Lomita City Council
August 20, 2024

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

LOMITA CITY HALL

COUNCIL CHAMBERS
24300 Narbonne Avenue
Lomita, CA 90717
Phone: (310) 325-7110
Fax: (310) 325-4024
Next Resolution No. 2024-29
Next Ordinance No. 863
AGENDA

REGULAR MEETING

LOMITA CITY COUNCIL
TUESDAY, AUGUST 20, 2024
6:00 PM
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/81193370406
Telephone Option: (669)900-6833 Meeting ID: 811 933 70406

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 Council Meeting Agenda August 20, 2024

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

2. APPROVAL OF AGENDA

3. PRESENTATIONS

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

5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE CITY

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

6. CITY MANAGER'S REPORT (information only)

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

RECOMMENDED ACTION: That Consent Agenda Items 7a-7h be approved. a. Motion to Waive Full Reading of Ordinances and That They be Read in Title Only RECOMMENDED ACTION: Approve motion.
b. Warrant & Payroll Register
RECOMMENDED ACTION: Approve and file Warrant & Payroll Register c. Monthly Report for the Administrative Services Department RECOMMENDED ACTION: Receive and file.

Lomita City Council Meeting Agenda August 20, 2024

d. Monthly Report for the City Manager’s Department
RECOMMENDED ACTION: Receive and file.
e. Monthly Report from the Community and Economic Development Department RECOMMENDED ACTION: Receive and file.
f. Monthly Report for the Recreation and Facilities Department RECOMMENDED ACTION: Receive and file.
g. Monthly Report for the Public Works Department
RECOMMENDED ACTION: Receive and file.
h. June and July Treasury and Investment Report
RECOMMENDED ACTION: Receive and file.

8. SCHEDULED ITEMS
a. AWARD A PUBLIC WORKS AGREEMENT TO MIK CONSTRUCTION, INC. AND AWARD A

PROFESSIONAL SERVICES AGREEMENT TO FOUNTAINHEAD CONSULTING FOR THE

APPIAN WAY PUMP STATION ROOF REPLACEMENT PROJECT
Presented by Lina Hernandez, Interim Public Works Director RECOMMENDED ACTION: Award a Public Works Contract to MIK Construction, Inc. for the construction of the Appian Way Pump Station Roof Replacement Project for $625,700, plus a 15% contingency of $93,855, for a total of $719,555; award a Professional Services Agreement to Fountainhead Consulting Corporation for construction inspection, construction administration, and testing services for the Appian Way Pump Station Roof Replacement Project in the amount of $70,544, plus a 15% contingency amount of $10,582, for a total amount of $81,126; appropriate an additional $390,681 for a total project budget of $800,681 from available fund balance in the Water Fund; and authorize the City Manager to execute the agreements.

9. PUBLIC HEARINGS
None scheduled.

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 Lomita City Council Meeting Agenda August 20, 2024

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 http://www.lomita.com/cityhall/city_agendas/.

Date Posted: August 15, 2024
______________ _________________
Kathleen Horn Gregory, MMC, City Clerk

CONSENT CALENDAR
AGENDA NO. 7B
August 20, 2024
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: August 20, 2024
SUBJECT: WARRANT REGISTER

