Agenda packet — Lomita City Council, March 5, 2024 (part 1 of 2)

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1Special
Next Resolution No. 2024-03
Next Ordinance No. 860
AGENDA

REGULAR MEETING

LOMITA CITY COUNCIL
TUESDAY, MARCH 5, 2024
6:00 P.M.

THE CITY COUNCIL HAS RESUMED PUBLIC MEETINGS IN THE COUNCIL CHAMBERS.

PARTICIPATION BY MEMBERS OF THE PUBLIC IS ONLY GUARANTEED VIA IN-PERSON ATTENDANCE. AS A COURTESY, THE CITY MAY ALSO CHOOSE TO ALLOW PUBLIC

PARTICIPATION DURING THE MEETING VIA A COMPUTER OR SMART DEVICE USING THE FOLLOWING ZOOM LINK:
https://us02web.zoom.us/j/81778767378
Telephone Option: (669) 900-6833 Meeting ID: 817 7876 7378

THE COUNCIL MAY SUSPEND PUBLIC PARTICIPATION VIA ZOOM AT ANY TIME, AND

THE MEETING WILL NOT BE CANCELLED NOR SUSPENDED IF TECHNICAL ISSUES PRECLUDE OR IMPACT THE ABILITY TO ACCEPT PUBLIC COMMENT OVER ZOOM.

SHOULD YOU WISH TO ENSURE YOU CAN PARTICIPATE IN THIS MEETING, OR

COMMENT ON AN ITEM ON THE AGENDA, YOU MUST SHOW UP IN PERSON AT THE MEETING.

Please note that the City cannot, and does not, guarantee that the above Zoom link or dial in feature will work, that any individual commenter’s computer or smart device will operate without issue, or that the City’s hosting of the Zoom will work without issue. Members of the public acknowledge this and are on notice that public participation is only guaranteed via attendance in Council Chambers and that the Zoom option is provided as a courtesy only. Technological issues or failure of the Zoom link to be operational for any reason will not result in any pause, recess, or cancellation of the meeting.

If you wish to provide public comment during oral communications or for a particular agenda item, you may either contact the City Clerk’s Office before the meeting, at 310-325-7110 ext. 141, complete a speaker card and give it to the City Clerk or if participating via Zoom utilize the “raise hand” function to join the queue to speak when the Mayor calls the item for discussion. Your name and city of residency is requested, but not required.

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

LOMITA CITY HALL

COUNCIL CHAMBERS
24300 Narbonne Avenue
Lomita, CA 90717
Phone: (310) 325-7110
Fax: (310) 325-4024
Bill Uphoff, Mayor
Mark A. Waronek, Mayor Pro Tem
James Gazeley, Council Member
Cindy Segawa, Council Member
Barry Waite, Council Member
March 5, 2024, Reg. CC Mtg., Page # 1
Lomita City Council Meeting Agenda March 5, 2024

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1. OPENING CEREMONIES
a. Call Meeting to Order
b. Flag Salute
c. Invocation – Council Member Segawa
d. Roll Call

2. APPROVAL OF AGENDA

3. PRESENTATIONS
• CERTIFICATE OF RECOGNITION PRESENTED TO RETIRING LOMITA SHERIFF’S CAPTAIN JAMES C. POWERS

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 Council Member or staff.

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

March 5, 2024, Reg. CC Mtg., Page # 2
Lomita City Council Meeting Agenda March 5, 2024

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b. Minutes of the Regular City Council Meetings of February 6, 2024, and February 20, 2024 RECOMMENDED ACTION: Approve minutes.
c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register. d. Appian Way Pump Station Roof Replacement Project
RECOMMENDED ACTION: Authorize staff to release the bid package for the Appian Way Pump Station Roof Replacement Project, and find the project categorically exempt from CEQA.
e. Installation of Speed Limit Signs and Painting of Speed Legends on Lucille Avenue RECOMMENDED ACTION: 1) Install a “SPEED LIMIT 25” sign (R2-1 (25)) on west side of Lucille Avenue approximately sixty (60) feet south of the south curb line of Pacific Coast Highway; 2) Install a “SPEED LIMIT 25” sign (R2-1 (25)) on east side of Lucille Avenue approximately fifty (50) feet north from the southern terminus of Lucille Avenue; 3) Paint a “25” Speed Legend on west side of Lucille Avenue approximately sixty (60) feet south of the south curb line of Pacific Coast Highway: and 4) Paint a “25” Speed Legend on east side of Lucille Avenue approximately fifty (50) feet north of the southern terminus of Lucille Avenue.
f. Professional Services Agreement for SCADA Upgrade
RECOMMENDED ACTION: Approve a Professional Services Agreement with AES Global, Inc. for the upgrade of the existing Water Division Supervisory Control and Data Acquisition system; and authorize the Interim City Manager to execute the agreement. g. Modification of Parking Time Limitation on Narbonne Avenue RECOMMENDED ACTION: To modify the parking time limit from one (1) hour to two (2) hours at 25507 Narbonne Avenue
March 5, 2024, Reg. CC Mtg., Page # 3
Lomita City Council Meeting Agenda March 5, 2024

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8. SCHEDULED ITEMS
a. DISCUSSION AND CONSIDERATION TO ADOPT RESOLUTION NO. 2024-03 AUTHORIZING A FORGIVABLE LOAN IN THE AMOUNT OF $35,000 THROUGH THE CITY’S JOB CREATION AND BUSINESS INCENTIVE PROGRAM TO THE HIVE

VINTAGE COLLECTIVE
Presented by Juan Ibarra, Administrative Analyst
RECOMMENDED ACTION: Adopt Resolution No. 2024-03 and authorize the Interim City Manager to sign the applicable program agreements on behalf of the City.

RESOLUTION 2024-03 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

LOMITA, CALIFORNIA, APPROVING THE JOB CREATION AND BUSINESS

INCENTIVE PROGRAM REQUEST FOR CESILIA BRACAMONTES FOR THE BUSINESS THE HIVE VINTAGE COLLECTIVE LOCATED AT 24603 NARBONNE AVENUE, LOMITA, FOR THE AMOUNT OF $35,000 SUBJECT TO TERMS AND

CONDITIONS
b. DISCUSSION AND CONSIDERATION OF A PROFESSIONAL SERVICES

AGREEMENT WITH MAN ONE ART AND MURALCOLORS FOR THE CREATION OF

A MURAL UPON THE SOFTBALL SHED AT LOMITA PARK
Presented by Brianna Rindge, Community & Economic Development Director RECOMMENDED ACTION: Authorize the Interim City Manager to execute contracts with Man One Art and MuralColors for the creation of a mural upon the softball shed at Lomita Park.
c. DISCUSSION AND CONSIDERATION OF LEGISLATIVE PROJECT PRIORITIES Presented by Lina Hernandez, Senior Management Analyst, and Carla Dillon, P.E., Public Works Director
RECOMMENDED ACTION: Review projects and provide direction on prioritization. d. DISCUSSION AND CONSIDERATION OF A LOS ANGELES COUNTY SHERIFF DEPARTMENT (LASD) PROPOSAL FOR 2024 ILLEGAL FIREWORKS

SUPPRESSION ENFORCEMENT
Presented by Lina Hernandez, Senior Management Analyst
RECOMMENDED ACTION: Approve the Los Angeles County Sheriff’s Department’s (LASD) Proposal for 2024 Fireworks Suppression Enforcement.

9. PUBLIC HEARINGS
None scheduled.

March 5, 2024, Reg. CC Mtg., Page # 4
Lomita City Council Meeting Agenda March 5, 2024

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10. ADJOURNMENT
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 beginning the next regular business day in the City Clerk’s Office, 24300 Narbonne Avenue, Lomita.

In compliance with the Americans with Disabilities Act (ADA) if you need special assistance to participate in this meeting, please contact the office of the City Clerk at (310) 325-7110. Notification at least forty-eight (48) hours prior to the meeting will enable the City to make reasonable arrangements.

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

Date Posted: February 29, 2024
_______________________________
Kathleen Horn Gregory, MMC, City Clerk
March 5, 2024, Reg. CC Mtg., Page # 5

MINUTES OF THE

LOMITA CITY COUNCIL

REGULAR MEETING
TUESDAY, FEBRUARY 6, 2024

1. OPENING CEREMONIES
a. Call Meeting to Order
The regular meeting of the Lomita City Council was called to order by Mayor Uphoff at 6:00 p.m. on Tuesday, February 6, 2024, in the Council Chambers at Lomita City Hall, 24300 Narbonne Avenue, Lomita, California.
b. Flag Salute
Council Member Waite led the flag salute.
c. Invocation
Council Member Waite gave the invocation.
d. Roll Call
PRESENT: Council Members: Gazeley (teleconferenced from 25225 Doria Avenue, Lomita CA, 90717), Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff ABSENT: None
STAFF PRESENT: Interim City Manager Hoefgen, City Attorney Rusin, Assistant City Manager Sugano, Public Works Director Dillon, Administrative Services Director Kamada, Community and Economic Development Director Rindge, Recreation Manager Kelley, Senior Management Analyst Hernandez, and City Clerk Gregory

2. APPROVAL OF AGENDA
Council Member Segawa made a motion, seconded by Mayor Pro Tem Waronek, to approve the agenda.

MOTION CARRIED by the following roll call vote:

AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
Item No. 7b
March 5, 2024, Reg. CC Mtg., Page # 6
Lomita City Council Regular Meeting Minutes
February 6, 2024

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3. PRESENTATIONS
Council Member Segawa presented former Lomita STEAM Magnet School crossing guard Teresa Millage a certificate of recognition.

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

Angel Gonzalez, Lomita resident, spoke regarding a recent fire at his parents’ home. They cannot rebuild because the area has is zoned commercial. He asked to be allowed to rebuild the home on the property, and noted that the insurance company is allowing just seven more months to rebuild. Interim City Manager Hoefgen stated that staff will set up a meeting to discuss options with Mr. Gonzalez.

Lydia Gutierrez introduced herself as a candidate for LAUSD School Board, and shared her background and experience.

Heidi Butzine, President/CEO of the Lomita Chamber of Commerce, spoke of the Annual Chamber Installation and Awards taking place on Thursday, February 8, 2024.

There being no further requests from the public to speak, Mayor Uphoff closed oral communications.

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE

CITY COUNCIL
Council Member Segawa reported on the following:
• Recent Navy Baseball Fields Ad Hoc Committee Meeting
Council Member Waite reported on the following:
• January 25 – South Bay Cities Council of Governments Meeting; he suggested that Council discuss at a future meeting taking a position on the Green Line Metro extension to Torrance Transit Center.
• January 30 – Metropolitan Water District tour of the pipeline repair project along Western Avenue
• Suggested future Council discussion relative to non-conforming residential uses in commercial areas; it was the consensus of the Council to bring discussion back at a future meeting.

Community & Economic Development Director Rindge stated that a comprehensive zoning code update is one aspect of the General Plan update, and it will be discussed by the General Plan Advisory Committee (GPAC) soon.

Council Member Gazeley reported on the following:
• Recent Southern California Association of Governments (SCAG) Meeting Mayor Pro Tem Waronek reported on the following:

March 5, 2024, Reg. CC Mtg., Page # 7
Lomita City Council Regular Meeting Minutes
February 6, 2024

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• Recent SCAG Policy Committee Meeting
• February 7 – California Contract Cities Association Meeting Mayor Uphoff reported on the following:
• January 17 – County Sanitation District Meeting
• January 18 – Cal Cities Community Services Policy Committee Meeting • January 31 – State Briefing on Recent and Upcoming Storms

6. CITY MANAGER’S REPORT (information only)
Interim City Manager Hoefgen thanked Public Works staff for their work during the recent storms.

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

Mayor Uphoff requested to pull Item 7d for separate consideration.

Council Member Segawa made a motion, seconded by Mayor Pro Tem Waronek to approve the consent agenda items 7a-c and 7e-f, with the exception of item 7d.

MOTION CARRIED by the following roll call vote:

AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
a. Motion to Waive Full Reading of Ordinances and that They be Read in Title Only RECOMMENDED ACTION: Approve motion.
b. Minutes of the Regular City Council Meetings of December 5, 2023, December 19, 2023, and January 16, 2024
RECOMMENDED ACTION: Approve minutes.
c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register. e. Municipal National Pollutant Discharge Elimination System (NPDES) On-Call Consultant RECOMMENDED ACTION: 1) Approve a Professional Services Agreement with John L.

Hunter and Associates Inc. (JLHA) for Municipal National Pollutant Discharge Elimination System (NPDES) On-Call Consultant for an amount of $65,000 per year for March 5, 2024, Reg. CC Mtg., Page # 8
Lomita City Council Regular Meeting Minutes
February 6, 2024

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up to three years with a 10% contingency of $6,500 per year for up to three years with the option for two one-year extensions; 2) Appropriate $35,000 to 100-605-5340 for the current fiscal year; and 3) Authorize the Interim City Manager to execute the Agreement. f. ARPA Façade Improvement Program Application for Ageless Geeks RECOMMENDED ACTION: 1) Approve one (1) application under the City’s ARPA Business Assistance Programs; 2) Authorize the Interim City Manager to make minor amendments as may be necessary with approval of the City Attorney; and 3) Authorize the Interim City Manager to execute agreements with approved applicants for funding.

ITEM PULLED FOR SEPARATE CONSIDERATION:
d. Approval of the 2024 Legislative Platform
RECOMMENDED ACTION: Adopt Resolution 2024-01 approving the 2024 Legislative Platform.

Senior Management Analyst Hernandez described the purpose of the legislative platform, which allows staff to run time-sensitive issues by the legislative committee and communicate the City’s position quickly; any legislation not covered by the platform will go to Council for discussion. She outlined specific items updated in this platform such as supporting legislation aimed toward combatting the fentanyl crisis and legislative acts that mitigate rising insurance costs.

Council Member Segawa made a motion, seconded by Mayor Pro Tem Waronek, to approve the consent agenda Item 7d.

MOTION CARRIED by the following roll call vote:

AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
RESOLUTION NO. 2024-01 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF LOMITA, CALIFORNIA, APPROVING THE LEGISLATIVE PLATFORM

8. SCHEDULED ITEMS
a. DISCUSSION AND UPDATE OF MAYOR’S CUP AND GOLF CLASSIC 2024 RECOMMENDED ACTION: The Special Events Ad Hoc Committee consisting of Mayor Pro Tem Waronek and Councilmember Segawa recommend proceeding with the Mayor’s Cup and Golf Classic Tournament for 2024.

Recreation Manager Kelley presented the staff report per the agenda material. Event expenditures have risen in recent years while revenues have dropped. A $20,000 budget is requested for the golf tournament this year.

March 5, 2024, Reg. CC Mtg., Page # 9
Lomita City Council Regular Meeting Minutes
February 6, 2024

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Brief Council discussion was held relative to reasons for the decrease in revenue, whether sponsorships could compensate for the shortfall, ensuring a well-done event, the benefit of a full recreation staff, and newly designed sponsorship packages.

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

Council Member Waite made a motion, seconded by Council Member Segawa, to approve the recommended action.

MOTION CARRIED by the following roll call vote:

AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
b. DISCUSSION RELATED TO CAMPING REGULATIONS IN LOMITA
RECOMMENDED ACTION: Receive and file the report and direct staff to follow up if there is a change in the legal framework related to camping ordinances.

Interim City Manager Hoefgen presented the staff report per the agenda material. He stated that it was common for cities to have enacted laws prohibiting camping on public property in the past and for law enforcement to enforce them. In 2018 a ruling determined that cities cannot enforce anti-camping laws if they do not have adequate shelter beds as an alternative. In January of 2024 the Supreme Court agreed to review the ruling which will hopefully provide some clarity. A homeless individual was removed from private property in the City recently with proper written notice and with the assistance of Lomita Station deputies.

City Attorney Rusin noted that it is not necessary to enact an ordinance when private property is involved, but written notice is required.

City Attorney Rusin believes the hill cities’ ordinances must be pre-existing, as shelter beds are required now for removal of homeless persons from public property. He suggested possibly a “time, place and manner” ordinance instead of a City-wide ban on camping which would likely pose a constitutional conflict that would be challenged.

Interim City Manager Hoefgen stated that bringing a “time, place, and manner” no camping ordinance could also have unintended consequences that must be considered.

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

Mayor Pro Tem Waronek made a motion, seconded by Council Member Waite, to receive and file the report.

MOTION CARRIED by the following roll call vote:

March 5, 2024, Reg. CC Mtg., Page # 10
Lomita City Council Regular Meeting Minutes
February 6, 2024

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AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
c. DISCUSSION TO ESTABLISH A DATE AND TIME FOR THE MID-YEAR BUDGET REVIEW
RECOMMENDED ACTION: Set the date for Mid-Year Budget Review for Wednesday, March 6, 2024, at 4:00 p.m.

Administrative Services Director Kamada stated that the recommendation has changed to either Thursday, March 7, 2024, at 4:00 p.m., or Tuesday, March 12, 2024, at 4:00 p.m.

After brief discussion, the date and time for the Mid-year Budget Review was established as Thursday, March 7, 2024, at 4:00 p.m.

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

Council Member Segawa made a motion, seconded by Council Member Waite, to approve the recommended action.

MOTION CARRIED by the following roll call vote:

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

9. PUBLIC HEARINGS
a. DISCUSSION AND CONSIDERATION OF A RESOLUTION AMENDING CITYWIDE

COMPREHENSIVE USER FEES AND CHARGES INCLUDING A CPI ADJUSTMENT RECOMMENDED ACTION: Adopt Resolution 2024-02 implementing the fee schedule effective April 6, 2024.

Assistant City Manager Sugano stated that amendments include a new fee for graffiti removal on private property and a reduction to the site plan review fee for murals on private property to $400. There is no increase on youth sports fees. If approved, the changes would take effect April 6, 2024.

Mayor Uphoff opened the public hearing at 6:59 p.m. As no members of the public requested to speak on this item, he closed the public hearing at 6:59 p.m. and invited further discussion or a motion.

Council Member Segawa made a motion, seconded by Mayor Pro Tem Waronek, to approve the recommended action.

March 5, 2024, Reg. CC Mtg., Page # 11
Lomita City Council Regular Meeting Minutes
February 6, 2024

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MOTION CARRIED by the following roll call vote:

AYES: Council Members: Gazeley, Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
NOES: None
ABSENT: None
RESOLUTION NO. 2024-02 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF LOMITA, CALIFORNIA, ESTABLISHING AND ADOPTING CERTAIN FEES,

RATES AND CHARGES FOR VARIOUS CITY SERVICES
Council Member Waite spoke of concerns with the technology surcharges and suggested that the Council look into them next year.

10. ADJOURNMENT
There being no further business to discuss, Mayor Pro Tem Waronek adjourned the meeting at 7:01 p.m., in memory of Tom Hart, husband of Housing Authority Commissioner Rosemary Hart.

Respectfully submitted,
_________________________________
Kathleen Horn Gregory, MMC, City Clerk
Adopted:

March 5, 2024, Reg. CC Mtg., Page # 12

MINUTES OF THE

LOMITA CITY COUNCIL

REGULAR MEETING
TUESDAY, FEBRUARY 20, 2024

1. OPENING CEREMONIES
a. Call Meeting to Order
The regular meeting of the Lomita City Council was called to order by Mayor Uphoff at 6:00 p.m. on Tuesday, February 20, 2024, in the Council Chambers at Lomita City Hall, 24300 Narbonne Avenue, Lomita, California.
b. Flag Salute
Council Member Segawa led the salute to the flag.
c. Invocation
Mayor Pro Tem Waronek gave the invocation.
d. Roll Call
PRESENT: Council Members: Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff
ABSENT: Council Member Gazeley
STAFF PRESENT: Interim City Manager Hoefgen, City Attorney Rusin, Assistant City Manager Sugano, Public Works Director Dillon, Administrative Services Director Kamada, Senior Management Analyst Hernandez, Administrative Analyst Ibarra (via Zoom), and City Clerk Gregory

2. APPROVAL OF AGENDA
Council Member Segawa made a motion, seconded by Mayor Pro Tem Waronek, to approve the agenda.

MOTION CARRIED by the following vote:

AYES: Council Members: Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff NOES: None
ABSENT: Council Member Gazeley

3. PRESENTATIONS
There were no presentations scheduled for this meeting.

March 5, 2024, Reg. CC Mtg., Page # 13
Lomita City Council Regular Meeting Minutes
February 20, 2024

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

George Kivett, Lomita resident, urged CERT program training cycle acceleration due to the increase in earthquakes as well as more participation in the program. He also urged participation in the “Bolt in Place” grant program for those with raised foundations, and for residents to get their water heaters strapped. He also spoke of Lemonade Day and its positive effects in the community.

There being no further requests from the public to speak, Mayor Uphoff closed oral communications.

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE

CITY COUNCIL
Council Member Segawa reported on the following:
• February 8 – Lomita Chamber of Commerce Annual Installation and Awards • February 9 – Founders Day/60th Anniversary Committee Meeting • Recent Navy Baseball Fields Ad Hoc Committee Meeting
Council Member Waite reported on the following:
• February 8 – Lomita Chamber of Commerce Annual Installation and Awards • February 12 – South Bay Cities Council of Governments (SBCCOG) Steering Committee Meeting
Mayor Pro Tem Waronek reported on the following:
• February 8 – Lomita Chamber of Commerce Annual Installation and Awards • Recent Meeting with Local Businesspeople Regarding Possible Establishment of a Lomita Sheriff’s Station Foundation
• February 9 – Founders Day/60th Anniversary Committee Meeting • Recent Navy Baseball Fields Ad Hoc Committee Meeting
• February 21 – Torrance Area Chamber of Commerce State of the Region • February 21 – California Contract Cities Association Board Meeting Mayor Uphoff reported on the following:
• February 8 – Lomita Chamber of Commerce Annual Installation and Awards • February 12 – SBCCOG Transportation Committee Meeting • Additionally, he noted several items for discussion by the Council on future City Council agendas. .

6. CITY MANAGER’S REPORT (information only)
Interim City Manager Hoefgen had nothing to report.

March 5, 2024, Reg. CC Mtg., Page # 14
Lomita City Council Regular Meeting Minutes
February 20, 2024

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

Mayor Pro Tem Waronek made a motion, seconded by Council Member Segawa, to approve the consent agenda.

MOTION CARRIED by the following vote:

AYES: Council Members: Segawa, Waite, Mayor Pro Tem Waronek, and Mayor Uphoff NOES: None
ABSENT: Council Member Gazeley
a. Motion to Waive Full Reading of Ordinances and that They be Read in Title Only RECOMMENDED ACTION: Approve motion.
b. Minutes of the Special City Council Meeting of February 6, 2024 RECOMMENDED ACTION: Approve minutes.
c. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register. d. Monthly Report for the Administrative Services Department RECOMMENDED ACTION: Receive and file the report.
e. Monthly Report for the City Manager’s Department
RECOMMENDED ACTION: Receive and file the report.
f. Monthly Report for the Community and Economic Development Department RECOMMENDED ACTION: Receive and file the report.
g. Monthly Report for the Recreation and Facilities Division RECOMMENDED ACTION: Receive and file the report.
h. Monthly Report for the Public Works Department
RECOMMENDED ACTION: Receive and file the report.
i. January 2024 Treasury & Investment Report
RECOMMENDED ACTION: Receive and file the report.

March 5, 2024, Reg. CC Mtg., Page # 15
Lomita City Council Regular Meeting Minutes
February 20, 2024

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8. SCHEDULED ITEMS
None scheduled.

9. PUBLIC HEARINGS
None scheduled.

10. ADJOURNMENT
There being no further business to discuss, Mayor Uphoff adjourned the meeting at 6:15 p.m.

Respectfully submitted,
_________________________________
Kathleen Horn Gregory, MMC, City Clerk
Adopted:

March 5, 2024, Reg. CC Mtg., Page # 16

CONSENT CALENDAR
AGENDA NO. 7.C.

March 5, 2024
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: March 5, 2024
SUBJECT: WARRANT REGISTER

