMITA STANDARD DETAIL NO. ST-11 . REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A-2 CURB AND GUTTER PER SPWC STD. PLAN 12 -3. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. 1257
121314151
11 2225223
343741 43 Tuesday, September 15, 2026 Reg CC MTG, Page *70 1 1.44 SD WM SD SD SD T 18+00 19+00 20+00 21+00 22+00
10+00 8''SS 8''SS 8''SS 8''SS WM WM WM WM WM T SD SD SD SD SD WV WV 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 8''SS 8''SS 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G WV VAULT WV

0.5''G WV SS SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
6''W 6''W W W W
WM 6''W-AB SS H Y D H Y D 4''W-AB 4''W-AB
4''W-AB 6''W-AB 6''W-AB WV PIV FDC WM

WM W W CONNECTION DETAIL N
113.1

17. 2144.
2121.11

13.5 H Y D H Y D W W W WW
6''W 6''W 6''W 6''W
6''W 6''W 6''W 6''W
2''W 2''W 2''W 2''W
1''W 1''W 1''W
1''W 1''W 1''W 1''W
1''W 1''W 1''W 1''W
8''W 8''W
1''W 1''W 1''W 1''W
6''W 6''W
1''W 1''W 1''W
2''W 2''W 2''W 2''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 25131 251 25122 2513
2511
25111 25125 2511
251ST ST. EBONY LN. EBONY LN. 1
214.25 2
2142.4
25113 25115 2
214.24 37 1312 X2 15 15 3
14 14 15 5 13 13 2
15 37 37

23.2 1537 37 37 41 41 41 41 41 37 41 41 3741 37 2
45 BEND FITTING 137 25
24 6''W-AB
6''W-AB 6''W-AB 8''W 8''W 8''W 8''W 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 8''SS 8''SS6''W-AB 6''W-AB 6''W
6''W 6''W 45''SD 45''SD 8''W E WATER MAIN WV WV
WV 5 2 3 3 2 2 1 1 25 3

1 12 1 22 12 12 37
STA 175. SEE SHEET 5 TOP RIGHT
STA 22. SEE SHEET 7 TOP LEFT Feet 0 10 20 DETAIL N NTS R below. Callbefore you dig. Know what's ZONE G WATER MAIN REPLACEMENT EBONY LN. CONSTRUCTION NOTES INSTALL NEW

PVC
C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1
. INSTALL
X
X
D.I. RESTRAINED TEE FITTING

MJXMJXMJ
. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF LOMITA STANDARD DETAIL NO. W11

INCLUSIVE OF
D.I.P. AND

GATE VALVE AND VALVE BOX
. INSTALL 1
WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-1

3. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX. INSTALL D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL D.I.

TO

REDUCER
MJXMJ
INSTALL RESTRAINING JOINTS A MINIMUM OF 31

BEYOND THE
END OF THE REDUCER OR TO THE NEXT FITTING IF THE DISTANCE IS SHORTER. INSTALL D.I. RESTRAINED LONG SOLID SLEEVE
MJXMJ
. INSTALL MECHANICAL JOINT RESTRAINER GLAND

MEGALUGS
. CONSTRUCT THRUST BLOC
PER CITY OF LOMITA STANDARD DETAIL NO. W-14
AND W-142. EXISTING WATER MAIN TO BE ABANDONED IN PLACE. REMOVE INTERFERING PORTIONS

CUT AND PLUG WITH PCC

NO LESS THAN
THIC
AND ABANDON. CONSTRUCT TRENCH BAC
FILL AND PAVEMENT REPAIRS PER CITY OF LOMITA STANDARD DETAIL NO. ST-11 . INSTALL 2
WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-1

3. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX. REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT NEW TYPE A-2 CURB AND GUTTER PER SPWC STD. PLAN 12 -3. 15
121314151
1 2225223
373
41 Tuesday, September 15, 2026 Reg CC MTG, Page *71
H Y D PB SL WV WV WV T 22+00 23+00 24+00 24+87 10+00 11+00 20+00 21+00 H Y D PB PB E E E E WM T WV HH HH HH E E-CAB E-CAB E E SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 45''SD 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 8''SS 8''SS 22''SS 22''SS 22''SS 22''SS 22''SS 22''SS 2''G 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 2''G 6''SS WV W W W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''SS 6''W 6''W 6''W 6''W 6''W 6''W 6''W-AB 6''W-AB SS SS SS 6''W-AB 6''W-AB 6''W-AB 6''W-AB 6''W-AB 6''W-AB 6''W-AB 6''W-AB

PB DETAIL O
77 5
1 1
232.2 W
2''W 2''W 2''W 2''W 8''W 8''W 8''W 8''W 8''W 8''W


4 25
1 1
172
25 24 1737 25
24 172
2344.75 EBONY LN. LOMITA BLVD.
2 G S.C.G.
12 SS L.A.C.S.D.
45 RCP SD L.A.C.F.C.D. 24

7. 7 2
5 .37
2 2371.55 15 12
SS L.A.C.S.D.

CI W ABANDONED L.A.C.W.W.

CI W L.A.C.W.W. 1 37 37 41
45 BEND FITTING
45 BEND FITTING
2373.54
GATE VALVE 8''W 8''W 8''W 12''SS 12''SS 12''SS 22''SS 22''SS 6''W 6''W-AB 6''W-AB 6''W-AB 6''W-AB 6''W-AB WV 3
E
WATER MAIN 2 25 1 1 1 12
1 2 22
STA 22. SEE SHEET TOP RIGHT Feet 0 10 20 DETAIL O NTS EBONY LN. R below. Callbefore you dig. Know what's ZONE G WATER MAIN REPLACEMENT CONSTRUCTION NOTES INSTALL NEW

PVC
C
DR1
WATER MAIN AS SHOWN ON PLAN. CONSTRUCT TRENCH BAC
FILL PER CITY OF LOMITA STANDARD DETAIL NO. W-1
. INSTALL
D.I. RESTRAINED 45

BEND FITTING
MJXMJ
. INSTALL
D.I. RESTRAINED RESILIENT GATE VALVE
MJXMJ
AND INSTALL VALVE BOX ASSEMBLY PER CITY OF LOMITA STANDARD PLAN NO. W-15 . INSTALL 1
WATER SERVICE LINE TO EXISTING WATER METER PER PLAN AND PER CITY OF LOMITA STANDARD DETAIL NO. W-1

3. ABANDON EXISTING SERVICE LINE IN PLACE. CONTRACTOR TO CONNECT TO EXISTING METER AND PROTECT EXISTING METER BOX. INSTALL D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL
D.I. SPOOL

LENGTH TO BE DETERMINED IN FIELD
. INSTALL D.I.

TO

REDUCER
MJXMJ
INSTALL RESTRAINING JOINTS A MINIMUM OF 31

BEYOND THE
END OF THE REDUCER OR TO THE NEXT FITTING IF THE DISTANCE IS SHORTER. INSTALL D.I. RESTRAINED LONG SOLID SLEEVE
MJXMJ
. CONSTRUCT THRUST BLOC
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1 222523
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INSTALL
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SERVICE LINE AND WATER METER PER LOMITA STANDARD DETAIL W-1

1. CONTRACTOR SHALL REMOVE EXISTING METER
BOX
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S PUBLIC WOR
S YARD. ALL OTHER MATERIALS SHALL BE DISPOSED OF OFF-SITE AT CONTRACTOR S EXPENSE. RESTORE SURROUNDING SURFACE TO ORIGINAL CONDITION. 1 151
1 23323741 424
Tuesday, September 15, 2026 Reg CC MTG, Page *74

NOTICE OF EXEMPTION
Project Description:

Zone G Water Main Replacement Project – This project consists of the replacement and modernization of existing water distribution facilities along Walnut Street, Ebony Lane, and 247th Place. These improvements are intended to improve the reliability and operational performance of the existing water distribution system, including water flow, pressure, and fire protection. This project will replace approximately 4,500 linear feet of existing 4-inch and 6-inch water mains with 8- inch PVC water mains and will include associated gate valves, fittings, water services, fire hydrant assemblies and related appurtenant improvements as well as add one new fire hydrant assembly and associated service lateral. The replacement facilities and new fire hydrant will be installed within the existing roadway and utility corridors and will continue to serve the same existing service area and substantially the same utility function as the facilities being replaced.