PAYROLL REGISTER
August 20, 2024 TOTAL WARRANTS ISSUED: $552,266.48
Wires Transfers: 11160-11168
Prepay: 533138
Voided: 533135, 533160
Check Numbers: 533139-533222
Total Pages of Register: 18
August 9, 2024 TOTAL PAYROLL ISSUED: $160,638.15
I hereby certify that the demands or claims covered by the checks listed on pages 1 to 16 inclusive of the check register are accurate and funds are available for payment thereof:
_
Susan Kamada
Administrative Services Director
Tuesday, August 20, 2024 Reg CC MTG, Page *5
8/14/2024 1:43:24 PM Page 1 of 16
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 8/10/2024 - 8/20/2024
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 6948 - A1 Lawnmower Shop
533139 08/20/2024 A1 Lawnmower Shop 01180 Hedger Repair 49.00 Vendor 6948 - A1 Lawnmower Shop Total: 49.00
Vendor: 7318 - A-A Backflow Testing & Maintenance
533140 08/20/2024 A-A Backflow Testing & Main… 88055 Backflow Testing 130.00 533140 08/20/2024 A-A Backflow Testing & Main… 88056 Backflow Testing 65.00 533140 08/20/2024 A-A Backflow Testing & Main… 88066 Backflow Testing 845.00 Vendor 7318 - A-A Backflow Testing & Maintenance Total: 1,040.00 Vendor: 7353 - ACE Torrance Industrial Hardware
533141 08/20/2024 ACE Torrance Industrial Hard… 11736 Pocket Hose 75" 3/4"D 44.09 533141 08/20/2024 ACE Torrance Industrial Hard… 11736 Hose Nozle Metal 9.79 533141 08/20/2024 ACE Torrance Industrial Hard… 11761 Duty Striping Pad 2-PK 3.96 533141 08/20/2024 ACE Torrance Industrial Hard… 11761 Ben Ext Flat Base 1 122.99 533141 08/20/2024 ACE Torrance Industrial Hard… 11761 Spray Paint 10 oz 26.42 533141 08/20/2024 ACE Torrance Industrial Hard… 11761 Roller Cover 4" X 1/2" 2-Pk 26.42 533141 08/20/2024 ACE Torrance Industrial Hard… 11761 Painter Tape 21.15 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 12" Carbon Steel Straight Ton… 42.99 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 Screwdriver Set 4-Pc 20.94 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 10" Steel Straight Jaw Locking… 15.42 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 Knot Cup Brush 4" X 5/8 19.83 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 Air Freshener 1.97 533141 08/20/2024 ACE Torrance Industrial Hard… 11771 Duct Tape 20 Yard yellow 7.02 533141 08/20/2024 ACE Torrance Industrial Hard… 11779 Carbide Tipped Drill Bit SDS-Pl… 10.53 533141 08/20/2024 ACE Torrance Industrial Hard… 11779 White Paint Marker 5.50 533141 08/20/2024 ACE Torrance Industrial Hard… 11779 Door Stop Wedge 5" 2-Pk 5.50 Vendor 7353 - ACE Torrance Industrial Hardware Total: 384.52 Vendor: 6664 - Alliant Insurance Services
533142 08/20/2024 Alliant Insurance Services 2775095 Special Event Insurance 395.00 533142 08/20/2024 Alliant Insurance Services 397502770429 Mayor's Golf Tournament Insu… 297.00 Vendor 6664 - Alliant Insurance Services Total: 692.00
Vendor: 0545 - Allied Waste Transfer Services (BFI Falcon TS) 533143 08/20/2024 Allied Waste Transfer Services …4404-000022745 Dump Fee 182.66 533143 08/20/2024 Allied Waste Transfer Services …4404-000022745 Dump Fee 4,156.57 Vendor 0545 - Allied Waste Transfer Services (BFI Falcon TS) Total: 4,339.23 Vendor: 13072 - ALTA Language Services, Inc.
533144 08/20/2024 ALTA Language Services, Inc. IS732978 Listening & Speaking Test 165.00 Vendor 13072 - ALTA Language Services, Inc. Total: 165.00 Vendor: 12155 - Amazon Capital Services
533145 08/20/2024 Amazon Capital Services 1DLR-3CC3-H3CM Returning Picture Frames 18 X… -54.56 533145 08/20/2024 Amazon Capital Services 1GMP-66XV-JYKR Wire Hooks for Wall Medium … 22.04 533145 08/20/2024 Amazon Capital Services 1GMP-66XV-JYKR Hole Puncher 19.79 533145 08/20/2024 Amazon Capital Services 1GMP-66XV-JYKR Command Variety Pack, Pictur… 19.45 533145 08/20/2024 Amazon Capital Services 1GMP-66XV-JYKR Drawing Mannequin Figure M… 18.73 533145 08/20/2024 Amazon Capital Services 1GQX-VKQQ-3XDD 22 X 28 Solid Wood Poster Fr… 65.59 533145 08/20/2024 Amazon Capital Services 1LCM-DYDY-7QCR 12ft 3-Pk Nylon Braided HDMI… 28.32 533145 08/20/2024 Amazon Capital Services 1LCM-DYDY-7QCR 15ft Network Ethernet Patch … 37.20 533145 08/20/2024 Amazon Capital Services 1N9X-D3GM-HW3W Laminator Machine 13" -67.90 533145 08/20/2024 Amazon Capital Services 1NH4-7HCJ-7C17 SanDisk 128GB Extreme Pro 24.24 533145 08/20/2024 Amazon Capital Services 1R1K-YK1M-LDTP 16 X 20 Picture Frame 76.71 533145 08/20/2024 Amazon Capital Services 1T67-WRRN-F3DT Custom Mat for Picture Frame… 32.16 Vendor 12155 - Amazon Capital Services Total: 221.77
Tuesday, August 20, 2024 Reg CC MTG, Page *6
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 2 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 7408 - American Fidelity
11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 752.26 11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 40.68 11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 198.88 11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 67.80 11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 108.00 11165 08/20/2024 American Fidelity D751240 Employee Life/Accident Insur… 269.20 Vendor 7408 - American Fidelity Total: 1,436.82
Vendor: 4010 - Ameritas Life Insurance