PAYROLL REGISTER

March 5, 2024 TOTAL WARRANTS ISSUED: $623,099.85

Wires Transfers: 11052-11056
Prepay: 532182-532183
Check Numbers: 532184-532255

Total Pages of Register: 12

February 23, 2024 TOTAL PAYROLL ISSUED: $132,514.58

I hereby certify that the demands or claims covered by the checks listed on pages 1 to 12 inclusive of the check register are accurate and funds are available for payment thereof:
__________________________
Susan Kamada
Administrative Services Director
March 5, 2024, Reg. CC Mtg., Page # 17
2/28/2024 11:39:59 AM Page 1 of 12
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 2/21/2024 - 3/5/2024
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 7228 - #1 All Safe & Secure
532184 03/05/2024 #1 All Safe & Secure 01-2024 Pre-Employee Live Scan 40.00 Vendor 7228 - #1 All Safe & Secure Total: 40.00
Vendor: 12798 - 4LEAF, Inc.
532185 03/05/2024 4LEAF, Inc. J4121M Augmented Code Enforcement… 10,687.50 Vendor 12798 - 4LEAF, Inc. Total: 10,687.50
Vendor: 7353 - ACE Whatever It Takes
532186 03/05/2024 ACE Whatever It Takes 6259 Master Lock 2" H X 1-7/32" 25.35 532186 03/05/2024 ACE Whatever It Takes 6259 Misc. Fasteners 1.04 532186 03/05/2024 ACE Whatever It Takes 6259 Misc. Fasteners 0.99 532186 03/05/2024 ACE Whatever It Takes 6259 Misc. Fasteners 0.88 532186 03/05/2024 ACE Whatever It Takes 6267 Misc. Fasteners 1.32 532186 03/05/2024 ACE Whatever It Takes 6267 Misc. Fasteners 1.10 532186 03/05/2024 ACE Whatever It Takes 6267 Misc. Fasteners 0.77 532186 03/05/2024 ACE Whatever It Takes 6267 Misc. Fasteners 1.46 532186 03/05/2024 ACE Whatever It Takes 6268 Open-Lok Carbide Multi-Tool 83.76 532186 03/05/2024 ACE Whatever It Takes 6268 Picture Hanging Strips 12 lb 4-… 18.49 532186 03/05/2024 ACE Whatever It Takes 6268 Blade Dispenser with Blades 2… 15.42 532186 03/05/2024 ACE Whatever It Takes 6268 Picture Hanging Strips 4 lb 24-… 12.11 532186 03/05/2024 ACE Whatever It Takes 6268 Plastic Wire Hooks 2-1/6" L 7-… 39.66 532186 03/05/2024 ACE Whatever It Takes 6268 Glass Cleaner 32 oz Liquid 5.50 Vendor 7353 - ACE Whatever It Takes Total: 207.85
Vendor: 0180 - Administrative Services Co-op, Inc.
532187 03/05/2024 Administrative Services Co-op,…240120 DAR January 24 8,601.32 Vendor 0180 - Administrative Services Co-op, Inc. Total: 8,601.32 Vendor: 12755 - Agri-Turf Distributing, LLC
532188 03/05/2024 Agri-Turf Distributing, LLC 93713 Ranger Pro Herbicide 2.5 Gal 2… 577.75 Vendor 12755 - Agri-Turf Distributing, LLC Total: 577.75 Vendor: 12982 - Alexander Demolition and Hauling
532189 03/05/2024 Alexander Demolition and Hau…74378 Demolition Preparation Final I… 9,225.00 Vendor 12982 - Alexander Demolition and Hauling Total: 9,225.00 Vendor: 7445 - All City Management Services, Inc.
532190 03/05/2024 All City Management Services, …90727 Crossing Guard Services 5,010.72 532190 03/05/2024 All City Management Services, …91103 Crossing Guard Services 5,781.60 532190 03/05/2024 All City Management Services, …91499 Crossing Guard Services 5,749.48 Vendor 7445 - All City Management Services, Inc. Total: 16,541.80 Vendor: 4060 - Allianz Life Insurance Co.
532191 03/05/2024 Allianz Life Insurance Co. February 24 Employee Life Insurance Febr… 53.00 Vendor 4060 - Allianz Life Insurance Co. Total: 53.00
Vendor: 0545 - Allied Waste Transfer Services (BFI Falcon TS) 532192 03/05/2024 Allied Waste Transfer Services …4404-000022366 Dump Fee 2,359.98 Vendor 0545 - Allied Waste Transfer Services (BFI Falcon TS) Total: 2,359.98 Vendor: 12155 - Amazon Capital Services
532182 02/21/2024 Amazon Capital Services 11CH-WHPW-6J1X 3" Heavy Duty Spring Snap Ho… 41.88 532182 02/21/2024 Amazon Capital Services 16QW-YNMF-D37J HR-Office Supplies 44.09 532182 02/21/2024 Amazon Capital Services 17DQ-X3V7-6QCD Large Christmas Bows 92.58 532182 02/21/2024 Amazon Capital Services 1C4M-R1K3-94V7 Thermal Laminating Pouches, … 18.73 532182 02/21/2024 Amazon Capital Services 1D41-TN96-CGH3 Motorized Standing Desk Con… 308.68 532182 02/21/2024 Amazon Capital Services 1F3J-GV7J-PWWQ HR-Office Supplies 44.09 532182 02/21/2024 Amazon Capital Services 1L9R-VKFR-6YQ1 Toner Cartridge 198.44 532182 02/21/2024 Amazon Capital Services 1R1D-GCDL-3YKR Sterile Flexible Fabric Adhesive… 19.64 March 5, 2024, Reg. CC Mtg., Page # 18
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 2 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 532182 02/21/2024 Amazon Capital Services 1WDX-3JV9-DNDG Highlighters, Chisel Tip 12-Pk 4.29 532193 03/05/2024 Amazon Capital Services 13PG-19W4-9D4C Pickleball Equipment-Picklebal… 326.32 532193 03/05/2024 Amazon Capital Services 13PG-19W4-9D4C Pickleball Equipment-Picklebal… 220.49 532193 03/05/2024 Amazon Capital Services 16RH-MMYG-6D7X File Storage Box 12-Pk 28.93 532193 03/05/2024 Amazon Capital Services 16RH-MMYG-6D7X 3 X 3 Pop Up Sticky Notes 22.81 532193 03/05/2024 Amazon Capital Services 16RH-MMYG-6D7X Black Barrel Click Pens 100-Pk 29.76 532193 03/05/2024 Amazon Capital Services 1L79-YHCT-93PH Small American Flags 4" X 6" 22.04 532193 03/05/2024 Amazon Capital Services 1L79-YHCT-93PH Kraft Paper Bags 75-Pcs 122.80 532193 03/05/2024 Amazon Capital Services 1LVJ-R311-7K9J Safety Vest 58.50 532193 03/05/2024 Amazon Capital Services 1LVJ-R311-7K9J Safety Vest 17.63 532193 03/05/2024 Amazon Capital Services 1MGW-KDH4-H4KM HP Laser Jet 1022 Printer 171.99 532193 03/05/2024 Amazon Capital Services 1X1V-TKN7-7HPL Wired Headphones 19.16 532193 03/05/2024 Amazon Capital Services 1YV3-3F31-3G64 Coffee Creamer 12 oz 6-Pk 15.44 532193 03/05/2024 Amazon Capital Services 1YV3-3F31-3G64 Roast Ground Coffee 30 oz 38.25 Vendor 12155 - Amazon Capital Services Total: 1,866.54
Vendor: 0285 - Amtech Elevator Services
532194 03/05/2024 Amtech Elevator Services 151401483722 CH-Elevator Maintenance Mar… 671.34 Vendor 0285 - Amtech Elevator Services Total: 671.34
Vendor: 12257 - Aramsco Inc.
532195 03/05/2024 Aramsco Inc. S6313788.001 Broom Warehouse 25.58 532195 03/05/2024 Aramsco Inc. S6313788.001 White Terry Cloth Towels 88.97 532195 03/05/2024 Aramsco Inc. S6313788.001 Nitrile Gloves 460.07 532195 03/05/2024 Aramsco Inc. S6313788.001 Black Liner B60XH 36X 58 572.32 Vendor 12257 - Aramsco Inc. Total: 1,146.94
Vendor: 0375 - Astro Auto & Electric
532196 03/05/2024 Astro Auto & Electric 17436 2006 Dodge Ram 2500-Labor 140.00 532196 03/05/2024 Astro Auto & Electric 17436 2006 Dodge Ram 2500-Light B… 13.23 Vendor 0375 - Astro Auto & Electric Total: 153.23
Vendor: 4020 - Automatic Data Processing
11052 02/21/2024 Automatic Data Processing 654196539 2023 Tax Reporting, W-2's 547.31 11052 02/21/2024 Automatic Data Processing 654196539 2023 Tax Reporting, W-2's 182.44 Vendor 4020 - Automatic Data Processing Total: 729.75
Vendor: 3334 - Autozone, Inc.
532197 03/05/2024 Autozone, Inc. 2859908328 5W-30 Motor Oil 34.55 532197 03/05/2024 Autozone, Inc. 2859908328 Truck Floor Mat 28.28 532197 03/05/2024 Autozone, Inc. 2859908426 Gasoline Can 5 Gal 23.14 532197 03/05/2024 Autozone, Inc. 2859908426 Gasoline Can 1 Gal 10.57 532197 03/05/2024 Autozone, Inc. 2859908426 Oil Filter Cap Wrench 9.28 532197 03/05/2024 Autozone, Inc. 2859908426 Multi-Purpose Funnel 6.80 532197 03/05/2024 Autozone, Inc. 2859911829 Absorber XXL Synthetic Chamo… 24.06 Vendor 3334 - Autozone, Inc. Total: 136.68
Vendor: 0415 - B.D. White Top Soil Co.
532198 03/05/2024 B.D. White Top Soil Co. 89637 Dirt Mix 38.04 532198 03/05/2024 B.D. White Top Soil Co. 89993 Brown Bark 165.38 532198 03/05/2024 B.D. White Top Soil Co. 89993 Dirt Mix 40.79 Vendor 0415 - B.D. White Top Soil Co. Total: 244.21
Vendor: 12252 - Barry Waite
532199 03/05/2024 Barry Waite 022624 Reimbursement for CC 2024 A… 875.00 Vendor 12252 - Barry Waite Total: 875.00
Vendor: 7477 - Best Best & Krieger, LLP
532200 03/05/2024 Best Best & Krieger, LLP 985560 Revised Legal Services December 23 4,539.08 532200 03/05/2024 Best Best & Krieger, LLP 985560 Revised Legal Services December 23 801.01 532200 03/05/2024 Best Best & Krieger, LLP 988449 Legal Services January 24 8,246.70 532200 03/05/2024 Best Best & Krieger, LLP 988449 Legal Services January 24 1,455.30 532200 03/05/2024 Best Best & Krieger, LLP 988450 Code Enforcement/General Lit… 2,903.60 532200 03/05/2024 Best Best & Krieger, LLP 988451 Special Services January 24 927.20 Vendor 7477 - Best Best & Krieger, LLP Total: 18,872.89 March 5, 2024, Reg. CC Mtg., Page # 19
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 3 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 12391 - Brishan Inc.
532201 03/05/2024 Brishan Inc. 0005069 Aquaphalt 4.0 2,421.09 Vendor 12391 - Brishan Inc. Total: 2,421.09
Vendor: 12267 - Cal Pro Specialties
532202 03/05/2024 Cal Pro Specialties 12659 Mardi Gras Touch Pen 490.51 532202 03/05/2024 Cal Pro Specialties 12659 Council Pens-Set Up Charge 25.00 Vendor 12267 - Cal Pro Specialties Total: 515.51
Vendor: 7524 - California Consulting, Inc.
532203 03/05/2024 California Consulting, Inc. 6390 Grant Writing Services-Water… 12,000.00 Vendor 7524 - California Consulting, Inc. Total: 12,000.00 Vendor: 7319 - California State Disbursement Unit
532204 03/05/2024 California State Disbursement… 030824-8004 Employee Garnishment-Pay D… 70.61 532205 03/05/2024 California State Disbursement… 030824-1622 Employee Garnishment-Pay D… 230.76 Vendor 7319 - California State Disbursement Unit Total: 301.37 Vendor: 6687 - Canon Financial Services, Inc.
532206 03/05/2024 Canon Financial Services, Inc. 32077003 Public Works & Recreation Co… 352.49 Vendor 6687 - Canon Financial Services, Inc. Total: 352.49 Vendor: 4657 - Carlos Bobadilla
532207 03/05/2024 Carlos Bobadilla 022724 Reimbursement for Five Pair o… 173.58 Vendor 4657 - Carlos Bobadilla Total: 173.58
Vendor: 12525 - City of Rolling Hills Estates
532208 03/05/2024 City of Rolling Hills Estates 4374 South Bay Cities Dinner-W. U… 257.26 532208 03/05/2024 City of Rolling Hills Estates 4374 South Bay Cities Dinner-B. Wai… 257.26 532208 03/05/2024 City of Rolling Hills Estates 4374 South Bay Cities Dinner-M. W… 257.26 532208 03/05/2024 City of Rolling Hills Estates 4374 South Bay Cities Dinner-L. Her… 257.26 Vendor 12525 - City of Rolling Hills Estates Total: 1,029.04 Vendor: 6934 - Clinical Laboratory of San Bernardino, Inc. 532209 03/05/2024 Clinical Laboratory of San Ber… 2400272 Water Quality Report January … 1,492.00 Vendor 6934 - Clinical Laboratory of San Bernardino, Inc. Total: 1,492.00 Vendor: 0915 - Copy Rite Printing
532210 03/05/2024 Copy Rite Printing 39740 Business Cards-Z. Qazi & W. L… 83.11 Vendor 0915 - Copy Rite Printing Total: 83.11
Vendor: 7371 - Corporate Payment Systems
532211 03/05/2024 Corporate Payment Systems C. Villa 012524 Staff Uniforms 88.20 532211 03/05/2024 Corporate Payment Systems C. Villa 012524 Staff Uniforms 118.74 532211 03/05/2024 Corporate Payment Systems C. Villa 012524 Easter Supplies 1,301.50 532211 03/05/2024 Corporate Payment Systems C. Villa 012524 Laundry Detergent 13.22 532211 03/05/2024 Corporate Payment Systems C. Villa 012524 Laundry Detergent 3.50 Vendor 7371 - Corporate Payment Systems Total: 1,525.16 Vendor: 12996 - Covenant Truck School, LLC
532212 03/05/2024 Covenant Truck School, LLC 1117 Driver Training Tuition-J. Cald… 4,500.00 532212 03/05/2024 Covenant Truck School, LLC 1118 Driver Training Tuition-J. Filbe… 4,500.00 Vendor 12996 - Covenant Truck School, LLC Total: 9,000.00 Vendor: 12704 - David Evans & Associates, Inc.
532213 03/05/2024 David Evans & Associates, Inc. 556200 Engineering Design-Street Rec… 3,353.50 Vendor 12704 - David Evans & Associates, Inc. Total: 3,353.50 Vendor: 1075 - Department of Justice
532214 03/05/2024 Department of Justice 713352 Live Scan January 24 64.00 Vendor 1075 - Department of Justice Total: 64.00
Vendor: 12290 - Duncan's Soo Bahk Do, LLC
532215 03/05/2024 Duncan's Soo Bahk Do, LLC 022124 Recreation-Karate Class Instru… 2,146.20 Vendor 12290 - Duncan's Soo Bahk Do, LLC Total: 2,146.20 Vendor: 2095 - Ewing Irrigation Products
532216 03/05/2024 Ewing Irrigation Products 21577442 Sprinkler 223.42 Vendor 2095 - Ewing Irrigation Products Total: 223.42
March 5, 2024, Reg. CC Mtg., Page # 20
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 4 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 3070 - Grainger
532217 03/05/2024 Grainger 9014060074 Hi-Vis Bomber Jacket 141.64 532217 03/05/2024 Grainger 9014060074 Rain Bib Overall 40.87 532217 03/05/2024 Grainger 9017003121 Rain Bib Overall 40.86 Vendor 3070 - Grainger Total: 223.37
Vendor: 3036 - Harbor Freight Tools USA, Inc.
532218 03/05/2024 Harbor Freight Tools USA, Inc. 1037318 1200 lb Hand Winch 38.58 532218 03/05/2024 Harbor Freight Tools USA, Inc. 1037318 21" X 20' Tow Strap 14.32 532218 03/05/2024 Harbor Freight Tools USA, Inc. 1037318 Beach Sprayer 1 Gal 16.53 532218 03/05/2024 Harbor Freight Tools USA, Inc. 1037318 3/8" X 100' Diamond Braid Ro… 9.91 Vendor 3036 - Harbor Freight Tools USA, Inc. Total: 79.34 Vendor: 7144 - Hazen and Sawyer, P.C.
532219 03/05/2024 Hazen and Sawyer, P.C. 20007-010-0000033 Consulting Services-CWPF 1,755.50 532219 03/05/2024 Hazen and Sawyer, P.C. 20007-010-0000034 Consulting Services-CWPF 1,502.50 532219 03/05/2024 Hazen and Sawyer, P.C. 20007-010-0000035 Consulting Services-CWPF 1,067.50 532219 03/05/2024 Hazen and Sawyer, P.C. 20007-022-1 Engineering Design Services-… 15,680.00 Vendor 7144 - Hazen and Sawyer, P.C. Total: 20,005.50
Vendor: 3052 - Home Depot Credit Services
532220 03/05/2024 Home Depot Credit Services 1090656 Folding Lock-Back Utility Knife 9.89 532220 03/05/2024 Home Depot Credit Services 1090656 Metal Cutting Bi-Metal Recipr… 30.11 532220 03/05/2024 Home Depot Credit Services 1090656 Landscape Fabric Garden Stap… 220.41 532220 03/05/2024 Home Depot Credit Services 1090656 Pruning Carbide Teeth Wood … 57.20 532220 03/05/2024 Home Depot Credit Services 2514629 Chlorinating Liquid 2-Pk 16.52 532220 03/05/2024 Home Depot Credit Services 2514629 Battery 4 Gal. Backpack Chemi… 174.86 532220 03/05/2024 Home Depot Credit Services 2641150 Traffic Striping Yellow 40.77 532220 03/05/2024 Home Depot Credit Services 2641150 14" Cable Tie 500-Pk 61.17 532220 03/05/2024 Home Depot Credit Services 2641150 6" Combo Stencil Letters & N… 12.94 532220 03/05/2024 Home Depot Credit Services 4012483 Water Bottle Deposit 3.97 532220 03/05/2024 Home Depot Credit Services 4012483 Bottle Water 16.47 532220 03/05/2024 Home Depot Credit Services 4012483 Titanium Twist Drill Bit 15.95 532220 03/05/2024 Home Depot Credit Services 4012483 Anvil Digging Shovel 30.99 532220 03/05/2024 Home Depot Credit Services 4012483 Firm Grip Duck Canvas Glove 18.01 532220 03/05/2024 Home Depot Credit Services 4012556 Water Bottle Deposit 7.20 532220 03/05/2024 Home Depot Credit Services 4012556 Bottle Water 29.88 532220 03/05/2024 Home Depot Credit Services 5633306 Clear Glass LED Ceiling Fan Lig… 12.09 532220 03/05/2024 Home Depot Credit Services 5633306 Construction Adhesive 12.89 532220 03/05/2024 Home Depot Credit Services 6521594 Heavy Duty 10' X 12' Tarp 77.13 532220 03/05/2024 Home Depot Credit Services 6521594 Heavy Duty 12' X 16' Tarp 50.36 532220 03/05/2024 Home Depot Credit Services 6521594 24 Pieces Bungee Cords 17.62 532220 03/05/2024 Home Depot Credit Services 9101656 48 in. x 30 in. Grey Steel Pet Gr… 63.00 Vendor 3052 - Home Depot Credit Services Total: 979.43
Vendor: 12069 - Joe A. Gonsalves & Son
532221 03/05/2024 Joe A. Gonsalves & Son 161414 Consulting Services February … 3,000.00 Vendor 12069 - Joe A. Gonsalves & Son Total: 3,000.00
Vendor: 7498 - Johnson Controls Security Solutions
532222 03/05/2024 Johnson Controls Security Solu…39833623 Museum Security March-May … 281.37 Vendor 7498 - Johnson Controls Security Solutions Total: 281.37 Vendor: 3130 - L.A. County Department of Animal Care & Control 532223 03/05/2024 L.A. County Department of An…January 24 Animal Housing January 24 -1,373.00 532223 03/05/2024 L.A. County Department of An…January 24 Animal Housing January 24 7,111.18 Vendor 3130 - L.A. County Department of Animal Care & Control Total: 5,738.18 Vendor: 3187 - L.A. County Department of Public Works
532224 03/05/2024 L.A. County Department of Pu… RE-PW-24021204540 Industrial Waste January 24 472.45 Vendor 3187 - L.A. County Department of Public Works Total: 472.45 Vendor: 3048 - L.A. County Sheriff's Department
532225 03/05/2024 L.A. County Sheriff's Departm… 242045EC January 24 312,625.16 532225 03/05/2024 L.A. County Sheriff's Departm… 242045EC January 24 18,883.78 532225 03/05/2024 L.A. County Sheriff's Departm… 242045EC January 24 39,681.07 March 5, 2024, Reg. CC Mtg., Page # 21
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 5 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 532225 03/05/2024 L.A. County Sheriff's Departm… 242121EC Traffic Enforcement January 24 1,282.44 Vendor 3048 - L.A. County Sheriff's Department Total: 372,472.45 Vendor: 12247 - LegalShield
532226 03/05/2024 LegalShield February 24 Employee Legal Insurance Be… 88.45 Vendor 12247 - LegalShield Total: 88.45
Vendor: 6442 - Lincoln National Life Insurance Co.
11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 85.27 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 19.24 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 21.84 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 109.05 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 34.84 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 173.65 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 5.20 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 27.25 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 29.86 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 15.60 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 46.80 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 244.54 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 201.99 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 32.24 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 30.68 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 116.80 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 41.60 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 168.65 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 135.60 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 47.84 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 138.76 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 45.76 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 20.80 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 67.32 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 3.12 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 13.55 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 4.16 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 8.58 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 5.96 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 1.56 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 30.65 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 6.24 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 27.56 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 135.65 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 5.20 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 29.16 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 579.62 11053 03/01/2024 Lincoln National Life Insurance…4666843562 Employee Life/STD/LTD Insur… 120.12 Vendor 6442 - Lincoln National Life Insurance Co. Total: 2,832.31 Vendor: 12997 - Marissa Zato
532227 03/05/2024 Marissa Zato 2004386.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 12997 - Marissa Zato Total: 40.00
Vendor: 3085 - Mark's Lock & Safe, Inc.
532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036896 Latch Protector 22.33 532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036896 Latch Protector-Labor 262.50 532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036933 Maintenance January-March … 300.00 532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036938 Duplicate Double Sided Keys 85.88 532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036987 ASSA High Security Key 36.65 532228 03/05/2024 Mark's Lock & Safe, Inc. 0000036987 Duplicate Key 110.21 Vendor 3085 - Mark's Lock & Safe, Inc. Total: 817.57
Vendor: 3217 - MissionSquare Retirement
11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 16,043.94 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 515.72 March 5, 2024, Reg. CC Mtg., Page # 22
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 6 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 336.56 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 13.49 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 156.40 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 106.11 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 239.33 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 316.76 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 213.12 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 163.26 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 183.10 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 239.11 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 188.47 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 29.22 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 20.34 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 12.57 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 91.45 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 77.54 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 156.37 11056 02/22/2024 MissionSquare Retirement PE021624 Deferred Compensation Pay D… 1,110.22 Vendor 3217 - MissionSquare Retirement Total: 20,213.08 Vendor: 12998 - Noelle Chaco
532229 03/05/2024 Noelle Chaco 2004387.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 12998 - Noelle Chaco Total: 40.00
Vendor: 7496 - Numa Networks
532230 03/05/2024 Numa Networks 35876 Network COL, Connected New… 277.50 Vendor 7496 - Numa Networks Total: 277.50
Vendor: 12004 - Occupational Health Centers of CA, A Medical Grp 532231 03/05/2024 Occupational Health Centers o…82102080 Pre-Employee Physical Exam 334.00 532231 03/05/2024 Occupational Health Centers o…82176979 Pre-Employee Physical Exam 167.00 Vendor 12004 - Occupational Health Centers of CA, A Medical Grp Total: 501.00 Vendor: 6594 - Office Depot Business Solutions, LLC
532232 03/05/2024 Office Depot Business Solutio… 351994705001 Toner, Brother, Magenta TN43 91.61 532232 03/05/2024 Office Depot Business Solutio… 351994705001 Computation Notebook, 9 1/4… 9.91 532232 03/05/2024 Office Depot Business Solutio… 351994705001 Stamp 7.70 532232 03/05/2024 Office Depot Business Solutio… 355460482001 Copy Paper 105.82 Vendor 6594 - Office Depot Business Solutions, LLC Total: 215.04 Vendor: 3148 - Oriental Trading Co., Inc.
532233 03/05/2024 Oriental Trading Co., Inc. 72998967401 Bulk Cyo Easter Crown 8 Dozen 142.19 532233 03/05/2024 Oriental Trading Co., Inc. 72998967401 Gift Card -20.00 532233 03/05/2024 Oriental Trading Co., Inc. 72998967401 Bulk Easter Foam Headband C… 231.46 Vendor 3148 - Oriental Trading Co., Inc. Total: 353.65
Vendor: 3446 - Pacific Coast Glove & Safety, Inc.
532234 03/05/2024 Pacific Coast Glove & Safety, I… 10081335 PVC Steel Toe Boots 171.99 Vendor 3446 - Pacific Coast Glove & Safety, Inc. Total: 171.99 Vendor: 4105 - Pacific Western Bank
11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 18,110.80 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 2,579.69 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 9.42 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 308.79 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 100.50 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 148.48 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 31.75 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 35.37 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 39.50 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 7.67 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 215.91 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 9.41 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 149.66 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 129.70 March 5, 2024, Reg. CC Mtg., Page # 23
Warrant Register Payment Dates: 2/21/2024 - 3/5/2024
2/28/2024 11:39:59 AM Page 7 of 12
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 19.32 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 87.57 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 112.14 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 140.33 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 137.11 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 11.61 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 22.21 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 10.60 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 83.03 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 12.85 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 7.19 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 1.06 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 29.18 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 29.42 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 133.82 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 32.12 11054 02/22/2024 Pacific Western Bank PE021624 Federal & Medicare Taxes-Pay… 523.93 11055 02/22/2024 Pacific Western Bank PE021624A State Tax Withholdings-Pay E… 6,863.46 Vendor 4105 - Pacific Western Bank Total: 30,133.60
Vendor: 4080 - PERS Long-Term Care Program
532235 03/05/2024 PERS Long-Term Care Program 15241189 Employee Long Term Care Ins… 336.88 532235 03/05/2024 PERS Long-Term Care Program 15241189 Employee Long Term Care Ins… 59.45 Vendor 4080 - PERS Long-Term Care Program Total: 396.33 Vendor: 9052 - Pixel Graphic Design
532236 03/05/2024 Pixel Graphic Design 1073 Create Mayors Cup Golf Tour… 395.00 532236 03/05/2024 Pixel Graphic Design 1074 Printing ACFR FY 2022-2023 1,026.98 532236 03/05/2024 Pixel Graphic Design 1074 Printing ACFR FY 2022-2023 1,026.98 Vendor 9052 - Pixel Graphic Design Total: 2,448.96
Vendor: 12512 - Prints Pacific, Inc.
532237 03/05/2024 Prints Pacific, Inc. 20602 Port Authority Women's Silk T… 184.80 532237 03/05/2024 Prints Pacific, Inc. 20603 Core Cotton Tee 48.59 532237 03/05/2024 Prints Pacific, Inc. 20603 Fleece Lined Jacket 93.71 Vendor 12512 - Prints Pacific, Inc. Total: 327.10
Vendor: 12907 - Psomas
532238 03/05/2024 Psomas 205085 Engineering Services-Sewer M… 11,080.00 Vendor 12907 - Psomas Total: 11,080.00
Vendor: 12285 - Roadline Products Inc. USA
532239 03/05/2024 Roadline Products Inc. USA 19580 6' Post Reflectors-6' Red 863.29 532239 03/05/2024 Roadline Products Inc. USA 19605 California Metric Style "MPH" … 686.89 532239 03/05/2024 Roadline Products Inc. USA 19605 Watch Downhill Speed-24" 71.66 532239 03/05/2024 Roadline Products Inc. USA 19605 California Metric Style "30" Pa… 407.93 532239 03/05/2024 Roadline Products Inc. USA 19608 Street Signs-Stickers 60.64 532239 03/05/2024 Roadline Products Inc. USA 19608 Street Signs 2,434.04 532239 03/05/2024 Roadline Products Inc. USA 19609 Street Signs 12 X 24 286.65 Vendor 12285 - Roadline Products Inc. USA Total: 4,811.10 Vendor: 9122 - Roland Gutierrez
532240 03/05/2024 Roland Gutierrez 021424 Cardio Salsa Dance Instructor 992.60 Vendor 9122 - Roland Gutierrez Total: 992.60
Vendor: 3173 - Smith's Lock & Safe
532241 03/05/2024 Smith's Lock & Safe 5894 Cut Keys 6.58 532241 03/05/2024 Smith's Lock & Safe 5894 Cut Keys 63.39 532241 03/05/2024 Smith's Lock & Safe 5894 Cut Keys 5.52 Vendor 3173 - Smith's Lock & Safe Total: 75.49
Vendor: 5050 - Southern California Edison Co.
532183 02/23/2024 Southern California Edison Co. 700012123226-022124 Landscape Maintenance Distri… 8.07 532183 02/23/2024 Southern California Edison Co. 700037130331-021524 City Hall 5,762.51 532183 02/23/2024 Southern California Edison Co. 700154659268-021324 Traffic Signals 36.26 532183 02/23/2024 Southern California Edison Co. 700315053620-021524 Lomita Park 16.64 March 5, 2024, Reg. CC Mtg., Page # 24
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 532183 02/23/2024 Southern California Edison Co. 700480902095-022124 Narbonne Pedestrian Crosswa… 144.29 Vendor 5050 - Southern California Edison Co. Total: 5,967.77 Vendor: 12456 - Sportball
532242 03/05/2024 Sportball 022224 Comprehensive Sports Class In… 2,245.60 Vendor 12456 - Sportball Total: 2,245.60
Vendor: 3214 - State Controller - Departmental Acct. Office 532243 03/05/2024 State Controller - Department… FAUD-00004161 Annual Street Report FY 2023-… 3,200.00 Vendor 3214 - State Controller - Departmental Acct. Office Total: 3,200.00 Vendor: 12863 - Tetra Tech Inc
532244 03/05/2024 Tetra Tech Inc 52202765 New Roof Design for Appian … 4,290.00 Vendor 12863 - Tetra Tech Inc Total: 4,290.00
Vendor: 6085 - Thompson Building Materials
532245 03/05/2024 Thompson Building Materials IV-I62428 9 X 25 Straw Wattles 78.81 532245 03/05/2024 Thompson Building Materials IV-I62444 Misc Base Skip 112.46 532245 03/05/2024 Thompson Building Materials IV-I62461 Misc Base Skip 112.46 532245 03/05/2024 Thompson Building Materials IV-I62468 Misc Base Skip 74.97 532245 03/05/2024 Thompson Building Materials IV-I62492 24" Push Broom 51.28 532245 03/05/2024 Thompson Building Materials IV-I62492 Atlast 620 Dip PVC 8.36 532245 03/05/2024 Thompson Building Materials IV-I62492 60 Tapered Broom Handle 11.22 532245 03/05/2024 Thompson Building Materials IV-I62492 15 Mil Blue Latex Glove 34.53 532245 03/05/2024 Thompson Building Materials IV-I62492 36 Curved Floor Squeege 126.37 532245 03/05/2024 Thompson Building Materials IV-I62497 Plaster Sand Scoop 297.21 532245 03/05/2024 Thompson Building Materials IV-I62503 Plaster Sand Scoop 297.21 532245 03/05/2024 Thompson Building Materials IV-I62507 Plaster Sand Scoop 297.21 Vendor 6085 - Thompson Building Materials Total: 1,502.09 Vendor: 12170 - T-Mobile
532246 03/05/2024 T-Mobile 022024 City Council 147.00
532246 03/05/2024 T-Mobile 022024 City Manager 141.36
532246 03/05/2024 T-Mobile 022024 Emergency Operations 29.40 532246 03/05/2024 T-Mobile 022024 Parking Enforcement 25.90 532246 03/05/2024 T-Mobile 022024 Community & Economic Deve… 77.70 532246 03/05/2024 T-Mobile 022024 Facilities 25.90
532246 03/05/2024 T-Mobile 022024 Recreation 187.88
532246 03/05/2024 T-Mobile 022024 Park 51.80
532246 03/05/2024 T-Mobile 022024 Public Works 25.90
532246 03/05/2024 T-Mobile 022024 Water 162.40
Vendor 12170 - T-Mobile Total: 875.24
Vendor: 9100 - Tripepi Smith and Associates
532247 03/05/2024 Tripepi Smith and Associates 11770 Citywide Communication & E… 3,347.09 532247 03/05/2024 Tripepi Smith and Associates 11770 Citywide Communication & E… 3,347.08 Vendor 9100 - Tripepi Smith and Associates Total: 6,694.17 Vendor: 12999 - Trueline Construction & Surfacing Inc.
532248 03/05/2024 Trueline Construction & Surfac…2481 Stripe Play Lines for Pickleball 2,680.00 Vendor 12999 - Trueline Construction & Surfacing Inc. Total: 2,680.00 Vendor: 7327 - United Rentals (North America), Inc.
532249 03/05/2024 United Rentals (North America…227959626-003 Dump Truck Rental-Rent Prot… 492.45 532249 03/05/2024 United Rentals (North America…227959626-003 Dump Truck Rental 3,619.51 Vendor 7327 - United Rentals (North America), Inc. Total: 4,111.96 Vendor: 6477 - Verizon Wireless Government Mkts
532250 03/05/2024 Verizon Wireless Government… 9956736091 City Council 24.85 532250 03/05/2024 Verizon Wireless Government… 9956736091 City Manager -27.04 532250 03/05/2024 Verizon Wireless Government… 9956736091 Emergency Mifi 10.37 532250 03/05/2024 Verizon Wireless Government… 9956736091 Community & Economic Deve… 94.83 532250 03/05/2024 Verizon Wireless Government… 9956736091 Facilities 10.51 532250 03/05/2024 Verizon Wireless Government… 9956736091 Recreation 41.46 532250 03/05/2024 Verizon Wireless Government… 9956736091 Park 9.90 532250 03/05/2024 Verizon Wireless Government… 9956736091 Public Work-Street 57.31 March 5, 2024, Reg. CC Mtg., Page # 25
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 532250 03/05/2024 Verizon Wireless Government… 9956736091 Water 0.07 Vendor 6477 - Verizon Wireless Government Mkts Total: 222.26 Vendor: 7373 - Wells Fargo Vendor Financial Services
532251 03/05/2024 Wells Fargo Vendor Financial … 5028620632 BP-70C55 Copier Lease Februa… 338.21 Vendor 7373 - Wells Fargo Vendor Financial Services Total: 338.21 Vendor: 7063 - Westfield Electric
532252 03/05/2024 Westfield Electric 3510 CAT-6 Female Jack 15.25 532252 03/05/2024 Westfield Electric 3510 CAT-6 Female Jack Replaceme… 440.00 532252 03/05/2024 Westfield Electric 3511 Consulting for Power Require… 330.00 Vendor 7063 - Westfield Electric Total: 785.25
Vendor: 12250 - William D. Uphoff
532253 03/05/2024 William D. Uphoff 02262024 Reimbursement for CC 2024 A… 875.00 532253 03/05/2024 William D. Uphoff 022624 Reimbursement for CC Confer… 650.00 Vendor 12250 - William D. Uphoff Total: 1,525.00
Vendor: 6102 - Yunex, LLC
532254 03/05/2024 Yunex, LLC 90001525 Street Lights Maintenance Jan… 169.83 532254 03/05/2024 Yunex, LLC 90001526 Traffic Signal Maintenance Ja… 443.03 Vendor 6102 - Yunex, LLC Total: 612.86
Vendor: 6313 - Zep Manufacturing
532255 03/05/2024 Zep Manufacturing 9009382766 Pull Towel 2 Ply 660FT 6-Case 1,182.10 532255 03/05/2024 Zep Manufacturing 9009382766 Citrus Foam 12-Case 128.23 Vendor 6313 - Zep Manufacturing Total: 1,310.33
Grand Total: 623,099.85
March 5, 2024, Reg. CC Mtg., Page # 26
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Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 521,562.14
205 - State Gas Tax 21,910.16
211 - Measure W 15,680.00
220 - Proposition A Local Return 8,660.06
245 - Landscape Maintenance District #1 231.49
255 - Park Athletic 603.80
311 - Street Improvement 5,774.59
510 - Water Operations 28,982.11
520 - Water Capital 8,615.50
612 - Sewer Replacement 11,080.00
Grand Total: 623,099.85
Account Summary
Account Number Account Name Payment Amount
100-000-2508.000 Garnishment 301.37
100-000-2524.000 Other Employee Deducti… 88.45
100-000-2550.000 Federal Withholding 20,690.49
100-000-2555.000 State Withholding 6,863.46
100-000-2560.000 Deferred Compensation 16,043.94
100-000-4465.000 Animal Care and Control -1,373.00
100-000-4510.000 Park Rentals 80.00
100-110-5207.000 Medicare 9.42
100-110-5415.000 Communications 171.85
100-110-5430.000 Conferences and Meetin… 3,171.78
100-110-5505.000 Office Supplies and Expe… 515.51
100-110-5755.000 Special Department Supp… 142.30
100-120-5305.000 Legal Services 16,616.58
100-125-5205.000 Health Insurance 957.11
100-125-5207.000 Medicare 308.79
100-125-5345.000 Contractual Services 6,347.09
100-125-5415.000 Communications 114.32
100-125-5430.000 Conferences and Meetin… 257.26
100-130-5205.000 Health Insurance 467.45
100-130-5207.000 Medicare 100.50
100-130-5505.000 Office Supplies and Expe… 273.02
100-210-5205.000 Health Insurance 221.98
100-210-5207.000 Medicare 148.48
100-210-5345.000 Contractual Services 547.31
100-210-5505.000 Office Supplies and Expe… 1,026.98
100-230-5205.000 Health Insurance 188.85
100-230-5207.000 Medicare 31.75
100-230-5345.000 Contractual Services 605.00
100-230-5755.000 Special Department Supp… 88.18
100-330-5320.000 Sheriff Contract 313,907.60
100-330-5321.000 Core Deputy 18,883.78
100-330-5323.000 Liability Trust Fund 39,681.07
100-333-5755.000 Special Department Supp… 39.77
100-335-5205.000 Health Insurance 151.57
100-335-5207.000 Medicare 74.87
100-335-5345.000 Contractual Services 16,541.80
100-335-5505.000 Office Supplies and Expe… 45.06
100-335-5515.000 Uniform Expense 260.93
100-336-5325.000 Animal Care and Control 7,111.18
100-410-5205.000 Health Insurance 530.67
100-410-5207.000 Medicare 223.58
100-410-5340.000 Professional Services 10,687.50
100-410-5341.000 Property Nuisance Abat… 9,225.00
March 5, 2024, Reg. CC Mtg., Page # 27
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Account Summary
Account Number Account Name Payment Amount
100-410-5415.000 Communications 172.53
100-410-5505.000 Office Supplies and Expe… 83.11
100-440-5345.000 Contractual Services 277.50
100-440-5525.000 Equipment Under $5k 480.67
100-440-5605.000 Rents and Leases 690.70
100-605-5205.000 Health Insurance 550.99
100-605-5207.000 Medicare 159.07
100-605-5345.000 Contractual Services 472.45
100-610-5205.000 Health Insurance 360.60
100-610-5207.000 Medicare 129.70
100-710-5205.000 Health Insurance 373.51
100-710-5207.000 Medicare 106.89
100-710-5340.000 Professional Services 671.34
100-710-5405.000 Utilities 5,762.51
100-710-5415.000 Communications 36.41
100-710-5505.000 Office Supplies and Expe… 81.50
100-710-5705.000 General Maintenance 5,797.72
100-730-5205.000 Health Insurance 366.54
100-730-5207.000 Medicare 252.47
100-730-5345.000 Contractual Services 5,384.40
100-730-5415.000 Communications 229.34
100-730-5505.000 Office Supplies and Expe… 18.73
100-730-5515.000 Uniform Expense 206.94
100-730-5755.000 Special Department Supp… 19.64
100-735-5755.000 Special Department Supp… 1,789.61
100-735-5755.331 Mayor's Golf Classic 395.00
100-740-5205.000 Health Insurance 423.63
100-740-5207.000 Medicare 148.72
100-740-5405.000 Utilities 16.64
100-740-5415.000 Communications 61.70
100-740-5505.000 Office Supplies and Expe… 37.08
100-740-5515.000 Uniform Expense 171.99
100-740-5705.000 General Maintenance 2,637.76
100-740-5710.000 Equipment Maintenance 177.29
100-750-5207.000 Medicare 22.21
100-750-5345.000 Contractual Services 281.37
100-750-5505.000 Office Supplies and Expe… 198.44
100-750-5755.000 Special Department Supp… 144.84
205-610-5205.000 Health Insurance 276.59
205-610-5207.000 Medicare 93.63
205-610-5335.000 Maintenance & License … 612.86
205-610-5340.000 Professional Services 3,200.00
205-610-5405.000 Utilities 180.55
205-610-5415.000 Communications 83.21
205-610-5435.000 Training and Education 9,000.00
205-610-5505.000 Office Supplies and Expe… 20.44
205-610-5510.000 Small Tools 46.94
205-610-5515.000 Uniform Expense 173.58
205-610-5705.000 General Maintenance 8,159.53
205-610-5710.000 Equipment Maintenance 62.83
211-810-5808.359 Downtown Lomita Stor… 15,680.00
220-340-5205.000 Health Insurance 45.89
220-340-5207.000 Medicare 12.85
220-340-5345.000 Contractual Services 8,601.32
245-720-5405.000 Utilities 8.07
245-720-5755.000 Special Department Supp… 223.42
255-760-5205.000 Health Insurance 33.08
255-760-5207.000 Medicare 7.19
March 5, 2024, Reg. CC Mtg., Page # 28
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Account Summary
Account Number Account Name Payment Amount
255-760-5506.000 Sport Supplies 16.72
255-760-5735.000 Miscellaneous Expense 546.81
311-810-5806.368 Street Reconstruction - … 3,353.50
311-810-5806.380 Sidewalk Improvement P… 2,421.09
510-110-5207.000 Medicare 1.06
510-120-5305.000 Legal Services 2,256.31
510-125-5205.000 Health Insurance 79.54
510-125-5207.000 Medicare 29.18
510-130-5205.000 Health Insurance 128.34
510-130-5207.000 Medicare 29.42
510-220-5205.000 Health Insurance 240.75
510-220-5207.000 Medicare 133.82
510-220-5345.000 Contractual Services 182.44
510-220-5505.000 Office Supplies and Expe… 1,026.98
510-230-5205.000 Health Insurance 190.73
510-230-5207.000 Medicare 32.12
510-630-5205.000 Health Insurance 1,862.96
510-630-5207.000 Medicare 523.93
510-630-5339.000 Water Quality - Clinical L… 1,492.00
510-630-5340.000 Professional Services 15,347.08
510-630-5415.000 Communications 162.47
510-630-5443.000 Water Production Supply… 16.52
510-630-5510.000 Small Tools 89.86
510-630-5515.000 Uniform Expense 223.37
510-630-5525.000 Equipment Under $5k 174.86
510-630-5605.000 Rents and Leases 4,111.96
510-630-5705.000 General Maintenance 596.62
510-630-5710.000 Equipment Maintenance 49.79
520-840-5821.239 Appian Way Roof 4,290.00
520-840-5821.365 CWPF Upgrades Project 4,325.50
612-910-5345.000 Contractual Services 11,080.00
Grand Total: 623,099.85
Project Account Summary
Project Account Key Payment Amount
**None** 593,029.76
211-810-5808.359 15,680.00
311-Street Reconstruction-Zone G 3,353.50
Appian Way Roof 4,290.00
Cypress Water Production 4,325.50
Sidewalk Improvement Program 2,421.09
Grand Total: 623,099.85
March 5, 2024, Reg. CC Mtg., Page # 29
1 TO: City Council
FROM: Joe Hoefgen, Interim City Manager
PREPARED BY: Carla Dillon, P.E., Public Works Director
Frederic Aboujaoude, P.E., Principal Engineer
MEETING DATE: March 5, 2023
SUBJECT: Appian Way Pump Station Roof Replacement Project

RECOMMENDATION
Authorize staff to release the bid package for the Appian Way Pump Station Roof Replacement Project, and find the project categorically exempt from CEQA.

BACKGROUND
The Appian Way Pump Station, located at 26255 Appian Way, Lomita, CA, is more than 30 years old and has an original wooden roof with one exhaust fan and four skylights.

The condition of this wooden roof has deteriorated with extensive termite damage and infestation.

This pump station is a critical water facility that must remain functional and accessible at all times since it controls the pressure and water supply for a pressure zone within the City. Tenting the building was not an option due to concerns with access and safety of drinking water pumps located inside. Therefore, this project consists of removing the existing wooden frame in its entirety and replacing it with a metal truss roof system along with other associated improvements such as new skylights and other ceiling-mounted fixtures.

On April 18, 2023, the City Council awarded a Professional Services Agreement to Tetra Tech for engineering design services in the amount of $ 86,395.00 plus a 20% contingency amount of $ 17,279.00. The design has been completed, and the project is ready to be released for bid.

Staff is requesting approval of the project and authorization to release for bid.

Item No. 7d

CITY OF LOMITA

CITY COUNCIL REPORT
March 5, 2024, Reg. CC Mtg., Page # 30
2 CEQA
It is recommended that the City Council find this project is not subject to CEQA pursuant to CEQA Guidelines, Section 15302 Replacement or Reconstruction of existing structures and facilities. This project installation can be found to be exempt from the requirements of CEQA. The proposed project consists of replacement pipes to supply water to residences with no increase in capacity.

FISCAL IMPACT
There is no fiscal impact of this action.

OPTIONS

1. Approve staff’s recommendation.

2. Provide alternative direction.

ATTACHMENTS

1. Design Plans and Bid Documents

2. CEQA Notice of Exemption
Reviewed by: Approved by:
___________________________
Gary Y. Sugano Joe Hoefgen
Assistant City Manager Interim City Manager
Prepared by:
_______________________ _______________________
Carla Dillon, P.E. Frederic Aboujaoude, P.E.

Public Works Director Principal Engineer
March 5, 2024, Reg. CC Mtg., Page # 31

CITY OF LOMITA
24300 Narbonne Avenue
Lomita, CA 90717

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

APPIAN WAY PUMP STATION ROOF REPLACEMENT
BIDS Due
April 23, 2024
01:00 P.M.

March 8, 2024
Attachment No 1
March 5, 2024, Reg. CC Mtg., Page # 32
i

TABLE OF CONTENTS

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

SECTION B-INSTRUCTIONS TO BIDDERS (B)
I. QUALIFICATION OF BIDDERS ……..………………………………..……..B-2
II. BIDDER’S RESPONSIBILITY ………………………………………………. B-3
III. ADDENDA TO CONTRACT DOCUMENT ………...……………………... B-3 IV. PREPARATION OF THE BID ………………..……………………………. B-4
V. BID BOND ……………………………………………………………………..B-5
VI. NON-RESPONSIVE BIDS AND REJECTION ………...………………….B-5 VII. AWARD OF CONTRACT …………………………………………………. B-5
VIII. EXECUTION OF CONTRACT …………………………………………….B-5
IX. APPRENTICESHIP EMPLOYMENT STANDARDS ……………………. B-6
X. PERMIT, LICENSE AND PUBLIC WORKS AGREEMENT …………..... B-6 XI. INSURANCE ………………………………………………………………… B-6
XII. PRE-BID INQUIRIES ……………………………………………………… B-6
XIII. LABOR CODE – SB 854 …………………………………………………. B-6
XIV. PREVAILING WAGE ……………………………………………………. B-6
XV. GUIDELINES DURING GENERIC PANDEMIC…………………………. B-7
XVI. CONFROMANCE WITH CITY OF LOMITA NOISE ORDINANCE…….B-7 XVII. NOTIFICATION OF RESIDENTS OF START OF WORK……………..B-7

SECTION C-BID DOCUMENTS
BIDDERS PROPOSAL …………………………………………………….…… C-2
CONTRACTOR’S AFFIDAVIT ……………………………………………….…C-7
BID BOND (10%) ………………………………….……………………………. C-9
LIST OF SUBCONTRACTORS ……………………………………………….. C-10
CONSTRUCTION PROJECT REFERENCES………………………….……. C-11
VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS ……..……….…... C-12 DISQUALIFICATION OR DEBARMENT …………………………..…….…... C-13
SECTION D – DOCUMENTS TO BE COMPLETED AND DELIVERED TO CITY

AFTER AWARD OF CONTRACT
PUBLIC WORKS AGREEMENT ................................................................. D-2 CONSTRUCTION OR SERVICE CONTRACT ENDORSEMENT .............. D-11 PERFORMANCE BOND ............................................................................. D-13 LABOR AND MATERIAL BOND ……………………………………............... D-15 WORKERS' COMPENSATION INSURANCE CERTIFICATION..................D-18

SECTION E - PROJECT SPECIFICATIONS

SECTION F - CONTRACT PLANS
March 5, 2024, Reg. CC Mtg., Page # 33
ii

APPENDIX I - CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

SUMMARY

APPENDIX II - CITY BUSINESS LICENSE APPLICATION

APPENDIX III- INSPECTION RECORD FOR LOS ANGELES COUNTY DIVISION OF

BUILDING AND SAFETY
March 5, 2024, Reg. CC Mtg., Page # 34
A-1

SECTION A

NOTICE INVITING BIDS
March 5, 2024, Reg. CC Mtg., Page # 35
A-2

CITY OF LOMITA, CALIFORNIA

NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of Lomita, County of Los Angeles, California (hereinafter “City”) will receive sealed bids at the Office of the City Clerk, City Hall, 24300 Narbonne Avenue, Lomita CA 90717, until 1:00 PM on April 23, 2024, at which time all bids will be publicly opened and read in the City Council Chambers at the above address for:

APPIAN WAY PUMP STATION ROOF REPLACEMENT
The Appian Way Pump Station, located at 26255 Appian Way, Lomita, CA, is more than 30 years old and has an original wooden roof with one exhaust fan and four skylights.

The condition of this wooden roof has deteriorated with extensive termite damage and infestation.

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

Each bid must be submitted in writing on a bid proposal furnished by the City. Bids must conform and be responsive to all contract documents. All bids must be sealed and must be plainly marked in the lower left-hand corner “APPIAN WAY PUMP STATION ROOF REPLACEMENT.”
Plans and Specifications may be downloaded and printed from the City’s website at no charge at:
https://lomitacity.com/current-bids-rfps/
March 5, 2024, Reg. CC Mtg., Page # 36
A-3
Prospective bidders who only view and/or print the plans and specifications from the City’s website will not automatically be added to the City’s plan holder list for this project unless they send an email to the Project Manager at [email protected], [email protected] and [email protected] and provide the firm’s name, address, telephone and contact person with a valid email address. This will ensure that the prospective bidder is listed as a “Plan Holder” and will be informed of any addenda and all information issued after obtaining the official form of proposal.

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

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

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

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

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

All work shall be completed within 180 working days from the date of the Notice to Proceed (NTP).

All questions regarding this bid must be submitted in writing on or before 1:00 PM on March 8, 2024, to the Project Manager, via email at: [email protected], [email protected] and [email protected].

Kathleen Horn Gregory, MMC
City Clerk
Published in Daily Breeze on March 8, 2024, and April 3, 2024 March 5, 2024, Reg. CC Mtg., Page # 37
B-1

SECTION B

INSTRUCTIONS TO BIDDERS
March 5, 2024, Reg. CC Mtg., Page # 38
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INSTRUCTIONS TO BIDDERS
I. QUALIFICATION OF BIDDERS

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

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

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 39
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a. The Contractor shall have been in business under the same name and California Contractor’s License for a minimum of 10 continuous years prior to the bid opening date for this project. The license used to satisfy this requirement shall be of the same type as required by the contract. b. The Contractor shall provide a minimum of 3 references for the construction of street rehabilitation projects which have been successfully completed in the State of California with a construction cost of at least $2M. during the past 5 years.
c. The Contractor or the Subcontractor performing the construction of street rehabilitation shall have a minimum of 10 years’ experience under the same name and California Contractor’s License.
d. The Contractor shall perform above 50% of the contract with its own forces.

II. BIDDER RESPONSIBILITY
A responsible Bidder is a Bidder who has demonstrated the attribute of trustworthiness, as well as ability, fitness, capacity, and experience to satisfactorily perform the work.

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

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 40
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IV. PREPARATION OF THE BID

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

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

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

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

Required seven (7) Bid Proposal Documents:
1) Bidder's Proposal
2) Contractor's Affidavit
3) Bid Bond (10%)
4) List of Subcontractors
5) Construction Project References
6) Violations of Federal or State Law
7) Disqualification or Debarment
All prices submitted will be considered as including all sales or use taxes.

The Bid Proposal must be completed in ink or in typewritten form. The March 5, 2024, Reg. CC Mtg., Page # 41
B-5
bid sum and all bid amounts on the form must be stated in words and numerals; in case of a conflict, words will take precedence.

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

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

VI. NON-RESPONSIVE BIDS AND BID REJECTION

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

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

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

VIII. EXECUTION OF CONTRACT
After the Contract is awarded, the awardee shall execute the following eight (8) documents:
1) Contract - Public Works Agreement
2) Construction or Service Contract Endorsement
3) Performance Bond (100% of Bid price)
4) Labor and Material Bond (100% of Bid price)
5) Workers' Compensation Insurance Certificate
6) Verification of Insurance Coverage (Certificates and Endorsements) March 5, 2024, Reg. CC Mtg., Page # 42
B-6
7) Construction Permit Application Form
8) Business License Application Form
IX. APPRENTICESHIP EMPLOYMENT STANDARDS
The Contractor is directed to the provisions in Sections 1776, 1777.5 and 1777.6 of the California Labor Code concerning the employment of apprentices by the contractor or any subcontractor under them.