Finding:

The City Council of the City of Lomita has reviewed the above proposed project and finds it to be exempt from the provisions of the California Environmental Quality Act (CEQA).

Ministerial Project
Statutory Exemption (Public Resources Code, Section 21080.21) Replacement or Reconstruction, Categorical Exemption (CEQA Guidelines, Section 15302 Class 2)
New Construction or Conversion of Small Structures, Categorical Exemption (CEQA Guidelines, Section 15303 Class 3)
Emergency Project
Quick Disapproval [CEQA Guidelines, Section 15270]
No Possibility of Significant Effect [CEQA Guidelines, Section 15061(b)(3)] Supporting Reasons
Public Resources Code Section 21080.21
The project qualifies for the statutory exemption from CEQA set forth in Public Resources Code Section 21080.21. The project consists of the replacement and installation of approximately 4,500 linear feet (approximately 0.85 miles) of underground water mains and associated subsurface pipeline facilities within existing public streets and/or other public rights-of-way. The pipeline improvements will replace and modernize the existing water distribution system along Walnut City of Lomita
Public Works Department
24300 Narbonne Avenue
Lomita, CA 90717
310-325-7110
Attachment 2
Tuesday, September 15, 2026 Reg CC MTG, Page *75
Street, Ebony Lane, and 247th Place and will include underground water mains, valves, fittings, and service connections, and other subsurface facilities that are integral to the pipeline system.

Public Resources Code Section 21080.21 provides that CEQA does not apply to a project of less than one mile in length located within a public street or highway or other public right-of-way for the installation of a new pipeline or the maintenance, repair, restoration, reconditioning, relocation, replacement, removal, or demolition of an existing pipeline. For purposes of Section 21080.21, a “pipeline” includes subsurface facilities but excludes surface facilities related to operation of the underground facility. The approximately 4,500 linear foot pipeline project is less than one mile in length, and all pipeline construction and associated subsurface facilities will be located within existing public streets and/or other public rights-of-way. Accordingly, the underground water main replacement and associated subsurface improvements satisfy the requirements of Public Resources Code Section 21080.21 and are statutorily exempt from CEQA.

To the extent the project includes above ground or surface facilities, including new fire hydrants, the City does not rely on Public Resources Code Section 21080.21 to exempt those facilities. Rather, any such surface facilities are separately evaluated under applicable categorical exemptions. The separate consideration of such surface facilities does not alter the applicability of Section 21080.21 to the qualifying underground pipeline improvement. (Surfrider Found. v. California Coastal Comm’n (1994) 26 Cal.App.4th 151 (upholding an agency’s reliance on a statutory exemption for certain components of a project and a categorical exemption for other components)).

Class 2 – Replacement or Reconstruction (CEQA Guidelines Section 15302) The project qualifies for a Class 2 Categorical Exemption pursuant to CEQA Guidelines Section 15302(c) (Replacement or Reconstruction), which applies to the replacement or reconstruction of existing utility systems and facilities involving negligible or no expansion of capacity. The project replaces existing water distribution infrastructure in substantially the same locations and for substantially the same purpose. Although portions of the replacement system will utilize larger diameter pipe, the increase in pipe diameter is a limited engineering modification necessary to address existing hydraulic and operational conditions, including inadequate flow and pressure, system reliability, and existing fire flow requirements. The increased pipe diameter is not intended to extend water service to new areas, create new service connections for future development, or otherwise expand the geographic area served by the existing water system.

The replacement facilities will continue to function as components of the existing Lomita water distribution system and will serve the existing development. Any increase in hydraulic capacity resulting from the replacement of existing mains is incidental to the project’s purpose of correcting existing system deficiencies and improving reliability and performance of the existing distribution network. The project therefore will not materially change the nature or degree of use of the existing water facilities and will result in, at most, a negligible expansion of capacity within the meaning of the CEQA Guidelines Section 15302(c).