533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 211.64 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 2,349.55 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 195.84 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 56.16 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 40.80 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 57.02 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 54.40 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 163.20 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 114.24 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 103.36 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 108.80 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 97.92 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 318.61 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 81.60 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 9.61 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 10.88 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 21.76 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 16.44 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 68.00 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 57.02 533146 08/20/2024 Ameritas Life Insurance 080124 Employee Dental Insurance-A… 512.67 Vendor 4010 - Ameritas Life Insurance Total: 4,649.52
Vendor: 12257 - Aramsco Inc.
533147 08/20/2024 Aramsco Inc. S6555970.002 Returning Toilet Tissue 9" 2-Pl… -62.77 533147 08/20/2024 Aramsco Inc. S6573039.001 Toilet Tissue Dispenser 199.95 533147 08/20/2024 Aramsco Inc. S6573086.001 Vacuum Cleaner Repairs-Labor… 218.00 533147 08/20/2024 Aramsco Inc. S6573086.001 Vacuum Cleaner Repairs-Suppl… 33.09 533147 08/20/2024 Aramsco Inc. S6585634.001 Black Liners B60 X H 36 X 58 1… 591.78 533147 08/20/2024 Aramsco Inc. S6585634.001 Black Liners 33 X 39 1.3 Mil 25… 85.00 533147 08/20/2024 Aramsco Inc. S6585634.001 White Terry Cloth Towels 91.72 533147 08/20/2024 Aramsco Inc. S6585634.001 Nitrile Black Gloves 285.33 533147 08/20/2024 Aramsco Inc. S6589109.001 Piper 12" X 17" 280 per Dispe… 98.74 533147 08/20/2024 Aramsco Inc. S6589109.001 Spray Bottle 32 oz 4.48 533147 08/20/2024 Aramsco Inc. S6589109.001 Chemical Resistant Trigger Spr… 4.94 533147 08/20/2024 Aramsco Inc. S6589109.001 Empire Supreme Free Rinse 1 … 36.70 533147 08/20/2024 Aramsco Inc. S6589109.001 Bleach 1 Gal 5.64 533147 08/20/2024 Aramsco Inc. S6589109.001 Nitrile Black Gloves 142.66 533147 08/20/2024 Aramsco Inc. S6589109.002 Lysol Disinfectant Spray 19 oz … 22.84 Vendor 12257 - Aramsco Inc. Total: 1,758.10
Vendor: 13099 - Aryana Russell
533148 08/20/2024 Aryana Russell 2004589.001 Refund-Tom Rico Deposit- Res… 200.00 Vendor 13099 - Aryana Russell Total: 200.00
Vendor: 6609 - AT&T
533149 08/20/2024 AT&T 22112109 Fax Services 30.12
Vendor 6609 - AT&T Total: 30.12
Vendor: 6705 - Atlas Marketing Products
533150 08/20/2024 Atlas Marketing Products 4195 Koozie Collapsible Can Cooler 399.94 533150 08/20/2024 Atlas Marketing Products 4195 Set-Up Charges 60.64 533150 08/20/2024 Atlas Marketing Products 4196 Set-Up Charges 55.13 533150 08/20/2024 Atlas Marketing Products 4196 Polyester Drawstring Backpack 522.25 Tuesday, August 20, 2024 Reg CC MTG, Page *7
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 3 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533150 08/20/2024 Atlas Marketing Products 4196 Convert Artwork 22.05 Vendor 6705 - Atlas Marketing Products Total: 1,060.01
Vendor: 3334 - Autozone, Inc.
533151 08/20/2024 Autozone, Inc. 2859161363 Quick Charger 26.72 533151 08/20/2024 Autozone, Inc. 2859161363 4ft Lightning Cable Metal 22.99 533151 08/20/2024 Autozone, Inc. 2859175335 Rain-X Quantum 18" Wiper Bl… 56.21 533151 08/20/2024 Autozone, Inc. 2859177430 Microfiber Towels 19.24 533151 08/20/2024 Autozone, Inc. 2859177430 Hot Shine Tire Foam 9.61 533151 08/20/2024 Autozone, Inc. 2859177430 Elite Digital Gauge 18.84 533151 08/20/2024 Autozone, Inc. 2859177430 Little Tree, Car Freshener 8.02 Vendor 3334 - Autozone, Inc. Total: 161.63
Vendor: 3168 - California Banner & Sign Co.
533152 08/20/2024 California Banner & Sign Co. 20718 Custom Sign 36" H X 24" W 142.35 Vendor 3168 - California Banner & Sign Co. Total: 142.35 Vendor: 0655 - California Water Service
533153 08/20/2024 California Water Service 6984422222-073024 PV Dr. No. Rolling Vista Media… 288.56 533153 08/20/2024 California Water Service 8594422222-073024 Landscape Maintenance Distri… 296.55 Vendor 0655 - California Water Service Total: 585.11
Vendor: 12501 - Charter Communications Operating, LLC
533154 08/20/2024 Charter Communications Ope… 127562601080124 Internet Services 466.41 533154 08/20/2024 Charter Communications Ope… 127562601080124 Internet Services 466.41 Vendor 12501 - Charter Communications Operating, LLC Total: 932.82 Vendor: 13107 - Chinese Community Church
533155 08/20/2024 Chinese Community Church 2004597.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13107 - Chinese Community Church Total: 40.00
Vendor: 12822 - City of Lomita - Petty Cash
533156 08/20/2024 City of Lomita - Petty Cash 080624 Petty Cash July 24 35.00 533156 08/20/2024 City of Lomita - Petty Cash 080624 Petty Cash July 24 34.57 533156 08/20/2024 City of Lomita - Petty Cash 080624 Petty Cash July 24 50.00 533156 08/20/2024 City of Lomita - Petty Cash 080624 Petty Cash July 24 50.00 Vendor 12822 - City of Lomita - Petty Cash Total: 169.57 Vendor: 4040 - Colonial Insurance Co.
11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 436.77 11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 453.82 11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 220.87 11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 80.09 11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 73.62 11166 08/20/2024 Colonial Insurance Co. 0500560 Employee Life/Accident Insur… 97.04 Vendor 4040 - Colonial Insurance Co. Total: 1,362.21
Vendor: 6751 - Conico Roro, Inc.
533157 08/20/2024 Conico Roro, Inc. 073124 Car Wash 49.00 533157 08/20/2024 Conico Roro, Inc. 073124 Facilities 61.52 533157 08/20/2024 Conico Roro, Inc. 073124 Street 324.28 533157 08/20/2024 Conico Roro, Inc. 073124 Water 673.45 Vendor 6751 - Conico Roro, Inc. Total: 1,108.25
Vendor: 0915 - Copy Rite Printing