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

XI. INSURANCE
The Contractor shall maintain Automobile Liability, General Liability and Workers' Compensation Insurance as specified in the Public Works Agreement included in the Project Specifications.

XII. PRE-BID INQUIRIES
A Bidder with a Pre-Bid Inquiry must e-mail their question(s) on or before 1:00 PM on March 8, 2024, via email at [email protected], [email protected]; [email protected].

Questions received after this date may not be considered.

XIII. LABOR CODE – SB 854
The bidder shall be registered with the Department of Industrial Relations (DIR) in accordance with the provisions of Section 1771.1 of the California Labor Code, as amended by SB 854. No public work contract may be awarded to a non-registered contractor or subcontractor after April 15, 2015.

XIV. PREVAILING WAGE
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/DLSR/PWD
March 5, 2024, Reg. CC Mtg., Page # 43
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XV. GUIDELINES DURING GENERAL PANDEMIC CONDITIONS
Contractors shall comply with all local, state, and federal laws and regulations including, but not limited to, the Governor’s and Los Angeles County Health Officer’s orders and guidance related to any general pandemic conditions that may be announces including social distancing, and best practices.

Contractors are required to check with the latest guidelines of the Los Angeles County Public Works and the Los Angeles County Public Health for construction sites during any possible health pandemics.

XVI. CONFROMANCE WITH CITY OF LOMITA NOISE ORDINANCE
The contractor shall abide by the noise regulations outlined in the City of Lomita Municipal Code (LMC). Section 4-4.04 of the LMC makes it unlawful to produce a noise within a residential area that exceeds 65 dBA in the daytime (7:00 AM to 9:00 PM) or 55 dBA in the nighttime (9:00 PM – 7:00 AM).

XVII. NOTIFICATION OF RESIDENTS OF START OF WORK
At least 5 business days before the start of work, the Contractor shall post written notifications at the doors of all households and apartments around the vicinity of the Appian Way Pump Station as generally indicated in the map below.

March 5, 2024, Reg. CC Mtg., Page # 44
C-1

SECTION C

BID DOCUMENTS
(TO BE SUBMITTED WITH BID PACKAGE)
March 5, 2024, Reg. CC Mtg., Page # 45
C-2
BIDDER’S PROPOSAL

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

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

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

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

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

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

All work shall be completed within 180 working days from the date the notice to proceed is issued by the Engineer.

March 5, 2024, Reg. CC Mtg., Page # 46
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PROJECT BID SCHEDULE
Item
No.

Item Description Qty. Unit Unit
Price Total Bid
1 Mobilization and Demobilization
(Includes Temporary CMU Wall
Shoring)
1 LS $ $
2 Existing Roof Demolition, Haul Away,
and Disposal 1,480 SF $ $
3 Furnish and install New Roof System 1,480 SF $ $
4 Furnish and install Acrylic Domed
Skylight 4 EA $ $
5 Furnish and install Conduit & Wiring 1 LS $ $
6 Furnish and install Wallpack 6 EA $
7 Furnish and install Ceiling Light 9 EA $ $
8 Furnish and install Exhaust Fan 1 EA $ $
9 Furnish, install and relocate
temporary electrical conduit and
antenna and provide temporary
protection to existing equipment
during construction
1 LS $ $
TOTAL BID:
(Figures)
(Words)
*BID MAY BE REJECTED IF TOTAL IS NOT SHOWN IN FIGURES AND WORDS.

March 5, 2024, Reg. CC Mtg., Page # 47
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The undersigned furthermore agrees to enter and execute a contract, with necessary bonds, at the unit prices set forth herein and in case of default in executing such contract, with necessary bonds, the check or bond accompanying this bid and the money payable thereon shall be forfeited thereby to and remain the property of the City of Lomita.

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

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

Contractor ______________________________
Date: _______________________ By:

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

Contractor’s Address: _________________________________________________ Phone: _______________________
March 5, 2024, Reg. CC Mtg., Page # 48
C-5

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

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

APPIAN WAY PUMP STATION ROOF REPLACEMENT.

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

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

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

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

6. That the Contractor has not accepted any bid from any subcontractor or materialman through any bid depository, the bylaws, rules or regulations of which prohibit or prevent the Contractor from considering any bid from any subcontractor or materialman, which is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository;
March 5, 2024, Reg. CC Mtg., Page # 49
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7. That the Contractor did not, directly or indirectly, submit the Contractor's bid price or any breakdown thereof, or the contents thereof, or divulge information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any individual or group of Individuals, except to the City of Lomita, or to any person or persons who have a partnership or other financial interest with said Contractor in its business.

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

County and State.
(Seal)
March 5, 2024, Reg. CC Mtg., Page # 50
C-7
BID BOND (10%)
KNOW ALL MEN BY THESE PRESENTS: That we,
__________________________________________________________________ as principal, and ________________________________
as sureties, are held and firmly bound unto the City of Lomita, State of California, in the penal sum of ________________________ dollars ($______________), for the payment whereof we hereby bind ourselves, our successors, heirs, executors or administrators jointly and severally, firmly by these presents.

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

WITNESS our hands this ______ day of _______________, 20___. ______________________________
Principal
______________________________
Surety/Attorney-in-Fact
______________________________
Signature
Name:

Local Address:

Phone No.:

Fax No.:

March 5, 2024, Reg. CC Mtg., Page # 51
C-8

LIST OF SUBCONTRACTORS

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

Name Under Which Subcontractor is Licensed: ________________________________ License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________ Name Under Which Subcontractor is Licensed: ________________________________ License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________ Name Under Which Subcontractor is Licensed: ________________________________ License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________ Name Under Which Subcontractor is Licensed: ________________________________ License Number: ___________
Address of Office, Mill or Shop: _____________________________________________ Specific Description of Sub-Contract: ________________________________________ Subcontractors listed in accordance with the provisions of Section 2-3 must be properly licensed under the laws of the State of California for the type of work which they are to perform. Do not list alternate subcontractors for the same work.

March 5, 2024, Reg. CC Mtg., Page # 52
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CONSTRUCTION PROJECT REFERENCE
(Work similar in magnitude and degree of difficulty completed by Contractor within the past three [3] years.)

1. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Telephone No.:___________________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $_____________

2. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Telephone No.:___________________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $_____________

3. Name (Firm/Agency): ______________________________________________ Address: _________________________________________________________ Contact Person: Telephone No.:___________________
Title of Project: ____________________________________________________ Project Location: ___________________________________________________ Date of Completion: Contract Amount: $_____________
March 5, 2024, Reg. CC Mtg., Page # 53
C-10

VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS

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

Have the penalties been paid? Yes/No:

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

March 5, 2024, Reg. CC Mtg., Page # 54
C-11

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

Date: _______________ Entity:

Location:

Reason:

Provide Status and any Supplemental Statement:

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

March 5, 2024, Reg. CC Mtg., Page # 55
D-1

SECTION D

CONTRACT DOCUMENTS

TO BE SUBMITTED
WITHIN TWENTY ONE (21) CALENDAR DAYS

AFTER AWARD OF CONTRACT
March 5, 2024, Reg. CC Mtg., Page # 56
D-2

CITY OF LOMITA

PUBLIC WORKS AGREEMENT

CITY OF LOMITA

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

R E C I T A L S
A. Pursuant to the Notice Inviting Sealed Bids for Appian Way Pump Station Roof Replacement, bids were received, publicly opened, and declared on the date specified in the notice.

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

C. The City Council has authorized the City Manager to execute a written contract with CONTRACTOR for furnishing labor, equipment, and material for the APPIAN WAY PUMP STATION ROOF REPLACEMENT Project in the City of Lomita.

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

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the APPIAN WAY PUMP STATION ROOF REPLACEMENT Project in the City of Lomita. The work shall be performed in accordance with the Plans and Specifications dated February 9th, 2024 (the “Specifications” attached as Exhibit A) and in accordance with bid prices set forth in CONTRACTOR’S Bid Proposal (attached as Exhibit B) and in accordance with the instructions of the City Engineer.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project, a complete set of which is on file with the Lomita City Clerk’s Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Builders General Provisions, Standard Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this Agreement and all required bonds, insurance certificates, permits, notices and affidavits; and also, including any and all addenda or supplemental agreements clarifying, amending, March 5, 2024, Reg. CC Mtg., Page # 57
D-3
or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this Agreement, the Builders General Provisions, and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete agreement between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within 180 working days from the date of the notice to proceed. By signing this Agreement, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In accordance with Government Code Section 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $1000.00 per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES:

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 58
D-4
Labor Code § 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

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

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

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

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

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

6. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and CONTRACTOR and any subcontractor under it shall comply with and be governed by the laws of the State of California having to do with working hours March 5, 2024, Reg. CC Mtg., Page # 59
D-5
set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.

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

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 60
D-6
CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.

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

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California.

This indemnity provision shall survive the termination of the Agreement and is in addition to any other rights or remedies which Indemnitees may have under the law.

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

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 61
D-7

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

12. ASSIGNMENT: This Agreement is not assignable nor the performance of neither party's duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

13. INDEPENDENT CONTRACTOR: THE CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR'S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.

14. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes, and operations incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

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

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

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

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

18. WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the March 5, 2024, Reg. CC Mtg., Page # 62
D-8
covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this Agreement acknowledges that no representations, inducements, promises, or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements, or promise not contained in this Agreement shall not be valid or binding. Any modification of this Agreement will be effective only if signed by the party to be charged.

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

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

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

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

22. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons in the work contemplated by this Agreement because of race, religion, color, medical condition, sex, sexual orientation, national origin, political affiliation or opinion, or pregnancy or pregnancy-related condition. A violation of this

CITY OF LOMITA, CA
24300 Narbonne Avenue, Lomita, CA 90717
Attention:

CONTRACTOR:
______________________
________________________________
Attention:

March 5, 2024, Reg. CC Mtg., Page # 63
D-9
section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

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

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 64
D-10
IN WITNESS WHEREOF, the parties hereto have executed this Agreement with all the formalities required by law on the respective dates set forth opposite their signatures.

State of California
CONTRACTOR’S License No.

CONTRACTOR
By:

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

CITY OF LOMITA, CALIFORNIA
By:

DATE _______, CITY MANAGER
ATTEST:

By:

DATE Kathleen Horn Gregory, CITY CLERK
APPROVED AS TO FORM:

By:

DATE Trevor Rusin, CITY ATTORNEY
Attachments: Exhibit A: Contractor’s Bid Proposal
March 5, 2024, Reg. CC Mtg., Page # 65
D-11

CITY OF LOMITA

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

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

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

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

PROPOSAL, SPECIFICATIONS, BOND, AND AFFIDAVIT
FOR

APPIAN WAY PUMP STATION ROOF REPLACEMENT
This holds harmless assumption on the part of the underwriters shall include all costs of investigation and defense, including claims based on damage to substructures not shown, not located on the plans, or shown incorrectly.

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

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

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

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

6. It is further expressly agreed by and between the parties hereto that the following two provisions, (a) and (b), are a part of this contract:
(a) That the CONTRACTOR specifically agrees to comply with applicable provisions of Section 1777.5 of the Labor Code relating to the employment by contractor or subcontractor under it, of journeyman or apprentices, or workmen, in any apprentice able craft or trade.
(b) By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that code, March 5, 2024, Reg. CC Mtg., Page # 66
D-12
and I will comply with such provisions before commencing the performance of the work of this contract.

The limits of liability as stated in this endorsement apply to the insurance afforded by this endorsement notwithstanding that the policy may have lower limits of liability applying elsewhere in the policy.
______________________________
Duly Authorized Agent
Attached to and forming part of
Policy No.: _______________
of the: ___________________
Date: ____________________
Expiration Date: ___________
March 5, 2024, Reg. CC Mtg., Page # 67
D-13

PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 68
D-14

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

EXECUTED, SEALED AND DATED this _________ day of _____________, 20____.

CORPORATE SEAL PRINCIPAL(S):

BY ______________________________
BY ______________________________
CORPORATE SEAL SURETY:

BY ______________________________
March 5, 2024, Reg. CC Mtg., Page # 69
D-15

LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:

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

March 5, 2024, Reg. CC Mtg., Page # 70
D-16

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

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

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

March 5, 2024, Reg. CC Mtg., Page # 71
D-17

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

EXECUTED, SEALED AND DATED this ______ day of __________________, 20____ CORPORATE SEAL PRINCIPAL:

BY_______________________________
CORPORATE SEAL SURETY:

BY_______________________________
March 5, 2024, Reg. CC Mtg., Page # 72
D-18

WORKERS' COMPENSATION INSURANCE CERTIFICATION

APPIAN WAY PUMP STATION ROOF REPLACEMENT,
In compliance with Section 7-4 of the Standard Specifications, the CONTRACTOR shall complete and submit the following certification with a Certificate of Insurance before execution of the contract.

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

DATED: _______________________
_____________________________

CONTRACTOR
By: _________________________
Signature
Title:_________________________
March 5, 2024, Reg. CC Mtg., Page # 73
E-19

SECTION E

PROJECT SPECIFICATIONS
March 5, 2024, Reg. CC Mtg., Page # 74

CITY OF LOMITA

APPIAN WAY PUMP STATION ROOF REPLACEMENT

PROJECT TECHNICAL SPECIFICATIONS

SECTION DESCRIPTION
02050 DEMOLITION
02222 PROTECTING EXISTING FACILITIES
03600 GROUT
05120 STRUCTURAL STEEL AND MISCELLANEOUS METALWORK
05300 METAL DECKING
07411 METAL ROOF PANELS
07620 SHEET METAL FLASHING AND TRIM
07900 JOINT SEALERS
15870 EXHAUST VENTILLATION FAN
16010 GENERAL ELECTRICAL REQUIREMENTS
16050 BASIC ELECTRICAL MATERIALS AND METHODS
16073 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
16075 ELECTRICAL IDENTIFICATION
16120 LOW VOLTAGE WIRE AND CABLE
16130 RACEWAYS AND BOXES
16511 INTERIOR LIGHTING
16521 EXTERIOR LIGHTING
March 5, 2024, Reg. CC Mtg., Page # 75

ROOF DESIGN FOR APPIAN WAY PUMP STATION DEMOLITION
CITY OF LOMITA 02050 - 1
SECTION 02050

DEMOLITION
PART 1: GENERAL

1.01 DESCRIPTION
This Section includes demolition and removal of existing building roof system.

1.02 SUBMITTALS
A. Submit schedule of demolition. Include details about specific tasks that must be completed prior to demolition of existing building roof. Identify demolition time constraints.

Demolition schedule shall be a part of the Construction Schedule.

B. Provide tickets documenting proper disposal of contaminated materials.

1.03 1.04

MEASUREMENT AND PAYMENT
Full compensation for demolition including furnishing all materials, labor, tools, equipment, and incidentals and disposal or delivery of removed items and performing all the work described in this Section and as indicated on the Plans shall be included in the Contract lump sum price paid for Demolition and no additional compensation shall be allowed therefor.

RECYCLING
All materials that can be recycled in lieu of disposal shall be recycled.

PART 2: MATERIALS
(Not Used)
PART 3: EXECUTION

3.01 3.02

3.03 GENERAL
Perform removal, replacement, and demolition work in accordance these specifications and as shown on the Plans.

CONSTRAINTS
The existing Pump Station Facility shall remain in service during the demolishing of the existing roof. Contractor shall take action to cover and protect facility components.

DEMOLITION
A. Building roof to be demolished shall be removed in their entirety and disposed of offsite.

March 5, 2024, Reg. CC Mtg., Page # 76

ROOF DESIGN FOR APPIAN WAY PUMP STATION DEMOLITION
CITY OF LOMITA 02050 - 2
B. Perform the work in a manner that will not damage parts of the structure not intended to be removed. If, in the opinion of the Engineer, the method of demolition used may endanger or damage parts of the structure or affect the satisfactory operation of the facilities, promptly change the method when so notified by the Engineer.

3.04 DUST CONTROL
A. Provide misting water sprays sufficient to reduce airborne dusting from demolition work.

B. Apply additional water dust suppression applied during dry weather.

C. Avoid dust-generating work must be avoided on high wind days.

3.05 DISPOSAL
All construction debris shall be disposed of in accordance with all State and local laws and requirements.

3.06 ASBESTOS TESTING AND REMOVAL
A. Asbestos Survey: Prior to any construction activity, an asbestos survey shall be performed by a Cal/OSHA certified asbestos consultant (CAC), and shall conform to the requirements of South Coast Air Quality Management Department (AWMD) asbestos rule 1403(d)(1)(A) and the asbestos federal regulation 40 CFR Part 763.

B. Asbestos Removal: Removal of asbestos shall be performed by a in accordance with in CCR Title §1529.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 77

ROOF DESIGN FOR APPIAN WAY PUMP STATION PROTECTING EXISTING FACILITIES CITY OF LOMITA 02222 - 1
SECTION 02222

PROTECTING EXISTING FACILITIES
PART 1: GENERAL

1.01 DESCRIPTION
This section describes materials and procedures for protecting existing improvements.

1.02 SUBMITTALS
A. Submit method of protection for all interior piping and equipment.

B. Submit method of temporary support, bracing or shoring of the existing CMU building walls.

C. Submit documentation of existing facilities including a copy of all photos and/or video.

1.03 DOCUMENTATION OF EXISTING FACILITIES
A. Documentation shall clearly show the condition of existing facilities including existing cracks, settlement, paint blemishes, etc. within 50’ of the limits of construction and within the limits of construction.

B. Documentation shall be provided at least 48 hours prior to start of construction at the site.

C. In the event that the Contractor fails to document adequately, the Contractor shall repair any defect noted at the end of Construction at the Contractor’s cost.

1.04 MEASUREMENT AND PAYMENT
Full compensation for Protecting Existing Facilities including furnishing all materials, labor, tools, equipment, and incidentals and performing all work described in this Section and as indicated on the Plans, except for potholes, shall be included as part of the Contract price paid for related bid item(s) and no additional compensation shall be allowed therefor.

PART 2: MATERIALS

2.01 REPLACEMENT IN KIND
A. Except as indicated on the Plans or as specifically authorized by the Engineer, reconstruct utilities with new material of the same size, type, and original quality as that removed.

B. Damage to existing building elements, piping and equipment shall be repaired to original condition or better or shall be reconstructed or replaced in-kind.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION PROTECTING EXISTING FACILITIES CITY OF LOMITA 02222 - 2
C. Damage to existing roads and adjacent properties shall be repaired to original condition or better or shall be reconstructed in-kind.

D. Replace portion of damaged street improvements, driveway, sidewalk, or pavement to the nearest construction joint unless otherwise noted.

PART 3: EXECUTION

3.01 GENERAL
A. Replace in kind improvements, such as pavement, curbs and gutters, ramps, barricades, traffic islands, signalization, fences, signs, mail boxes, etc., that are cut, removed, damaged, or otherwise disturbed by the construction.

B. When protecting in place, the contractor shall take into account all loads, including surcharges and potential surcharges.

3.02 DOCUMENTATION
A. At least 48 hours prior to beginning physical construction, the Contractor shall document the condition of all potentially impacted roads, the project site, adjacent properties and any other potentially affected areas.

B. At least 48 hours prior to documenting the condition of potentially affected areas, the Contractor shall notify the Engineer. The Engineer may accompany the Contractor during the documentation process and may provide additional documentation. If the Engineer also provides documentation, the Contractor is not relieved of his responsibility to document conditions.

C. Documentation shall include pictures and/or video. The documentation shall be kept and made available to the Owner throughout construction and for a period of three years after the Notice of Completion has been filed.

3.03 PROCEDURES
A. Protect in Place: Protect all improvements in place, unless otherwise specified.

B. Contractor shall provide temporary support, bracing and shoring for all CMU building wall prior to the removal of the existing roof. Removal and reinstallation of the existing wall mounted acoustical panels may be required. The temporary support, bracing and shoring shall remain in place until the new roof structure and diaphragm are completely installed. The design configuration, installation and maintenance of the temporary support, bracing and shoring is the sole responsibility of the contractor. The bracing shall keep the existing walls in their “as constructed” positions. The contractor shall document the condition of the existing walls prior to beginning construction and shall monitor the condition and positions of the wall during and after construction.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 79

ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-1
SECTION 03600
GROUT
PART 1: GENERAL

1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all materials for grout in accordance with the provisions of this Section and shall form, mix, place, cure, repair, finish, and do all other work as required to produce finished grout, in accordance with the requirements of the Contract Documents.

B. The following types of grout shall be covered in this Section:

1. Non-Shrink Grout: This type of grout is to be used wherever grout is shown in the Contract Documents, unless another type is specifically referenced.

2. Cement Grout

3. Epoxy Grout

1.02 REFERENCES SPECIFICATIONS, CODES, AND STANDARDS
A. Specifications, codes, and standards shall be referred to herein.

B. Commercial Standards:

CRD-C621 Corps of Engineers Specification for Non-shrink Grout ASTM C109 Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or 50-mm Cube Specimens)
ASTM C531 Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical- Resistant Mortars, Grouts, and
Monolithic Surfacings
ASTM C579 Test Methods for Compressive Strength of Chemical-Resistant Mortars and Monolithic Surfacings
ASTM C827 Test Method for Early Volume Change of Cementitious Mixtures
ASTM C1107 Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink)
ASTM D696 Test Method for Coefficient of Linear Thermal Expansion of Plastics

1.03 CONTRACTOR SUBMITTALS
A. The CONTRACTOR shall submit certified test results verifying the compressive strength, shrinkage, and expansion requirements are within the limits specified herein.

B. Manufacturer’s literature containing instructions and recommendations on the mixing, handling, placement, and appropriate uses for each type of non-shrink and epoxy grout used in the work.

March 5, 2024, Reg. CC Mtg., Page # 80

ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-2

1.04 QUALITY ASSURANCE
A. Field Tests:

1. Compression test specimens will be taken during construction from the first placement of each type of grout, and at intervals thereafter as selected by the ENGINEER to ensure continued compliance with these specifications. The specimens will be made by the ENGINEER or its representative.

2. Compression tests and fabrication of specimens for cement grout and non-shrink grout will be performed as specified in ASTM C 109 at intervals during construction as selected by the ENGINEER. A set of three specimens will be made for testing at 7 days, 28 days, and each additional time period as appropriate.

3. Compression tests and fabrication of specimens for epoxy grout will be performed as specified in ASTM C 579, Method B, at intervals during construction as selected by the ENGINEER. A set of three specimens will be made for testing at 7 days, and each earlier time period as appropriate.

4. All grout, already placed, which fails to meet the requirements of these specifications, is subject to removal and replacement at the cost of the CONTRACTOR.

5. The cost of all laboratory tests on grout will be borne by the OWNER, but the CONTRACTOR shall assist the ENGINEER in obtaining specimens for testing.

However, the CONTRACTOR shall be charged for the cost of any additional tests and investigation on work performed which does not meet the specifications. The CONTRACTOR shall supply all materials necessary for fabricating the test specimens.

B. Construction Tolerances: The CONTRACTOR shall set and maintain concrete forms and perform finishing operations so as to ensure that the completed work is within the tolerances specified herein. Surface defects and irregularities are defined as finishes and are to be distinguished from tolerances. Tolerance is the specified permissible variation from lines, grades, or dimensions shown. Where tolerances are not stated in the specifications, permissible deviations will be in accordance with ACI 117 – Standard Tolerance for Concrete Construction and Materials.

1. The following construction tolerances are hereby established and apply to finished walls and slab unless otherwise shown:

Item Tolerance
Variation of the constructed linear outline In 10 feet: 1/4-inch; from the established position in plan. In 20 feet or more: 1/2-inch Variation from the level or from the grades In 10 feet: 1/4-inch; shown. In 20 feet or more: 1/2-inch
Variation from the plumb In 10 feet: 1/4-inch;
In 20 feet or more: 1/2-inch
March 5, 2024, Reg. CC Mtg., Page # 81

ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-3
PART 2: PRODUCTS

2.01 CEMENT GROUT

1. Cement Grout: Cement grout shall be composed of one part cement, three parts sand, and the minimum amount of water necessary to obtain the desired consistency. Where needed to match the color of adjacent concrete, white portland cement shall be blended with regular cement as needed. The minimum compressive strength at 28 days shall be 4000 psi.

2. Application: Cement grout shall be used at all locations where “dry pack” material is specified on the Contract Documents.

2.02 PREPACKAGED GROUTS
A. Non-Shrink Grout:

1. Non-shrink grout shall be a prepackaged, inorganic, non-gas-liberating, nonmetallic, cement-based grout requiring only the addition of water. Manufacturer's instructions shall be printed on each bag or other container in which the materials are packaged. The specific formulation for each class of non-shrink grout specified herein shall be as recommended by the manufacturer for the particular application required for this project.

2. Class A non-shrink grouts shall have a minimum 28 day compressive strength of 7000 psi; shall have no shrinkage (0.0 percent) and a maximum 4.0 percent expansion in the plastic state when tested in accordance with ASTM C-827; and shall have no shrinkage (0.0 percent) and a maximum of 0.2 percent expansion in the hardened state when tested in accordance with CRD C 621.

3. Class B non-shrink grouts shall have a minimum 28 day compressive strength of 5000 psi and shall meet the requirements of CRD C 621.

4. Application:
a. Class A non-shrink grout shall be used for the repair of all holes and defects in concrete members which are water bearing or in contact with soil or other fill material, grouting under all equipment base plates, and at all locations where “grout” is specified in the contract documents; except, for those applications for Class B non-shrink grout and epoxy grout specified herein. Class A non-shrink grout may be used in place of Class B non-shrink grout for all applications.
b. Class B non-shrink grout shall be used for the repair of all holes and defects in concrete members which are not water-bearing and not in contact with soil or other fill material, grouting under all base plates for structural steel members, and grouting railing posts in place.

5. Manufacturers and Product:
a. Class A Grout
1) Five Star “Five Star Fluid Grout 100”
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ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-4
2) Masterbuilders “Masterflow 928”
3) Approved equal
b. Class B Grout
1) Five Star “Five Star Grout”
2) Masterbuilders “Set Grout”
3) Approved equal
B. Epoxy Grout:

1. Epoxy grout shall have the ability to be poured, be non-shrinking and a 100 percent solids system. The epoxy grout system shall have three components:
resin, hardener, and specially blended aggregate, all premeasured and prepackaged. The resin component shall not contain any non-reactive diluents.

Resins containing butyl glycidyl ether (BGE) or other highly volatile and hazardous reactive diluents are not acceptable. Variation of component ratios is not permitted unless specifically recommended by the manufacturer.

Manufacturer's instructions shall be printed on each container in which the materials are packaged. Epoxy grout shall be Masterflow 648 CP by Master Builders Technologies; Conbextra EPR by Fosroc Ltd.; Sikadur 42 GroutPak by Sika Products.

2. The chemical formulation of the epoxy grout shall be that recommended by the manufacturer for the particular application.

3. The mixed epoxy grout system shall have a minimum working life of 45 minutes at 75 degrees F.

4. The epoxy grout shall develop a compressive strength of 5000 psi in 24 hours and 10,000 psi in seven days when tested in accordance with ASTM C 579, Method B. There shall be no shrinkage (0.0 percent) and a maximum 4.0 percent expansion when tested in accordance with ASTM C 827.

5. The epoxy grout shall exhibit a minimum effective bearing area of 95 percent.

This shall be determined by a test consisting of filling a 2-inch diameter by 4- inch high metal cylinder mold covered with a glass plate coated with a release agent. A weight shall be placed on the glass plate. At 24 hours after casting, the weight and plate shall be removed and the area in plan of all voids measured. The surface of the grout shall be probed with a sharp instrument to locate all voids.

6. The peak exotherm of a 2-inch diameter by 4-inch high cylinder shall not exceed 95 degrees F when tested with 75 degree F material at laboratory temperature.

The epoxy grout shall exhibit a maximum thermal coefficient of 30 x 10 -6
inches/inch/degree F when tested according to ASTM C 531 or ASTM D 696.

7. Application: Epoxy grout shall be used to embed all anchor rods and reinforcing steel required to be set in grout, and for all other applications required in the Contract Documents.

March 5, 2024, Reg. CC Mtg., Page # 83

ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-5

2.03 CURING MATERIALS
Curing materials shall be as recommended by the manufacturer of prepackaged grouts.

2.04 CONSISTENCY
The consistency of grouts shall be that necessary to completely fill the space to be grouted for the particular application. Dry pack consistency is such that the grout is plastic and moldable but will not flow. Where "dry pack" is called for in the Contract Documents, it shall mean a grout of that consistency; the type of grout to be used shall be as specified herein for the particular application.

2.05 MEASUREMENT OF INGREDIENTS
A. Measurements for cement grout shall be made accurately by volume using containers.

Shovel measurement shall not be allowed.

B. Prepackaged grout shall be mixed with the recommended volume of water in order to achieve the desired grout consistency.

PART 3: EXECUTION

3.01 GENERAL
A. The finish of the grout surface shall match that of the adjacent concrete.

B. The manufacturer of Class A non-shrink grout and epoxy grout shall provide on-site technical assistance upon request.

C. Base concrete or masonry must have attained its design strength before grout is placed, unless authorized by the ENGINEER.

D. Grout samples shall be taken as specified in subsection 1.04A of this Section.

3.02 CONCRETE PATCH AND REPAIR
A. Patching Small Holes:

1. Holes which are less than 12 inches in their least dimension and extend completely through concrete members, shall be filled with non-shrink grout.

3.03 GROUTING PROCEDURES
A. Prepackage Grouts: All mixing, surface preparation, handling, placing, consolidation, curing, and other means of execution for prepackaged grouts shall be done according to the instructions and recommendations of the manufacturer.

B. Grouting:

1. The original concrete shall be blocked out or finished off a sufficient distance below the plate to provide for a one-inch minimum thickness of grout or a thickness as shown on the Drawings.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION GROUT
CITY OF LOMITA 03600-6

2. After the plate has been set in position at the proper elevation by steel wedges, the space between the bottom of the plate and the original concrete surface shall be filled with non-shrink grout. The mixture shall be a trowelable consistency and tamped or rodded solidly into the space between the plate and the base concrete. A backing board or stop shall be provided at the back side of the space to be filled with grout. Where this method of placement is not practical or where required by the ENGINEER, alternate grouting methods shall be submitted for acceptance by the ENGINEER.

3.04 CONSOLIDATION
Grout shall be placed in such a manner so as to assure that the space to be grouted is completely filled. The consistency of the grout when applied shall meet the requirements stated.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 85

ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-1
SECTION 05120

STRUCTURAL STEEL
PART 1: GENERAL

1.01 SCOPE OF WORK
The CONTRACTOR shall furnish, fabricate, and place all structural steel and make all connections necessary to provide a complete work and in accordance with the Contract Documents.

1.02 REFERENCES
A. American Institute of Steel Construction (AISC):

1. Specification for Structural Steel Buildings—Allowable Stress Design and Plastic Design, excluding Section A7.1

2. Allowable Stress Design Specification for Structural Joints using ASTM A325 or A490 Bolts.

3. Manual of Steel Construction, Allowable Stress Design

4. Seismic Provisions for Structural Steel Buildings

5. Code of Standard Practice for Steel Buildings and Bridges, excluding Sections 3, 4, 7.11.3.3, 7.11.4, 7.11.5, and 7.13

6. AISC Quality Certification Program

7. AISC Erector Certification Program
B. American Society of Mechanical Engineers (ASME):

BPVC SEC IX Qualification Standard for Welding and Brazing Procedures, Welders, Brazers, and Welding and Brazing
C. American Society of Nondestructive Testing (ASNT):

ASNT-TC-IA Personnel Qualification and Certification in Nondestructive Testing
D. American Welding Society (AWS):

D1.1 Structural Welding Code-Steel
QC 1 Standard for AWS Certification of Welding Inspectors E. ASTM International (ASTM):

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-2
A6 Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Steel Piling.

A36 Standard Specification for Structural Steel
A53 S tandard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless
A123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
A143 Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedures for Detecting Embrittlement
A153 Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
A307 Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength
A325 Standard Specification for High-Strength Bolts for Structural Steel Joints
A384 Standard Practice for Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies A385 Standard Practice for Providing High-Quality Zinc Coatings (Hot-Dip)
A490 Standard Specification for Heat-Treated Steel Structural bolts, 150 ksi Minimum Tensile Strength.

A500 Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes
A501 Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing
A563 Standard Specification for Carbon and Alloy Steel Nuts A572 Standard Specification for High-Strength Low Alloy Columbium-Vanadium Structural Steel
A588 Standard Specification for High-Strength Low Alloy Structural Steel with 50 ksi Minimum Yield Point to 4 in. thick
A673 Standard Specification for Sampling Procedure for Impact Testing of Structural Steel
A780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings
A992 Standard Specification for Steel for Structural Shapes for Use in Building Frames
B695 Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel.

F436 Standard Specification for Hardened Steel Washers
F959 Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners
F1852 Standard Specification for “Twist Off” Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/150 ksi Minimum Tensile Strength

1.03 SUBMITTALS
A. Action Submittals:

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-3

1. Provide shop drawings showing erection plans, member size and their connections.

2. Anchor bolt layouts.

3. Hardened washer details (if applicable).

4. Joint details for complete penetration welds

5. Schedules for fabrication procedures

6. Primer and other coatings for items in this Section

7. Name and address of manufacturer(s)

8. Product specifications

9. Manufacturers' testing procedures and standards

10. Preparation and installation or application instructions, as appropriate B. Informational Submittals:

1. Mill Certificates of tests made in accordance with ASTM A6.

2. Certified Mill Test Reports for Bolts and Nuts:
a. Name and address of manufacturer.
b. Bolts correctly marked.
c. Marked bolts and nuts used in required mill tests and manufacturer's inspection tests.

3. Methods proposed to resolve misalignment between anchor bolts and bolt holes in steel members.

4. Welding Procedures, Qualifications, and Inspection Report

5. AISC Quality Certification: AISC certificate showing name and address of certified firm, effective date, and category of certification.

6. As-built redline markups shall be submitted at the completion of work, which indicate and document all changes and deviations from the contract document during the construction. As-built redline markups shall be submitted in digital PDF format.

1.04 QUALITY ASSURANCE
A. Mill identification marks in accordance with ASTM A6.

B. AISC Quality Certification for Fabricator: Conventional Steel Structures (Sbd).

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-4
C. Welding Qualifications:

1. Welding Procedure Specifications: In accordance with AWS D1.1 (Annex E) or ASME BPVC SEC IX (Forms QW-482 and QW-483).

2. Welder/Welding Operator Performance Qualifications: In accordance with AWS D1.1 (Annex E), or ASME BPVC SEC IX (Form QW-484).

3. Certified Welding Inspector: Certified in accordance with AWS QC1, and having prior experience with the welding codes specified.

4. Testing Agency: Personnel performing tests shall be Nondestructive Testing Level II Certified in accordance with ASNT SNT-TC-1A.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Load structural members in such a manner that they will be transported and unloaded without damage to coatings and without being excessively stressed, deformed, or otherwise damaged.

B. Storage:

1. Protect structural steel members and packaged materials from corrosion and deterioration.

2. Store in dry area and not in direct contact with ground.

3. Protect fasteners from dirt and moisture. Do not remove lubricant from bolts and nuts.

4. Handle materials to avoid distortion or damage to members or supporting structures.

PART 2: PRODUCTS

2.01 MATERIALS
A. Rolled Plates, Shapes except W-Shapes, and Bars: ASTM A36, unless indicated otherwise.

B. Plate material for frame connections shall be ASTM A572, Grade 50, where indicated on Drawings.

C. Steel Pipe: ASTM A53, Type E or S, Grade B.

D. Square and Rectangular Hollow Structural Sections (HSS): ASTM A500, Grade B (Fy equals 46 ksi).

2.02 FASTENERS
A. Machine Bolts (M.B.): ASTM A307
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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-5
B. Nuts: ASTM A563, type to match bolt type and finish.

C. Hardened Steel Flat and Beveled Washers: ASTM F436, type to match bolt finish.

2.03 FABRICATION
A. General:

1. Fabricate as shown and in accordance with AISC Specification for Structural Steel Buildings and AISC Code of Standard Practice for Steel Buildings and Bridges.

2. Columns shall be full length members without splices, unless shown otherwise or approved by ENGINEER.

3. Mark and match mark materials for field assembly.

4. Complete assembly, including bolting and welding of units, before start of finishing operations.

5. Fabricate to agree with field measurements.

B. Connections:

1. Shop Connections: Weld or bolt, as shown.

2. Meet requirements of AISC Manual of Steel Construction tables for bolted double-angle shear connections, unless indicated otherwise.

3. Meet OSHA requirements for one independent bolt at beams framing in to column web connections.

4. Provide oversized holes for anchor bolts in column base plates in accordance with AISC Manual of Steel Construction, unless indicated otherwise.

C. Welded Construction:

1. Conform to governing welding codes for type of weld and material for each weld.

2. Groove and Butt Joint Welds: Complete penetration, unless otherwise indicated.

3. Interface with Other Work.

D. Holes:

1. As necessary or as indicated for securing other Work to structural steel framing, and for passage of other Work through steel framing members.

2. No flame-cut holes will be permitted without prior approval of ENGINEER.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-6

3. Weld threaded nuts to framing, and other specialty items as shown to receive other Work.

E. Steel Roof Framing Coating System:

1. Surface Preparation: SSPC SP-6.

2. Type: Epoxy / Polyurethane

3. Shop Prime Coat: Apply two coats to a dry-film thickness of 8 mils; 66 HiBuild Expoxoline or engineer approved equivalent. Do not shop prime the following surfaces, unless indicated otherwise:
a. Faying surfaces of slip critical bolted connections. b. Within 2 inches of field-welded connections.
c. Steel members to be completely encased in reinforced concrete or coated with cementitious fireproofing.

4. Finish Coat: One coat of 5 mil dry-film thickness; Tnemec Series 73, 74, or 75 Endura-Shield or approved equivalent.

5. Total dry film thickness of system shall be 13 mils.

F. Galvanizing:

1. Fabricate steel to be galvanized in accordance with ASTM A143, A384, and A385. Avoid fabrication techniques that could cause distortion or embrittlement of steel.

2. Remove welding slag, splatter, burrs, grease, oil, paint, lacquer, and other deleterious material prior to delivery for galvanizing.

3. Remove by blast cleaning or other methods surface contaminants and coatings not removable by normal chemical cleaning process in the galvanizing operation.

4. Hot-dip galvanize steel members, fabrications, and assemblies after fabrication in accordance with ASTM A123.

5. Hot-dip galvanize A325 bolts, nuts, washers, and hardware components in accordance with ASTM A153.

6. Oversize holes to allow for zinc alloy growth.

7. Shop assemble bolts, nuts, and washers with special lubricant and test in accordance with ASTM A325 and A563.

8. Galvanize components of bolted assemblies separately before assembly.

2.04 SOURCE QUALITY CONTROL
March 5, 2024, Reg. CC Mtg., Page # 91

ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-7
A. Welding:

1. Visually inspect fabrication welds in accordance with AWS D1.1, Section 6 and Table 6.1, Visual Inspection Acceptance Criteria.