The associated gate valves, fittings, water services, fire hydrant assemblies, and appurtenant improvements are integral components of the replacement water distribution system and are necessary for safe and effective operation. To the extent existing hydrants, valves, services, or other appurtenances are replaced, those improvements will perform substantially the same functions as the existing facilities. Any additional fire hydrant assemblies are intended to improve fire flow distribution in compliance with applicable fire protection standards within the existing developed service area and are not intended to facilitate or serve new development. Accordingly, the project falls within the Class 2 categorical exemption. To the extent the project includes Tuesday, September 15, 2026 Reg CC MTG, Page *76
replacement of existing fire hydrants and appurtenant improvements, those improvements qualify for the Class 2 categorical exemption under CEQA Guidelines Section 15302(c) as replacement or reconstruction of existing utility facilities in substantially the same location and with substantially the same purpose and capacity.

Class 3 – New Construction or Conversion of Small Structures (CEQA Guidelines Section 15303)
To the extent the project includes installation of new fire hydrant assemblies, associated laterals, and appurtenant improvements, those improvements qualify for the Class 3 categorical exemption under CEQA Guidelines Section 15303 as construction and location of limited numbers of new, small utility facilities.

The new hydrant facilities constitute discrete, small-scale additions to the existing water distribution system, will be located within existing developed service area and public right-of-way, and will connect to the existing water distribution system. The improvements are intended to improve fire protection for existing development and will not extend water service to undeveloped areas, expand the geographic service area of the water system, create infrastructure to serve new development, or otherwise facilitate or induce growth. The limited scale, location, and existing service function of these improvements are consistent with the types of small facilities contemplated by Section 15303.

Exceptions to the Categorical Exemptions (CEQA Guidelines Section 15300.2) None of the exceptions set forth in CEQA Guidelines Section 15300.2 preclude application of the categorical exemptions to the project. The project consists of the replacement and modernization of the existing water distribution system within existing developed public rights-of-way and the existing water service area. The project will not extend water service into undeveloped areas, expand the geographic service area of the water system, create new service connections to accommodate future development, or otherwise facilitate or induce growth.

There are no unusual circumstances associated with the project that would create a reasonable possibility of a significant environmental effect. Although portions of the replacement water mains will have increased pipe diameters, the larger pipes are intended to address existing hydraulic, water pressure, system reliability, and fire flow requirements within the existing developed service area. The improvements will not materially alter the nature or degree of use of the existing water distribution system. Similarly, any new fire hydrant assemblies and associated appurtenant improvements are limited, small-scale utility and public safety improvements intended to improve fire protection for existing development and will not extend or expand water service to accommodate new development.

The project will not result in significant cumulative impacts from successive projects of the same type in the same place. The project constitutes a discrete and independently functional infrastructure improvement addressing the identified deficiencies in the existing Lomita water distribution system and is not dependent upon, or a prerequisite to, any planned expansion of the water system or development project. Other reasonably foreseeable infrastructure projects have not been excluded from the project for purposes of avoiding consideration of their environmental effects.

The project will not result in damage to scenic resources, including trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway.

Tuesday, September 15, 2026 Reg CC MTG, Page *77
The project is not located on a site included on a list compiled pursuant to Government Code Section 65962.5. The project will also not cause a substantial adverse change in the significance of a historical resource. Accordingly, none of the exceptions identified in CEQA Guidelines Section 15300.2 apply to preclude reliance on the applicable categorical exemptions.

Date Deanna Fraley, P.E., Public Works Director
Tuesday, September 15, 2026 Reg CC MTG, Page *78
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Assistant City Manager
MEETING DATE: September 15, 2026
SUBJECT: Update on Lomita’s Community Safety Programs, Services and the Community Relations (CORE) Sheriff’s Deputies

RECOMMENDED ACTION
Receive and file the report regarding the City of Lomita’s Community Safety Programs and Services, and the Community Relations (CORE) Sheriff’s Deputies.

BACKGROUND
Maintaining and enhancing public safety is a top priority for the City of Lomita.