533158 08/20/2024 Copy Rite Printing 39824 Planning-Business Cards-A. Fe… 41.56 533158 08/20/2024 Copy Rite Printing 39825 1000 Regular Envelopes 123.46 533158 08/20/2024 Copy Rite Printing 39826 Code Enforcement Violation … 246.38 Vendor 0915 - Copy Rite Printing Total: 411.40
Vendor: 7371 - Corporate Payment Systems
533159 08/20/2024 Corporate Payment Systems A. Vialpando 072524 California City Management F… 400.00 533159 08/20/2024 Corporate Payment Systems A. Vialpando 072524 ICSC Membership 1,250.00 533159 08/20/2024 Corporate Payment Systems B. Rindge 072524-July APA Conference Registration-L… 680.00 533159 08/20/2024 Corporate Payment Systems B. Rindge 072524-June Planning & Zoning Law 180.16 533159 08/20/2024 Corporate Payment Systems C. Villa 072524-July Teen Program Bus Parking 40.00 533159 08/20/2024 Corporate Payment Systems C. Villa 072524-June Women's Dry-Fit Golf Polo Shi… 27.51 Tuesday, August 20, 2024 Reg CC MTG, Page *8
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 4 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533159 08/20/2024 Corporate Payment Systems C. Villa 072524-June Women's Golf Polo Shirts 22.14 533159 08/20/2024 Corporate Payment Systems C. Villa 072524-June Founder's Day Lunch for Staff 602.62 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-July Employee BBQ 27.47 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-July Employee BBQ 1,939.97 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-July Employee BBQ 81.46 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-July Employee BBQ 45.00 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June JPIA CPR Class Refreshments 62.19 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June Public Works Appreciation Lu… 245.00 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June JPIA CPR Class Refreshments 59.27 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June JPIA CPR Class Refreshments 39.90 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June JPIA CPR Class Refreshments 36.12 533159 08/20/2024 Corporate Payment Systems D. Dixon 072524-June JPIA CPR Class Refreshments 49.39 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-July Zoom Video 15.99 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-July Acrobat Pro 767.68 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Phone Services June 24 1,299.27 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Office 365 Subscription June 24 973.80 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Internet June 24 162.48 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Office 365 Subscription June 24 973.81 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Internet June 24 162.47 533159 08/20/2024 Corporate Payment Systems G. Sugano 072524-June Phone Services June 24 1,299.26 533159 08/20/2024 Corporate Payment Systems H. Flores 072524 Saw Repair-Parts for Trees 275.39 533159 08/20/2024 Corporate Payment Systems J. Vida 072524 Storage Containers for Office 32.93 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Daily Breeze Subscription 18.00 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Lyft Ride 12.79 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Hotel 754.74 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Uber Trip 19.35 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Uber Trip 43.98 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Lyft Ride 29.98 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 26.68 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 26.87 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 17.57 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 3.27 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 15.12 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Uber Trip 43.60 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 15.57 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 25.05 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Food 10.51 533159 08/20/2024 Corporate Payment Systems K. Gregory 072524 Dropbox 19.99 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 B of D. Meeting Registration-C.… 50.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 Board of Director Meeting Reg… 25.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 CCCA Educational Summit Reg… 750.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 Board of Director Meeting Reg… 25.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 Airfare to NLC City Summit-W.… 646.96 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 LCC Installation Ceremony Din… 75.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 LCC Installation Ceremony Din… 75.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 LCC Annual Conference Regist… 650.00 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 City Council Meeting Dinner 66.91 533159 08/20/2024 Corporate Payment Systems L. Abbott 072524 City Council Meeting Dinner S… 40.66 533159 08/20/2024 Corporate Payment Systems L. Hernandez 072524 Email Newsletter Services 110.00 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Canva Subscription 12.99 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Mass Mobile Apps 99.00 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Food 93.20 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Supplies 29.85 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Supplies 10.78 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Supplies 27.47 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Airballing 541.30 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Food 122.91 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Supplies 10.47 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July Teen Program Topgolf Deposit 870.72 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-July QR Codes for Special Events 350.00 Tuesday, August 20, 2024 Reg CC MTG, Page *9