2. An independent testing agency will be retained by CITY to perform the following inspection and testing of fabrication welds.
a. Groove welds:
1) Radiographic (RT) or ultrasonic (UT) testing for 10 percent of randomly selected welds, unless otherwise indicated.
2) Use RT only for butt joint groove welds.
b. Fillet welds larger than 5/16-inch: Liquid penetrant (PT) or magnetic particle (MT) for 10 percent of randomly selected welds, unless otherwise indicated.
c. All Welds: 100 percent visually inspected (VT).

3. The Certified Welding Inspector (CWI) shall perform inspection prior and during assembly, during welding, and after welding. CWI duties include:
a. Verifying conformance of specified job material and proper storage. b. Monitoring conformance with approved Welding Procedure Specification.
c. Monitoring conformance of Welder/Welding Operator Performance Qualification.
d. Inspecting weld joint fit-up and in-process inspection. e. Providing 100 percent visual inspection of all welds. f. Supervising nondestructive testing personnel and evaluating test results.
g. Maintaining records and preparing report confirming results of inspection and testing comply with the Work.

4. Repair and retest rejected weld defects until sound weld metal has been deposited in accordance with appropriate welding codes.

B. Special inspection of fabrication process and shop welding will be provided by CITY as indicated on Drawings.

C. Hot-Dip Galvanizing:

1. An independent testing agency will be retained by CITY to inspect and test hot-dip galvanized fabricated items in accordance with ASTM A123 and A153.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-8

2. Visually inspect and test for thickness and adhesion of zinc coating for minimum of three test samples from each lot in accordance with ASTM A123 and A153.

3. Reject and retest nonconforming articles in accordance with ASTM A123 and A153.

PART 3: EXECUTION

3.01 STEEL MEMBER ERECTION
A. Meet requirements of AISC Specification for Structural Steel Buildings and AISC Code of Standard Practice for Steel Buildings and Bridges, with exceptions as specified.

B. CONTRACTOR is responsible for design and installation of temporary bracing to support components as erection proceeds.

C. Welded Connections:

1. Welding and Fabrication by Welding: Conform to AWS D1.1 Structural Welding Code based on material and type of weld.

2. Groove and Butt Joint Welds: Complete penetration, unless otherwise indicated.

3.02 ANCHOR BOLTS
A. Coordinate installation of anchor bolts and other connectors required for securing structural steel to in-place work.

B. Provide templates and other devices for presetting bolts and other anchors to accurate locations.

C. Projection of anchor bolts beyond face of concrete and threaded length shall be adequate to allow for full engagement of all threads of hold-down nuts, adjustment of leveling nuts, washer thicknesses, and construction tolerances, unless indicated otherwise.

D. Placement Tolerances:

1. As required by AISC Code of Standard Practice for Steel Buildings and Bridges, unless indicated otherwise.

2. Embedded anchor bolts shall not vary from the dimensions as shown on Drawings by more than the following:
a. Center to center of any two bolts within an anchor group: 1/8 inch. b. Center to center of adjacent anchor bolt groups: 1/4 inch. c. Variation from perpendicular to theoretical bearing surface: 1:50.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-9

3.03 SETTING BASES AND BEARING PLATES
A. Clean concrete and masonry bearing surfaces of bond reducing materials and roughen to improve bond to bearing surfaces.

B. Clean bottom surface of base and bearing plates.

C. Set loose and attached base plates and bearing plates for structural members on wedges, shims, leveling nuts, or other adjustable devices. Use leveling plates where indicated on Drawings.

D. Tighten anchor bolts after supported members have been positioned and plumbed.

Do not remove wedges or shims, but if protruding, cut off flush with edge of base or bearing plate prior to placing grout. Weld plate washers to base plates where indicated in Drawings.

E. Grout Under Base plates: As specified in Section 03600, GROUT, prior to placing loads on structure.

3.04 FIELD ASSEMBLY
A. Set structural frames accurately to lines and elevations shown.

B. Clean bearing surfaces and other surfaces that will be in permanent contact before assembly.

C. Align and adjust various members forming a part of a complete frame or structure before permanently fastening.

D. Level and plumb individual members of structure within tolerances shown in AISC Code of Standard Practice for Steel Buildings and Bridges.

E. Establish required leveling and plumbing measurements on mean operating temperature of structure. Make allowances for difference between temperature at time of erection and mean temperature at which structure will be completed and in service.

F. Perform necessary adjustments to compensate for minor discrepancies in elevations and alignment.

G. Provide additional field connection material as required by AISC Code of Standard Practice for Steel Buildings and Bridges.

H. Splice members only where indicated and accepted on shop drawings.

3.05 MISFITS AT BOLTED CONNECTIONS
A. Where misfits in erection bolting are encountered, immediately notify ENGINEER for approval of one of the following methods of correction:

1. Ream holes that must be enlarged to admit bolts and use oversized bolts.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-10

2. Plug weld misaligned holes and redrill holes to admit standard size bolts.

3. Drill additional holes in connection, conforming with AISC Standards for bolt spacing and end and edge distances, and add additional bolts.

4. Reject member containing misfit, incorrect sized, or misaligned holes and fabricate new member to ensure proper fit.

B. Do not enlarge incorrectly sized or misaligned holes in members by burning or using a drift pin.

3.06 MISFITS AT ANCHOR BOLTS
A. Resolve misalignments between anchor bolts and bolt holes in steel members in accordance with approved submittal.

B. Do not flame cut to enlarge holes without prior approval of ENGINEER.

3.07 GAS CUTTING
A. Do not use gas cutting torches in field for correcting fabrication errors in structural framing.

B. Secondary members not under stress and concealed in finished structure may be corrected by gas cutting torches, if approved by ENGINEER.

C. Finish flame-cut sections equivalent to sheared and punched appearance.

3.08 REPAIR AND CLEANING
A. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop primer.

B. Remove and grind smooth tack welds, fit-up-lugs, and weld runoff tabs.

C. Remove weld back-up bars and grind smooth where indicated on Drawings.

D. Apply touchup paint primer by brush or spray of same thickness and material as that used in shop application and as specified in Section 09900, PAINTING.

3.09 REPAIR OF DAMAGED HOT-DIP GALVANIZED COATING
A. Conform to ASTM A780.

B. For minor repairs at abraded areas, use sprayed zinc conforming to ASTM A780.

C. For flame cut or welded areas, use zinc-based solder, or zinc sticks, conforming to ASTM A780.

D. Use magnetic gauge to determine that thickness is equal to or greater than base galvanized coating.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-11

3.10 FIELD QUALITY CONTROL
A. Welded Connections:

1. Visually inspect field welds in accordance with AWS D1.1, Section 6 and Table 6.1, Visual Inspection Acceptance Criteria.

2. An independent testing agency will be retained by CITY to perform the following inspection and testing of field welds.

3. Unless otherwise specified, perform nondestructive testing (NDT) of welds at a spot testing frequency as shown below in accordance with the referenced welding codes. Perform ultrasonic on complete joint penetration groove welds that cannot be readily radiographed. In case there is a conflict the higher frequency level of NDT shall apply:
a. Complete Joint Penetration (CJP) Butt Joint Welds: 10 percent random Radiographic (RT).
b. Groove Welds:
1) Radiographic (RT) or ultrasonic (UT) testing for 10 percent of randomly selected welds, unless otherwise indicated.
2) Use RT only for butt joint groove welds.
c. Fillet Welds Larger Than 5/16 Inch: Liquid penetrant (PT) or magnetic particle (MT) testing for 10 percent of randomly selected welds, unless otherwise indicated.
d. Partial Joint Penetration (PJP) Groove Welds: 10 percent random PT or MT.
e. All Welds: 100 percent visually inspected (VT).

4. Weld Acceptance:
a. Visual Testing:
1) Structural Pipe and Tubing: AWS D1.1, paragraph 6.9, Visual Inspection, Tubular Connections.
2) All Other Structural Steel: AWS D1.1, paragraph 6.9, Visual Inspection, Statically Loaded Nontubular Connections.
3) Stud Connections: AWS D1.1, paragraph 7.8.1.
b. Ultrasonic Testing: Perform UT of CJP groove welds in accordance with AWS D1.1, paragraph 6.13.3, Class R Indications.
c. Radiographic Testing: Perform RT of CJP butt joint welds in accordance with AWS D1.1, paragraph 6.12.1.
d. PT or MT:

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ROOF DESIGN FOR APPIAN WAY PUMP STATION STRUCTURAL STEEL CITY OF LOMITA 05120-12
1) Perform on fillet and PJP groove welds in accordance with AWS D1.1, paragraph 6.10.
2) Acceptance shall be in accordance with VT standards specified above.

5. The CWI shall be present whenever field welding is performed. The CWI shall perform inspections prior and during assembly, during and after welding. CWI duties include:
a. Verifying conformance of specified job material and proper storage. b. Monitoring conformance with approved WPS.
c. Monitoring conformance of WPQ.
d. Inspecting weld joint fit-up and in-process inspection. e. Providing 100 percent visual inspection of all welds. f. Supervising nondestructive testing personnel and evaluating test results.
g. Maintaining records and preparing report confirming results of inspection and testing comply with the Work.

6. Repair and retest rejected weld defects until sound weld metal has been deposited in accordance with appropriate welding codes.

B. Special inspection will be provided by City as indicated on Drawings.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 97

ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL DECKING
CITY OF LOMITA 05300-1
SECTION 05300

METAL DECKING
PART 1: GENERAL

1.01 SCOPE OF WORK
Contractor shall furnish and install the metal decking product and all appurtenance complete, and shall coordinate all of the work hereunder with the related work specified in other Sections, in accordance with the requirements of the Contract Documents.

1.02 RELATED SECTIONS
Section 05120 Structural Steel

1.03 REFERENCES
A. Codes: All codes, as referenced herein
AISI Specifications for the Design of Cold-Formed Steel Structural Members: American Iron and Steel Institute
ASTM A 653 Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip
Process
ASTM A 780 Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.

ASTM A 924 Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process
DOD P-21035A Paint, High Zinc Dust Content, Galvanizing Repair (metric); US Department of Defense
B. SDI Publication No. 27: Steel Deck Institute Design Manual for Composite Decks, Form Decks, Roof Decks and Cellular Metal Floor Deck with Electrical Distribution; Steel Deck Institute, Inc.

C. Manufacturers' Standards: In addition to the standards listed above, the metal deck products and their installation shall be in accordance with the manufacturer's published recommendations, specifications and I.C.C. report.

1.04 ACTION SUBMITTALS
A. Decking Submittal:

1. Provide a layout plan of decking showing type and section properties of the deck panel, reinforcing channels, pans, special jointing, and accessories.

2. Location of the openings, deck laps, and deck attachment details.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL DECKING
CITY OF LOMITA 05300-2

1.05 SUBMITTALS FOR INFORMATION
A. The manufacturer's specifications, literature, published installation instructions and current I.C.C. report for metal decking product shall be submitted to the ENGINEER.

B. Operation manuals for mechanical fastener installation tools.

1.06 QUALITY ASSURANCE
A. Comply with the requirements of the following, except where exceeded by the Contract Documents or requirements of governing authorities:

1. AISI “Specifications for the Design of Cold-Formed Steel Structural Members”

2. SDI “Steel Deck Institute Design Manual for Composite Decks, Form Decks, Roof Decks and Cellular Metal Floor Deck with Electrical Distribution”

1.07 DELIVERY, STORAGE, AND HANDLING
A. Delivery of Materials: Manufactured materials shall be delivered in original, unbroken packages, containers, or bundles bearing the name of the manufacturer.

B. Storage: Separate sheets and store units on dry wood sleepers, sloped to promote drainage. Cover metal decking panels with waterproof material, ventilate to avoid condensation.

PART 2: PRODUCTS

2.01 MATERIALS
A. Metal deck material shall conform to ASTM A 653, Structural Quality grade 33 or higher. See drawings for gauge of deck panel.

B. Galvanizing of the metal deck shall conform to ASTM A 924, G90 coating as defined in ASTM A653.

C. Galvanized surface repair shall be in conformance with Federal Specification DOD P-21035A.

D. Acceptable Manufacturers: Roof deck design is based on the following products.

1. Steel Roof Deck:
a. Verco; PLB-36 (1 ½” deep)
b. Approved equal

2.02 ACCESORIES
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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL DECKING
CITY OF LOMITA 05300-3
A. Provide pour stops, column closures, end closures, cover plates, girder fillers, ridge plates, finish strips, reinforcing channels, and other accessories required for complete installation.

B. Accessories shall comply with requirements of SDI and deck manufacturer.

2.03 MECHANICAL FASTENERS
A. Pneumatic Driven Fasteners:

1. Pneumatic driven steel deck fasteners with corrosion-resistance finish.

2. Manufacturers and Product:
a. Pneutek, Hudson NH; Pneutek K66075
b. Approved equal
B. Powder Actuated Fasteners:

1. Powder driven steel deck fasteners with corrosion-resistance finish.

2. Manufacturers and Product:
a. Hilti, Inc., Tulsa OK; X-HSN 24 Metal Deck Fasteners b. Approved equal

2.04 METAL DECK SIDELAP AND DECK END CONNECTION
A. Deck Sidelap connection shall be PunchLok II System – Verco Sidelap Connection 2 (VSC2)
B. Deck panel ends shall be connected with a lap-type connection. Butt-type panel ends connection is not allowed.

PART 3: EXECUTION

3.01 GENERAL
A. The installation shall conform to applicable codes and the manufacturer's published or written recommendations, specifications, and published installation instructions for the type of deck being installed. Work shall be coordinated with the work of other trades.

B. The roofing work shall be performed by an installer authorized by the roofing system manufacturer.

C. Contractor shall investigate the support framing and the conditions under which decking work is to be performed. Any unsatisfactory conditions shall be addressed prior to starting this work.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL DECKING
CITY OF LOMITA 05300-4

3.02 INSTALLATION
A. Decking shall be oriented perpendicular to the framing members.

B. Side seams shall be tight fitting and secured together in accordance with the Contract Documents.

C. No damaged pieces of decking shall be installed.

END OF SECTION
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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-1
SECTION 07411

METAL ROOF PANELS
PART 1: GENERAL

1.01 SUMMARY
A. Section Includes: Factory-formed sheet metal roofing, including flashings and trim.

1.02 REFERENCES
A. American Society for Testing and Materials (ASTM):

1. ASTM A653/A653M Standard Specification for Steel Sheets, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

2. ASTM A792/A792M Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy Coated by the Hot Dip Process.

3. ASTM B209 Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.

4. ASTM D2247 Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity.

5. ASTM E1680 Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen.

6. ASTM E1646 Standard Test Method for Water Penetration of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference.

7. ASTM G90 Standard Practice for Performing Accelerated Outdoor Weathering of Non-Metallic Materials Using Concentrated Natural Sunlight.

8. ASTM D 2244 - Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates.

9. ASTM D 4214 - Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint Films

10. ASTM E 119 - Standard Test Methods for Fire Tests of Building Construction and Materials

11. ASTM E 1592 - Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-2

12. ASTM E 2140 - Standard Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head.

B. Underwriters Laboratories (UL):

1. UL 263 - Fire Tests of Building Construction and Materials.

2. 580 - Tests for Uplift Resistance of Roof Assemblies.

3. UL 790 - Standard Test Methods for Fire Tests of Roof Coverings.

4. UL 2218 - Impact Resistance of Prepared Roof Covering Materials.

C. Sheet Metal and Air Conditioning Contractors’ National Association (SMACNA); “Architectural Sheet Metal Manual”

E. California Building Code

1.03 ADMINISTRATIVE REQUIREMENTS
A. Pre-installation Meetings:

1. Schedule meeting to discuss roof project requirements, substrate conditions, manufacturer’s installation instructions and manufacturer’s warranty requirements before start of work onsite.

2. Required attendees: Contractor, metal deck & roof installer, and any other subcontractors who have equipment penetrating the roof or work that requires roof access or traffic.

1.04 SYSTEM DESCRIPTION
A. Performance Requirements: Provide sheet metal roofing which has been manufactured, fabricated and installed to withstand structural and thermal movement, wind loading and weather exposure to maintain manufacturer’s performance criteria without defects, damage, failure or infiltration of water.

1. Air infiltration: Maximum 0.06 cfm per lineal foot (0.33 m3/hr per linear meter) of seam at static pressure of 6.24 psf (3.0 kPa) when tested per ASTM E1680.

2. Water penetration:
a. No uncontrolled water penetration through the joints at a static pressure of

6.24 psf (3.0 kPa) when tested in accordance with ASTM E1646.

3. Fire rating: Class A

4. Uplift Tests:

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-3
a. UL 580 Class 90
b. ASTM E 1592 (1.5”, 2” & 3”)

5. Class 4 Impact Resistance: UL 2218

6. Fire Resistance: UL 263

7. ICC-ES: ESL 1082
B. Finish Performance Requirements:

1. Two coat coil applied, baked on full strength (70% resin, PVF2) fluorocarbon coating consisting of a nominal 0.25 mil dry film thickness primer, and a nominal dry film thickness of 0.7 -0.8 mil color coat for a total 0.9 to 1.1 mil total system dry film thickness.

2. Color change and fade resistance: No cracking, peeling, blistering or loss of adhesion when tested in accordance with ASTM G23; color change, after removal of surface deposits such as dirt or chalk, maximum 5 NBS units.

3. Humidity resistance: No blistering, peeling or loss of adhesion after 1000 hours testing, in accordance with ASTM D2247.

1.05 SUBMITTALS
A. General: Submit listed submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures Section.

B. Product Data: Submit manufacturer’s product data for specified products.

C. LEED Submittal Documentation:

1. Product Test Reports for applicable sustainable sites credits: For roof panels, indicating that panels comply with solar reflectance index requirement.

2. Product Data for applicable materials and resources credits: Indicating percentages by weight of post-consumer and pre-consumer recycled content for products having recycled content. Contractor to provide a statement indicating cost for each product having recycled content.

D. Shop Drawings: Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors and textures.

1. Indicate layout of roofing panels and roof panel sizes, including customfabricated roofing panels if indicated; indicate each item of trim and accessories.

2. Indicate in detailed drawings profile and gauge of interior and exterior sheets, and locations and types of fasteners; indicate locations, gauges, shapes and methods of attachment of roofing panels, trim and accessory items.

3. Include Sealant location and denote those that are factory and field applied.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-4

4. Indicate products/materials required for construction activities and field worked conditions of this section not supplied by manufacturer of products of this section.

E. Samples: Submit selection and verification samples for finishes, colors and textures.

1. Selection Samples: For each product requiring color selection, 2 sets of manufacturer’s sample chips representing full range of colors and finishes available.

2. Verification Samples: For each color and finish selected, 2 chips indicating match to selected color and finish.

F. Warranties:

1. Substrate Warranty

2. Finish Warranty

3. Weather Tightness Warranty (if applicable)
G. Test and Evaluation Reports: Showing compliance with specified performance characteristics and physical properties.

H. Quality Assurance Submittals: Submit the following:

1. Contractor Certificates: Contractor’s certification that:
a. Manufacturer of products of this section meets specified qualifications. b. Installer of products of this section meets specified qualifications.

2. Manufacturer Certificates: Product certificates signed by manufacturer certifying materials comply with specified performance characteristics and physical requirements.

3. Manufacturer’s Instructions: Manufacturer’s installation instructions.

4. Manufacturer’s Field Reports: Manufacturer’s field reports if required.

I. Closeout Submittals: Submit the following:

1. Warranty: Warranty documents specified herein.

J. Buy American Certification: Manufacturer’s letters of compliance indicating supplied products comply with requirements.

1.06 QUALITY ASSURANCE
A. Manufacturer Qualifications:

1. Provider of “hands on” installer training at manufacturer or customer facility.

2. Minimum of ten years’ experience in manufacturing metal roof systems.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-5

3. Provider of product produced in a permanent factory environment with fixed roll-forming equipment and also possesses the capability to roll form continuous panels on jobsites with a factory technician for jobs with panel lengths in excess of 50’
B. Installer Qualifications:

1. At least five years’ experience in the installation of structural standing seam metal roof panels.

2. Experience on at least five projects of similar size, type and complexity as this project that have been in service for a minimum of two years with satisfactory performance of the roof system.

3. Employer of workers for this project who are competent in techniques required by manufacturer for installation indicated and who shall be supervised at all times when material is being installed.

4. Certificate: When requested, submit certificate indicating qualification.

C. Buy American Compliance: Materials provided under Work of this Section shall comply with the following requirements:

1. Buy American Act of 1933 BAA-41 U.S.C §§ 10a – 10d.

2. Buy American provisions of Section 1605 of the American Recovery and Reinvestment Act of 2009 (ARRA).

1.07 DELIVERY, STORAGE & HANDLING
A. General: Comply with Division 1 Product Requirements Sections.

1. Ordering: Comply with manufacturer’s ordering instructions and lead time requirements to avoid construction delays.

B. Delivery: Deliver materials in manufacturer’s original, unopened, undamaged containers with identification labels intact. Identify fabricated components with UL 90 label where appropriate.

C. Delivery and Acceptance Requirements: Ensure all panels are received in good condition. In cases where damage is visible, note all paperwork; inform architect and project superintendent.

D. Packing, Shipping, Handling and Unloading:

1. Roofing panels to be crated to protect panels from shipping damage.

2. Package trim and accessories in waterproof wrapping paper.

E. Storage and Protection: Store materials protected from exposure to harmful conditions. Store material in dry, above-ground location.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-6

1. Stack prefinished material to prevent twisting, bending, abrasion, scratching and denting. Elevate one end of each skid to allow for moisture runoff.

2. Store products of this section in manufacturer’s unopened packaging until installation of products

3. Maintain dry, heated storage area for products of this section until installation of products.

4. Remove strippable plastic film before storage under high-heat conditions.

1.08 PROJECT CONDITIONS
A. Field Measurements: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measurements, fabrication schedule with construction progress to avoid construction delays.

B. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed in accordance with manufacturers’ written instructions and warranty requirements.

1.09 WARRANTY
A. Project Warranty: Refer to Conditions of the Contract for project warranty provisions.

1. Panel Material: Furnish manufacturers 25 year warranty covering the panel against rupture, structural failure, or perforation.

2. Panel Coating: Furnish manufacturer's 40-year warranty covering cracking, checking, and peeling, and 30 year warranty covering fade and chalk on the Two coat coil applied, baked on full strength (70% resin, PVF2) fluorocarbon coating.
a. Manufacturer’s warranty may exclude surface deterioration due to physical damage and corrosive environments.

B. Special Warranty: Installer’s standard form in which installer agrees to repair or replace panels that fail due to poor workmanship or faulty installation within the specified warranty period.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2: PRODUCTS

2.01 METAL ROOF PANELS
A. Manufacturer: McElroy Metal, Inc.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-7

1. Contact: 1500 Hamilton Rd., Bossier City, LA 71111; Telephone: (800) 950- 6531; Fax: (318) 747-8099; E-mail: [email protected]; website:
www.mcelroymetal.com.

2. Proprietary Products: McElroy Metal Preformed Sheet Metal Roofing Panels.

B. Substitutions:

1. Basis of Design Product: Subject to compliance with requirements provide McElroy Metal Medallion Lok

2. Substitution Limitations
a. Requests for approval must be submitted in writing at least ten (10) days prior to bid date, and are accompanied by all related test reports and design calculations listed in section 1.4 and Design and Performance criteria Section 2.2.
b. Substitute manufacturers will be approved by written addendum to all bidders. Voluntary alternates will not be considered. Substitutions will not be permitted after the bid date of this project.
c. Roof panels proposed for substitution shall fully comply with specified requirements in appearance, assembly, and performance.

C. Forming: Use continuous end rolling method. No end laps are permitted on panels without architect approval. No portable rollforming machines will be permitted on this project, no installer—owner or installer-rented machines will be permitted. It is the intent of the Architect to provide factory-manufactured panel systems only for this project.

2.02 MANUFACTURED UNITS
A. McElroy Metal Medallion-Lok Panels:

1. Profile: Vertical leg standing seam panel with male/female seams that are interlocked via snapping during installation.

2. Size: 1.75” high seam by 16” width; Length as indicated on drawings.

3. Panel Surface: Striated

4. Material: Galvalume steel sheet conforming to ASTM A792, AZ55 coating for bare; AZ50 coating for painted; 24 standard gauge sheet thickness.

2.03 METAL ROOF PANEL ACCESSORIES
A. General: Provide complete metal roof panel assembly incorporating trim, copings, fasciae, gutters and downspouts, and miscellaneous flashings. Provide required fasteners, closure strips, support plates, and sealants as indicated in manufacturer's written instructions.

B. Flashing and Trim: Match material, thickness, and finish of metal panel face sheet.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-8
C. Panel Clips: ASTM A 653/A 653M, G90 (Z180) hot-dip galvanized zinc coating, configured for concealment in panel joints, and identical to clips utilized in tests demonstrating compliance with performance requirements.

D. Panel Fasteners: Self-tapping screws and other acceptable corrosion-resistant fasteners recommended by roof panel manufacturer. Where exposed fasteners cannot be avoided, supply fasteners with EPDM or neoprene gaskets, with heads matching color of metal panels by means of factory-applied coating.

E. Joint Sealers: Manufacturer's standard or recommended liquid and preformed sealers and tapes, and as follows:

1. Factory-Applied Seam Sealant: Manufacturer's standard hot-melt type.

2. Tape Sealers: Manufacturer's standard non-curing butyl tape, AAMA 809.2.

3. Concealed Joint Sealant: Non-curing butyl, AAMA 809.2.

F. Steel Sheet Miscellaneous Framing Components: ASTM C 645, with ASTM A 653/A 653M, G60 (Z180) hot-dip galvanized zinc coating.

2.04 FABRICATION
A. General: Provide factory fabricated and finished metal panels and accessories meeting performance requirements, indicated profiles, and structural requirements.

B. Fabricate metal panel joints configured to accept factory-applied sealant providing weathertight seal and preventing metal-to-metal contact and minimizing noise resulting from thermal movement.

C. Form panels in continuous lengths for full length of detailed runs, except where otherwise indicated on approved shop drawings.

D. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's written instructions, approved shop drawings, and project drawings.

Form from materials matching metal panel substrate.

2.05 FINISHES
A. Two coat coil applied, baked on full strength (70% resin, PVF2) fluorocarbon coating consisting of a nominal 0.25 mil dry film thickness primer, and a nominal dry film thickness of 0.7 -0.8 mil color coat for a total 0.9 to 1.1 mil total system dry film thickness. Finish to be selected from manufacturer’s standard color selection. The back side of the material should be 0.25 mil primer and a 0.25 mil polyester wash coat.

1. Roof Panel Color:
a. City to Select from full range of manufacturer’s standard colors.

2. Roof Related Trim/Accessories Color:

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-9
b. City to select from full range of manufacturer’s standard colors.

2.06 SOURCE QUALITY
A. Source Quality: Obtain metal panel products from a single manufacturer.

B. Quality Control: Obtain standing seam metal roof panels, trim and other accessories from a manufacturer capable of providing on-site technical support and installation assistance.

PART 3: PART 3 EXECUTION

3.01 MANUFACTURER’S INSTRUCTIONS
A. Compliance: Comply with manufacturer’s product data, recommendations and installation instructions for substrate verification, preparation requirements and installation.

1. Strippable Film: Remove manufacturer’s protective film, if any, from surfaces of roofing panels.

B. Site Verification of Conditions: Verify substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer’s instructions.

1. Verification of Conditions:
a. Panel support systems are ready for construction activities of this section and within specified tolerances.
b. Rough-in utilities are in correct locations.

2. Installer’s Examination:
a. Have installer of this section examine conditions under which construction activities of this section are to be performed, then submit written notification if such conditions are unacceptable.
b. Transmit 2 copies of installer’s report to Architect within 24 hours of receipt.
c. Delay construction activities of this section until unacceptable conditions have been corrected.
d. Beginning construction activities of this section indicates installer’s acceptance of conditions.

3.02 PREPARATION
A. Coordination: Coordinate metal roofing with other work to provide a noncorrosive and leak-proof installation.

1. Install substrate boards, hat channels, purlins, or furring channels in accordance with manufacturer’s recommendations.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-10

2. Coordinate work, with installation of other associated work, to ensure quality application.

3. Coordinate work with installation of associated metal flashings and building walls.

4. Coordinate work to minimize foot traffic and construction activity on installed finished surfaces.

5. Coordinate location of pipe penetrations to allow centering of pipe in panel.

6. Coordinate location of roof curbs, to allow proper integration with roof panel.

7. Coordinate work to minimize foot traffic and construction activity on installed finished. surfaces.

8. Dissimilar Metals: Prevent galvanic action of dissimilar metals.

3.03 INSTALLATION
A. General: Install metal roofing panels to profiles, patterns and drainage indicated and required for leak-proof installation. Provide for structural and thermal movement of work. Seal joints for leak-proof installation.

1. Shim or otherwise plumb substrates receiving metal panels.

2. Flash and seal metal panels at perimeter of all openings. Fasten with selftapping screws.

3. Do not begin installation until air- or water-resistive barriers and flashings that will be concealed by metal panels are installed.

4. Install screw fasteners in predrilled holes for clip installation.

5. Locate and space fasteners in uniform vertical and horizontal alignment.

6. Install flashing and trim as metal panel work proceeds.

7. Install continuous length panels.

8. Align bottoms of metal panels and fasten with blind rivets, bolts, or selftapping screws.

9. Fasten flashings and trim around openings and similar elements with selftapping screws.

10. Provide weathertight EPDM Flashing for pipe- and conduit-penetrating panels.

11. Seams: Provide uniform, neat seams.

12. Fix panels at location depicted on reviewed shop drawings.

13. Allow for required panel clearance at penetrations for thermal movement.

14. Align pipe penetrations to occur at center of roof panel. Report and have corrected improperly placed penetrations before proceeding with panel installation. Remove and replace roof panels which have improperly placed penetration flashings.

15. Allow for required panel clearance at penetrations for thermal movement.

16. Fasteners: Conceal fasteners where possible in exposed work. Cover and seal fasteners and anchors for watertight and leak-proof installation.

17. Sealant-Type Joints: Provide sealant-type joint where indicated. Form joints to conceal sealant. Comply with Division 7 Joint Sealants Section for sealant installation.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-11
B. Roofing Installation:

1. Install roofing plumb, true and in correct alignment with structural framing, in accordance with shop drawings and manufacturer’s printed installation instructions.

2. Install roofing using manufacturer’s concealed fastening system or noncorroding fasteners color-matched to panel.

3. Install trim using concealed fasteners where possible; sight-exposed noncorroding fasteners color-matched to trim are permitted on vertical surfaces only.

C. Installation Tolerances:

1. Variation from Plumb: Maximum 1/8" (3.2 mm) in 20 feet (6.096 m).

2. Variation from Level: Maximum 1/8" (3.2 mm) in 20 feet (6.096 m).

3. Variation from True Plane: Maximum 1/4" (3.2 mm) in 20 feet (6.096 m).

D. Underlayment Installation

1. Underlayment to be supplied by metal roof panel manufacturer.

2. Self-adhered High-Temperature Underlayment: Provide self-adhering, coldapplied, sheet underlayment, a minimum of 40 mils thick adhesive, with release-paper backing. Provide primer when recommended by underlayment manufacturer.

3. Thermal Stability: Stable after testing at 240 degree F; ASTM D1970.

4. Low-Temperature Flexibility: Passes after testing at minus 20 degree F; ASTM D1970.

5. Supplied by metal roof panel manufacturer.

E. Accessory Installation: Install accessories using techniques recommended by manufacturer and which will assure positive anchorage to building and weathertight mounting. Provide for thermal movement. Coordinate installation with flashings and other components

1. Substrate boards
a. General: As indicated in the Drawings
F. Flashing and Trim Installation: Comply with performance requirements, manufacturer’s written installation instructions, and the SMACNA “Architectural Sheet Metal Manual.” Provide concealed fasteners where possible, and install units to true level. Install work with laps, joints, and seams that will be permanently watertight.

G. Metal Roof Curbs: .063 minimum thickness welded aluminum, or 18 gauge minimum welded stainless steel, factory-insulated, with integral cricket, and designed to fit roof panel module, sized to meet specification.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION METAL ROOF PANELS CITY OF LOMITA 74113-12

3.04 FIELD QUALITY REQUIREMENTS
A. Site Tests: (Post-Installation Testing): Owner reserves right to perform postinstallation testing of installed metal panel installation.

3.05 CLEANING
A. Cleaning: Remove temporary coverings and protection of adjacent work areas.

B. Repair or replace damaged installed products.

C. Clean installed products in accordance with manufacturer’s instructions prior to Owner’s acceptance.

D. Remove construction debris from project site and legally dispose of debris.

E. Remove strippable coating and perform dry wipe-down cleaning of panels as erected.

3.06 PROTECTION
A. Protection: Protect installed product’s finish surfaces from damage during construction:

1. Protect installed products from damage by subsequent construction activities.

2. Replace products having damage other than minor finish damage.

3. Repair products having minor damage to finish in accordance with panel Manufacturer’s recommendation

4. Architect shall be sole judge of acceptability of repair to damaged finishes; replace products having rejected repairs

END OF SECTION
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ROOF DESIGN FOR APPIAN WAY PUMP STATION SHEET METAL FLASHING AND TRIM CITY OF LOMITA 07620-1
SECTION 07620

SHEET METAL FLASHING AND TRIM
PART 1: GENERAL

1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings and counter flashings.

B. Sealants for joints within sheet metal fabrications.

1.02 REFERENCE STANDARDS
A. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2013.

B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

D. ASTM D4586/D4586M - Standard Specification for Asphalt Roof Cement, AsbestosFree; 2007 (Reapproved 2012).

E. CDA A4050 - Copper in Architecture - Handbook; current edition.

F. SMACNA (ASMM) - Architectural Sheet Metal Manual; 2012.

1.03 SUBMITTALS
A. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening methods, flashings, terminations, and installation details.

1.04 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA (ASMM) and CDA A4050 requirements and standard details, except as otherwise indicated.

B. Maintain one copy of each document on site.

C. Fabricator and Installer Qualifications: Company specializing in sheet metal work with Five years of documented experience.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation.

Slope metal sheets to ensure drainage.

B. Prevent contact with materials that could cause discoloration or staining.

March 5, 2024, Reg. CC Mtg., Page # 114

ROOF DESIGN FOR APPIAN WAY PUMP STATION SHEET METAL FLASHING AND TRIM CITY OF LOMITA 07620-2
PART 2: PRODUCTS

3.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24 gage, (0.0239 inch) (0.61 mm) thick base metal.

B. Pre-Finished Galvanized Steel: ASTM A653/A653M, with G90/Z275 zinc coating; minimum 24 gage, (0.0239) inch (0.61 mm) thick base metal, shop pre-coated with PVDF coating.

1. PVDF (Polyvinylidene Fluoride) Coating: Superior Performance Organic Finish, AAMA 2605; multiple coat, thermally cured fluoropolymer finish system.

2. Color: As selected by Architect from manufacturer's custom colors.

3.02 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.

B. Primer: Zinc chromate type.

C. Protective Backing Paint: Zinc molybdate alkyd.

D. Sealant to be Concealed in Completed Work: Non-curing butyl sealant.

E. Sealant to be Exposed in Completed Work: 1; elastomeric sealant, 100 percent silicone with minimum movement capability of plus/minus 25 percent and recommended by manufacturer for substrates to be sealed; clear.

F. Plastic Cement: 1, Type I.

3.03 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.

B. Form pieces in longest possible lengths.

C. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners.

D. Form material with flat lock seams, except where otherwise indicated; at moving joints, use sealed lapped, bayonet-type or interlocking hooked seams.

E. Fabricate corners from one piece with minimum 18 inch (450 mm) long legs; seam for rigidity, seal with sealant.

F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form drip.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION SHEET METAL FLASHING AND TRIM CITY OF LOMITA 07620-3
PART 3: EXECUTION

3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets in place, and nailing strips located.

B. Verify roofing termination and base flashings are in place, sealed, and secure.

3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.

B. Install surface mounted reglets true to lines and levels, and seal top of reglets with sealant.

C. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mil (0.4 mm).

3.03 INSTALLATION
A. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted..

B. Apply plastic cement compound between metal flashings and felt flashings.

C. Fit flashings tight in place; make corners square, surfaces true and straight in planes, and lines accurate to profiles.

3.04 FIELD QUALITY CONTROL
A. Inspection will involve surveillance of work during installation to ascertain compliance with specified requirements.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 116

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-1
SECTION 07900

JOINT SEALERS
PART 1: GENERAL

1.01 SECTION INCLUDES
A. Sealants and joint backing.

1.02 REFERENCE STANDARDS
A. ASTM C834 - Standard Specification for Latex Sealants; 2014.

B. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012.

C. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014.

D. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2016.

E. ASTM D2240 - Standard Test Method for Rubber Property--Durometer Hardness; 2005 (Reapproved 2010).

F. SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition.

1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with other sections referencing this section.

1.04 SUBMITTALS
A. Product Data: Provide data indicating sealant chemical characteristics.

B. Manufacturer's Installation Instructions: Indicate special procedures.

1.05 QUALITY ASSURANCE
A. Maintain one copy of each referenced document covering installation requirements on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience.

C. Applicator Qualifications: Company specializing in performing the work of this section with minimum three years documented experience and approved by manufacturer.

1.06 MOCK-UP
A. Construct mock-up with specified sealant types and with other components noted.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-2
B. Mock-up may remain as part of the Work.

1.07 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.

1.08 WARRANTY
A. Correct defective work within a five year period after Date of Substantial Completion.

B. Warranty: Include coverage for installed sealants and accessories which fail to achieve airtight seal, exhibit loss of adhesion or cohesion, or do not cure.

PART 2: PRODUCTS

2.01 MANUFACTURERS
A. Gunnable and Pourable Sealants:

1. Adhesives Technology Corporation: www.atc.ws.

2. BASF Construction Chemicals-Building Systems:
www.buildingsystems.basf.com.

3. Bostik Inc: www.bostik-us.com.

4. ARDEX Engineered Cements: www.ardexamericas.com.

5. Dow Corning Corporation: www.dowcorning.com.

6. Hilti, Inc: www.us.hilti.com.

7. Momentive Performance Materials, Inc (formerly GE Silicones):
www.momentive.com.

8. Pecora Corporation: www.pecora.com.

9. The QUIKRETE Companies: www.quikrete.com.

10. Tremco Global Sealants: www.tremcosealants.com.

11. Sherwin-Williams Company: www.sherwin-williams.com.

12. Sika Corporation: www.usa-sika.com.

13. W.R. Meadows, Inc: www.wrmeadows.com.

2.02 SEALANTS
A. Sealants and Primers - General: Provide products having volatile organic compound (VOC) content as specified in Section 016116.

March 5, 2024, Reg. CC Mtg., Page # 118

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-3
B. General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25 minimum; Uses M, G, and A; single component.

1. Color: To be selected by CITY from manufacturer's standard range.

2. Applications: Use for:
a. Control, expansion, and soft joints in masonry.
b. Joints between concrete and other materials.
c. Joints between metal frames and other materials.
d. Other exterior joints for which no other sealant is indicated.