Accordingly, the City has always prioritized public safety in its annual budget and operations plans. The current Adopted Budget dedicates over $5 million to the Los Angeles County Sheriff’s Department (LASD) for law enforcement services, in addition to about $400,000 for community safety engagement programs and services provided by City employees.

This dual-pronged public safety model allows the City to address quality of life and nuisance issues in the community while supporting LASD law enforcement efforts.

Moreover, the model is consistent with the methods implemented by other contract cities within the LASD service area.

The following report provides an overview of the City’s community safety programs and services offered by the City’s Community Safety Division in partnership with LASD Community Resources (CORE) Deputies. For purposes of this report, general law enforcement services (i.e. patrol, traffic enforcement, detective services) will not be discussed.

DISCUSSION

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 8a
Tuesday, September 15, 2026 Reg CC MTG, Page *79
2 History of the Lomita CORE Deputy Program
LASD established the Grant Special Assignment Deputy classification in the 1990’s as an incentive for cities to expand their law enforcement contracts and pursue available grant funding. Under this classification, Los Angeles County absorbs the cost difference between the reduced grant rate and the fully allocated cost of a Special Assignment Deputy. In many cases, the grant funding received by participating cities has not covered the full amount of the cost difference absorbed by the County. LASD has indicated that it is evaluating whether to continue offering this reduced rate in the future.

Lomita has utilized a CORE Deputy since before 2007. LASD CORE Deputies (contractually known as “Special Assignment Deputy”) assigned to the City of Lomita are fully sworn law enforcement Sheriff’s deputies dedicated to servicing Lomita. When assigned as a Lomita CORE Deputy, the unit may not be dispatched to calls outside of Lomita as would a traditional LASD patrol unit. Depending on call for service volume, routine activities for a CORE Deputy typically consist mostly of addressing nonemergency community safety issues, quality of life concerns, and providing additional resources towards proactive public safety efforts. Historically, Lomita has mostly utilized its CORE Deputy to patrol Lomita for quality of life and nuisance issues, as well as for supporting Patrol Deputies on calls for service, towing and coordinating public safety education events.

Second CORE Deputy Added
At its meeting on December 21, 2021, the City Council authorized the addition of a second LASD CORE Deputy as a means of enhancing public safety presence, prior to creation of the City’s Community Safety Division in 2025. At the time, the City utilized LASD’s “Growth Deputy Program” to add the second CORE Deputy, which provided incentivized discount rates to encourage Contract Cities to retain additional deputies before transitioning to the standard deputy rate.

The second CORE Deputy added in 2022 (Growth Special Assignment Deputy) was billed at a temporary discounted “growth” rate for 18 months. Similar to the Grant Special Assignment Deputy, the temporary 18-month growth rate was intended by LASD to encourage Contract Cities to expand law enforcement services while allowing a runway for cities to ramp up new funding to offset the financial impact. The temporary growth incentive for Lomita expired during FY 23-24 at which point it was converted to a fully costed Special Assignment Deputy, Non-Relief (not backfilled when absent), making the City responsible for 100% of the annual contract cost.

LASD has experienced departmentwide staffing shortages that have affected its ability to consistently fill certain contracted assignments. For over a year following the passing of Lomita’s former CORE Deputy in April 2024, Lomita’s second CORE Deputy assignment had remained vacant. Because Special Assignment Deputies are non-relief positions and are not automatically backfilled during vacancies or other absences, the City had not Tuesday, September 15, 2026 Reg CC MTG, Page *80
3 consistently received the intended level of service associated with the second CORE Deputy position until June 2026.

New Community Safety Division
In July 2025, the City established a Community Safety Division within the City Manager’s Office to augment and complement the services provided by the remaining CORE Deputy through non-sworn civilian City-staff focused on community safety, quality-of-life issues, parking and traffic-related services, outreach, and community engagement. Together, the CORE Deputy Program and Community Safety Division provide a coordinated and comprehensive public safety service delivery model that leverages both sworn law enforcement and civilian resources.