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 5 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Slide Water Park Rental for Te… 919.07 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Water for Founder's Day Event 38.30 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Restroom Rental for Founder's… 287.70 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Food for Staff at Founder's Da… 500.02 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Water, Ice & Gatorade for Fo… 43.90 533159 08/20/2024 Corporate Payment Systems Lomita Park 072524-June Food Supplies for Founder's D… 734.74 533159 08/20/2024 Corporate Payment Systems M. Andersen 072524-July CBWA/WBWA Annual Meeting… 38.59 533159 08/20/2024 Corporate Payment Systems M. Andersen 072524-July Cartridge 4-Pk 72.60 533159 08/20/2024 Corporate Payment Systems M. Andersen 072524-June Office Supplies 49.49 533159 08/20/2024 Corporate Payment Systems R. Heaney 072524-July Teen Program Supplies 60.57 533159 08/20/2024 Corporate Payment Systems R. Heaney 072524-June Supplies 76.73 533159 08/20/2024 Corporate Payment Systems R. Heaney 072524-June Adult Basketball Trophies 59.79 533159 08/20/2024 Corporate Payment Systems S. Kamada 072524 Airfare 76.92 533159 08/20/2024 Corporate Payment Systems S. Kamada 072524 Airfare 76.92 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524 June Food for Teen Program 100.02 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524 June Soccer Balls & Volleyballs 524.81 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524 June Soccer Balls 192.08 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524 June Portable Scoreboard Kit 650.00 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524-July Keys for Staff Lockers 13.78 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524-July Food for Teen Program 327.99 533159 08/20/2024 Corporate Payment Systems S. Ritchie 072524-July Batting Tee Stand for Baseball 44.08 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 Property Report 156.84 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 CEO-Module Three Academy-Z… 500.00 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 Uniforms Tailoring 13.45 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 Carwash 7.00 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 Gas 50.00 533159 08/20/2024 Corporate Payment Systems W. Lawson 072524 Gas 63.84 Vendor 7371 - Corporate Payment Systems Total: 23,196.80 Vendor: 12721 - Cory Zedler
533161 08/20/2024 Cory Zedler 071724 Reimbursement for Conferen… 325.62 533161 08/20/2024 Cory Zedler 071724 Reimbursement for Conferen… 325.61 533161 08/20/2024 Cory Zedler 080724 Mileage Reimbursement 128.35 533161 08/20/2024 Cory Zedler 080724 Mileage Reimbursement 128.35 Vendor 12721 - Cory Zedler Total: 907.93
Vendor: 13110 - Cristina Diaz
533162 08/20/2024 Cristina Diaz 2004600.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13110 - Cristina Diaz Total: 40.00
Vendor: 6757 - Dataprose, Inc.
533163 08/20/2024 Dataprose, Inc. DP2403485 Water Bills 2,932.03 Vendor 6757 - Dataprose, Inc. Total: 2,932.03
Vendor: 12704 - David Evans & Associates, Inc.
533164 08/20/2024 David Evans & Associates, Inc. 567246 Engineering Design-Street Rec… 462.00 Vendor 12704 - David Evans & Associates, Inc. Total: 462.00 Vendor: 12883 - De Novo Planning Group
533165 08/20/2024 De Novo Planning Group 4309 Lomita General Plan Update J… 142,340.15 Vendor 12883 - De Novo Planning Group Total: 142,340.15 Vendor: 13097 - DJ Toonz Mobile Entertainment
533166 08/20/2024 DJ Toonz Mobile Entertainme… 991 DJ for Cornhole Event 1,225.00 Vendor 13097 - DJ Toonz Mobile Entertainment Total: 1,225.00 Vendor: 7438 - Duke Service Center, Inc.
533167 08/20/2024 Duke Service Center, Inc. 073124 Park 948.29 533167 08/20/2024 Duke Service Center, Inc. 073124 Street 406.77 533167 08/20/2024 Duke Service Center, Inc. 073124 Water 747.05 Vendor 7438 - Duke Service Center, Inc. Total: 2,102.11 Vendor: 13106 - Dzovinar Ortiz
533168 08/20/2024 Dzovinar Ortiz 2004596.001 Refund-Tom Rico Deposit- Res… 200.00 Vendor 13106 - Dzovinar Ortiz Total: 200.00
Tuesday, August 20, 2024 Reg CC MTG, Page *10
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 2085 - Employment Development Department
533169 08/20/2024 Employment Development De…L0864161616 Benefit Charges April-June 20… 3,356.00 Vendor 2085 - Employment Development Department Total: 3,356.00 Vendor: 2095 - Ewing Irrigation Products
533170 08/20/2024 Ewing Irrigation Products 23028796 30" Manual Valve Key 8.39 533170 08/20/2024 Ewing Irrigation Products 23028796 48" Steel Soil Probe 28.68 Vendor 2095 - Ewing Irrigation Products Total: 37.07
Vendor: 6818 - Granicus, Inc.
533171 08/20/2024 Granicus, Inc. 186093 Council City Meeting Software… 8,831.78 533171 08/20/2024 Granicus, Inc. 186093 Council City Meeting Software… 8,831.78 Vendor 6818 - Granicus, Inc. Total: 17,663.56
Vendor: 7144 - Hazen and Sawyer, P.C.
533172 08/20/2024 Hazen and Sawyer, P.C. 20007-011-5 Engineering Design Services-… 14,329.00 533172 08/20/2024 Hazen and Sawyer, P.C. 20007-011-6 Engineering Design Services-… 122,624.44 Vendor 7144 - Hazen and Sawyer, P.C. Total: 136,953.44
Vendor: 3312 - Hillyard Floor Care
533173 08/20/2024 Hillyard Floor Care 605550961 Super Shine-All cleaner 340.21 Vendor 3312 - Hillyard Floor Care Total: 340.21
Vendor: 3052 - Home Depot Credit Services