3. Polyurethane Products:
a. BASF Construction Chemicals-Building Systems; -:
www.buildingsystems.basf.com.
b. Sherwin-Williams Company; Stampede-1/-TX Polyurethane Sealant:
www.sherwin-williams.com.
c. Sherwin-Williams Company; Stampede 1H Hybrid Sealant:
www.sherwin-williams.com.
d. Sherwin-Williams Company; Stampede 2NS Polyurethane Sealant:
www.sherwin-williams.com.
e. Sika Corporation; Sikaflex-1a: www.usa-sika.com.
f. Sika Corporation; Sikaflex-15 LM: www.usa-sika.com.
g. Sika Corporation; Sikaflex-2c NS EZ Mix: www.usa-sika.com. h. Substitutions: Approved equal.

C. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C834, Type OP, Grade NF single component, paintable.

1. Color: To be selected by CITY from manufacturer's standard range.

2. Applications: Use for:
a. Interior wall and ceiling control joints.
b. Joints between door and window frames and wall surfaces. c. Other interior joints for which no other type of sealant is indicated.

March 5, 2024, Reg. CC Mtg., Page # 119

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-4

3. Products:
a. Sherwin-Williams Company; White Lightning 3006 Siliconized Acrylic Latex Caulk: www.sherwin-williams.com.
b. Sherwin-Williams Company; 850A Acrylic Latex Caulk: www.sherwinwilliams.com. c. Sherwin-Williams Company; 950A Siliconized Acrylic Latex Caulk:
www.sherwin-williams.com.
d. Sherwin-Williams Company; Bolt Quickdry Siliconized Acrylic Latex Caulk: www.sherwin-williams.com.
e. Sherwin-Williams Company; Powerhouse Siliconized Acrylic Latex Sealant: www.sherwin-williams.com.
f. Substitutions: Approved equal.

D. Nonsag Tamper-Resistant Sealant: ASTM C920, Grade NS, Class 12-1/2, Uses M, G, and A; single or multi- component.

1. Type: Polyurethane.

2. Color: To be selected by CITY from manufacturer's standard range.

3. Applications: Use for the following joints in secure areas. a. Interior wall and ceiling control joints.
b. Joints between door and window frames and wall surfaces. c. Other interior joints for which no other type of sealant is indicated.

4. Products:
a. Pecora Corporation; DynaFlex Flexible Polyurethane Security Sealant:
www.pecora.com.
b. Pecora Corporation; DynaFlex SC Polyurethane STPU Security Sealant:
www.pecora.com.
c. Substitutions: Approved equal.

E. Acoustical Sealant for Concealed Locations:

1. Composition: Acrylic latex emulsion sealant.

2. Applications: Use for concealed locations only:

March 5, 2024, Reg. CC Mtg., Page # 120

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-5
a. Sealant bead between top stud runner and structure and between bottom stud track and floor/concrete slab.

3. Products:
a. Hilti, Inc.; CP 506 Smoke and Acoustical Sealant: www.us.hilti.com. b. Hilti, Inc.; CP 572 Smoke and Acoustical Spray Sealant:
www.us.hilti.com.
c. Substitutions: Approved equal.

F. Self-leveling or Non-sag Silicone Sealant: ASTM D5893, Type S, Grade NS or P, Class 100/50 minimum; Uses T, A, G, M, O; single component, neutral curing, non-bleeding.

1. Color: To be selected by CITY from manufacturer's standard range.

2. Products:
a. Sika Corporation; Sikasil 728NS: www.usa-sika.com.
b. Sika Corporation; Sikasil 728SL: www.usa-sika.com.
c. Substitutions: Approved equal.

G. Nonsag Hybrid Silicone Sealant: ASTM C920, Type S, Grade NS, Class 50, Uses NT, A, G, M, O; single component, moisture-cured , non-sagging, non-bleeding.

1. Color: White .

2. Movement Capability: Plus 50 percent, minus 50 percent.

3. Products:
a. Sika Corporation; SikaHyflex-150 LM: www.usa-sika.com. b. Substitutions: Approved equal.

2.03 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit application.

B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials.

C. Joint Backing: Round foam rod compatible with sealant; ASTM D1667, closed cell PVC; oversized 30 to 50 percent larger than joint width.

D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.

March 5, 2024, Reg. CC Mtg., Page # 121

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-6
PART 3: EXECUTION

3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.

B. Verify that joint backing and release tapes are compatible with sealant.

3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.

B. Clean and prime joints in accordance with manufacturer's instructions.

C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193.

D. Protect elements surrounding the work of this section from damage or disfigurement.

E. Exposed Concrete Joints: Test joint filler in inconspicuous area of concrete. Verify specified product does not stain or discolor concrete.

3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.

B. Perform installation in accordance with ASTM C1193.

C. Perform acoustical sealant application work in accordance with ASTM C919.

D. Install bond breaker where joint backing is not used.

E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

F. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.

G. Tool joints concave.

H. Concrete Joint Filler: Install concrete joint filler per manufacturer's written instructions.

After joint filler is fully cured, shave joint filler flush with top of concrete.

3.04 CLEANING
A. Clean adjacent soiled surfaces.

3.05 PROTECTION
A. Protect sealants until cured.

March 5, 2024, Reg. CC Mtg., Page # 122

ROOF DESIGN FOR APPIAN WAY PUMP STATION JOINT SEALERS
CITY OF LOMITA 07900-7

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 123

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXHAUST VENTILATION FAN CITY OF LOMITA 15870-1
SECTION 15870

EXHAUST VENTILLATION FAN
PART 1: GENERAL

1.01 SCOPE OF WORK
Contractor shall furnish and install the roof mounted exhaust ventilation fan, thermostat, and all related electrical and controls as required herein and elsewhere to provide a complete working exhaust ventilation system.

1.02 REFERENCES
ANSI/AMCA 210 Laboratory Methods of Testing Fans for Rating.

ANSI/AMCA 330 Laboratory Methods of Testing In-Duct Sound Power Measurement Procedure for Fans.

ANSI/AFBMA 9 Ball Bearings, Load Ratings and Fatigue Life for.

ANSA/AFBMA 11 Roller Bearings, Load Ratings and Fatigue Life for.

AMCA 300 Test Code for Sound Rating.

AMCA 301 Methods for Calculating Fan Sound Ratings from Laboratory Test Data.

NEC National Electric Code
NEMA National Electric Manufacturers Association
UBC Uniform Building Code
UL Underwriter's Laboratories, Inc.

1.03 SUBMITTALS
A. Product catalogue cut sheets indicating selected size, application, materials of construction, and options.

B. Manufacturer’s installation instructions.

C. Operation and Maintenance information in accordance with Section 01730 “Operating and Maintenance Manual”.

D. Submit in accordance with Front End documents.

PART 2: MATERIALS

2.01 ROOF VENTILLATION FAN
A. The direct drive centrifugal roof exhaust fan shall have the following performance:
2,500 cfm @ 0.125 SP, 3/4 hp, 1495 RPM, 115 volts, 60 hertz single phase motor.

March 5, 2024, Reg. CC Mtg., Page # 124

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXHAUST VENTILATION FAN CITY OF LOMITA 15870-2
B. Fans shall be listed by UL and rated in accordance with AMCA and bear the AMCA certified rating seal.

C. The fan housing shall be constructed of spun aluminum. The fan wheels shall be backward inclined, centrifugal type (non-overloading) and constructed of aluminum. The fan shall be provided with single piece windband. Each wheel shall be statically and dynamically balanced. The bearing and drive components shall be isolated from the air stream. The motor cover shall be easily removed for service.

D. Motors shall be located out of the air stream with a aluminum motor cover. Fan shafts shall be ground, and polished steel sized so that the first critical speed is at least 25% over the maximum operating speed. The unit shall be provided with heavy duty pillow block bearings that are 100% factory tested and are designed for all handling applications with a minimum (L50) life more than of 500,000 hours.

E. The drive shall be sized for a minimum of 150% of drive horsepower. The unit shall be provided with a NEMA 1 disconnect switch. A disconnect device/switch shall be factory installed and wired from the fan motor to the motor compartment.

F. The unit shall be coated per the manufacturer’s recommendations.

2.02 CONTROL
A. Ventilator shall be controlled by a remote programable thermostat.

B. If thermostat location is not shown on Plans, Contractor shall propose a location, submit, and obtain approval for the location at no additional cost.

2.03 PAINTING
Paint exposed surfaces of fans per Section 09900, “Painting and Coating”.

2.04 ACCEPTABLE MANUFACTURERS
Greenheck Model No. 140 CUBE
Approved equivalent
PART 3: EXECUTION

3.01 DELIVERY, STORAGE AND HANDLING
A. Deliver materials in manufacturer’s original unopened containers and packaging, with labels clearly indicating manufacturer, material, products included and location of installation.

B. Store materials in a dry area indoors, protected from damage and in accordance with manufacturer’s instructions. For long term storage follow manufacturer’s installation, operations, and maintenance manual.

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ROOF DESIGN FOR APPIAN WAY PUMP STATION EXHAUST VENTILATION FAN CITY OF LOMITA 15870-3
C. Handle and lift fans in accordance with the manufacturer’s instructions. Protect materials and finishes during handling and installation to prevent damage. Follow all safety warning posted by the manufacturer.

D. Protect equipment from dust and atmospheric exposure.

E. Provide temporary closures for equipment openings designed for air flow.

3.02 EXAMINATION
A. Take measurements and verify dimensions to ascertain fit of installation.

B. Ascertain that support and openings are correctly located.

3.03 PREPARATION
Before installation remove dust and debris from equipment and ducts. During installation and until equipment is operated, protect equipment and ducts from dust and debris by covering openings.

3.04 INSTALLATION
A. Adjust alignment of ducts where necessary to resolve conflicts with architectural features or to resolve conflicts with the work of other trades.

B. Install and wire unit fans and controls in accordance with manufacturer's recommendations.

3.05 FIELD QUALITY CONTROL
A. Test equipment and installation to verify that tightness, operation, and unit vibration is within manufacturer's submitted limits.

B. Test equipment performance for air flow.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 126

APPIAN WAY ROOF REPLACEMENT GENERAL ELECTRICAL REQUIREMENTS CITY OF LOMITA 16010-1
SECTION 16010

GENERAL ELECTRICAL REQUIREMENTS
PART 1 - GENERAL

1.01 DESCRIPTION
A. This section includes general requirements for materials and installation of the electrical system.

B. The Contractor shall furnish all labor, supervision, tools, equipment, and materials necessary for a tested and working electrical system as indicated on the Plans and hereinafter specified. All systems shall be electrically connected into a complete and fully operational and tested system made ready for satisfactory use. The electrical system shall include all items not specifically mentioned in these Specifications or indicated on the Drawings or accepted Shop Drawings, but which are obviously necessary to make a complete working installation, at no additional cost to the Owner C. The electrical plans are diagrammatic, approximately to scale. However, they shall not be used for exact locations. The Contractor shall verify all dimensions from the detailed drawings and approved shop drawings and shall coordinate these dimensions with the actual field conditions. Actual distances, locations, and elevations shall be governed by field conditions.

1.02 SUBMITTALS
A. Complete fabrication, assembly, and installation drawings; wiring and schematic diagrams; and details, specifications, and data covering the materials used and the parts, devices, and accessories forming a part of the equipment furnished shall be submitted in accordance with the submittal section.

B. Submittal data shall be grouped and submitted in three separate stages. The submittal for each stage shall be substantially complete. Individual drawings and data sheets submitted at random intervals will not be accepted for review. Equipment tag numbers indicated on the contract drawings shall be referenced in submittals where applicable. Submittal data for multifunctional instruments shall include complete descriptions of the intended functions and configurations of the instruments.

1. First-Stage Submittal:
a. Product catalog cut sheets clearly marked to show the model number, optional features, and intended service of the device; and b. A detailed list of any exceptions, functional differences, or discrepancies between the supplier’s proposed system and the contract requirements.

2. Second-Stage Submittal:
a. Complete panel fabrication drawings and details of panel wiring, piping, and painting. Panel and subpanels drawings shall include overall dimensions, metal thickness, door swing, mounting details, and front of panel March 5, 2024, Reg. CC Mtg., Page # 127

APPIAN WAY ROOF REPLACEMENT GENERAL ELECTRICAL REQUIREMENTS CITY OF LOMITA 16010-2
arrangement to show general appearance, with spacing and mounting height of instruments and control devices.
b. System wiring and installation drawings for all interconnection wiring between components of the systems furnished and for all interconnecting wiring between the related equipment and the equipment furnished under this section. Wiring diagrams shall show complete circuits and indicate all connections.
c. If panel terminal designations, device interconnections, device features and options, or other features are modified as a result of the fabrication process or factory testing, revised drawings shall be resubmitted. d. At the supplier’s option and for projects with very few fabrication drawings, the first-stage and second-stage submittals may be combined.

3. Third-Stage Submittal:
a. Complete system documentation, in the form of operation and maintenance manuals, shall be provided. Manuals shall include complete product instruction books for each item of equipment furnished. b. Where instruction booklets cover more than one specific model or range of instrument, product data sheets shall be included which indicate the instrument model number, calibrated range, and all other special features. A complete set of “as-built” wiring, fabrication, and interconnection drawings shall be included with the manuals.

C. Submit AutoCAD (latest version) format digital drawing files for all shop drawings in addition to hard copy requirements.

D. Short Circuit, Coordination and Arc Flash Study Report

1.03 REGULATORY AGENCIES AND STANDARDS
A. Regulatory Agencies: Installations, materials, equipment, and workmanship shall conform to the applicable provisions of the following agencies (latest version):

1. American National Standards Institute (ANSI)

2. American Society of Testing and Materials (ASTM)

3. Institute of Electrical and Electronics Engineers (IEEE)

4. Insulated Cable Engineers Association (ICEA)

5. International Electrical Testing Association (NETA)

6. National Electrical Contractors Association (NECA)

7. National Electrical Manufacturers Association (NEMA)

8. National Fire Protection Association (NFPA)

9. State Department of Industrial Safety (CAL/OSHA)
March 5, 2024, Reg. CC Mtg., Page # 128

APPIAN WAY ROOF REPLACEMENT GENERAL ELECTRICAL REQUIREMENTS CITY OF LOMITA 16010-3

10. Underwriters’ Laboratories (UL)
a. Materials, appliances, equipment, and devices shall conform to the applicable UL standards. The label of, or listing by UL is required wherever applicable.

11. Local authorities having lawful jurisdiction pertaining to the work required.

B. Standards: Where referenced in these specifications or on the drawings, the latest publications and standards shall apply:

1. NFPA 70 National Electrical Code (NEC)

2. California Building Code (CBC)
C. In case of difference between the building codes, Drawings, Specifications, state law, local ordinances, industry standards, utility company regulations, fire insurance carrier’s requirements, and the Contract Documents, the most stringent shall govern.

The Contractor shall promptly notify the Engineer in writing of such differences.

1.04 QUALITY ASSURANCE
A. Materials, appliances, equipment, and devices shall conform to the applicable Underwriters’ Laboratories, Inc. (UL) standards. The label of, or listing by, UL is required for all electrical equipment.

B. Installation of all electrical work shall be in conformance with the requirements specified herein and the latest edition, at the time of bid, of the following:

1. NFPA 70, National Electrical Code (NEC)

2. State of California Construction Safety Order (CAL/OSHA)

3. ANSI C2, National Electrical Safety Code (NESC)

4. Applicable codes of local authorities having lawful jurisdiction pertaining to the work required.

1.05 WARRANTIES
A. Prior to final payment, compile manufacturer’s written warranties for each major piece of equipment and develop a summary table identifying the date the piece of equipment were turned over to the Owner and the date the warranty expires. Include warranties and summary table with warranty letter to the Owner.

PART 2 - PRODUCTS

2.01 GENERAL
A. All materials and equipment shall be suitable for the location for which they are installed in.

B. Similar materials and equipment shall be the product of a single manufacturer.

C. Provide only products which are new, undamaged, and in the original cartons or containers.

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APPIAN WAY ROOF REPLACEMENT GENERAL ELECTRICAL REQUIREMENTS CITY OF LOMITA 16010-4
D. Materials and equipment shall be the standard products of manufacturers regularly engaged in the production of such materials and shall be the manufacturer’s current design.

E. Materials and equipment shall be suitable for storage, installation, and operation in an ambient of 0°C to 50°C except where more stringent conditions are stated in individual equipment specifications.

F. Electrical equipment and panels shall be factory finished with manufacturer’s standard primer and enamel topcoats, unless stated otherwise in the individual equipment specifications. Provide 1 pint of the equipment manufacturer’s touchup paint per 500 square feet of painted surface for repair of damaged enamel topcoats.

2.02 OPERATION, MAINTENANCE, AND REPAIR MANUALS
A. The organization of the initial submittals as required by these contract documents shall be compatible to eventual inclusion as one volume of the operation, maintenance, and repair manuals.

B. Prepare and submit to the Engineer six copies of operation manuals for preliminary review. When the Engineer is satisfied that these are complete and properly prepared, six final sets shall be delivered to the Owner.

C. The complete operation manual shall contain all the information included in the preliminary equipment submittal, the detailed installation submittal, programming instructions, instructions for ordering replacement parts, and the additional information required herein, all bound in hard-cover binders and arranged for convenient use including tab sheets, all indexed and cross referenced, and all final asbuilt drawings.

D. The operation manuals shall contain:

1. Operating instructions written for the benefit of plant operating personnel for normal operational conditions;

2. Calibration and maintenance instructions;

3. Troubleshooting instructions; and

4. Instructions for ordering replacement parts.

2.03 AS-BUILT DRAWINGS
A. As-built drawings shall be submitted at the completion of work, which depict the final configuration of all installed equipment. All shop drawings shall be updated by the originator to “as-built” status. As-built drawings shall be provided to the Owner in both hard copy and digital formats. Digital format shall be AutoCAD (latest edition).

B. The Contractor shall clearly indicate on as-built plans the following information:

1. Locations and routing of all underground conduits exactly as installed.

2. Forming, cabling, and identification of all power and control circuits within pull boxes and terminal boxes.

3. All changes and/or deviations in locations, routing, or dimensions or additions to any part of the electrical work.

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APPIAN WAY ROOF REPLACEMENT GENERAL ELECTRICAL REQUIREMENTS CITY OF LOMITA 16010-5

4. Interior views of each pull box identifying each conduit entrance by conduit number.

5. Complete and accurate wiring, schematic, and interconnecting wiring diagrams for all equipment supplied and all work performed.

PART 3 - EXECUTION

3.01 INSTALLATION
A. The drawings indicate connections for typical equipment only. If the equipment furnished is different from what is shown, provide the modifications necessary for a safe and properly operating installation in accordance with the equipment manufacturer’s recommendations.

B. The drawings indicate diagrammatically the desired location and arrangement of outlets, conduit runs, equipment, and other items. Field determine exact location based on physical size and arrangement of equipment, finished elevations, and obstructions.

C. Work or equipment not indicated or specified which is necessary for the complete and proper operation of the electrical systems shall be accomplished without additional cost to the Owner.

3.02 PERFORMANCE TESTS
After the electrical installation is complete, test it to demonstrate that the entire system is in proper working order and in accordance with the drawings and specifications. • Equipment start-up and performance test requirements are provided in the Special Provisions.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 131

ROOF DESIGN FOR APPIAN WAY PUMP STATION BASIC ELECTRICAL MATERIALS AND METHODS CITY OF LOMITA 16050-1
SECTION 16050

BASIC ELECTRICAL MATERIALS AND METHODS
PART 1 - GENERAL

1.01 SUMMARY
Includes conduit and equipment supports, nameplates, anchors, fasteners, wire markers, wall switches, and wall plates.

1.02 SYSTEM DESCRIPTION
A. Identify Electrical components as follows:

1. Nameplate for each electrical distribution and control equipment enclosure.

2. Wire marker on both ends of each conductor at panelboard gutters, pull boxes, and outlet and junction boxes.

1.03 SUBMITTALS
A. Product Data: Submit manufacturer's catalog information for each wiring device.

B. Product Data: Submit catalog data showing products with specified features.

C. Product Data: Submit dimensions, ratings, and performance data.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.01 INSTALLATION
A. Drawings are diagrammatic only. Do not scale the electrical drawings for locations of any electrical, architectural, structural, civil, or mechanical items or features.

B. Locate and install anchors, fasteners, and supports in accordance with NECA-1 "Standard Practice of Good Workmanship in Electrical Construction." C. Fabricate supports from nonmetallic members whenever possible. If loads warrant steel support, corrosion resistant stainless-steel members shall be used.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 132

ROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-1
SECTION 16073

HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL

1.01 SUMMARY
A. Section includes:

1. Hangers and supports for electrical equipment and systems.

2. Construction requirements for concrete bases and equipment pads.

1.02 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design supports for multiple raceways, including comprehensive engineering analysis by a qualified Professional Engineer, using performance requirements and design criteria indicated.

B. Design supports for multiple raceways capable of supporting combined weight of supported systems and its contents.

C. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components.

D. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed for this Project, with a minimum structural safety factor of five times the applied force.

1.03 ACTION SUBMITTALS
A. Product Data: For steel slotted support systems.

B. Shop Drawings: Show fabrication and installation details and include calculations for the following:

1. Trapeze hangers: Include Product Data for components.

2. Steel slotted channel systems: Include Product Data for components.

3. Equipment supports.

1.04 INFORMATIONAL SUBMITTALS
A. Welding certificates
March 5, 2024, Reg. CC Mtg., Page # 133

ROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-2

1.05 QUALITY ASSURANCE
A. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."
B. Comply with NFPA 70.

C. Seismic-Restraint to comply with latest IBC.

PART 2 - PRODUCTS

1.01 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS
A. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated components for field assembly.

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following or equal:
a. Allied Tube & Conduit
b. Cooper B-Line, Inc.; a division of Cooper Industries c. Thomas & Betts Corporation
d. Unistrut; Tyco International, Ltd.

3. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4.

4. Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFMA-4.

5. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4.

6. Channel Dimensions: Selected for applicable load criteria.

B. Raceway and Cable Supports: As described in NECA 1 and NECA 101.

C. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported.

D. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for nonMarch 5, 2024, Reg. CC Mtg., Page # 134

ROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-3
armored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be malleable iron.

E. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized.

F. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following:

G. Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used.

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Hilti Inc.
b. ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. c. MKT Fastening, LLC.
d. Simpson Strong-Tie Co., Inc.; Masterset Fastening Systems Unit H. Mechanical-Expansion Anchors: Insert-wedge-type, stainless steel, for use in hardened concrete with tension, shear, and pullout capacities appropriate for supported loads and building materials in which used.

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Cooper B-Line, Inc.; a division of Cooper Industries b. Hilti Inc.
c. ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. d. MKT Fastening, LLC.

I. Concrete Inserts: Steel or malleable-iron, slotted support system units similar to MSS Type 18; complying with MFMA-4 or MSS SP-58.

J. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element.

K. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325.

March 5, 2024, Reg. CC Mtg., Page # 135

ROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-4
L. Toggle Bolts: All-steel springhead type.

M. Hanger Rods: Threaded steel.

1.02 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES
A. Description: Welded or bolted, structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment.

PART 3 - EXECUTION

1.01 APPLICATION
A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter.

B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway:

Space supports for RMC as required by NFPA 70. Minimum rod size shall be 1/4 inch in diameter.

C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits.

1. Secure raceways and cables to these supports with two-bolt conduit.

1.02 SUPPORT INSTALLATION
A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article.

B. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb.

C. Mounting and Anchorage of Surface-Mounted Equipment and Components:

Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code:

1. To Wood: Fasten with lag screws or through bolts.

2. To New Concrete: Bolt to concrete inserts.

3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units.

4. To Existing Concrete: Expansion anchor fasteners.

March 5, 2024, Reg. CC Mtg., Page # 136

ROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-5

5. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standardweight concrete 4 inches thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less than 4 inches thick.

6. To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and nuts.

7. To Light Steel: Sheet metal screws.

8. Items Mounted on Hollow Walls and Nonstructural Building Surfaces:

Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slottedchannel racks attached to substrate by means that meet seismic-restraint strength and anchorage requirements.

D. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars.

1.03 INSTALLATION OF FABRICATED METAL SUPPORTS
A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment.

B. Field Welding: Comply with AWS D1.1/D1.1M.

1.04 PAINTING
A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces.

1. Apply paint by brush or spray to provide minimum dry film thickness of

2.0 mils.

B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 137

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-1
SECTION 16075

ELECTRICAL IDENTIFICATION
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Identification for raceways

2. Identification of conductors and cables

3. Underground-line warning tape

4. Warning labels and signs

5. Instruction signs

6. Equipment identification labels

7. Miscellaneous identification products

1.02 SYSTEM DESCRIPTION
A. Identify Electrical components as follows:

1. Nameplate for each electrical distribution and control equipment enclosure.

2. Wire marker on both ends of each conductor at panelboard gutters, pull boxes, and outlet and junction boxes.

1.03 REFERENCES
29 CFR 1910.144 Safety Color Code for Marking Physical Hazards 29 CFR 1910.145 Specifications for Accident Prevention Signs and Tags ANSI A13.1 Scheme for the Identification of Piping Systems ANSI Z535.1 Safety Colors
ANSI Z535.2 Environmental and Facility Safety Signs
ANSI Z535.3 Criteria for Safety Symbols
ANSI Z535.4 Product Safety Signs and Labels
ANSI Z535.5 Safety Tags and Barricade Tapes (for Temporary Hazards) March 5, 2024, Reg. CC Mtg., Page # 138

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-2
UL 969 Marking and Labeling Systems

1.04 ACTION SUBMITTALS
Product Data: For each electrical identification product indicated.

1.05 QUALITY ASSURANCE
A. Comply with ANSI A13.1.

B. Comply with NFPA 70.

C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.

D. Comply with ANSI Z535.4 for safety signs and labels.

E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969.

PART 2 - PRODUCTS

2.01 NAMEPLATES
A. Product Description: Engraved three-layer laminated plastic nameplate, white letters on black background.

B. Letter Size:

1. 1/8 inch letters for identifying individual equipment and loads.

2. 1/4 inch letters for identifying grouped equipment and loads.

2.02 POWER RACEWAY IDENTIFICATION MATERIALS
A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway size.

B. Colors for Raceways Carrying Circuits at 600 V or Less:

1. Black letters on an orange field.

2. Legend: Indicate voltage and system or service type.

C. Self-Adhesive Vinyl Labels for Raceways Carrying Circuits at 600 V or Less: Preprinted, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label.

D. Snap-Around Labels for Raceways Carrying Circuits at 600 V or Less: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeve, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

March 5, 2024, Reg. CC Mtg., Page # 139

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-3
E. Snap-Around, Color-Coding Bands for Raceways Carrying Circuits at 600 V or Less:

Slit, pretensioned, flexible, solid-colored acrylic sleeve, 2 inches long, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

F. Write-On Tags: Polyester tag, 0.015 inch thick, with corrosion-resistant grommet and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer.

2. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker recommended by printer manufacturer.

2.03 ARMORED AND METAL-CLAD CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size.

B. Cable identification shall be placed at each end of the cable.

C. Colors for Raceways Carrying Circuits at 600 V and Less:

1. Black letters on an orange field.

2. Legend: Indicate voltage and system or service type.

D. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weatherand chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label.

E. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; 2 inches wide; compounded for outdoor use.

2.04 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS
A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size.

B. Cable identification shall be placed at each end of the cable.

C. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weatherand chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label.

D. Write-On Tags: Polyester tag, 0.015 inch thick, with corrosion-resistant grommet and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer.

2. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker recommended by printer manufacturer.

March 5, 2024, Reg. CC Mtg., Page # 140

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-4
E. Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeve, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

F. Snap-Around, Color-Coding Bands: Slit, pretensioned, flexible, solid-colored acrylic sleeve, 2 inches long, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

2.05 CONDUCTOR IDENTIFICATION MATERIALS
A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide.

B. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weatherand chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label.

C. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process.

D. Wire Markers: Tubing type wire markers with circuit or control wire number permanently stamped or printed.

E. Write-On Tags: Polyester tag, 0.015 inch thick, with corrosion-resistant grommet and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer.

2. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker recommended by printer manufacturer.

2.06 FLOOR MARKING TAPE
2-inch wide, 5-mil pressure-sensitive vinyl tape, with black and white stripes and clear vinyl overlay.

2.07 UNDERGROUND-LINE WARNING TAPE (NOT APPLICABLE)

2.08 WARNING LABELS AND SIGNS
A. Comply with NFPA 70 and 29 CFR 1910.145.

B. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment unless otherwise indicated.

C. Baked-Enamel Warning Signs:

1. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application.

2. 1/4-inch grommets in corners for mounting.

March 5, 2024, Reg. CC Mtg., Page # 141

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-5

3. Nominal size, 7 by 10 inches.

D. Metal-Backed, Butyrate Warning Signs:

1. Weather-resistant, nonfading, preprinted, cellulose-acetate butyrate signs with

0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application.

2. 1/4-inch grommets in corners for mounting.

3. Nominal size, 10 by 14 inches.

E. Warning label and sign shall include, but are not limited to, the following legends:

1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES."

2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA

IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES."

3. Arc-flash warning signs and protective PPE requirement if any.

2.09 INSTRUCTION SIGNS
A. Coordinate this article with Drawings.

B. Engraved, laminated acrylic or melamine plastic, minimum 1/16 inch thick for signs up to 20 sq. inches and 1/8 inch thick for larger sizes.

1. Engraved legend with black letters on white face.

2. Punched or drilled for mechanical fasteners.

3. Framed with mitered acrylic molding and arranged for attachment at applicable equipment.

C. Adhesive Film Label: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch.

D. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label.

2.10 EQUIPMENT IDENTIFICATION LABELS
A. Adhesive Film Label with Clear Protective Overlay: Machine printed, in black, by thermal transfer or equivalent process. Minimum letter height shall be 3/8 inch. Overlay shall provide a weatherproof and UV-resistant seal for label.

B. Self-Adhesive, Engraved, Laminated Acrylic or Melamine Label: Adhesive backed, with white letters on a dark-gray background. Minimum letter height shall be 3/8 inch.

March 5, 2024, Reg. CC Mtg., Page # 142

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-6
C. Stenciled Legend: In nonfading, waterproof, black ink or paint. Minimum letter height shall be 1 inch.

2.11 MISCELLANEOUS IDENTIFICATION PRODUCTS
A. Paint: Comply with requirements in painting Sections for paint materials and application requirements. Select paint system applicable for surface material and location (exterior or interior).

B. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment.

B. Cable and wire identification shall be placed at each end for each section of the cable or wire.

C. Apply identification devices to surfaces that require finish after completing finish work.

D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device.

E. Attach signs and plastic labels that are not self-adhesive type with mechanical fasteners appropriate to the location and substrate.

F. System Identification Color-Coding Bands for Raceways and Cables: Each colorcoding band shall completely encircle cable or conduit. Place adjacent bands of twocolor markings in contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors, at 50-foot maximum intervals in straight runs, and at 25- foot maximum intervals in congested areas.

G. Underground-Line Warning Tape: During backfilling of trenches install continuous underground-line warning tape directly above line at 6 to 8 inches below finished grade. Use multiple tapes where width of multiple lines installed in a common trench exceeds 16 inches overall.

H. Painted Identification: Comply with requirements in painting Sections for surface preparation and paint application.

3.02 IDENTIFICATION SCHEDULE
A. Accessible Raceways and Metal-Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A, and 120V to ground: Install labels at 10-foot maximum intervals.

March 5, 2024, Reg. CC Mtg., Page # 143

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-7
B. Accessible Raceways and Cables within Buildings: Identify the covers of each junction and pull box of the following systems with self-adhesive vinyl labels with the wiring system legend and system voltage. System legends shall be as follows:

1. Emergency Power.

2. Power.

3. UPS.

C. Power-Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and handholes, use color-coding conductor tape to identify the phase.

1. Color-Coding for Phase and Voltage Level Identification, 600 V or Less:

Use colors listed below for ungrounded feeder and branch-circuit conductors. a. Colors for 208-240/120V Circuits:
i. Phase A: Black.
ii. Phase B: Red.
iii. Neutral: White.
b. Colors for 208/120V Circuits:
i. Phase A: Black.
ii. Phase B: Red.
iii. Phase C: Blue.
iv. Neutral: White.
c. Color shall be factory applied for size 8 AWG and smaller. Color shall be factory applied or field applied for sizes larger than 8 AWG. d. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum distance of 6 inches from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings.

D. Install instructional sign including the color code for grounded and ungrounded conductors using adhesive-film-type labels.

E. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control, and signal connections.

1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. Identify by system and circuit designation.

March 5, 2024, Reg. CC Mtg., Page # 144

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-8

2. Use system of marker tape designations that is uniform and consistent with system used by manufacturer for factory-installed connections.

3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual.

F. Workspace Indication: Install floor marking tape to show working clearances in the direction of access to live parts. Workspace shall be as required by NFPA 70 and 29 CFR 1926.403 unless otherwise indicated. Do not install at flush-mounted panelboards and similar equipment in finished spaces.

G. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting:

Self-adhesive warning labels or Baked-enamel warning signs.

1. Comply with 29 CFR 1910.145.

2. Identify system voltage with black letters on an orange background.

3. Apply to exterior of door, cover, or other access.

4. For equipment with multiple power or control sources, apply to door or cover of equipment including, but not limited to, the following:
a. Power transfer switches.
b. Controls with external control power connections.

H. Operating Instruction Signs: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation.

I. Emergency Operating Instruction Signs: Install instruction signs with white legend on a red background with minimum 3/8-inch high letters for emergency instructions at equipment used for power transfer.

J. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, central or master units, control panels, control stations, terminal cabinets, and racks of each system. Systems include power, lighting, control, communication, signal, monitoring, and alarm systems unless equipment is provided with its own identification.

1. Labeling Instructions:
a. Indoor Equipment: Self-adhesive, engraved, laminated acrylic or melamine label. Unless otherwise indicated, provide a single line of text with 1/2- inch high letters on 1-1/2-inch high label; where two lines of text are required, use labels 2 inches high. b. Outdoor Equipment: Engraved, laminated acrylic or melamine label or stenciled legend 4 inches high.

March 5, 2024, Reg. CC Mtg., Page # 145

ROOF DESIGN FOR APPIAN WAY PUMP STATION ELECTRICAL IDENTIFICATION CITY OF LOMITA 16075-9
c. Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor. d. Unless provided with self-adhesive means of attachment, fasten labels with appropriate mechanical fasteners that do not change the NEMA or NRTL rating of the enclosure.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 146

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-1
SECTION 16120

LOW VOLTAGE WIRE AND CABLE
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. Building wires and cables rated 600 volts and less.

2. Connectors, splices, and terminations rated 600 volts and less.

3. Low voltage control cabling.

4. Control circuit conductors.

5. Shielded VFD power cable.

1.02 RELATED SECTIONS
Section 16010 General Electrical Requirements
Section 16130 Raceways and Boxes
Section 17010 Instrumentation and Controls Systems

1.03 REFERENCES
ANSI/UL 62 Flexible Cord and Fixture Wire
ANSI/UL 510 Insulating Tape
ASTM B3 Soft or Annealed Copper Wire
ASTM B8 Concentric-Lay-Stranded Copper Conductors, Hard, MediumHard or Soft NECA 1 Standard Practice of Good Workmanship in Electrical Construction
NEMA WC 5 Thermoplastic Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy
NEMA WC 55 Instrumentation Cables and Thermocouple Wire NEMA WC 57 Control Cables
NEMA WC 70 Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy
UL 83 Thermoplastic-Insulated Wires and Cables
March 5, 2024, Reg. CC Mtg., Page # 147

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-2
UL 486A-486B Wire Connectors
UL 486D Sealed Wire Connector Systems

1.04 ACTION SUBMITTALS
Product Data: For each conductor or cable type, indicate insulation material, conductor material, voltage rating, manufacturer and other data pertinent to the specific cable, such as type of shielding, number of conductors, and applicable standards.

1.05 INFORMATIONAL SUBMITTALS
A. Source quality-control reports.

B. Field quality control reports

1.06 CONDUCTOR APPLICATION
A. Unless otherwise indicated, all conductors shall be stranded copper.

B. Minimum Conductor Sizes:

1. Power and Lighting Circuit Conductors: 12 AWG.

2. Control Circuit Conductors:
a. Class 1 remote-control and signal circuits: 14 AWG.
b. Class 2 low-energy, remote-control, and signal circuits: 16 AWG. c. Class 3 low-energy, remote-control, alarm, and signal circuits: 12 AWG.

C. Feeders and Branch Circuits in Underground Conduit or concealed in ceilings, walls, partitions, and crawlspaces: Type THHN-2/THWN-2, single conductors in raceway.

D. Exposed Feeders and Branch Circuits: Type XHHW-2, single conductors in raceway, Armored cable (Type AC), Metal-clad cable (Type MC), and Nonmetallic-sheathed cable (Type NM).

E. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless-steel, wire-mesh, strain relief device at terminations to suit application.

F. GROUNDING: COMPLY WITH REQUIREMENTS IN SECTION 16060 "GROUNDING AND BONDING."

1.07 QUALIFICATIONS
A. Company specializing in manufacturing products specified in this section with a minimum of 3 years documented experience.

March 5, 2024, Reg. CC Mtg., Page # 148

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-3
PART 2 - PRODUCTS

2.01 POWER CIRCUIT WIRE AND CABLE
A. Wire and cable shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Copper Conductors: Comply with NEMA WC 70/ICEA S-95-658.

C. Conductor Insulation: Comply with NEMA WC 70/ICEA S-95-658 and UL 83 for Type THHN-2/THWN-2.

D. Multiconductor Cable: Comply with NEMA WC 70/ICEA S-95-658 for armored cable, metal-clad cable, and nonmetallic-sheathed cable with ground wire.

E. Acceptable Manufacturers: Subject to compliance with requirements, provide power circuit wire and cable by one of the following, or approved equal:

1. General Cable

2. Houston Wire & Cable Company

3. Okonite

4. Southwire

2.02 CONTROL CIRCUIT CONDUCTORS
A. General: Control Circuit Conductors shall be stranded copper, 600 volts, Type TC rated for cable tray use. Cable shall be UL listed.

B. Multi-Conductor Control Cable: Cable shall consist of multi-conductor 14 AWG colorcoded copper conductors, type MC, cross-linked polyethylene (XLPE) insulation, listed for cable tray use, 90°C continuous rating, 130°C emergency rating, rated 600 volts, aluminum sheath, sunlight resistant, for cable tray use.

C. Comply with UL 44.

D. Acceptable Manufacturers: Subject to compliance with requirements, provide control circuit conductors by one of the following, or approved equal:

1. Okonite, C-L-X Okoseal

2. Belden CDT

2.03 LOW VOLTAGE SIGNAL CABLE
A. Signal cable shall be provided for instrument signal transmission, alarm, communication and any circuit operating at less than 100 volts. Cables shall be color coded black and white (or clear) for pairs or black, white and red for triads. Circuit shielding shall be provided in addition to cable shielding. Circuits for type a and b signals as specified in Section 17010, shall be provided in compliance with the instrument manufacturer’s recommendations.

B. Single Analog Signal Cable: Cable shall consist of one pair or triad, 16 AWG conductors with 15 mils of 90 degree C polyvinylchloride (PVC) insulation, 4 mils March 5, 2024, Reg. CC Mtg., Page # 149

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-4
nylon conduit or jacket, twisted on a 2-inch lay, and covered with a 100 percent 1.35 mil aluminum-Mylar tape shield with 20 AWG 7-strand tinned copper drain wire and a 45 mil PVC jacket overall. Cable shall have corrugated aluminum sheath, be UL listed, Type TC, rated 300 volts.