Over the last two years, the City's approach to delivering public safety programs has evolved significantly in alignment with the City Council's goals of enhancing public safety and improving quality-of-life in the City.

The Community Safety Division is comprised of two full-time employees, a Community Safety Manager and Community Safety Supervisor, and five part-time Community Safety Officers (CSOs).

The Community Safety Division provides:
• Municipal Enforcement Services: Parking enforcement, vehicle towing, abandoned vehicle abatement, code enforcement support, homeless outreach coordination, oversized vehicle permits, fireworks enforcement, and neighborhood-related response.
• Quality of Life Programs and Services: Neighborhood Watch, Business Watch, National Night Out, Letters of Agency, safety education and preparedness events, wellness and vacation checks, public education, community engagement, and updates to public safety ordinances.
• School and Traffic Safety: Coordination with school administrators and LASD, participation in Coffee with a Principal, school arrival and dismissal presence, traffic control response, deployment of speed-feedback signs and other resources to promote safer driving and support traffic-calming efforts. • Emergency Preparedness: EOC planning, regional emergency management coordination, and expanded staff preparedness and response training. • Added Public Safety Customer Service: City staff now serve as a bridge between LASD and residents, businesses, City departments, and schools when handling appropriate non-emergency activities.

Tuesday, September 15, 2026 Reg CC MTG, Page *81
4 By handling non-emergency responsibilities and coordinating with LASD when sworn law enforcement is required, the Division helps preserve LASD resources for criminal enforcement, emergency response, investigations, and other core law enforcement functions.

The Division has an adopted Fiscal Year 2026–27 budget of $418,229.

Combined Costs and Funding
Both Lomita CORE Deputy positions are contracted through LASD under different service level classifications. LASD contract rates are adjusted annually by the County AuditorController. For Fiscal Year 2026–27, the costs to the City for the CORE Deputies are listed below, which consist of fully-loaded costs (liability, equipment, and benefits):
• Grant Special Assignment Deputy: $283,907 per year (2007 – present) • Growth Special Assignment Deputy: $410,003 per year (2022 – present) The City also receives an allocation of $200,000 each year through the state COPS grant funding. These funds are restricted for eligible frontline law enforcement services and have historically been applied toward the Grant Special Assignment Deputy. Applying the annual COPS allocation reduces the City’s net General Fund cost for the Grant Special Assignment Deputy to $83,907.

The current net annual cost of the two CORE Deputy positions is $493,910. This amount is separate from the City’s additional costs for LASD patrol and other contracted law enforcement services.

The City’s Community Safety Division consists of one full-time Community Safety Manager, one full-time field supervisor, and five part-time Community Safety Officers who support field operations, parking enforcement, community outreach, and other public safety and quality-of-life programs. The Division has an adopted operating budget of $418,229, which supports personnel, equipment, supplies, training, and other programrelated costs necessary to deliver these services.

For regional comparison, the Cities of Rolling Hills Estates and Rancho Palos Verdes also contract for law enforcement services through LASD and each maintain only one CORE Deputy. The City of Rancho Palos Verdes also launched a new public safety department comprised of city employees, similar to that of Lomita’s Community Safety Division, to augment their CORE Deputy and LASD patrol units.

FISCAL IMPACT
No fiscal impact related to this update.

Tuesday, September 15, 2026 Reg CC MTG, Page *82
5 For Fiscal Year 2026–27, the total annual gross cost to the City for both CORE Deputies is $693,910.

The Lomita Grant Special Assignment Deputy (2007 – present) costs the City $83,907 per year when applying the City’s and LASD’s COPS grant allocations.

The second Lomita Growth Special Assignment Deputy (2022 – present) costs the City $410,003 per year now that the LASD growth discount rate has expired.

The Community Safety Division operates on an annual budget of $418,229.

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. 1: Safety & Security - Keeping Lomita safe, prepared and resilient.

OPTIONS
Receive and file.

ATTACHMENTS
None
Prepared by: Approved by:
_______________________ ______________________
Lina Hernandez Andrew Vialpando
Assistant City Manager City Manager
Tuesday, September 15, 2026 Reg CC MTG, Page *83