533174 08/20/2024 Home Depot Credit Services 2541000 Micro Fibers Cloths 22.01 533174 08/20/2024 Home Depot Credit Services 2541000 Scotch Heavy Duty Tape 3-Pk 16.41 533174 08/20/2024 Home Depot Credit Services 3515320 Electrical Outlet Box and Swit… 2.51 533174 08/20/2024 Home Depot Credit Services 3515320 Electrical Switch and Outlet B… 4.61 533174 08/20/2024 Home Depot Credit Services 3515320 Switch Box with EZ Mount Cl… 6.59 533174 08/20/2024 Home Depot Credit Services 3515320 Adjustable Non-Contact Volta… 18.67 533174 08/20/2024 Home Depot Credit Services 5036092 27 Gallon Tough Tote 54.82 533174 08/20/2024 Home Depot Credit Services 5036092 Husky 42G Contractor Bags 50… 33.04 533174 08/20/2024 Home Depot Credit Services 5830205 Marker 4-Pk 3.84 533174 08/20/2024 Home Depot Credit Services 5830205 Key ID Tags & Organizer 8.79 533174 08/20/2024 Home Depot Credit Services 5830205 Water Bottle Deposit 7.20 533174 08/20/2024 Home Depot Credit Services 5830205 Bottle Water 29.88 533174 08/20/2024 Home Depot Credit Services 5830205 Stanley 6" Adjustable Wrench 15.37 533174 08/20/2024 Home Depot Credit Services 5830205 Gloves 29.70 533174 08/20/2024 Home Depot Credit Services 5830205 Latex Coasted Gloves 6-Pk 10.88 533174 08/20/2024 Home Depot Credit Services 5830205 18 Ct Cotton Pocket Rags 21.77 533174 08/20/2024 Home Depot Credit Services 5830205 Schlagekey 8.75 533174 08/20/2024 Home Depot Credit Services 7200459 Refrigerant -10.00 533174 08/20/2024 Home Depot Credit Services 7200459 A/C Pro House & Gauge -62.67 533174 08/20/2024 Home Depot Credit Services 7522907 Water Bottle Deposit 4.80 533174 08/20/2024 Home Depot Credit Services 7522907 Bottle Water 19.92 533174 08/20/2024 Home Depot Credit Services 9010274 Marker 12-Pk 10.64 533174 08/20/2024 Home Depot Credit Services 9010274 48 Magnetic I-Beam Level 45.17 533174 08/20/2024 Home Depot Credit Services 9010274 7" Heavy Duty Steel Rafter 10.99 533174 08/20/2024 Home Depot Credit Services 9010274 7" Billet Torpedo Level, Tape … 36.35 533174 08/20/2024 Home Depot Credit Services 9010274 24 Magnetic I-Beam Level 36.35 533174 08/20/2024 Home Depot Credit Services 9010274 1000' Yellow Caution Tape 12.09 533174 08/20/2024 Home Depot Credit Services 9010274 #10 X 2-12" PG10 Ext Screw 1 … 11.54 Vendor 3052 - Home Depot Credit Services Total: 410.02
Vendor: 13060 - IXOM Watercare Inc.
533175 08/20/2024 IXOM Watercare Inc. 6833204 Battery 1,434.03 Vendor 13060 - IXOM Watercare Inc. Total: 1,434.03
Vendor: 7420 - JFS Care
533176 08/20/2024 JFS Care July 24 Services-Lifeline July 24 741.00 Vendor 7420 - JFS Care Total: 741.00
Vendor: 3887 - John L. Hunter & Associates
533177 08/20/2024 John L. Hunter & Associates LOM1MS412405 Consulting Services May 24 1,422.50 Tuesday, August 20, 2024 Reg CC MTG, Page *11
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533177 08/20/2024 John L. Hunter & Associates LOM1MS412406 Consulting Services June 24 3,021.47 Vendor 3887 - John L. Hunter & Associates Total: 4,443.97 Vendor: 12596 - Jorge Calderon
533178 08/20/2024 Jorge Calderon 08012024 Reimbursement for Work Pan… 250.00 533178 08/20/2024 Jorge Calderon 080124 Wellness Reimbursement 150.00 Vendor 12596 - Jorge Calderon Total: 400.00
Vendor: 13104 - Joseph Sunder
533179 08/20/2024 Joseph Sunder 2004594.001 Refund-Museum Rentals - De… 100.00 Vendor 13104 - Joseph Sunder Total: 100.00
Vendor: 4692 - Kathleen Gregory
533180 08/20/2024 Kathleen Gregory 072024 Mileage & Airfare Reimburse… 380.56 533180 08/20/2024 Kathleen Gregory 072224 Mileage Reimbursement 13.40 Vendor 4692 - Kathleen Gregory Total: 393.96
Vendor: 12635 - Kiley & Associates, LLC
533181 08/20/2024 Kiley & Associates, LLC LO 240731 Consulting Services, Legislative… 3,333.33 Vendor 12635 - Kiley & Associates, LLC Total: 3,333.33
Vendor: 13100 - Kylan Schroeder
533182 08/20/2024 Kylan Schroeder 2004592.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13100 - Kylan Schroeder Total: 40.00
Vendor: 3510 - L.A. County Department of Public Works
533183 08/20/2024 L.A. County Department of Pu… IN240000939 Building & Safety Inspections… -32,734.29 533183 08/20/2024 L.A. County Department of Pu… IN240000939 Building & Safety Inspections… 57,769.36 Vendor 3510 - L.A. County Department of Public Works Total: 25,035.07 Vendor: 12792 - LinkedIn Corporation
533184 08/20/2024 LinkedIn Corporation 10112425750 Job Posting Fee August 2024-J… 2,050.00 Vendor 12792 - LinkedIn Corporation Total: 2,050.00
Vendor: 3903 - Lomita City Employees Association
533185 08/20/2024 Lomita City Employees Associa…August 24 Association Dues-August 24 1,050.00 Vendor 3903 - Lomita City Employees Association Total: 1,050.00 Vendor: 13102 - Lomita Historical Society
533186 08/20/2024 Lomita Historical Society 080724 Reimbursement for Donation f… 25.00 Vendor 13102 - Lomita Historical Society Total: 25.00
Vendor: 3069 - M & N Trophies
533187 08/20/2024 M & N Trophies 5738 Name Plate 92.24
Vendor 3069 - M & N Trophies Total: 92.24
Vendor: 13098 - Marcus Ono
533188 08/20/2024 Marcus Ono 2004588.001 Refund-Museum Rentals - De… 100.00 Vendor 13098 - Marcus Ono Total: 100.00
Vendor: 6020 - Mark Waronek
533189 08/20/2024 Mark Waronek 080324 Reimbursement for Mileage &… 493.41 533189 08/20/2024 Mark Waronek 080624 Mileage Reimbursement 5.40 Vendor 6020 - Mark Waronek Total: 498.81
Vendor: 3085 - Mark's Lock & Safe, Inc.
533190 08/20/2024 Mark's Lock & Safe, Inc. 0000037406 ASSA High Security Padlock 248.06 533190 08/20/2024 Mark's Lock & Safe, Inc. 0000037406 Labor 26.25 533190 08/20/2024 Mark's Lock & Safe, Inc. 0000037435 Duplicate Double Sided Dome… 8.59 533190 08/20/2024 Mark's Lock & Safe, Inc. 0000037435 Duplicate Key Standard 5.17 Vendor 3085 - Mark's Lock & Safe, Inc. Total: 288.07
Vendor: 7247 - Michael Baker International, Inc.