C. Multiple Analog Signal Cable: Cable shall consist of four or more pairs or triads which are made up of 16 AWG conductors with 15 mils of 90 degree C PVC insulation, 4 mils nylon jacket, twisted on a staggered lay 1-1/2 to 2-1/2 inches, and covered with a 100 percent 1.35 mil aluminum-Mylar tape shield with 22 AWG 7- strand tinned copper drain wire. Overall cable shield shall be 2.35 mil aluminumMylar tape with a 20 AWG 7-strand tinned copper drain wire. Cable shall have corrugated aluminum sheath, be UL listed, Type TC, 300 volts.

D. Acceptable Manufacturers: Subject to compliance with requirements, provide low voltage signal cable by one of the following, or approved equal:

1. Okonite, C-L-X Okoseal, TYPE P-OS/SP-OS rated 105C for CT

2. Belden CDT

2.04 SHIELDED VFD POWER CABLE (N/A)

2.05 CONNECTORS AND SPLICES
A. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated.

B. Solid Conductors: use 3M "Scotchlok", Ideal "Super Nut," Buchanan B-Cap, or equal.

C. Stranded Conductors No. 8 and Larger: Use T & B "Lock-Tie" connectors, Burndy Versitaps and heavy-duty connectors, O.Z. solderless connectors, or equal.

D. Control Wiring: Use crimp connectors with tools by same manufacturer and/or UL listed for connectors of all stranded conductors.

E. Retighten bolt-type connectors 24 to 48 hours after initial installation and before taping. Tape connections made with noninsulated-type connectors with rubber type tape, one and one-half times the thickness of the conductor insulation, then cover with Scotch 33 tape.

PART 3 - EXECUTION

3.01 EXAMINATION
According to BICSI ITSIMM, telecommunications cables should be tested on receipt. Lowvoltage wires and cables do not normally require testing before installation.

A. Test cables on receipt at Project site.

March 5, 2024, Reg. CC Mtg., Page # 150

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-5

3.02 PREPARATION
A. Remove debris and moisture from the conduits, boxes, and cabinets prior to cable installation.

B. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values.

3.03 INSTALLATION
A. Comply with NECA 1 and NFPA 70.

B. All wire and cable shall be installed in raceway unless otherwise noted. Complete raceway installation between conductor and cable termination points according to Section 16130 "Raceways and Boxes" prior to pulling wire and cable.

C. Conceal cables not installed in raceway in finished walls, ceilings, and floors unless otherwise indicated.

D. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway.

E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible.

F. Support cables according to Section 16073 "Hangers and Supports for Electrical Systems."

1. Terminate all conductors; no cable shall contain unterminated elements. Make terminations only at indicated outlets and terminals.

2. Secure and support cables at intervals not exceeding 30 inches and not more than 6 inches from cabinets, boxes, fittings, outlets, racks, frames, and terminals.

3. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii.

4. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not splice cable between termination, tap, or junction points. Remove and discard cable if damaged during installation and replace it with new cable.

5. Pulling Cable: Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems. Monitor cable pull tensions.

6. Secure: Fasten securely in place with hardware specifically designed and installed so as to not damage cables.

3.04 REMOVAL OF WIRE AND CABLE
Remove abandoned wire and cable. Abandoned wires and cables are those installed that are not terminated at equipment and are not identified for future use with a tag.

March 5, 2024, Reg. CC Mtg., Page # 151

ROOF DESIGN FOR APPIAN WAY PUMP STATION LOW VOLTAGE WIRE AND CABLE CITY OF LOMITA 16120-6

3.05 CONNECTIONS
A. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A-486B.

B. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors.

C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack.

3.06 IDENTIFICATION
A. Identify and color-code wires and cables according to Section 16075 "Electrical Identification."
B. Identify each spare conductor at each end with identity number and location of other end of conductor, and identify as spare conductor.

3.07 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL

PENETRATIONS
Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies.

Comply with requirements in Section 16130 "Raceways and Boxes."

3.08 FIELD QUALITY CONTROL
A. After installing wires and cables and before electrical circuitry has been energized, test service entrance and feeder conductors for compliance with requirements.

B. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters.

C. Test and Inspection Reports: Prepare a written report to record the following:

1. Procedures used.

2. Results that comply with requirements.

3. Results that do not comply with requirements and corrective action taken to achieve compliance with requirements.

3.09 SOURCE QUALITY CONTROL
A. Cable will be considered defective if it does not pass tests and inspections.

B. Prepare test and inspection reports.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 152

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-1
SECTION 16130

RACEWAYS AND BOXES
PART 1: GENERAL

1.01 SUMMARY
A. Section Includes:

1. Conduit, tubing, and fittings

2. Wireways and auxiliary gutters

3. Surface raceways

4. Pull and junction boxes

1.02 RELATED SECTIONS
Section 16010 General Electrical Requirements
Section 16120 Low Voltage Wire and Cable

1.03 REFERENCES
ANSI C80.3 Electrical Metallic Tubing – Steel
ANSI C80.1 Electrical Rigid Steel Conduit
ANSI/SCTE 77 Specification for Underground Enclosure Integrity NECA 1 Standard Practice of Good Workmanship in Electrical Construction NECA 101 Standard for Installing Steel Conduits
NEMA FB 1 Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable Assemblies.

NEMA OS 1 Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.

NEMA OS 2 Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports.

NEMA 250 Enclosures for Electrical Equipment (1000 Volts Maximum) NEMA RN 1 Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit.

NEMA RV 3 Application and Installation Guidelines for Flexible and Liquidtight Flexible Metal Conduits
NEMA TC 2 Electrical Plastic Tubing and Conduit (EPC-40 and EPC-80) NEMA TC 3 PVC Fittings for Use with Rigid PVC Conduit and Tubing March 5, 2024, Reg. CC Mtg., Page # 153

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-2
UL 5 Surface Metal Raceways and Fittings
UL 5A Nonmetallic Surface Raceways and Fittings
UL 6 Electrical Rigid Metal Conduit – Steel
UL 50 Enclosures for Electrical Equipment, Non-Environmental Considerations
UL 94 Tests for Flammability of Plastic Materials for Parts in Devices and Appliances
UL 360 Liquid-Tight Flexible Metal Conduit
UL 514A Metallic Outlet Boxes
UL 514B Conduit, Tubing, and Cable Fittings
UL 514C Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers UL 651 Standard for Schedule 40, 80, Type EB and A Rigid PVC Conduit and Fittings
UL 797 Electrical Metallic Tubing – Steel
UL 1773 Termination Boxes

1.04 ACTION SUBMITTALS
Product Data: For conduits, surface raceways, wireways, fittings, boxes, and hinged-cover enclosures.

1.05 INFORMATIONAL SUBMITTALS
A. Coordination Drawings: Conduit routing plans, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of items involved:

1.Structural members in paths of conduit groups with common supports.

2.HVAC and plumbing items and architectural features in paths of conduit groups with common supports.

B. Seismic Qualification Certificates: For enclosures, cabinets, and conduit racks and their mounting provisions, including those for internal components, from manufacturer.

1.06 ABBREVIATIONS
Abbreviations of conduit types used in this Section and on the Drawings are listed below.

GRS Galvanized rigid steel conduit
EMT Electrical metallic tubing
March 5, 2024, Reg. CC Mtg., Page # 154

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-3
EPC-40-PVC Electrical plastic conduit, schedule 40 PVC
FMC Flexible metal conduit
LFMC Liquid-tight flexible metal conduit
PCS PVC coated rigid steel conduit
PVC Polyvinyl chloride
RNC Rigid nonmetallic conduit

1.07 DELIVERY, STORAGE, AND HANDLING
A. Protect conduit from corrosion and entrance of debris by storing above grade. Provide appropriate covering.

B. Protect PVC and PCS conduit from sunlight.

1.08 RACEWAY APPLICATION
Apply raceway products as specified below unless otherwise indicated:

A. Outdoors:
a. Exposed Conduit: GRS, PCS.
b. Connection to vibrating equipment, including transformers and hydraulic, pneumatic, electric solenoid, or motor driven equipment: LFMC.
c. Cabinets, Boxes, and Enclosures, above ground: NEMA 250, Type 3R.

B. Indoors:

1. Exposed, Not Subject to Physical Damage: PCS, GRS, EMT (for lighting only)

2. Exposed and Subject to Physical Damage: PCS, GRS

3. Concealed in Ceilings and Interior Walls and Partitions: GRS, EMT

4. Connection to Vibrating Equipment, including transformers and hydraulic, pneumatic, electric solenoid, or motor driven equipment: LFMC.

5. Damp or Wet Locations: PCS.

6. Cabinets, Boxes, and Enclosures, above ground: NEMA 250, Type 1 for general indoor locations, Type 4 for damp or wet locations.

C. Corrosive Locations, Indoors or Outdoors:

1. Raceway: PCS

2. Cabinets, Boxes, and Enclosures, above ground: NEMA 250, Type 4X stainless steel.

D. Minimum Raceway Size: 3/4-inch.

E. Raceway Fittings: Compatible with raceways and suitable for use and location.

March 5, 2024, Reg. CC Mtg., Page # 155

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-4

1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings unless otherwise indicated. Comply with NEMA FB 2.10.

2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings listed for use with this type of conduit. Patch and seal all joints, nicks, and scrapes in PVC coating after installing conduits and fittings. Use sealant recommended by fitting manufacturer and apply in thickness and number of coats recommended by manufacturer.

3. EMT: Use setscrew, compression or steel cast-metal fittings. Comply with NEMA FB 2.10.

4. Flexible Conduit: Use only fittings listed for use with flexible conduit. Comply with NEMA FB 2.20.

F.Do not install aluminum conduits, boxes, or fittings in contact with concrete or earth.

G. Install surface raceways only where indicated on Drawings.

H. Do not use nonmetallic conduits for above ground installations.

I. Use PCS conduits for exposed conduits in vaults.

PART 2: PRODUCTS

2.01 METAL CONDUITS, TUBING, AND FITTINGS
A. Listing and Labeling: Metal conduits, tubing, and fittings shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. GRS: Comply with ANSI C80.1 and UL 6.

Manufacturers: Subject to compliance with requirements, provide products by one of the following, or approved equal:
• Allied Tube and Conduit
• Western Tube and Conduit
• Wheatland Tube Company
C. PCS:

1. Comply with NEMA RN 1.

2. Exterior Conduit Coating Thickness: 0.040 inch.

3. Interior Conduit Coating Thickness: 0.002 inch.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the following, or approved equal:
a. Perma-Cote
b. Robroy Industries
c. Thomas & Betts Ocal
D. Electrical metallic tubing (EMT) (For lighting):

1. Comply with UL 797, UL 5, and ANSI C80.3 and is zinc coated steel.

March 5, 2024, Reg. CC Mtg., Page # 156

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-5
E. Flexible metal conduit (FMC) (Not Applicable):

F. LFMC: Flexible steel conduit with PVC jacket and complying with UL 360.

Manufacturers: Subject to compliance with requirements, provide products by one of the following, or approved equal:
• AFC Cable Systems
• Electriflex
• Southwire
G. Fittings for metal conduit: Comply with NEMA FB 1 and UL 514B.

1. Fittings for EMT:
a. Material: Steel or die cast.
b. Type: Setscrew or compression.

2. Expansion Fittings: PVC or steel to match conduit type, complying with UL 651, rated for environmental conditions where installed, and including flexible external bonding jumper.

3. Coating for PCS conduit fittings: Minimum thickness of 0.040 inch, with overlapping sleeves protecting threaded joints.

H. Joint Compound for GRS: Approved, as defined in NFPA 70, by authorities having jurisdiction for use in conduit assemblies, and compounded for use to lubricate and protect threaded conduit joints from corrosion and to enhance their conductivity.

2.02 METAL WIREWAYS AND AUXILIARY GUTTERS
A. Description: Sheet metal, complying with UL 870 and NEMA 250, Type 1, Type 3R, Type 4 and Type 12 unless otherwise indicated, and sized according to NFPA 70.

B. Fittings and Accessories: Include covers, couplings, offsets, elbows, expansion joints, adapters, hold-down straps, end caps, and other fittings to match and mate with wireways as required for complete system.

C. Solvent cements and adhesive primers shall have a VOC content of 510 and 550 g/L or less, respectively, when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

D. Solvent cements and adhesive primers shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

2.03 SURFACE RACEWAYS
A. Listing and Labeling: Surface raceways and tele-power poles shall be listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

March 5, 2024, Reg. CC Mtg., Page # 157

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-6
B. Surface Metal Raceways: PCS with snap-on covers complying with UL 5.

C. Surface Nonmetallic Raceways: Two- or three-piece construction, complying with UL 5A, and manufactured of rigid PVC. Product shall comply with UL 94 V-0 requirements for self-extinguishing characteristics.

2.04 BOXES
A. Cast-Metal Outlet and Device Boxes: Comply with NEMA FB 1, ferrous alloy, Type FD, with gasketed cover.

B. Nonmetallic Outlet and Device Boxes: Comply with NEMA OS 2 and UL 514C.

C. Luminaire Outlet Boxes: Nonadjustable, designed for attachment of luminaire weighing 50 pounds Outlet boxes designed for attachment of luminaires weighing more than 50 pounds shall be listed and marked for the maximum allowable weight.

D. Cast-Metal Access, Pull, and Junction Boxes: Comply with NEMA FB 1 and UL 1773, galvanized, cast iron with gasketed cover.

E. Box extensions used to accommodate new building finishes shall be of same material as recessed box.

F. Device Box Dimensions: 4 inches square by 2-1/8 inches deep.

G. Hinged-Cover Enclosures: Comply with UL 50 and NEMA 250, Type 1, Type 3R, Type 4 and Type 12 with continuous-hinge cover with flush latch unless otherwise indicated.

1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.

2. Interior Panels: Steel; all sides finished with manufacturer's standard enamel.

H. Hinged door in front cover with flush latch and concealed hinge.

I. Key latch to match panelboards.

J. Metal barriers to separate wiring of different systems and voltage.

PART 3: EXECUTION

3.01 EXAMINATION AND PREPARATION
A. Verify outlet locations and routing and termination locations of raceway prior to roughin.

B. Coordinate mounting heights, orientation and locations of outlets mounted above counters, benches, and backsplashes.

C. Arrange conduit stub-ups so curved portions of bends are not visible above finished floor or grade.

March 5, 2024, Reg. CC Mtg., Page # 158

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-7

3.02 GENERAL RACEWAY INSTALLATION
A. Install work in accordance with state and municipality standards. Comply with NECA 1 and NECA 101 for installation requirements except where requirements on Drawings or in this Section are more stringent. Comply with NFPA 70 limitations for types of raceways allowed in specific occupancies and number of floors.

B. Ground and bond raceway and boxes in accordance with Section 16060 “Grounding and Bonding.”
C. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping.

D. Comply with requirements in Section 16073 "Hangers and Supports for Electrical Systems" for hangers and supports.

E. Install no more than the equivalent of three 90-degree bends in any conduit run except for control wiring conduits, for which fewer bends are allowed.

F. Support conduit within 12 inches of changes in direction. Support conduit within 12 inches of enclosures to which attached.

G. Conceal conduit within finished walls, ceilings, and floors unless otherwise indicated.

Install conduits parallel or perpendicular to building lines.

H. Raceways Embedded in Slabs:

1. Run conduit larger than 1-inch trade size, parallel or at right angles to main reinforcement. Where at right angles to reinforcement, place conduit close to slab support. Secure raceways to reinforcement at maximum 10-foot intervals.

2. Arrange raceways to cross building expansion joints at right angles with expansion fittings.

3. Do not embed threadless fittings in concrete.

4. Change from Type EPC-40-PVC to PCS before rising above floor. Conduit risers out of slabs to be PCS.

I. Stub-ups to Above Recessed Ceilings:

1.Use PCS for raceways.

2.Use a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs or in an enclosure.

J. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions:

Apply listed compound to threads of raceway and fittings before making up joints.

Follow compound manufacturer's written instructions.

K. Coat field-cut threads on PVC-coated raceway with a corrosion-preventing conductive compound prior to assembly.

March 5, 2024, Reg. CC Mtg., Page # 159

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-8
L. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors including conductors smaller than 4 AWG.

M. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes or cabinets. Install bushings on conduits up to 1-1/4-inch trade size and insulated throat metal bushings on 1-1/2-inch trade size and larger conduits terminated with locknuts. Install insulated throat metal grounding bushings on service conduits.

N. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire.

O. Surface Raceways:

1. Install surface raceway with a minimum 2-inch radius control at bend points.

2. Secure surface raceway with screws or other anchor-type devices at intervals not exceeding 48 inches and with no less than two supports per straight raceway section. Support surface raceway according to manufacturer's written instructions. Tape and glue are not acceptable support methods.

P. Install raceway sealing fittings at accessible locations according to NFPA 70 and fill them with listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces.

Q. Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or boxes are between the seal and the following changes of environments. Seal the interior of all raceways at the following points:

1. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces.

2. Where otherwise required by NFPA 70.

R. Expansion-Joint Fittings:

1. Install in each run of above ground conduit that is located where environmental temperature change may exceed 30 degrees and that has straight-run length that exceeds 25 feet.

2. Install type and quantity of fittings that accommodate temperature change listed for each of the following locations:
a. Outdoor Locations Not Exposed to Direct Sunlight: 125°F temperature change.
b. Indoor Spaces Connected with Outdoors without Physical Separation:
125°F temperature change.
c. Attics: 135°F temperature change.

3. Install fittings that provide expansion and contraction for at least 0.00041 inch per foot of length of straight run per degree F of temperature change for PVC conduits.

March 5, 2024, Reg. CC Mtg., Page # 160

ROOF DESIGN FOR APPIAN WAY PUMP STATION RACEWAYS AND BOXES CITY OF LOMITA 16130-9

4. Install expansion fittings at all locations where conduits cross building or structure expansion joints.

5. Install each expansion-joint fitting with position, mounting, and piston setting selected according to manufacturer's written instructions for conditions at specific location at time of installation. Install conduit supports to allow for expansion movement.

S. Flexible Conduit Connections: Comply with NEMA RV 3. Use a maximum of 72 inches of flexible conduit for recessed and semi-recessed luminaires, equipment subject to vibration, noise transmission, or movement; and for transformers and motors.

3.03 INSTALLATION OF ABOVE GRADE BOXES
A. Mount boxes at heights indicated on Drawings. Install boxes with height measured from finished floor or finished grade to bottom of box unless otherwise indicated. If mounting heights of boxes are not individually indicated, give priority to ADA requirements.

B. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block and install box flush with surface of wall. Prepare block surfaces to provide a flat surface for a raintight connection between the box and cover plate or the supported equipment and box.

C. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same vertical channel.

D. Locate boxes so that cover or plate will not span different building finishes.

E. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for the purpose.

F. Fasten junction and pull boxes to or support from building structure or stanchion. Do not support boxes by conduits.

3.04 SLEEVE AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL

PENETRATIONS
Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies.

3.05 PROTECTION
Protect coatings, finishes, and cabinets from damage and deterioration. • Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer.
• Repair damage to PVC coatings or paint finishes with matching touchup coating recommended by manufacturer.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 161

ROOF DESIGN FOR APPIAN WAY PUMP STATION INTERIOR LIGHTING CITY OF LOMITA 16511-1
SECTION 16511

INTERIOR LIGHTING
PART 1 - GENERAL

1.01 SUMMARY
Section Includes:

1. Interior luminaires, lamps, and ballasts.

2. Emergency lights.

3. Exit signs.

4. Luminaire supports.

5. Luminaire-mounted photoelectric relays

1.02 RELATED SECTIONS
Section 16521 Exterior Lighting

1.03 REFERENCES
UL 924 Standard for Emergency Lighting and Power Equipment UL 935 Standard for Fluorescent-Lamp Ballasts

1.04 ACTION SUBMITTALS
A. Product Data: For each type of luminaire, arranged in order of luminaire designation.

Include data on features, accessories, and finishes.

B. Shop Drawings: Show details of nonstandard or custom luminaires. Indicate dimensions, weights, methods of field assembly, components, features, and accessories.

Product Certificates: For each type of ballast for bi-level and dimmer-controlled luminaires, from manufacturer.

1.05 INFORMATIONAL SUBMITTALS
Field quality-control reports.

1.06 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Comply with NFPA 70.

March 5, 2024, Reg. CC Mtg., Page # 162

ROOF DESIGN FOR APPIAN WAY PUMP STATION INTERIOR LIGHTING CITY OF LOMITA 16511-2
PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with requirements, provide product indicated on Drawings, or approved equal.

2.02 GENERAL REQUIREMENTS FOR LUMINAIRES AND COMPONENTS A. Recessed Luminaires: Comply with NEMA LE 4 for ceiling compatibility for recessed luminaires.

B. Metal Parts: Free of burrs and sharp corners and edges.

C. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging.

D. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position.

2.03 LED EMERGENCY LIGHTS
A. Twin LED lamp indoor emergency light with self-contained, modular, battery-inverter unit, factory mounted within luminaire body. Comply with UL 924.

B. Housing: Impact-resistant, scratch-resistant, corrosion-proof thermoplastic. Full perimeter gasket seal between front and rear housing.

C. Unit shall be rated for 50°C ambient operating temperature and UL listed for use in wet locations.

D. Battery: Sealed, maintenance-free, nickel-cadmium.

E. Charger: Fully automatic, solid-state type with sealed transfer relay.

F. Operation: Relay automatically turns lamp on when power-supply circuit voltage drops to 80 percent of nominal voltage or below. Lamp automatically disconnects from battery when voltage approaches deep-discharge level. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger.

G. Test Push Button and Indicator Light: Visible and accessible without opening luminaire or entering ceiling space.

2.04 EXIT SIGNS (N/A)

2.05 LUMINAIRE SUPPORT COMPONENTS
A. Comply with Section 16073 "Hangers and Supports for Electrical Systems" for channel- and angle-iron supports and nonmetallic channel and angle supports.

March 5, 2024, Reg. CC Mtg., Page # 163

ROOF DESIGN FOR APPIAN WAY PUMP STATION INTERIOR LIGHTING CITY OF LOMITA 16511-3
B. Single-Stem Hangers: 1/2-inch steel tubing with swivel ball fittings and ceiling canopy. Finish same as luminaire.

C. Twin-Stem Hangers: Two, 1/2-inch steel tubes with single canopy designed to mount a single luminaire. Finish same as luminaire.

D. Rod Hangers: 3/16-inch minimum diameter, cadmium-plated, threaded steel rod.

E. Hook Hangers: Integrated assembly matched to luminaire and line voltage and equipped with threaded attachment, cord, and locking-type plug.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Luminaires: Set level, plumb, and square with ceilings and walls. Install lamps in each luminaire.

B. Comply with NFPA 70 for minimum luminaire supports.

C. Suspended Luminaire Support:

1. Pendants and Rods: Where longer than 48 inches, brace to limit swinging.

2. Stem-Mounted, Single-Unit Luminaires: Suspend with twin-stem hangers.

3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of luminaire chassis, including one at each end.

D. Air-Handling Luminaires: Install with dampers closed and ready for adjustment.

E. Adjust aimable luminaires to provide required light intensities.

F. Connect wiring according to Section 16120 "Low Voltage Wire and Cable."

3.02 FIELD QUALITY CONTROL
A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation.

Verify transfer from normal power to battery and retransfer to normal.

B. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 164

ROOF DESIGN FOR APPIAN WAY PUMP STATION INTERIOR LIGHTING CITY OF LOMITA 16511-4

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March 5, 2024, Reg. CC Mtg., Page # 165

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-1
SECTION 16521

EXTERIOR LIGHTING
PART 1 - GENERAL

1.01 SUMMARY
Section Includes:

1. Exterior luminaires with lamps and ballasts.

2. Luminaire-mounted photoelectric relays.

3. Poles and accessories.

1.02 RELATED SECTIONS
Section 16511 Interior Lighting

1.03 REFERENCES
AAMA 611 Voluntary Specification for Anodized Architectural Aluminum
ANSI C78.42 Electric Lamps – High Pressure Sodium Lamps ANSI C78.43 Electric Lamps – Single-Ended Metal Halide Lamps IEEE C62.41.1 Guide on the Surge Environment in Low-Voltage (1000 V and Less) AC Power Circuits
IEEE C62.41.2 Recommended Practice on Characterization of Surges in Low-Voltage (1000 V and Less) AC Power Circuits NFPA 70 National Electrical Code (NEC)
UL 773 Plug-In Locking Type Photocontrols for Use with Area Lighting
UL 773A Nonindustrial Photoelectric Switches for Lighting Control UL 924 Standard for Emergency Lighting and Power Equipment UL 1598 Luminaires
March 5, 2024, Reg. CC Mtg., Page # 166

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-2

1.04 STRUCTURAL ANALYSIS CRITERIA FOR POLE SELECTION
A. Dead Load: Weight of luminaire and its horizontal and vertical supports, lowering devices, and supporting structure, applied as stated in AASHTO LTS-4-M.

B. Live Load: Single load of 500 lbf, distributed as stated in AASHTO LTS-4-M.

C. Ice Load: Load of 3 lbf/sq. ft., applied as stated in AASHTO LTS-4-M Ice Load Map.

D. Wind Load: Pressure of wind on pole and luminaire and banners and banner arms, calculated and applied as stated in AASHTO LTS-4-M.

1. Basic wind speed for calculating wind load for poles 50 feet high or less is 100 mph.
a. Wind Importance Factor: 1.0.
b. Minimum Design Life: 50 years.
c. Velocity Conversion Factors: 1.0.

1.05 ACTION SUBMITTALS
A. Product Data: For each luminaire, pole, and support component, arranged in order of lighting unit designation. Include data on features, accessories, and finishes.

B. Shop Drawings: Anchor-bolt templates keyed to specific poles and certified by manufacturer.

1.06 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

B. Comply with IEEE C2, "National Electrical Safety Code." C. Comply with NFPA 70.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS
A. Subject to compliance with requirements, provide product indicated on Drawings, or approved equal.

2.02 GENERAL REQUIREMENTS FOR LUMINAIRES
A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by an NRTL acceptable to authorities having jurisdiction.

March 5, 2024, Reg. CC Mtg., Page # 167

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-3

1. LER Tests Incandescent Fixtures: Where LER is specified, test according to NEMA LE 5A.

2. LER Tests HID Fixtures: Where LER is specified, test according to NEMA LE 5B.

B. Lateral Light Distribution Patterns: Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for luminaires.

C. Metal Parts: Free of burrs and sharp corners and edges.

D. Sheet Metal Components: Corrosion-resistant aluminum unless otherwise indicated.

Form and support to prevent warping and sagging.

E. Housings: Rigidly formed, weather- and light-tight enclosures that will not warp, sag, or deform in use. Provide filter/breather for enclosed luminaires.

F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. Doors shall be removable for cleaning or replacing lenses. Designed to disconnect ballast when door opens.

G. Exposed Hardware Material: Stainless steel.

H. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation.

I. Light Shields: Metal baffles, factory installed and field adjustable, arranged to block light distribution to indicated portion of normally illuminated area or field.

J. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated:

1. White Surfaces: 85 percent.

2. Specular Surfaces: 83 percent.

3. Diffusing Specular Surfaces: 75 percent.

K. Lenses and Refractors Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses and refractors in luminaire doors.

L. Luminaire Finish: Manufacturer's standard paint applied to factory-assembled and - tested luminaire before shipping. Where indicated, match finish process and color of pole or support materials.

M. Factory-Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

March 5, 2024, Reg. CC Mtg., Page # 168

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-4

1. Surface Preparation: Clean surfaces to comply with SSPC-SP 1, "Solvent Cleaning," to remove dirt, oil, grease, and other contaminants that could impair paint bond. Grind welds and polish surfaces to a smooth, even finish. Remove mill scale and rust, if present, from uncoated steel, complying with SSPCSP 5/NACE No. 1, "White Metal Blast Cleaning," or SSPC-SP 8, "Pickling."

2. Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of primer and two finish coats of high-gloss, high-build polyurethane enamel. a. Color: As selected from manufacturer's standard catalog of colors.

N. Factory-Applied Finish for Aluminum Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

1. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

2. Natural Satin Finish: Provide fine, directional, medium satin polish (AA-M32); buff complying with AA-M20; and seal aluminum surfaces with clear, hard-coat wax.

3. Class I, Clear Anodic Finish: AA-M32C22A41 (Mechanical Finish: medium satin; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 611.

4. Class I, Color Anodic Finish: AA-M32C22A42/A44 (Mechanical Finish: medium satin; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, integrally colored or electrolytically deposited color coating 0.018 mm or thicker) complying with AAMA 611.
a. Color: Dark bronze.

O. Factory-Applied Labels: Comply with UL 1598. Include recommended lamps and ballasts. Labels shall be located where they will be readily visible to service personnel, but not seen from normal viewing angles when lamps are in place.

1. Label shall include the following lamp and ballast characteristics:
a. "USES ONLY" and include specific lamp type.
b. Lamp tube configuration (twin, quad, triple), base type, and nominal wattage for compact fluorescent luminaires. c. Lamp type, wattage, bulb type (ED17, BD56, etc.) and coating (clear or coated) for HID luminaires.
d. Start type (preheat, rapid start, instant start) compact fluorescent luminaires. e. ANSI ballast type (M98, M57, etc.) for HID luminaires. f. CCT and CRI for all luminaires.

March 5, 2024, Reg. CC Mtg., Page # 169

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-5

2.03 LUMINAIRE-MOUNTED PHOTOELECTRIC RELAYS
A. Comply with UL 773 or UL 773A.

B. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory set to turn light unit on at 1.5 to 3 fc and off at 4.5 to 10 fc with 15-second minimum time delay.

1. Relay with locking-type receptacle shall comply with ANSI C136.10.

2. Adjustable window slide for adjusting on-off set points.

2.04 FLUORESCENT BALLASTS AND LAMPS (N/A)

2.05 BALLASTS FOR HID LAMPS (N/A)

2.06 HID LAMPS (N/A)

2.07 GENERAL REQUIREMENTS FOR POLES AND SUPPORT COMPONENTS A. Structural Characteristics: Comply with AASHTO LTS-4-M.

1. Wind-Load Strength of Poles: Adequate at indicated heights above grade without failure, permanent deflection, or whipping in steady winds of speed indicated in "Structural Analysis Criteria for Pole Selection" Article.

2. Strength Analysis: For each pole, multiply the actual equivalent projected area of luminaires and brackets by a factor of 1.1 to obtain the equivalent projected area to be used in pole selection strength analysis.

B. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated.

C. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components.

1. Materials: Shall not cause galvanic action at contact points.

2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after fabrication unless otherwise indicated.

3. Anchor-Bolt Template: Plywood or steel.

D. Handhole: Oval-shaped, with minimum clear opening of 2-1/2 by 5 inches, with cover secured by stainless-steel captive screws.

E. Concrete Pole Foundations: Cast in place, with anchor bolts to match pole-base flange.

Concrete, reinforcement, and formwork are specified in Section 03300 "Cast-In-Place Concrete."
F. Power-Installed Screw Foundations: Factory fabricated by pole manufacturer, with structural steel complying with ASTM A 36/A 36M and hot-dip galvanized according March 5, 2024, Reg. CC Mtg., Page # 170

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-6
to ASTM A 123/A 123M; and with top-plate and mounting bolts to match pole base flange and strength required to support pole, luminaire, and accessories.

G. Breakaway Supports: Frangible breakaway supports, tested by an independent testing agency acceptable to authorities having jurisdiction, according to AASHTO LTS-4-M.

2.08 STEEL POLES (N/A)

2.09 ALUMINUM POLES (N/A)
PART 3 - EXECUTION

3.01 LUMINAIRE INSTALLATION
A. Install lamps in each luminaire.

B. Fasten luminaire to indicated structural supports.

1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer.

C. Adjust luminaires that require field adjustment or aiming.

3.02 POLE INSTALLATION (N/A)

3.03 BOLLARD LUMINAIRE INSTALLATION (N/A)

3.04 INSTALLATION OF INDIVIDUAL GROUND-MOUNTING LUMINAIRES A. Install on concrete base with top 4 inches above finished grade or surface at luminaire location. Cast conduit into base, and finish by troweling and rubbing smooth. Concrete materials, installation, and finishing are specified in Section 03300 "Cast-In-Place Concrete."

3.05 CORROSION PREVENTION
A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment.

B. Steel Conduits: Comply with Section 16130 "Raceways and Boxes." In concrete foundations, wrap conduit with 0.010-inch- thick, pipe-wrapping plastic tape applied with a 50 percent overlap.

3.06 GROUNDING
A. Ground metal poles and support structures according to Section 16060 "Grounding and Bonding."

1. Install grounding electrode for each pole unless otherwise indicated.

2. Install grounding conductor pigtail in the base for connecting luminaire to grounding system.

March 5, 2024, Reg. CC Mtg., Page # 171

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-7
B. Ground nonmetallic poles and support structures according to Section 16060 "Grounding and Bonding."

1. Install grounding electrode for each pole.

2. Install grounding conductor and conductor protector.

3. Ground metallic components of pole accessories and foundations.

END OF SECTION
March 5, 2024, Reg. CC Mtg., Page # 172

ROOF DESIGN FOR APPIAN WAY PUMP STATION EXTERIOR LIGHTING CITY OF LOMITA 16521-8

THIS PAGE INTENTIONALLY LEFT BLANK
March 5, 2024, Reg. CC Mtg., Page # 173

SECTION F

CONTRACT PLANS
March 5, 2024, Reg. CC Mtg., Page # 174

APPENDIX I

CONSTRUCTION AND DEMOLITION

DEBRIS RECYCLING SUMMARY
March 5, 2024, Reg. CC Mtg., Page # 175
March 5, 2024, Reg. CC Mtg., Page # 176

APPENDIX II

CITY BUSINESS LICENSE APPLICATION
March 5, 2024, Reg. CC Mtg., Page # 177
March 5, 2024, Reg. CC Mtg., Page # 178

APPENDIX III

INSPECTION RECORD FOR LOS ANGELES

COUNTY DIVISION OF BUILDING AND
SAFETY
March 5, 2024, Reg. CC Mtg., Page # 179
Job Address: 27404 Eastvale Road Palos Verdes Peninsula, CA 90274

COUNTY OF LOS ANGELES
Hours: 8:00 AM - 4:30 PM
Monday - Friday

INSPECTION RECORD
(310) 534-3760
Description: TEAR OFF (E) ROOFING AND INSTALL
UNIFIEDSTEEL PINECREST IN STIRLING GREY. CRRC
0942-0226 SRI 20 AGED SRI 20
LOMITA Permit No. UNC-BLDR231102010518 Date: 12/06/2023 24320 SOUTH NARBONNE AVENUE
LOMITA, CA 90717
:

NO. INSPECTION DATE INSPECTOR NO. INSPECTION DATE INSPECTOR Building Inspection and Approvals Mechanical Inspection and Approvals B1 Location/Setbacks M1 FAU/Wall Furnace
B2 Soils Engineer M2 Exhaust Vent
B3 Foundation/Forms M3 Combustion Air
B4 Retaining Walls M4 Duct Work
B5 Masonry Walls M5 Rough Mechanical
B6 Bolts/Hld Downs/Strps M6 AC/Compressor
B7 Floor Slab & Steel M7 Thermostat
B8 Raised Floor Framing M8 Fire Dampers
B9 Underfloor Insulation M9 Smoke Detectors
B10 1st Floor Sheathing M10 Commercial Hood
B11 2nd Flr Frame/Sheath M11 Boiler
B12 Window Replacement M12
B13 Roof Sheating M13 Mechanical Final
B14 Masonry/Mfg Fireplace Plumbing Inspection and Approvals B15 Roof Covering P1 Water Service
B16 Frame/Bracing P2 Under Floor/Slab
B17 Insulat/Weather Strip P3 Shower Pan
Do Not Cover Walls Until Frame, Insulation, & Rough P4 Water Lines Electrical, Mechanical, & Plumbing Have Been Signed P5 RoughGas Piping B18 Interior Lath/Drywall P6 Rough Plumbing
B19 Exterior Lath P7 Sewer (Public/Private)
B20 T-Bar Ceiling P8 Backflow Preventer
B21 Rated Floor/Ceiling P9 Water Heater
B22 Rated Walls P10 Lawn Sprinkler
B23 Rated Shafts P11 Roof Drains
B24 Disabled Access P12 Gas (Test/Final)
B25 Demolition P13
B26 Lot Drainage P14 Plumbing Final
B27 Verify Other Approvals
B28 (Address posted) Enter Building Final Below O1 Spec. Insp. Reports Electrical Inspection and Approvals O2 Methane System
E1 Temporary Power O3 Grading Approval
Service/Ground O4 Struct. Obeservation
E2 o Location o UFER O5
o Water Ground
o Driven Rod
Agency Approvals
A1 Fire Department
E3 Underground elect A2 Construction Division
E4 Outlets A3 Environmental Prog.

E5 Rough Conduit A4 Health Department
E6 Rough Wiring A5 AQMD
E7 Dist Panel(s) A6 Planning Dept.

E8 Rough Electrical A7 Business License
E9 Smoke Detectors A8 CalTrans
E10 Svr Ground Fault Test A9 Highway Dedica/Impr
E11 Service Panel A10
E12 B28 BUILDING FINAL
E13 Electrical Final Certificate of Occupancy
POST THIS CARD AND THE APPROVED PLANS IN A CONSPICUOUS PLACE ACCESSIBLE TO THE INSPECTOR. IT SHALL

BE THE DUTY OF THE APPLICANT TO CAUSE THE WORK TO REMAIN ACCESIBLE AND EXPOSED FOR INSPECTION PURPOSES. PERMITS WILL BE VOIDED IF WORK IS NOT STARTED WITHIN 180 DAYS OR IS SUSPENDED FOR A PERIOD EXCEEDING 180 DAYS.

March 5, 2024, Reg. CC Mtg., Page # 180

INSPECTION NOTES
March 5, 2024, Reg. CC Mtg., Page # 181
PACIFIC COAST HWY.

AVOCADOS ST.

WALNUT ST 259TH PL.

ESHELMAN AVE 260TH ST. 261TH ST. 262 ND ST. GARNER ST. CITY OF LOMITA ST.

OAK ST. 261ST
MONTE
REGENT AVE 263RD ST. VISTA
AVE

FAIRVIEW AVE
APPIAN WAY GUYSON ST.