533191 08/20/2024 Michael Baker International, I… 1221121 Consulting Services-CDBG Lifel… 575.00 533191 08/20/2024 Michael Baker International, I… 1221121 Consulting Services-Lomita M… 340.00 Vendor 7247 - Michael Baker International, Inc. Total: 915.00 Vendor: 6828 - MJ Management Services, LLC
533192 08/20/2024 MJ Management Services, LLC CINV-061859 DAR July 24 493.33 Vendor 6828 - MJ Management Services, LLC Total: 493.33 Tuesday, August 20, 2024 Reg CC MTG, Page *12
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 12765 - Monique Gonzalez
533193 08/20/2024 Monique Gonzalez 2003922.001 Refund-Picnic Shelter Deposit… 40.00 Vendor 12765 - Monique Gonzalez Total: 40.00
Vendor: 13101 - Natalie Vyce
533194 08/20/2024 Natalie Vyce 080724 Refund for #24-752 Residentia… 11.01 533194 08/20/2024 Natalie Vyce 080724 Refund for #24-752 Residentia… 275.20 Vendor 13101 - Natalie Vyce Total: 286.21
Vendor: 7496 - Numa Networks
533195 08/20/2024 Numa Networks 36631 IT Services August 24 5,205.08 533195 08/20/2024 Numa Networks 36631 IT Services August 24 5,205.07 Vendor 7496 - Numa Networks Total: 10,410.15
Vendor: 4690 - Octavio Becerra
533196 08/20/2024 Octavio Becerra 071224 Mileage Reimbursement 170.90 Vendor 4690 - Octavio Becerra Total: 170.90
Vendor: 6594 - Office Depot Business Solutions, LLC
533197 08/20/2024 Office Depot Business Solutio… 372368992001 Toner, Brother, TN227BK 77.77 533197 08/20/2024 Office Depot Business Solutio… 373329394001 Toner, Brother, TN 431 Yellow -94.25 533197 08/20/2024 Office Depot Business Solutio… 373331439001 Toner, Brother, Magenta, TN … -94.25 533197 08/20/2024 Office Depot Business Solutio… 373556786001 Tea Bag 5.99 533197 08/20/2024 Office Depot Business Solutio… 373556786001 Coffee Filters, 12-Cup Size, 250… 12.89 533197 08/20/2024 Office Depot Business Solutio… 373556786001 McCafe Ground Coffee 1.87 lb 36.93 533197 08/20/2024 Office Depot Business Solutio… 378483921001 Tissue , Kleenex 6-Pk 14.18 533197 08/20/2024 Office Depot Business Solutio… 378483921001 Folder, Letter 1/3 Cut 100-Box 15.41 533197 08/20/2024 Office Depot Business Solutio… 378483921001 Copy Paper 155.42 Vendor 6594 - Office Depot Business Solutions, LLC Total: 130.09 Vendor: 12685 - ON Graphics
533198 08/20/2024 ON Graphics 10158 13 oz Vinyl Banner 30" X 71" 2… 154.35 Vendor 12685 - ON Graphics Total: 154.35
Vendor: 3446 - Pacific Coast Glove & Safety, Inc.
533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081735 Work Boots-C. Centez 199.99 533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081736 Work Pants-C. Centez 247.97 533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081737 Work Pants-C. Nguyen 127.16 533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081737 Work Pants-C. Nguyen 122.84 533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081738 Work Boots-C. Nguyen 200.00 533199 08/20/2024 Pacific Coast Glove & Safety, I… 10081741 Work Boots-W. Ibarra 200.00 Vendor 3446 - Pacific Coast Glove & Safety, Inc. Total: 1,097.96 Vendor: 13105 - Peri Nishikawa
533200 08/20/2024 Peri Nishikawa 2004595.001 Refund-Dog Obedience - Inte… 145.00 Vendor 13105 - Peri Nishikawa Total: 145.00
Vendor: 9052 - Pixel Graphic Design
533201 08/20/2024 Pixel Graphic Design 1078 Digital Printing 60th Anniversa… 5,337.20 533201 08/20/2024 Pixel Graphic Design 1078 Page Layout & Design 60th An… 860.00 533201 08/20/2024 Pixel Graphic Design 1083 Teen Program Brochures 535.88 533201 08/20/2024 Pixel Graphic Design 1087 Fall Newsletters Printing 5,269.95 533201 08/20/2024 Pixel Graphic Design 1088 Fall Newsletters Design 1,460.00 533201 08/20/2024 Pixel Graphic Design 1089 Page Layout & Design Refriger… 225.00 533201 08/20/2024 Pixel Graphic Design 1089 Digital Printing of Refrigerator… 428.87 533201 08/20/2024 Pixel Graphic Design 1091 Biennial Budget Books 1,137.81 533201 08/20/2024 Pixel Graphic Design 1091 Biennial Budget Books 1,137.81 Vendor 9052 - Pixel Graphic Design Total: 16,392.52
Vendor: 4090 - Public Employee Retirement System
11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 5,311.79 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 2,063.03 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 1,431.33 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 4,348.05 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 118.06 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 4,282.30 Tuesday, August 20, 2024 Reg CC MTG, Page *13
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 841.13 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 4,051.23 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 2,495.39 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 2,634.95 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 3,293.04 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 3,000.62 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 4,103.53 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 1,180.48 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 283.74 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 171.74 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 189.16 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 428.77 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 3,082.76 11160 08/10/2024 Public Employee Retirement S…August 24 Employee Health Insurance-A… 10,279.59 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 13,678.03 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 27.17 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 940.54 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 634.16 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 392.99 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 212.31 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 240.59 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 289.38 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 