MURAD
AVE CITY OF ROLLING HILLS PROJECT LOCATION 241ST ST 243RD ST 245TH ST LOMITA BLVD 248TH ST 250TH ST 247TH ST

FEIJOA AVE

NARBONNE AVE
WOODWARD AVE 253RD ST 255TH ST E PACIFIC COAST HWY
ANDREO AVE 252ND ST253RD ST254TH STEBONY LN

PENNSYLVANIA AVE

CYPRESS ST
ESHELMAN AVE 242ND ST
OAK ST 262ND ST 263RD ST APPIAN WAY 261ST ST
AVE
REGENT

PALOS VERDES DR NVIA MADONNA DESMONDA VIA
WALNUT ST PROJECT AREA PUMP STATION BUILDING STAGING AREA ACCESS AREA REMAIN OPEN AT ALL TIME APPIAN WAY (E) GENERATOR FOUNDATION R Know what'sbelow. Callbefore you dig. R EYEJH JQ G-001 SHEET INDEX DESCRIPTION TITLE SHEET, VICINITY / LOCATION MAP, SHEET INDEX, AND NOTICE TO CONTRACTOR NO. 1 SHEET G-001 DWG NO. 2 D-101 3 S-102 4 S-501 ROOF DEMOLITION PLAN 10 STRUCTURAL DETAILS 1 7 NEW ROOF FRAMING PLAN S-502 9 STRUCTURAL DETAILS 2 121314 E-1 ELECTRICAL SYMBOLS AND ABBREVIATIONS E-2 ELECTRICAL DEMOLITION PLAN E-3 ELECTRICAL SITE PLAN 8 S-301 NEW ROOF FRAMING SECTION NOTICE TO THE CONTRACTOR CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ABBREVIATIONS ACI ASTM ASCE AISC CONC CMU CLR. DWG DIA. ELEV. EQ. (E) EXIST F.F. GALV. ICC LAT. LONG. M.O. MAX. MPH MIN. N/A O.C. PCC PCF AMERICAN CONCRETE INSTITUTE AMERICAN STANDARD TESTING AND MATERIALS AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONCRETE CONCRETE MASONRY BLOCK CLEAR DRAWING DIAMETER ELEVATION EQUAL EXISTING FINISHED FLOOR GALVANIZED INTERNATIONAL CODE COUNCIL LATITUDE LONGITUDE MASONRY OPENING MAXIMUM MILES PER HOUR MINIMUM NOT APPLICABLE ON CENTER PORTLAND CEMENT CONCRETE POUND PER CUBIC YARD POUND PER SQUARED INCH POLYVINYL CHLORIDE STAINLESS STEEL SANITARY SEWER CLEAN-OUT SANITARY SEWER MANHOLE STANDARD SOLAR REFLECTANCE INDEX TOP OF FOOTING TOP OF STEEL TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED PSI PVC S.S. CO SMH STD SRI T.O.F T.O.S. T.O.W. TYP. U.N.O. LOCATION MAP SCALE: N.T.S. N CONSTRUCTION PLANS FOR CITY OF LOMITA NEW ROOF DESIGN FOR APPIAN WAY PUMP STATION VICINITY MAP SCALE: N.T.S. N 6 S-101 FLOOR PLAN 5 D-301 ROOF DEMOLITION SECTION 11 M-101 MECHANICAL PLAN SITE PLAN SCALE: N.T.S. S-002 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS S-001 GENERAL STRUCTURAL NOTES N 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 1 14
March 5, 2024, Reg. CC Mtg., Page # 182
AD-301 57'-4" (E)
25'-4" (E) T.O.W. +18'-4 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) 5 2 1 3 T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) SLOPE SLOPE T.O.W. +18'-4 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) 4 BELOW 1 2 AB R Know what'sbelow. Callbefore you dig. DEMOLITION PLAN SCALE: 3/8"=1'-0" N 1. PROTECT EXISTING CMU WALL IN PLACE 2. REMOVE AND DISPOSE OF EXISTING EXHAUST FAN 3. REMOVE AND DISPOSE OF EXISTING SKYLIGHTS 4. REMOVE AND REPLACE THE EXISITNG RESTROOM VENT PIPE 5. REMOVE AND DISPOSE OF EXISTING ROOFING AND ROOF FRAMING - SEE SECTION ON SHEET D-301 FOR LIMITS OF DEMOLITION. THE EXISTING ROOF SYSTEM CONSISTS OF CAL-SHAKE ROOFING OVER 30# FELT, 5/8" THICK CDX PLYWOOD ROOF SHEATING WITH 3x BLOCKING, FREFABRICATED WOOD TRUSSES WITH 2x WOOD TRUSS BRIDGING, 2x8 WOOD ROOF RAFTERS, 6X12 WOOD RIDGE BEAM, 2x AND 3x WOOD FASCIA BOARDS, 6x4 WOOD ROOF OPENING FRAMING, AND 4x8 TOP PLATES. KEYNOTES: EYEJH JQ D-101 NOTES TO CONTRACTOR: 1. THE PUMP STATION SHALL REMAIN IN OPERATION AT ALL TIME DURING CONSTRUCTION. 2. CONTRACTOR SHALL CONTACT THE CITY A MINIMUM OF 48 HOURS IN ADVANCE TO SALVAGE ANY EQUIPMENT PRIOR TO ANY DEMOLITION WORK. 3. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING FACILITIES DURING DEMOLITION AND CONSTRUCTION UNLESS NOTED OTHERWISE ON THE PLANS. 4. CONTRACTOR SHALL PROTECT ALL EXISTING MECHANICAL AND ELECTRICAL COMPONENTS NOT DESIGNATED FOR DEMOLITION OR REMOVAL AND REPLACEMENT. ALL DAMAGED EXISTING MECHANICAL AND ELECTRICAL COMPONENTS AND THOSE ELECTRICAL COMPONENTS WHICH HAVE BEEN TEMPORARILY RELOCATED DURING CONSTRUCTION, WITH THE CITY'S APPROVAL, SHALL BE RESTORED BY THE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE A PRE-CONSTRUCTION VIDEO TO DOCUMENT THE CONDITION OF THE PUMP STATION BUILDING AND THE EQUIPMENT INSIDE THE BUILDING. A COPY OF THE VIDEO SHALL BE SUBMITTED TO THE CITY AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF THE CONSTRUCTION. 6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING BUILDING TO THE CITY'S SATISFACTION. DATUM: TOP OF EXISTING FINISH FLOOR AT THE INTERIOR PERIMETER OF THE BUILDING IS SET AT 0'-0" 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 2 14
March 5, 2024, Reg. CC Mtg., Page # 183
1 3 4 4 6 5 2 T.O.W. - SEE ROOF FRAMING PLAN A B R Know what'sbelow. Callbefore you dig. A DEMOLITION SECTION _ SCALE: 3/4"=1'-0" 1. PROTECT EXISTING CMU IN PLACE 2. REMOVE AND DISPOSE OF EXISTING ROOFING AND ROOF FRAMING - SEE DEMOLITION PLAN ON SHEET S-101 3. REMOVE ANCHORS IN CMU PER DETAIL 8 ON SHEET S-502 4. TEMPORARILY REMOVE AND REPLACE EXISTING CONDUITS. REFER TO THE ELECTRICAL DRAWINGS FOR CONDUIT LOCATIONS. 5. REMOVE AND REPLACE EXISTING INTERIOR LIGHTS. REFER TO THE ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS. 6. PROTECT IN PLACE THE ACOUSTICAL PANELS KEYNOTES: EYEJH JQ D-301 DEMOLITION NOTES: 1. REFER TO THE NOTES TO CONTRACTOR ON SHEET S-101 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 3 14
March 5, 2024, Reg. CC Mtg., Page # 184
GENERAL STRUCTURAL NOTES THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN THE STRUCTURAL DRAWINGS. GENERAL 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE (C.B.C) BASED UPON THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.). 2. THE CONTRACTOR ACKNOWLEDGES RESPONSIBILITY FOR JOBSITE SAFETY AND ACKNOWLEDGES THAT THE ENGINEER WILL NOT HAVE SUCH RESPONSIBILITY. IF A LAWSUIT IS FILED BY ONE OF THE CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE, THE CONTRACTOR WILLINDEMNIFY, DEFEND AND HOLD THE OWNER AND TETRA TECH, THEIR PARENT AND SUBSIDIARY COMPANIES HARMLESS OF ANY AND ALL SUCH CLAIMS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. DIMENSIONS OF (E) CONSTRUCTION WHERE SHOWN ON THESE DRAWINGS ARE NOMINAL AND SHOULD BE FIELD VERIFIED. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL WALLS, TRUSSES, ETC. ARE ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION. ALL BRACING/SHORING SHALL BE DESIGNED BY A REGISTERED ENGINEER HIRED BY THE CONTRACTOR BRACING OF MASONRY WALLS SHALL REMAIN IN PLACE UNTIL ROOF DIAPHRAGM IS COMPLETELY INSTALLED AND ATTACHED TO ITS FRAMING SUPPORTS. 5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS WHERE THE OCCUR. 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, EXISTING MECHANICAL AND ELECTRICAL COMPONENTS, WORKERSAND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTIONEQUIPMENT, TEMPORARY PROTECTION STRUCTURES, AND PARTIALLY COMPLETEDWORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS. 7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 8. ALL ITEMS REMOVED DURING CONSTRUCTION WORK SHALL BE REPLACED TO MATCH EXISTING. 9. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 11. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR EXISTING. STEEL NOTES 1. ALL WIDE FLANGE MEMBERS SHALL BE IN ACCORDANCE WITH A.S.T.M. A-992. ALL OTHER STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH CBC SECTION 1705.2.1, UNLESS FABRICATION IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTION 1704.2.5 OF THE 2019 CBC. AT THE COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CITY BUILDING OFFICIAL (OR OWNER IF THE PROJECT IS NOT UNDER THEJURISDICTION OF A BUILDING DEPARTMENT) AND TO THE ENGINEER STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. STEEL TUBES SHALL CONFORM TO A.S.T.M. A500, GRADE B OR BETTER, UNLESS NOTED OTHERWISE. 3. STEEL PIPES SHALL CONFORM TO A.S.T.M. A53, GRADE B. 4. BOLTS SHALL CONFORM TO A.S.T.M. A307 OR BETTER, UNLESS NOTED OTHERWISE. 5. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM. 6. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY A CERTIFIED WELDER IN A FABRICATION SHOP REGISTERED AND APPROVED IN ACCORDANCE WITH NOTE 1 ABOVE.CONTINUOUS INSPECTION IS REQUIRED OF ALL FIELD WELDING IN ACCORDANCE WITH AWS D1.1. 7. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER. 8. STAINLESS STEEL SHALL CONFORM TO A.S.T.M. A276/A.I.S.I. 316. STAINLESS STEEL BOLTS SHALL CONFORM TO A.S.T.M. F593. STAINLESS STEEL NUTS SHALL CONFORM TO A.S.T.M. F594. 9. WELDING OF STAINLESS STEEL SHALL CONFORM TO STRUCTURAL WELDING CODE - STAINLESS STEEL, ANSI/AWS D1.6-07.

10. WHERE SPECIFIED, USE OF HIGH-STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A325 OR A490 BOLTS" APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION (RCSC). SPECIAL INSPECTION OF HIGH-STRENGTH BOLT CONNECTIONS IS REQUIRED. 11. ALL NON-STAINLESS STEEL EXPOSED TO WEATHER SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 OR A153, AS APPLICABLE. REPAIR OF DAMAGED GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A780. ALL OTHER NON-STAINLESS STEEL SHALL BE COATED WITH TWO COATS OF SHOP APPLIED PRIMER. 12. WELDING EQUIPMENT SHALL BE CHECKED PRIOR TO WELDING AS REQUIRED BY AISC 360-16 TABLE N5.4-1. STEEL DECK NOTES 1. REFER TO STEEL DECK SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DECK ERECTION CONTRACTOR SHALL CUT DECK TO SUIT DETAILS AT ALL FRAMED OPENINGS AS INDICATED ON THE DRAWINGS. 3. THE OPENINGS SHOWN ON THE FRAMING PLANS INDICATE THE GENERAL ARRANGEMENT AND LOCATION ONLY. VERIFY OUTING LENGTH OF DECK WITH THE ELECTRICAL AND MECHANICAL DRAWINGS. 4. ALL LIGHT GAGE STEEL DECKING AND FLASHING SHALL BE FABRICATED OF SHEET METAL CONFORMING TO A.S.T.M. A-446. 5. DECKING SHALL BE GALVANIZED PER COATING DESIGNATION G90 IN ACCORDANCE WITH ASTM A653, UNLESS NOTED OTHERWISE. 6. EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN ±1/2" OF THE DIMENSIONS REQUIRED ON THE ARCHITECTURAL DRAWINGS. CONFIRM THE LOCATION OF THE BEAM AND COLUMN CENTER LINES FROM FIXED REFERENCE EDGE LINES. 7. MINIMUM DECK SECTION PROPERTIES SHALL BE AS FOLLOWS: GAUGE DEPTH I(IN ) +S(IN ) -S(IN ) 16 1 1/2" 0.381 0.399 0.410 ADHESIVE ANCHORS (SIMPSON) 1. ADHESIVE ANCHORS SHALL BE "SIMPSON SET-XP" ADHESIVE ANCHORS, MANUFACTURED BY SIMPSON STRONG-TIE. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH I.C.C. EVALUATION REPORT No. 2508. FOR ANCHORS IN CONCRETE AND I.C.C. REPORT No. 265 FOR ANCHORS IN MASONRY. 3. AN ALTERNATIVE ADHESIVE ANCHOR PRODUCT MAY BE SUBMITTED TO THE ENGINEER FOR APPROVAL, PROVIDED THAT IT HAS A CURRENT I.C.C. EVALUATION REPORT APPROVAL. 4. ALL ABANDONED HOLES SHALL BE FILLED WITH A DRYPACK GROUT A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. THE FILLED HOLE(S) SHALL BE PREPARED AND CLEANED AS REQUIRED BY THE GROUT MANUFACTURER. 5. LOCATE EXISTING REINFORCING USING A NON-DESTRUCTIVE METHOD (PACHOMETER OR OTHER), PRIOR TO STEEL FABRICATION OF THE AFFECTED COMPONENTS ANDPRIOR TO DRILLING HOLES FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE ANCHOR. NOTIFY ENGINEER IF ADHESIVE ANCHORS CANNOT BE INSTALLED DUE TO REBAR INTERFERENCE(S) SO STRUCTURAL STEEL DETAILING SHOWN HEREON CAN BE MODIFIED TO ACCOMMODATE. DESIGN CRITERIA DESIGN CODES AND REFERENCES: -CALIFORNIA BUILDING CODE, 2022 EDITION -ASCE/SEI 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES -AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION - ANSI/AISC 360-16 BUILDING LOADING: BLDG. ROOF DL = 16 PSF BUILDING ROOF LL = 20 PSF MATERIAL PROPERTIES: STEEL TUBES f'y = 42 KSI MINIMUM STEEL CHANNELS AND ANGLES f'y = 36 KSI MINIMUM STEEL BOLTS f'y = 36 KSI, A307 UNLESS NOTE OTHERWISE SPECIAL INSPECTION YES (SEE SHEET S-002) SEISMIC DESIGN PARAMETERS: ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE LOCATION: LAT. 33.784495 N, LONG. 118.315827 W OCCUPANCY CATEGORY: IV SITE CLASS: D SEISMIC DESIGN CATEGORY: D Ss = 1.743 S1 = 0.637 Fa = 1.200 Fv = 1.7 SDS = 1.394 SD1 = 0.722 IE = 1.5 R = 5 (SPECIAL REINFORCED MASONRY SHEAR WALLS) WIND LOAD DESIGN PARAMETERS: BASIC WIND SPEED: 105 MPH EXPOSURE CATEGORY: B WIND DIRECTIONAL FACTOR, Kd = 0.85 Iw = 1.0 R Know what'sbelow. Callbefore you dig. EYEJH JQ S-001 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 4 14
March 5, 2024, Reg. CC Mtg., Page # 185
STEEL CONSTRUCTION (STRUCTURAL STEEL): R - INSPECT THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS C - INSPECT THESE ITEMS ON A CONTINUOUS BASIS 1. INSPECTION TASKS PRIOR TO WELDING A. WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS B. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE C. MANUFACTURERS CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE D. MATERIAL IDENTIFICATION (TYPE/GRADE) E. WELDER IDENTIFICATION SYSTEM F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE)
G. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K- JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) - JOINT PREPARATIONS - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) H. CONFIGURATION AND FINISH OF ACCESS HOLES I. FIT-UP OF FILLET WELDS - DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) 2. INSPECTION TASKS DURING WELDING A. CONTROL AND HANDLING OF WELDING CONSUMABLES - PACKAGING - EXPOSURE CONTROL B. NO WELDING OVER CRACKED TACK WELDS C. ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE D. WPS FOLLOWED - SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) - PROPER POSITION (F, V, H, OH) E. WELDING TECHNIQUES - INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS F. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS 3. INSPECTION TASKS AFTER WELDING A. WELDS CLEANED B. SIZE, LENGTH AND LOCATION OF WELDS C. WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY D. ARC STRIKES E. K-AREA - WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREAFOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD F. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES - AFTER ROLLED HEAVY SHAPES (SEE AISC SECTION A3.1C) AND BUILT-UP SHAPES (SEE AISC SECTION A3.1D) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS G. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) H. REPAIR ACTIVITIES I. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER J. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR C N/A R SPECIAL INSPECTIONS REQUIRED A. CONCRETE MIX DEFERRED SUBMITTALS/CERTIFICATIONS REQUIRED ( YES N0) SUBMITTALSN/A N/AN/A N/A REQUIRED ( YES N0) STRUCTURAL OBSERVATIONSN/A N/A STRUCTURAL OBSERVATION THE STRUCTURAL ENGINEER, OR ANOTHER ENGINEER DESIGNATED BY THE STRUCTURAL ENGINEER SHALL BE RETAINED BY THE OWNER TO PERFORM STRUCTURAL OBSERVATION AS REQUIRED BY C.B.C. CHAPTER 17. STRUCTURAL OBSERVATION SHALL BE PROVIDED DURING THE STAGES OF CONSTRUCTION LISTED BELOW. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE STRUCTURAL ENGINEER WHEN HIS WORK IS READY FOR STRUCTURAL OBSERVATION FOR EACH OF THESE STAGES. 1. CONCRETE: REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO PLACEMENT OF CONCRETE FOR THE FOLLOWING: A. FOUNDATIONS B. SLABS-ON-GRADE (EXCEPT SITE PAVING AND FLATWORK) C. WALLS D. STRUCTURAL FLOOR SLABS AND BEAMS NOT SUPPORTED ON-GRADE E. ROOF SLABS AND BEAMS 2. MASONRY: A. REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO GROUTING OF MASONRY WALLS 3. STRUCTURAL STEEL: A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR TO INSTALLATION OF ROOF AND FLOOR JOISTS, TRUSSES AND DECKING 4. WOOD FRAMING: A. ROOF, FLOOR AND WALL FRAMING AND MEMBER CONNECTIONS, AND STRUTS AND CHORDS, PRIOR TO INSTALLATION OF SHEATHING OR ANY COVERING THAT WOULD CONCEAL THE STRUCTURAL FRAME B. PLYWOOD ROOF, FLOOR AND WALL SHEATHING PRIOR TO INSTALLATION OF ROOFING AND ANY OTHER BUILDING MATERIALS THAT WOULD CONCEAL THE NAILING 1. OFF-SITE FABRICATION: FABRICATORS SHALL BE CITY, COUNTY AND/OR C.B.C. APPROVED FABRICATORS. FABRICATORS FOR ALL OFFSITE FABRICATION OF THE ITEMS LISTED BELOW: A. TRUSSES B. GLU-LAMINATED MEMBERS C. PRECAST CONCRETE D. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL, AFFIDAVIT OF COMPLIANCE) E. OTHER:____________________________________________ 2. DEFERRED SUBMITTALS: SUBMITTAL DOCUMENTS FOR THE DEFERRED SUBMITTAL ITEMS LISTED BELOW SHALL BE DESIGNED BY A LICENSED PE OR SE AND SUBMITTED BY THE CONTRACTOR TO THE BUILDING DEPARTMENT/APPROVAL AGENCY AND STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ADHESIVE ANCHORS: 1. VERIFY ANCHOR TYPE: 2. VERIFY ADHESIVE IDENTIFICATION AND EXPIRATION DATE 3. VERIFY ANCHOR DIMENSIONS: 4. VERIFY CONCRETE TYPE: 5. VERIFY CONCRETE COMPRESSIVE STRENGTH 6. VERIFY HOLE DRILLING METHOD 7. VERIFY HOLE DIMENSIONS 8. VERIFY HOLE CLEANING PROCEDURES 9. VERIFY ANCHOR SPACING 10. VERIFY EDGE DISTANCES 11. VERIFY CONCRETE THICKNESS 12. VERIFY ANCHOR EMBEDMENT 13. VERIFY TIGHTENING TORQUE 14. VERIFY ADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF ADHESIVE ANCHOR INSTALLED BY THE CONSTRUCTION PERSONNEL ON SITE. SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL MAY BE PERMITTED, WITH THE APPROVAL OF THE ENGINEER AND THE SPECIAL INSPECTOR, TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR. ANY CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED OR THE PERSONNEL PERFORMING THE INSTALLATION REQUIRES AN INITIAL INSPECTION. FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE PRODUCT. THE SPECIAL INSPECTOR SHALL INFORM THE ENGINEER OF THE FREQUENCY OF THE PERIODIC ANCHOR INSPECTIONS. THE ENGINEER MAY REQUEST ADDITIONAL INSPECTIONS AT ANY TIME. STEEL CONSTRUCTION (STRUCTURAL STEEL CONT.): N/A CONT PERIODIC 4. INSPECTION TASKS PRIOR TO BOLTING A. MANUFACTURER'S CERTIFICATION AVAILABLE FOR FASTENER MATERIALS B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS C. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FORM SHEAR PLANE) D. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED G. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 5. INSPECTION TASKS DURING BOLTING A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS ARE POSITIONED AS REQUIRED B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FOR ROTATING D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES 6. INSPECTION TASKS AFTER BOLTING A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONECTIONS 7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT A. PLACEMENT AND INSTALLATION OF STEEL DECK B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS C N/A R STEEL CONSTRUCTION (OTHER THAN STRUCTURAL STEEL): 1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES MATERIAL PROPERTIES, AND BASE METAL THICKNESS B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES. 2. INSPECTION OR EXECUTION TASKS AFTER TO DECK PLACEMENT A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES 3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE C. MATERIAL IDENTIFICATION (TYPE/GRADE) D. CHECK WELDING EQUIPMENT 4. INSPECTION OR EXECUTION TASKS DURING WELDING A. USE OF QUALIFIED WELDERS B. CONTROL AND HANDLING OF WELDING CONSUMABLES C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) D. WPS FOLLOWED 5. INSPECTION OR EXECUTION TASKS AFTER WELDING A. VERIFY SIZE LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS. B. WELDS MEET VISUAL ACCEPTANCE CRITERIA C. VERIFY REPAIR ACTIVITIES D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS 6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION C. PROPER STORAGE FOR MECHANICAL FASTENERS 7. INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING A. FASTENERS ARE POSITIONED AS REQUIRED B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 8. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS D. VERIFY REPAIR ACTIVITIES E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS N/A CONT PERIODIC N/A N/A N/A N/A N/A N/AN/A B. OTHER: R Know what'sbelow. Callbefore you dig. EYEJH JQ S-002 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 5 14 -UPON COMPLETION OF ERECTION OF THE TRUSS FRAME OF THE ROOF AND BEFORE INSTALLING ANY OTHER ROOF COMPONENTS. -UPON COMPLETION OF INSTALLATION OF THE ROOF DECKING (FINAL ROOF INSPECTION). -UPON COMPLETION OF ELECTRICAL WORK (FINAL ELECTRICAL INSPECTION). REQUEST FOR INSPECTION SHALL BE MADE BY CALLING THE PHONE NUMBER ON THE JOB CARD AT LEAST 48 HOURS IN ADVANCE. ADDITIONAL INSPECTIONS MAY BE NEEDED AS DEEMED NECESSARY BY THE ENGINEER OR COUNTY.

SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH C.B.C. CHAPTER 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED INSPECTION AGENCY U.N.O, EMPLOYED BY THE OWNER.

THE SPECIAL INSPECTOR SHALL BE CERTIFIED BY THE INTERNATIONAL CODE COUNCIL (I.C.C.)TO PERFORM INSPECTION FOR THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL.

THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE

WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE,

IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THIS CODE.

IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE AT LEAST 48 HOURS ADVANCE NOTICE TO THE OWNER/OWNER'S REPRESENTATIVE WHEN HIS WORK IS READY FORANY REQUIRED SPECIAL INSPECTIONS.

SHOP INSPECTION OF STEEL CONSTRUCTION IS NOT REQUIRED WHEN THE WORK IS DONE ON

THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE

FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT

COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OFCOMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

CONTRACTOR RESPONSIBILITY

EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR

SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- ORSEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALLSUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THECONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGMENT OF

AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

OWNER OR OWNER'S REPRESENTATIVE SHALL BE SYNONYMOUS WITH 'BUILDING OFFICIAL' IN

THE FOREGOING IF THE PROJECT IS NOT UNDER THE JURISDICTION OF A BUILDING

DEPARTMENT

SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF WORK PERFORMED IN THE FIELD, OR NOT PERFORMED IN AN APPROVED FABRICATION SHOP AS DEFINED ABOVE,UNLESS NOTED AS "N/A".REQUIREMENTS FOR LOS ANGELES COUNTY, DEPARTMENT OF

PUBLIC WORKS, DIVISION OF BUILDING AND SAFETY

LOS ANGELES COUNTY BUILDING & SAFETY PERMITTHE CONTRACTOR SHALL APPLY FOR A CONSTRUCTION PERMIT FROM LOS ANGELES COUNTY, DEPARTMENT OF PUBLIC WORKS, DIVISION OF BUILDING AND SAFETY LOCATED AT 24320 SOUTH NARBONNE AVENUE LOMITA, CA 90717. HOURS OF OPERATION MONDAY TO FRIDAY 8:00 AM - 4:30 PM.

UPON RECEIPT OF PERMIT, THE CONTRACTOR WILL BE GIVEN A JOB CARD FOR THIS PROJECT. LOS ANGELES COUNTY BUILDING & SAFETY INSPECTION THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE LOS ANGELES DIVISION OF BUILDING AND SAFETY AT THREE DIFFERENT OCCASIONS AS OUTLINED BELOW:

March 5, 2024, Reg. CC Mtg., Page # 186
AS-301 1 2 AB F.F. 0'-0" (E) F.F. 0'-0" (E) F.F. 0'-0" (E) F.F. 0'-0" (E) 20'-4" 53'-4" 1 2 3 5 7 68 9 6 10 2 TYP. R Know what'sbelow. Callbefore you dig. FLOOR PLAN SCALE: 3/8"=1'-0" N 1. THE PUMP STATION SHALL REMAIN IN OPERATION AT ALL TIME DURING CONSTRUCTION. DESIGNATED ACCESS AREA SHALL KEEP OPEN FOR OPERATION CREWS AT ALL TIME. 2. THE CONTRACTOR IS ALLOWED 2 SHUTDOWNS TOTAL. THE FIRST SHUTDOWN SHOULD BE DURING THE TEMPORARY ELECTRICAL WIRING TRANSITION, AND THE SECOND SHUTDOWN SHOULD BE DURING THE FINAL ELECTRICAL SYSTEM TRANSITION. THE ALLOWABLE SHUTDOWN TIME SHALL BE 8-HRS MAXIMUM FOR EACH ELECTRICAL WIRING SYSTEM TRANSITION. THE CONTRACTOR SHALL NOTIFY AND GET APPROVAL FROM THE CITY 48-HOURS PRIOR TO EACH SHUTDOWN. 3. CONTRACTOR TO PROVIDE TEMPORARY PROTECTION SUCH AS PROTECTIVE SCAFFOLDING OR OTHER MEANS FOR ALL EXISTING MECHANICAL AND ELECTRICAL COMPONENTS DURING THE ROOF DEMOLITION AND REPLACEMENT PROCESS. NOTES TO CONTRACTOR: EYEJH JQ S-101 DATUM: TOP OF EXISTING FINISH FLOOR AT THE INTERIOR PERIMETER OF THE BUILDING IS SET AT 0'-0" 1. (E) CONCRETE FLOOR SLAB (PROTECTED IN PLACE) 2. (E) SINGLE DOOR (PROTECT IN PLACE) 3. (E) DOUBLE DOOR (PROTECT IN PLACE) 4. (E) PUMP AND PIPING (PROTECT IN PLACE), TYP. 5. (E) ELECTRICAL CABINET (PROTECT IN PLACE) 6. (E) CMU WALL (PROTECT IN PLACE), TYP. 7. AREA TO MAINTAIN CLEAR AND ACCESSIBLE FOR OPERATION CREWS AT ALL TIME DURING CONSTRUCTION (SHADED) 8. (E) RESTROOM (PROTECT IN PLACE) 9. (E) GENERATOR FOUNDATION (PROTECT IN PLACE) 10. EXISTING STUD WALL ON CONCRETE CURB (PROTECT IN PLACE) KEYNOTES:
02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 6 14
March 5, 2024, Reg. CC Mtg., Page # 187
BS-301 3510 7 8 13 12 13 1 BELOW 2
SLOPE SLOPE 15'-2" 11'-0" 5'-0" 6'-0" 6'-0" 10'-2"
5'-1" TYP. T.O.W. +18'-4 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) T.O.W. +18'-4 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) T.O.W. +14'-8" (E) T.O.W. +15'-1 3/4" (E) 25'-4"
2'-6" 12'-2" 8'-2" 2'-6"
10'-2" 14 TYP. (4 LOCATIONS) DECK SPAN TYP. DECK SPAN 11TYP. (4 LOCATIONS) 9 15 1 2 AB 57'-4" 2'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-0" 6'-0" 6'-0" 6'-0" 7'-4" 2'-0" 4 6 5 8S-501 6S-501 5S-502TYP. 4S-501 7S-501 TYP. 3S-502 TYP. 1S-502TYP. TYP. 2S-502 TYP. TYP. 10 S-502TYP. 4S-502TYP. TYP. 11 S-502 11 S-502 R Know what'sbelow. Callbefore you dig. ROOF FRAMING PLAN SCALE: 3/8"=1'-0" N 1. EXISTING CMU BLOCK WALL 2. STRUCTURAL STEEL TUBE TRUSS - SEE DETAIL 9 ON SHEET S-501 3. 2" THICK RIGID INSULATION (EXPANDED POLYSTYRENE) SCREWS CONNECTING THE INSULATION TO THE METAL DECK SHALL ONLY PROTRUDE 1/2" BEYOND THE METAL DECK. THE SCREW PLACEMENT SHALL BE IN CONTINUOUS STRAIGHT LINES 4. 1 1/2" DEEP 16 GAUGE GALVANIZED STEEL DECK VERCO PLB OR APPROVED EQUAL - SEE DETAIL 1 ON SHEET S-501 FOR DECK ATTACHMENT 5. 5/8" THICK FIBERGLASS REINF. GYPSUM ROOF BOARD 6. METAL ROOFING PANELS 24 GAUGE MEDALLION-LOK BY MCELROY METALS (OR APPROVED EQUAL) 7. 42" SQUARE ALUMINUM FRAMED, ACRYLIC DOMED, SELF-FLASHING SKYLIGHT WITH INTEGRAL SECURITY BARS. BRISTOLITE AL-4646 OR APPROVED EQUAL. 8. HSS 3x3x3/16" RIDGE BEAM 9. OPENING IN ROOF FOR ANTENNA. PROVIDE PENETRATION FLASHING PER ROOFING MANUFACTURERS RECOMMENDATIONS. 10. ROOF FASCIA 11. TRUSS BRACING - DETAIL 6 ON SHEET S-502 12. 24" SQUARE OPENING IN ROOF DECK FOR EXHAUST FAN - SEE MECHANICAL DRAWINGS 13. L4X4X1/4 FRAMING FOR ROOF OPENINGS 14. OPENING IN ROOF FOR RESTROOM VENT PIPE. PROVIDE PENETRATION FLASHING PER ROOFING MANUFACTURERS RECOMMENDATIONS. 15. ROOF SLOPE TO MATCH EXISTING 16. COOL ROOF SRI RATING OF ROOFING PANELS SHALL BE 20 OR GREATER KEYNOTES: EYEJH JQ S-102 DATUM: TOP OF EXISTING FINISH FLOOR AT THE INTERIOR PERIMETER OF THE BUILDING IS SET AT 0'-0" 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 7 14
16 March 5, 2024, Reg. CC Mtg., Page # 188
2 4 3 1 8 7 5 F.F. - SEE FLOOR PLAN T.O.W. - SEE ROOF FRAMING PLAN 12 (E) 4 (E) 4S-501 6 9 10 B A 11TYP. 12 R Know what'sbelow. Callbefore you dig. A SECTION _ SCALE: 3/4"=1'-0" 1. EXISTING CMU WALLS 2. EXISTING CONCRETE FLOOR SLAB 3. EXISTING CONCRETE WALL FOOTING 4. EXISTING PUMP EQUIPMENT (PROTECT IN PLACE) 5. STRUCTURAL STEEL TUBE ROOF TRUSS 6. METAL ROOFING PANELS 24 GAUGE MEDALLION-LOK BY MCELROY METALS (OR APPROVED EQUAL). COOL ROOF SRI RATING OF ROOFING SHALL BE 20 OR GREATER 7. RIGID INSULATION 8. METAL ROOF DECK 9. ROOF SLOPE TO MATCH EXISTING. CONTRACTOR TO FIELD VERIFY ROOF SLOPE PRIOR TO ROOF FRAMING FABRICATION 10. ELECTRIC CONDUIT AND WIRE - SEE ELECTRICAL DRAWINGS 11. THE CONTRACTOR SHALL BRACE THE EXISTING WALLS PRIOR TO THE REMOVAL OF THE EXISTING ROOF. THE BRACING SHALL REMAIN IN PLACE UNTIL THE NEW ROOF STRUCTURE AND DIAPHRAGM ARE COMPLETELY INSTALLED. THE DESIGN, CONFIGURATION, INSTALLATION AND MAINTENANCE OF THE BRACING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE BRACING SHALL KEEP THE EXISTING WALLS IN THEIR "AS CONSTRUCTED" POSITIONS. THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF THE EXISTING WALLS PRIOR TO BEGINNING CONSTRUCTION AND SHALL MONITOR THE CONDITION AND POSITIONS OF THE WALLS DURING AND AFTER CONSTRUCTION. 12. REINSTALL ANTENNA AND ANTENNA CONDUIT/POST TO MATCH THE EXISTING CONDITION, ATTACHMENT AND DIMENSIONS KEYNOTES: EYEJH JQ S-301 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 8 14
March 5, 2024, Reg. CC Mtg., Page # 189
3'-0" TYP. METAL DECK PNEUTEK K66075 PINS / HILTI X-HSN 24 PINS (OR APPROVED EQUAL) AT EACH SUPPORT, 7 PER 36" WIDE SHEET OF METAL DECKING PERPENDICULAR TO FRAMING MEMBERS AND 12" ON CENTER ALONG SUPPORT PARALLEL TO DECK FLUTES PUNCHLOK II SIDELAP CONNECTOR (VSC) @ 18", TYP. FIBERGLSS REINF. GYPSUM ROOF BOARD METAL ROOFING PANELS STRUCTURAL STEEL TUBE TRUSS TOP CHORD WATERPROOF MEMBRANE RIGID INSULATION METAL DECK L4x4 - SEE ROOF FRAMING PLAN ROOF SKYLIGHT CURB FIBERGLASS REINF. GYPSUM ROOF BOARD PROVIDE FLASHING, SEALANT, ETC. AS REQUIRED FOR WATERTIGHT CONSTRUCTION METAL ROOF PANELS 10d SELF DRILLING, SELF TAPPING METAL SCREW. SCREW THRU METAL DECK, SKYLIGHT CURB, AND ANGLE, @ 6" C-C PROVIDE ISOLATOR BETWEEN ALUMINUM SKYLIGHT FRAME AND STEEL FRAMING CRICKET (HIGH SIDE OF SKYLIGHT ONLY) GALV. L3x3x1/4 w/ 4-#1/2" DIA. MACHINE BOLTS w/ WELDED NUTS, TYP. ON 2 SIDES OF OPENING 3/16 3/16 TYP. SECURITY GRILL, 1/2"Ø GALV. BARS @ 3" EACH WAY RIGID INSULATION STRUCTURAL STEEL TUBE TRUSSMETAL ROOFING PANELS FIBERGLASS REINF. GYPSUM ROOF BOARD FLASHING OF NAILER PER MANUFACTURER 2x NAILER PER MANUFACTURER RIDGE PLATE MORTAR OR OTHER APPROVED MATERIALS FOR WEATHER BLOCKING 1/4" THICK x 6" WIDE CONT. BENT PLATE AT RIDGE HSS AT RIDGE 3/16 2-12 1S-502 DECK PINS PER1- HSS AT BOTTOM CHORD - FOR WELDED CONN. SEE L3x3 LATERAL BRACING ANGLE BETWEEN TRUSSES- SEE 6S-502 6S-502 RIGID INSULATION FIBERGLASS REINF. GYPSUM ROOF BOARD TOP CHORD OF TUBE STEEL TRUSS BOTTOM CHORD OF TUBE STEEL TRUSS FIBERGLASS REINF. GYPSUM ROOF BOARD METAL DECK 5- AB TRUSS CHORD TO BEARING PLATE 1'-1" LONG x 7 5/8" TALL x 1/4" THICK STEEL BEARING BENT PLATE w/ 2-3/4"Ø THOUGH BOLTS METAL ROOFING PANELS (E) CONCRETE BLOCK WALL FASCIA CONNECTION SEET.O.W. EL. - SEE ROOF FRAMING PLAN WORKING POINT 7- 2'-0" 3/16 1" DRYPACK 4"
7"
1 1/2"
MIN. TRUSS CHORD MEMBER METAL ROOFING PANEL TRUSS BEARING PLATE WITH TWO THROUGH BOLTS 1 1/2" 10" 1 1/2" ADHESIVE ANCHOR BOLT AT BENT PLATE LEDGER, TYP. 1/4" THICK STEEL BENT PLATE LEDGER, CUT BOTTOM HORIZ. LEG AT TRUSS BEARING PLATE, CONTINUE VERT. LEG & TOP HORIZ. LEG TO TUBE TRUSS, TYP. FIBERGLASS REINF. GYPSUM ROOF BOARD METAL DECK 3" TYP. 1/2" CLR. TYP. T.O.W. EL. (E) INTERIOR FACE OF CONCRETE BLOCK WALL 4- DRYPACK SEAL GAPS BETWEEN BENT PLATE, TRUSS MEMBERS AND BEARING PLATE WITH MASTIC SEALANT ROOF TRUSS TOP AND BOTTOM CHORDS BEYOND FIBERGLASS REINF. GYPSUM ROOF BOARD METAL DECK AB 5/8" DIA. ADHESIVE BOLT @ 2'-0" O.C. MAX., EMBED 5" METAL ROOFING PANELS (E) CONCRETE BLOCK WALL BENT PLATE FASCIA T.O.W. EL. - SEE ROOF FRAMING PLAN 1/4" THICK STEEL CONT. BENT PLATE LEDGER ANGLE BETWEEN ROOF TRUSSES 6"6" 5- 5" 1 1/4" DRYPACK
EMBED DECK PINS PER 1- FIBERGLASS REINF. GYPSUM ROOF BOARD METAL DECK 3/16" CONT. GALV. STEEL BENT PLATE FASCIA 1 1/2" 1 1/2" 1/2" CLR. 3" 3/16 CONN. PLATE TO FASCIA TRUSS TOP CHORD TUBE 1/4" STEEL CONN. PLATE EACH SIDE OF TOP CHORD TUBE WELDED TO FASCIA 2-5/8" DIA. THRU BOLTS 6" 2" 8" DECK PINS PER 1- METAL ROOFING PANELS 1/2" RIGID INSULATION METAL ROOFING PANELS FIBERGLASS REINF. GYPSUM ROOF BOARD METAL ROOF DECK 4"
(E) CONCRETE BLOCK WALL 12 3/16" CONT. GALV. STEEL BENT PLATE FASCIA T.O.W. EL. VARIES - SEE ROOF FRAMING PLAN6" 2" 8" DECK PINS PER 1- BATTENS AND CHANNEL CONNECTIONS PER ROOFING MFR. DETAILS NEOPRENE CLOSURE, INSTALL PER THE DECK MANUFACTURERS RECOMENDATIONS STEEL CLOSURE, INSTALL PER THE DECK MANUFACTURERS RECOMMENDATIONS C8x11.5 w/ 3/4" DIA. THROUGH BOLT @ 16" C8x11.5 2'-0" 10'-2" 10'-2" 2'-0" 5'-1" 5'-1" 5'-1" 5'-1" TRUSS TOP CHORD MEMBER TRUSS WEB MEMBER, TYP. TRUSS BOTTOM CHORD MEMBER 3/16 TYP. TOP CHORD TO BOTTOM CHORD MEMBER TYP. NEAR & FAR SIDE OF WEB MEMBERS TYP. NEAR & FAR SIDE OF CHORD MEMBERS NOTE: ALL TRUSS CHORD & WEB MEMBERS ARE HSS 3x3x5/16 STRUCTURAL STEEL TUBE, U.N.O. 3/16" THICK END PLATE WITH SEAL WELD, TYP. G WORKING POINT TYP. AT EACH END OF BOTH WEBS TYP. 3/16 R Know what'sbelow. Callbefore you dig. EY EJH JQ S-501 1 TYPICAL ROOF DECK SECTION _ SCALE: 3"=1'-0" 2 EDGE OF ROOF SKYLIGHT OPENING _ SCALE: 3"=1'-0" 3 RIDGE LINE CONNECTION _ SCALE: 1 1/2"=1'-0" 4 ROOF TRUSS TO WALL CONNECTION _ SCALE: 1"=1'-0" 5 TRUSS TO WALL CONNECTION _ SCALE: 1"=1'-0" 6 ROOF DECK TO WALL CONNECTION BTW TRUSS _ SCALE: 1"=1'-0" 7 TRUSS CHORD TO FASCIA CONNECTION _ SCALE: 1 1/2"=1'-0" 8 ROOF DECK TO WALL CONNECTION _ SCALE: 1 1/2"=1'-0" 9 ROOF TRUSS CHORD & TRUSS CONNECTION DETAIL _ SCALE: 1"=1'-0" 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 9 14
March 5, 2024, Reg. CC Mtg., Page # 190
L3x3x1/4 (x0'-2" LONG) HSS RIDGE LINE MEMBER CONT. BENT PLATE METAL DECK 1/2" MAX. TYP. METAL ROOFING PANELS FIBERGLASS REINF. GYPSUM ROOF BOARD HSS WEB MEMBER 3/16 2 3/16 HSS TRUSS TOP CHORD RIGID INSULATION METAL ROOF PANELS FIBERGLASS REINF. GYPSUM ROOF BOARD METAL ROOF DECK (E) CONCRETE BLOCK WALL T.O.W. EL. VARIES - SEE ROOF FRAMING PLAN 12 BENT PLATE HSS RIDGE LINE 3/16" CONT. GALV. MEMBER STEEL BENT PLATE FASCIA 6" 2" 8" DECK PINS PER 1S-501 BATTENS AND CHANNEL CONNECTIONS PER ROOFING MFR. DETAILS 2 1/2"
L4X4X1/4" (1'-6" LONG) w/ 2-3/4" THROUGH BOLTS 1/2" CLR. 9- C8x 10d SELF DRILLING, SELF TAPPING METAL SCREW 3/8" THICK x 2-3/4" SHEAR TAB w/ 2-5/8 DIA. M.B.'S 1/4 SHEAR TAB TO ANGLE 3" 1 1/2" 1 1/2" EQ. EQ. METAL DECK 1/2" L4x4-SEE ROOF FRAMING PLAN S-102 L4x4 - SEE ROOF FRAMING PLAN S1102 SKYLIGHT CURB METAL ROOFING PANELS STEEL BENT PLATE FASCIA L2x2x3/16 x0'-6" 3/16 TYP. HSS RIDGE BEAM 1/2" MIN. 1/2"
(MIN.) 3/16 TYP. L3x3x1/4 BRACE OCCURS ONLY AT ONE LOCATION. U.N.O. 1/2" (MIN.) 1/2"
MIN. HSS RIDGE BEAM TYP. STRUCTURAL STEEL TUBE ROOF TRUSS HSS 3x3x3/16 HORIZ. BRACE CONNNECTING ALL ROOF TRUSSES TYP. 3/16 TYP. TYP DECK OPENINGS 6" AND LARGER BUT LESS THAN 12" NOTE: FOR OPENINGS LESS THAN 6" IN BOTH DIRECTIONS, REINFORCING IS NOT REQUIRED. TYP @ EACH FLUTE 6" MIN. TYP. OPENING 2" MIN. MTL DECK 6" 12 GA PLATE TYP. 22-6 PLATE EXISTING MASONRY WALL CUT EXISTING ANCHORAGE BACK TO 1" INTO THE EXISTING WALL CHIP GROUT AROUND THE HOLE, CLEAN AND PATCH

HOLE WITH REPAIR GROUT,
SIKATOP 123 PLUS, OR
APPROVED EQUAL (MATCH FROUT COLOR WITH EXISTING CMU WALL COLOR) 1/2" 1 1/2" 3" 1 1/2" 1 1/4" 1 1/4" HSS TRUSS TOP CHORD 3/16 2-5/8" DIA. BOLTS L4x4 - SEE ROOF FRAMING 3/8" THICK SHEAR TAB 1 1/2" 1/2" CLR. L4x RIDGE BEAM SUPPORT C8x LEDGER 6 1/4" (E) FIELD VERIFY 7 7/8" (E)
FIELD VERIFY TOP OF EXISTING CMU WALL HSS 3x RIDGE BEAM BENT PLATE AT RIDGE 3- HIGH-STRENGTH EPOXY BONDING AGENT, SIKADUR-32 HI-MOD OR APPROVED EQUAL FILL (E) RIDGE BEAM VOID w/ CEMETITIOUS GROUT. HUB 100 II OR APPROVED EQUAL (MATCH COLOR WITH SURROUNDING CMU WALL) 10d SELF DRILLING, SELF TAPPING METAL SCREW. SCREW THRU METAL DECK, SKYLIGHT CURB, AND ANGLE, @ 6" C-C 3/8" THICK x 2-3/4" SHEAR TAB w/ 2-5/8 DIA. M.B.'S 1/4 SHEAR TAB TO RIDGE PLATE 3" 1 1/2" 1 1/2" EQ. EQ. METAL DECK 1/2" L4x4-SEE ROOF FRAMING PLAN S-102 1/4" THICK (x0'-4" DEEP) PLATE WELDED TO BENT PLATE EDGE AT SKYLIGHT OPENING SKYLIGHT CURB CRICKET (HIGH SIDE OF SKYLIGHT ONLY) METAL ROOFING PANELS 1/4 1/4 PROVIDE FLASHING AND SEALANT AS REQUIRED FOR WATERTIGHT CONSTRUCTION BENT PLATE FASCIA 3/16 OPTIONAL JOINT IN FASCIA-ONE PER SIDE MAXIMUM GRIND SMOOTH STRUCTURAL STEEL TUBE TRUSS TOP CHORD 1/4" STEEL CONN. PLATE EACH SIDE OF THE CHORD TUBE WELDED TO FASCIA 7S-501 TYP. WELDED END PLATE R Know what'sbelow. Callbefore you dig. EYEJH JQ S-502 3 RIDGE LINE MEMBER TO END WALL CONNECTION _ SCALE: 1 1/2"=1'-0" 5 FASCIA CORNER CONNECTION _ SCALE: 3"=1'-0" 6 ROOF TRUSS BRACING _ SCALE: 1 1/2"=1'-0" 7 SMALL OPENING IN METAL DECK _ SCALE: 1 1/2"=1'-0" 8 REMOVE EXISTING MASONRY ANCHORS _ SCALE: 3"=1'-0" 2 ANGLE TO HSS ROOF FRAMING CONNECTION _ SCALE: HALFSCALE 1 RIDGE LINE MEMBER TO TRUSS CONNECTION _ SCALE: 1 1/2"=1'-0" 4 ANGLE TO ANGLE CONNECTION _ SCALE: 3"=1'-0" 9 RIDGE LINE TO END WALL CONNECTION _ SCALE: 1 1/2"=1'-0" 10 SKYLIGHT OPENING AT RIDGE LINE _ SCALE: 3"=1'-0" 11 TRUSS CHORD TO FASCIA - SPLICE CONNECTION _ SCALE: 3"=1'-0" 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 10 14
March 5, 2024, Reg. CC Mtg., Page # 191

CONSTRUCT ROOF UPBLAST EXHAUST FAN,
GREENHECK SIZE-140: CUBE (3/4 HP, 2,500
CFM, 1,495 RPM) OR APPROVED EQUAL, SEE STRUCTURAL PLANS FOR ANCHORAGE CONSTRUCT PROGRAMMABLE THERMOSTAT R Know what'sbelow. Callbefore you dig. MECHANICAL PLAN SCALE: 3/8"=1'-0" N KRB AML AML M-101 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 200-09353-23001 11 14
March 5, 2024, Reg. CC Mtg., Page # 192
R Know what'sbelow. Callbefore you dig. GENERAL ELECTRICAL NOTES 1. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DETAIL AS TO SCOPE, MATERIALS, AND EXECUTION OF ELECTRICAL WORK. 2. ELECTRICAL CONTRACTOR TO SIZE ALL WIRING NOT EXPLICITLY SHOWN ON DRAWINGS ACCORDING TO THE REQUIREMENTS OF NATIONAL ELECTRICAL CODE (NEC) FOR THE SPECIFIC APPLICATION AND CONDITIONS. 3. ALL CONDUCTORS SHALL BE COPPER (MINIMUM SIZE #10 AWG UNLESS SPECIFICALLY NOTED OTHERWISE). 4. CONTRACTOR SHALL SUBMIT SEISMIC ANCHORAGE CALCULATIONS IN CONFORMANCE WITH CODE REQUIREMENTS AND PROVIDE SEISMIC ANCHORAGE MEANS FOR EQUIPMENT IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE. 5. THE ELECTRICAL CONTRACTOR SHALL CONFORM WITH ALL LOCAL CODES AND ORDINANCES, THE STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS,THE NATIONAL ELECTRICAL CODE AND ANY ADDITIONAL JURISDICTIONS RELATING TO THE WORK. 6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, SERVICES, SWITCHBOARDS, AND VFD'S REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. 7. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS, OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR HIGHER STANDARD SHALL PREVAIL. 8. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE SHALL BE WEATHERPROOF. 9. ALL ELECTRICAL EQUIPMENT IN THIS PROJECT SHALL BE U.L. LISTED. 10. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED AT 30" BELOW FINISHED GRADE MINIMUM. 11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND FACILITIES AND PROTECTING THESE FACILITIES FROM DAMAGE. 12. THE ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY FIELD CONDITIONS. 13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING UNDERGROUND FACILITIES. 14. CONTRACTOR SHALL PROVIDE ALL NEEDED CHANNELS, ANGLES, AND ANY OTHER MATERIALS REQUIRED TO SUPPORT LUMINAIRES, CONDUIT, AND ELECTRICAL EQUIPMENT IN THE LOCATIONS SHOWN ON THE DRAWINGS. 15. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OR USE ANY ATTACHMENTS THAT WOULD IMPAIR THEIR STRENGTH. 16. CONTRACTOR SHALL DESIGN SUPPORTS IN BETWEEN THE STRUCTURAL SUPPORT MEMBERS AND SUBMIT THE DESIGN AS A SHOP DRAWING SUBMITTAL. 17. INSTRUMENTATION IS SHOWN IN THE GENERAL VICINITY OF THE INTENDED LOCATION AND MAY NOT NECESSARILY MATCH LOCATIONS ON THE PLANS. VERIFY ACTUAL LOCATIONS OF INSTRUMENTS AND RUN ASSOCIATED CONDUITS AS REQUIRED. 18. ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED, LABELED AND INSTALLED PER THE CALIFORNIA ELECTRICAL CODE, THE INSTALLATION STANDARDS/MANUFACTURER'S RECOMMENDATIONS AND, IF REQUIRED, A RECOGNIZED ELECTRICAL TESTING LABORATORY. 19. ALL EXPOSED CONDUITS TO BE GALVANIZED RIGID STEEL FOR DRY LOCATIONS AND PVC COATED GALVANIZED RIGID STEEL IN WET LOCATIONS UNLESS OTHERWISE STATED ON THE PLANS. ELECTRICAL ABBREVIATIONS (D) DEMOLISH (E) EXISTING (F) FUTURE (N) NEW (R) RELOCATE A AMPERES, ANALOG SIGNAL AC ALTERNATING CURRENT AF AMPERES FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERES INTERRUPTING CAPACITY AT AMPERES TRIP AWG AMERICAN WIRE GAUGE BC BARE COPPER BFG BELOW FINISHED GRADE C CONDUIT CB CIRCUIT BREAKER CCT CORRELATED COLOR TEMPERATURE CO CONDUIT ONLY CP CONTROL PANEL CPT CONTROL POWER TRANSFORMER CRI COLOR RENDERING INDEX CT CURRENT TRANSFORMER CU COPPER DC DIRECT CURRENT DSB DISTRIBUTION SWITCHBOARD EF EXHAUST FAN ELEV ELEVATION ETM ELAPSED TIME METER EWH ELECTRIC WATER HEATER FCB FEEDER CIRCUIT BREAKER FIT FLOW INDICATING TRANSMITTER FLEX FLEXIBLE FLUOR FLUORESCENT FPP FIBER OPTIC PATCH PANEL FPR FEEDER PROTECTION RELAY FVNR FULL VOLTAGE NON-REVERSING STARTER G, GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER HH HANDHOLE HID HIGH INTENSITY DISCHARGE HMI HUMAN MACHINE INTERFACE HOA HAND / OFF / AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM HS HAND SWITCH JB, JBOX JUNCTION BOX KAIC KILOAMPERES INTERRUPTING CAPACITY KVA KILOVOLT-AMPERE KW KILOWATT KWH KILOWATT-HOUR LED LIGHT EMITTING DIODE LCP LOCAL CONTROL PANEL LIT LEVEL INDICATING TRANSMITTER LOS LOCKOUT STOP SWITCH LSLL LEVEL SWITCH LOW-LOW LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCCB MOLDED CASE CIRCUIT BREAKER MCP MOTOR CIRCUIT PROTECTOR MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MPR MOTOR PROTECTION RELAY MXR MIXER NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NO. NUMBER NTS NOT TO SCALE P POLE PB PUSHBUTTON, PULLBOX PCS PVC COATED STEEL PE PHOTOELECTRIC PFR PHASE FAILURE RELAY PH PHASE PIT PRESSURE INDICATING TRANSMITTER PLC PROGRAMMABLE LOGIC CONTROLLER PQM POWER QUALITY MONITOR PSH PRESSURE SWITCH HIGH PT POTENTIAL TRANSFORMER REC, RECEPT RECEPTACLE RGS RIGID GALVANIZED STEEL SCCR SHORT CIRCUIT CURRENT RATING SCE SOUTHERN CALIFORNIA EDISON SPD SURGE PROTECTION DEVICE SSS SOLID STATE STARTER (SOFT STARTER) SWBD SWITCHBOARD TEMP TEMPERATURE TYP TYPICAL UON UNLESS OTHERWISE NOTED V VOLT(S) VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WATT, WIRE WP WEATHERPROOF XFMR TRANSFORMER SYMBOL NOTES 1. THIS DRAWING CONTAINS INDUSTRY STANDARD SYMBOLS. NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. 2. FOR HOA SWITCHES, "XOO" INDICATES THAT THE TOP CONTACT IS CLOSED WHEN THE SWITCH IS SET TO HAND MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN; "OXO" INDICATES THAT THE MIDDLE CONTACT IS CLOSED WHEN THE SWITCH IS SET TO OFF MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN; "OOX" INDICATES THAT THE BOTTOM CONTACT IS CLOSED WHEN SWITCH IS IN AUTO MODE, ALL OTHER SWITCH CONTACTS ARE OPEN. SYMBOL DESCRIPTION ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS O/L CONTACT TIMED CONTACT, CONTACT ACTION REVERSES ON ENERGIZATION (ON DELAY) TIMED CONTACT, CONTACT ACTION REVERSES ON DE-ENERGIZATION (OFF DELAY) PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT LIMIT SWITCH SELECTOR SWITCH HOA: HAND-OFF-AUTO (HOA SHOWN IN HAND MODE) HO: HAND-OFF HOR: HAND-OFF-REMOTE R-O: REMOTE-OFF SEE SYMBOLE NOTE 2. MOTOR OVERLOAD DEVICE CONTACTS PILOT LIGHT A= AMBER, G= GREEN, R= RED, W= WHITE CONTROL RELAY TIME DELAY RELAY MOTOR OR STARTER COIL SOLENOID OPERATED VALVE ELAPSED TIME METER FUSE CONTROL POWER TRANSFORMER GROUND MOTOR SPACE HEATER HAND AUTO OFF OOX NORMALLY OPEN NORMALLY CLOSED LEVEL SWITCH PRESSURE SWITCH TEMPERATURE SWITCH OXO XOO FLOW SWITCH F F CONDUIT & WIRE FOR FIRE ALARM SYSTEM SYMBOL A-3 SYMBOL DESCRIPTION ELECTRICAL SYMBOLS - PLANS DISCONNECT SWITCH PANELBOARD FLEXIBLE CONDUIT CONNECTION (FROM COUPLING/STUB-UP OR JBOX) CONDUIT BENDS AWAY FROM OBSERVER CONDUIT BENDS TOWARD OBSERVER HOMERUN TO PANEL "A", CIRCUIT 3 GROUNDING CONDUCTOR 30" BELOW GRADE UNDERGROUND CONDUIT CONDUIT REFERENCE A = ANALOG SIGNAL C = CONTROL D = DATA LINK F = FIBER OPTIC P = POWER T = TELEPHONE FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a JUNCTION BOX DUPLEX RECEPTACLE (WP, GFCI AS INDICATED) HANDHOLE OR PULL BOX EXIT LIGHT SMOKE DETECTOR FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE POLE MOUNTED LUMINAIRE TELEPHONE OUTLET DATA OUTLET CONDUIT SEAL F DUCT SMOKE DETECTOR R R R CONDUIT & WIRE FOR ELECTRONIC KEY PAD TO PLC FACP FIRE ALARM CONTROL PANEL SWITCH (3 = 3-WAY SWITCH, 4 = 4-WAY SWITCH, ETC.) KP ELECTRONIC KEYPAD FDSJS3 a P001 G J F A150 LUMINAIRE REFERENCE SEE LUMINAIRE SCHEDULE FOR DETAILS LUMINAIRE TYPE LAMP WATTAGE EXPOSED CONDUIT WALL MOUNTED LUMINAIRE CONDUIT STUBBED AND CAPPED LOCAL CONTROL SWITCH T THERMOSTAT DEVICE SYMBOL DESCRIPTION ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM SOLID STATE STARTER (SOFT STARTER) VARIABLE FREQUENCY DRIVE MOTOR OVERLOAD HEATER DRY TYPE TRANSFORMER POTENTIAL TRANSFORMER CURRENT TRANSFORMER FUSE LOW VOLTAGE CIRCUIT BREAKER MCCB UON MOTOR, 40 HORSEPOWER GROUNDING ELECTRODE NON-FUSED DISCONNECT SWITCH VALVE MOTOR AND ACTUATOR MAGNETIC MOTOR STARTER FVNR1 = FULL VOLTAGE NON-REVERSING, NEMA SIZE 1 RV2S2W = REDUCED VOLTAGE 2-SPEED, 2-WINDING FUSED DISCONNECT SWITCH FVNR1 M METER, ELECTRIC UTILITY GRADE UON SSS VFD TD1 CR1 AR1 RETMM SPD SURGE PROTECTION DEVICE PQM POWER QUALITY MONITOR SST SOLID STATE TRIP FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a a W/ EMERGENCY BATTERY PACK EMERGENCY LIGHT IS INTRUSION SWITCH 40 MOTOR (NUMBER INDICATES HORSEPOWER) COMBINATION STARTER & DISCONNECT SWITCH MPR MOTOR PROTECTION RELAY TD1 CR1 AR1 M DOWN LIGHT 40 GROUND ROD MK JLJL E-001 02/01/2024 1:02:04 PM
MDORTA
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
modifications or alterations to these plans or specifications without the prior written permission of the Building Official. The stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an approval of any work or activity that violates any provisions of any County Ordinance or State Law

BUILDING AND SAFETY DIVISION
Department of Public Works

APPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31
200-09353-23001 12 14
March 5, 2024, Reg. CC Mtg., Page # 193
SS
J

IS T IS IS
(E) ROOF MOUNTED

EXHAUST FAN
(E) WALLPACK

WITH PHOTOCELL
(E) LIGHT FIXTURE
TYP. 9
(E) LIGHT FIXTURE
(E) ROOF MOUNTED

ANTENNA
(E) SWITCHBOARD "SWBD MSB"
480/277V, 400A, 3Ø, 4W (E) MCC "BOOSTER PUMP MCC"
480/277V, 600A, 3Ø, 4W
(E) PANEL A
240/120V, 100A,
1Ø, 3W
(E) 10KVA XFMR
480-240/120V, 1Ø
1 2
3 4
5 6
(E) WALLPACK
TYP. 4
(E) PHOTOCELL

TELEMETRY

CONTROL PANEL
(E) SPRINKLER CONTROL
(E) INTRUSION SWITCH
TYP. 3
(E) INSTRUMENT
(E) TEMPORARY

GENERATOR
R Know what'sbelow. Callbefore you dig.
02/9/2024

CONSTRUCTION NOTES

EXISTING LIGHT FIXTURES SHALL BE REMOVED AND
DISPOSED PRIOR TO ROOF REMOVAL. NEW LIGHTS WILL
BE INSTALLED AFTER THE NEW ROOF IS PLACED. REFER
TO SHEET E-102 FOR MORE DETAILS.

EXISTING LIGHT FIXTURE IN THE RESTROOM TO BE KEPT
IN PLACE.

EXISTING WALLPACKS SHALL BE REMOVED AND
DISPOSED. CONDUITS/WIRES SHALL BE KEPT IN PLACE.

THESE WALLPACKS WILL BE REPLACED NEW ONES. REFER
TO SHEET E-102 FOR MORE DETAILS.

EXISTING WALLPACK WITH PHOTOCELL SHALL BE
REMOVED AND DISPOSED. CONDUITS/WIRES SHALL BE
KEPT IN PLACE. THIS WALLPACK WILL BE REPLACED A
NEW ONE. REFER TO SHEET E-102 FOR MORE DETAILS.

EXISTING ROOF MOUNTED EXHAUST FAN AND

DISCONNECT SWITCH SHALL BE DISCONNECTED AND
REMOVED. NEW EXHAUST FAN AND DISCONNECT SWITCH
WILL BE INSTALLED AFTER THE NEW ROOF IS PLACED.

REFER TO SHEET E-102 FOR MORE DETAILS.

EXISTING ROOF MOUNTED ANTENNA SHALL BE REMOVED

AND TEMPORARILY PLACED ON A MAST OUTSIDE THE

BUILDING AT THE SIMILAR HEIGHT AND DIRECTION AND

CONNECTED TO THE TELEMETRY CONTROL PANEL PRIOR
TO ROOF REMOVAL.
1 2

GENERAL NOTES

1. THE SCOPE OF WORK IS TO REPLACE THE WOODEN ROOF
WITH A STEEL ROOF. THE EXISTING ROOF MOUNTED EXHAUST
FAN WILL BE REPLACED WITH A NEW ONE. THE EXISTING
CEILING AND OUTDOOR LIGHTS SHALL BE REPLACED. A NEW

WALLPACK SHALL BE INSTALLED ON THE SOUTH-WEST WALL
OF THE BUILDING.

2. PRIOR TO BEGINNING ANY WORK DETERMINE THE EXACT

LOCATIONS OF THE EXISTING EQUIPMENT, LIGHT FIXTURES,
AND CONDUITS/WIRING.

3. THE CONDUITS AND WIRING ATTACHED TO THE WOODEN
ROOF SHALL BE DISCONNECTED AND REMOVED. TEMPORARY

CONDUITS AND WIRES SHALL BE INSTALLED TO KEEP THE
PUMP STATION IN OPERATION DURING THE CONSTRUCTION.

NEW CONDUITS AND WIRES SHALL BE INSTALLED AFTER THE
NEW ROOF IS INSTALLED.

4. CONTRACTOR NOT TO EXCEED 8 HOURS OF POWER AND

ANTENNA OUTAGE FROM OLD ELECTRICAL CONNECTIONS TO
NEW CONNECTION TRANSITION.

5. ALL CONDUIT LOCATIONS ARE SCHEMATIC/DIAGRAMMATIC.
3 MK
JL
JL
E-101
1 ELECTRICAL DEMO PLAN _ SCALE: 3/8"=1'-0" N
4 5
6 (E) INSTRUMENT
March 5, 2024, Reg. CC Mtg., Page # 194
SS
J

IS T IS IS
(N) ROOF MOUNTED

EXHAUST FAN
(E) LIGHT FIXTURE

ANTENNA
(E) SWITCHBOARD "SWBD MSB"
480/277V, 400A, 3Ø, 4W
(E) MCC "BOOSTER PUMP MCC"
480/277V, 600A, 3Ø, 4W (E) PANEL A
240/120V, 100A,
1Ø, 3W
1 (E) PHOTOCELL
A
76 TYP. 7
B
32 TYP. 5
BB
32 (E) 10KVA XFMR
480-240/120V, 1Ø

TELEMETRY

CONTROL PANEL
2 3
4 5
(N) ELECTRICAL

DISCONNECT
6 7
(E) SPRINKLER CONTROL
(E) INSTRUMENT
3/4"C, 2#12, 1#12GND
(E) TEMPORARY

GENERATOR
1 AA
76 TYP. 2
R Know what'sbelow. Callbefore you dig.
02/9/2024

CONSTRUCTION NOTES

NEW LIGHT FIXTURES WILL BE INSTALLED AT THE SAME
LOCATIONS AFTER THE NEW ROOF IS INSTALLED.

EXISTING LIGHT FIXTURE IN THE RESTROOM TO BE KEPT
IN PLACE.

INSTALL NEW WALLPACK AND CONNECT TO EXISTING
CONDUIT/WIRES.

INSTALL NEW WALLPACK WITH PHOTOCELL AND
CONNECT TO EXISTING CONDUIT/WIRES.

INSTALL NEW ROOF MOUNTED EXHAUST FAN.

NEW DISCONNECT SHALL BE INSTALLED ON THE ROOF
AND NEAR THE NEW ROOF MOUNTED EXHAUST FAN.

EXISTING ANTENNA SHALL BE REINSTALLED AND

PERMANENTLY SUPPORTED/ATTACHED IN THE ORIGINAL

LOCATION AT THE SIMILAR HEIGHT AND DIRECTION AFTER
THE NEW ROOF HAS BEEN INSTALLED.
1 2

GENERAL NOTES

WALLPACK SHALL BE INSTALLED ON THE SOUTH-WEST WALL
OF THE BUILDING.

2. PRIOR TO BEGINNING ANY WORK DETERMINE THE EXACT

LOCATIONS OF THE EXISTING EQUIPMENT, LIGHT FIXTURES,
AND CONDUITS/WIRING.

3. NEW CONDUITS AND WIRES SHALL BE INSTALLED AFTER THE
NEW ROOF IS INSTALLED.

4. ALL CONDUIT LOCATIONS ARE SCHEMATIC/DIAGRAMMATIC.

5. EXPOSED CONDUITS SHALL BE GALVANIZED RIGID STEEL
CONDUITS. ELECTRICAL METALLIC TUBING IS ACCEPTABLE
FOR INDOOR LIGHTING.
3 MK
JL
JL
E-102
1 ELECTRICAL SITE PLAN _ SCALE: 3/8"=1'-0" N
4 5

LIGHTING FIXTURE SCHEDULE

MANUFACTURER
AND
CATALOG NO.

DESCRIPTION AND VARIATIONS

FIXTURE LAMPS FIXTURE

FIXTURE
I.D. INCAND. FLUOR. H.P.S. MET. HAL. LED VOLTS NO RECESS SURFACE PEND. WALL POLEWATTS AND
TYPE
761120
NEMA 4X FIBERGLASS HOUSING PENDANT MOUNTING, FEM LED
LUMINAIRE WITH 5000K COLOR TEMPERATURE. DIMMABLE WITH
FITTINGS ON BOTH ENDS AND DUAL PENDANT MOUNTING BRACKETS.

LITHONIA
FEM-L96-12000LM-LPACL-MD-GZ10-50K-80CRIDPMB-WLFEND2 OR APPROVED EQUAL. 321120
LED WALL PACK, PRISMATIC GLASS LENS. IP65 RATED. 5000K COLOR TEMPERATURE.

LITHONIA
TWX2 LED-P2-50K-MVOLT OR EQUAL
A
76 B
32 321120
LED WALL PACK, PRISMATIC GLASS LENS. IP65 RATED. 5000K COLOR TEMPERATURE. EQUIPPED WITH PHOTOCELL.

LITHONIA
BB TWX2 LED-P2-50K-MVOLT-PE OR EQUAL
32 6
7 (E) INSTRUMENT
761120
NEMA 4X FIBERGLASS HOUSING PENDANT MOUNTING, FEM LED
LUMINAIRE WITH 5000K COLOR TEMPERATURE. DIMMABLE WITH
FITTINGS ON BOTH ENDS AND DUAL PENDANT MOUNTING BRACKETS.

EQUIPPED WITH LED BATTERY PACK.

LITHONIA
FEM-L96-12000LM-LPACL-MD-GZ10-50K-80CRIDPMB-WLFEND2-E10WMCP OR APPROVED EQUAL.

AA
76 March 5, 2024, Reg. CC Mtg., Page # 195

NOTICE OF EXEMPTION
Project Description:

Appian Way Pump Station Roof Replacement – The Appian Way Pump Station, located at 26255 Appian Way, Lomita, CA, is more than 30 years old and has an original wooden roof with one exhaust fan and four skylights. The condition of this wooden roof has deteriorated with extensive termite damage and infestation.

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
Replacement or Reconstruction of existing structures and facilities, Exemption (CEQA Guidelines, Section 15302 Class 2)
Statutory Exemption
Emergency Project
Quick Disapproval [CEQA Guidelines, Section 15270]
No Possibility of Significant Effect [CEQA Guidelines, Section 15061(b)(3)] Supporting Reasons In accordance with Section 15302 Replacement or Reconstruction, Class 2 consist of replacement of existing structure or facilities where the new facilities will be located on the same site as the old structure replaced and will have substantially the same purpose and capacity as the structure replaced. Per this California Environmental Quality Act (CEQA) Guidelines, the installation and use of the new underground pipe will be to supply water to the same customers, replacing old 1928 pipes and providing the same water capacity. 03/05/2024
Date Carla Dillon, Director of Public Works
Public Works Department
24300 Narbonne Avenue
Lomita, CA 90717
310/325-7110
Attachment No. 2
March 5, 2024, Reg. CC Mtg., Page # 196

Statutory Exemptions. State code number:

_______________________________________________
Print Form
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
March 5, 2024, Reg. CC Mtg., Page # 197
1 TO: City Council
FROM: Joe Hoefgen, Interim City Manager
PREPARED BY: Carla Dillon, P.E., Public Works Director
Joe Vida, Management Analyst
MEETING DATE: March 5, 2024
SUBJECT: Installation of Speed Limit Signs and Painting of Speed Legends on Lucille Avenue

RECOMMENDATION

1. Install a “SPEED LIMIT 25” sign (R2-1 (25)) on west side of Lucille Avenue approximately sixty (60) feet south of the south curb line of Pacific Coast Highway.

2. Install a “SPEED LIMIT 25” sign (R2-1 (25)) on east side of Lucille Avenue approximately fifty (50) feet north from the southern terminus of Lucille Avenue.

3. Paint a “25” Speed Legend on west side of Lucille Avenue approximately sixty (60) feet south of the south curb line of Pacific Coast Highway.

4. Paint a “25” Speed Legend on east side of Lucille Avenue approximately fifty (50) feet north of the southern terminus of Lucille Avenue.

BACKGROUND
Staff received a request from a resident to address and reduce excessive speeding on Lucille Avenue, South of Pacific Coast Highway. Staff investigated the issue and determined there are currently no speed limit signs or speed legends on this portion of Lucille Avenue. Based upon the investigation, two speed limit signs and two speed legend markings are recommended. Speed legends are painted numerals on the roadway that indicate the legal speed limit in miles per hour.

In 2023 the City retained an engineering firm to prepare a Traffic Calming Toolkit. Traffic calming refers to the use of traffic control strategies to reduce the negative impacts of motor vehicle use, alter driver behavior to reduce undesirable driving practices, and improve conditions for non-motorized street users. The intent of the Toolkit was to provide the Technical Traffic Advisory Committee (TTAC) with additional tools for addressing Item No. 7e

CITY OF LOMITA

CITY COUNCIL REPORT
March 5, 2024, Reg. CC Mtg., Page # 198
2 specific types of concern. Speed and safety were identified as issues that could be addressed by the speed legend and signage tools, and these tools can be deployed for relatively low cost. Per the Toolkit, Lucille Avenue is in the category of local streets and these tools are appropriate for the application.

In this particular case it is believed that the use of speed legends and signage will slow the flow of traffic on Lucille Avenue. The Toolkit identifies speed legends as “painted numerals on the roadway that indicate the legal speed limit in miles per hour to catch driver attention, influencing them to reduce vehicle speed and exercise caution. Typically placed near speed limit signs, they are useful in reinforcing speed limits.” The Toolkit also states that “signage is typically used to remind drivers of roadway speed limits, critical safety considerations, and the rules of the road.”
Figure 1: Location of Signage
March 5, 2024, Reg. CC Mtg., Page # 199
3 Staff recommend installing twenty-five (25) mile per hour speed limit signs and painting speed legends on Lucille Avenue at two locations:

1. On the southbound side, the sign is to be placed approximately sixty (60) feet south of the south curb line of Pacific Coast Highway, in an open grass area, past two existing electrical boxes. The street marking would be adjacent to the sign, in the southbound lane.

2. On the northbound side, the sign is to be placed approximately fifty (50) feet north of the southern terminus of the street, near an existing telephone pole, and across from the residence at 26025 Lucille Avenue. The street legend would be adjacent to the sign, in the northbound lane.

This item was discussed at the Public Safety and Traffic Commission on February 21, 2024, and the Commission has recommended the proposed action to the City Council.

FISCAL IMPACT
It is anticipated that the cost to install the signs and paint the speed legends, including materials and labor, will be approximately $1,300.

OPTIONS

1. Approve staff’s recommendation.

2. Provide alternative direction.

Reviewed by: Approved by:

_______________________ ______________________
Gary Y. Sugano Joe Hoefgen
Assistant City Manager Interim City Manager
Prepared by: Prepared by:
_________________________ _______________________
Carla Dillon, P.E. Joe Vida
Public Works Director / City Engineer Management Analyst March 5, 2024, Reg. CC Mtg., Page # 200
1 TO: City Council
FROM: Joe Hoefgen, Interim City Manager
PREPARED BY: Carla Dillon, Public Works Director
Mark Andersen, Chief Water Operations Manager
MEETING DATE: March 5, 2024
SUBJECT: Professional Services Agreement for SCADA Upgrade

RECOMMENDATION
Approve a Professional Services Agreement with AES Global, Inc. for the upgrade of the existing Water Division Supervisory Control and Data Acquisition system; and authorize the Interim City Manager to execute the agreement.

BACKGROUND
The City of Lomita’s Water Division routinely uses a Supervisory Control and Data Acquisition (SCADA) system to monitor various parameters across the water distribution system including water pressures, reservoir levels, booster pumps, pressure reducing valves and flow rates. SCADA is also programed to alert the 24-hour emergency standby phone if there is a drastic reduction or increase to pressure within the water distribution system or if an unforeseen power outage occurs affecting a critical water facility.

The current SCADA system is running on Windows 7 Operating System, which is at the end of its lifecycle. Microsoft no longer releases cyber security patches (updates) for this operating system, nor do they provide support. This potentially creates a critical vulnerability in one of the City's most valuable assets. In addition, the Programable Logic Control’s (PLC’s) at the Walnut turnout, Harbor Hills Reservoir, and City yard will be upgraded since the current models are no longer supported.

Once the SCADA system is upgraded, additional cyber security upgrades will take place to be performed by the City’s IT manager, NUMA Networks.

AES Global is the sole source vendor for this project due the proprietary nature of the SCADA system’s computer coding. Following the upgrades, annual SCADA maintenance costs should be reduced to less than half of the existing maintenance costs.

Item No. 7f

CITY OF LOMITA

CITY COUNCIL REPORT
March 5, 2024, Reg. CC Mtg., Page # 201
2 In November 2022, the City Council approved a Professional Service Agreement with AES Global for $47,511.50. Only $4,137 was expended on the project. Due to several unforeseen circumstances, the work has taken longer than expected. The agreement expired on December 31, 2023, and another agreement will need to be executed. Project delays included:
• Software licensing unexpectedly took four months to obtain; • AES Global staff provided unanticipated support to troubleshoot and support the integration of the control logic for the Cypress Water Production Facility (CWPF) Upgrade Project into the city's network; and
• The new SCADA computer slowly started to have unpredictable issues of failing. After four months, another computer was acquired to replace the Numa-provided computer.

This new agreement includes time for AES to continue support for the integration of the control logic for the CWPF Upgrade Project into the city's network. The work related to the CWPF Project is expected to be completed in the first three months of the new agreement term.

OPTIONS

1. Approve the recommendation

2. Continue operating SCADA using the unsupported Windows 7 platform

3. Provide further direction

FISCAL IMPACT
The remaining SCADA upgrades are proposed at $45,111.50 and will be funded from Water Account 510-630-5340, which has sufficient funds available for this purpose.

ATTACHMENT

1. Professional Services Agreement
Reviewed by: Approved by:
__________________________
Gary Y. Sugano Joe Hoefgen
Assistant City Manager Interim City Manager
Prepared by:

Carla Dillon, P.E.

Public Works Director
March 5, 2024, Reg. CC Mtg., Page # 202

CONTRACT FOR PROFESSIONAL SERVICES

BETWEEN
THE CITY OF LOMITA AND AES GLOBAL, INC.

Page 1 of 12 ends

Lomita City CouncilMarch 5, 2024

Lomita City Council
March 5, 2024