269.56 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 628.08 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 353.84 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 188.56 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 214.11 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 301.73 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 1,306.62 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 381.75 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 159.49 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 527.41 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 355.31 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 345.78 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 322.60 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 390.05 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 750.09 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 396.50 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 353.63 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 564.08 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 159.37 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 283.32 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 48.39 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 34.37 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 19.29 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 44.06 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 3.02 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 165.98 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 211.39 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 64.52 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 68.74 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 77.17 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 89.86 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 580.98 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 294.30 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 188.56 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 867.35 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 1,195.83 11167 08/14/2024 Public Employee Retirement S…PE080224 Retirement Contributions-Pay… 1,498.32 Vendor 4090 - Public Employee Retirement System Total: 83,709.87 Tuesday, August 20, 2024 Reg CC MTG, Page *14
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 12173 - Race Communications
533202 08/20/2024 Race Communications RC1269985 Internet Access SBCOG August… 1,530.00 533202 08/20/2024 Race Communications RC1269985 Internet Access SBCOG August… 1,530.00 Vendor 12173 - Race Communications Total: 3,060.00
Vendor: 13109 - Racheal Parker
533203 08/20/2024 Racheal Parker 2004599.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13109 - Racheal Parker Total: 40.00
Vendor: 7209 - Rincon Consultants Inc.
533204 08/20/2024 Rincon Consultants Inc. 58785 Lomita Water System Improv… 7,222.00 Vendor 7209 - Rincon Consultants Inc. Total: 7,222.00
Vendor: 13103 - RunSignUp, Inc.
533205 08/20/2024 RunSignUp, Inc. 163925 Refund for Cancellation of Mo… 1,119.90 Vendor 13103 - RunSignUp, Inc. Total: 1,119.90
Vendor: 3066 - Rusher Air Conditioning
533206 08/20/2024 Rusher Air Conditioning 2102098 AC-Refrigerant 492.75 533206 08/20/2024 Rusher Air Conditioning 2102098 AC-Refrigerant, Labor 231.00 533206 08/20/2024 Rusher Air Conditioning 212099 Replace Voltage Thermostat … 231.00 533206 08/20/2024 Rusher Air Conditioning 212099 Thermostat Wire 9.46 Vendor 3066 - Rusher Air Conditioning Total: 964.21
Vendor: 7188 - Sharp Business Systems
533207 08/20/2024 Sharp Business Systems 9004961591 BP70C55 Copier Usage 7/3/24… 317.91 Vendor 7188 - Sharp Business Systems Total: 317.91
Vendor: 7233 - Siteone Landscape Supply, LLC
533208 08/20/2024 Siteone Landscape Supply, LLC 142901097-001 Agrifolia Live Oak 24" 350.19 Vendor 7233 - Siteone Landscape Supply, LLC Total: 350.19 Vendor: 5050 - Southern California Edison Co.
533138 08/14/2024 Southern California Edison Co. 700006214310-080124 Lomita Park 1,981.45 533138 08/14/2024 Southern California Edison Co. 700006214310-080124 Street Lights 32.66 533138 08/14/2024 Southern California Edison Co. 700006214310-080124 Traffic Signals 35.12 533138 08/14/2024 Southern California Edison Co. 700006910888-080724 Railroad Museum 327.09 533138 08/14/2024 Southern California Edison Co. 700007178650-080924 Narbonne Pedestrian Crosswa… 52.39 533138 08/14/2024 Southern California Edison Co. 700008444906-080724 Traffic Signals 662.18 533138 08/14/2024 Southern California Edison Co. 700016714053-080724 Lomita Park 2,457.23 533138 08/14/2024 Southern California Edison Co. 700016714053-080724 Western Pedestrian Crosswalk 15.32 533138 08/14/2024 Southern California Edison Co. 700016714053-080724 Appian Way 905.39 533138 08/14/2024 Southern California Edison Co. 700025877624-080124 Street Lights 575.85 533138 08/14/2024 Southern California Edison Co. 70025957042 Street Lights 256.44 533138 08/14/2024 Southern California Edison Co. 700315793648-080124 Street Lights 182.97 533138 08/14/2024 Southern California Edison Co. 700420008832-080624 Cypress Reservoir 803.92 533138 08/14/2024 Southern California Edison Co. 700492524416-080924 Hathaway Park 34.41 Vendor 5050 - Southern California Edison Co. Total: 8,322.42 Vendor: 5040 - Southern California Gas Co.
533209 08/20/2024 Southern California Gas Co. 07370472008-073124 Park Facilities 14.79 533209 08/20/2024 Southern California Gas Co. 07380495007-073124 City Hall Facility 199.08 Vendor 5040 - Southern California Gas Co. Total: 213.87 Vendor: 1005 - Southern California News Group
533210 08/20/2024 Southern California News Gro… 073124 Ads-Adopted Ordinance No. 8… 289.41 533210 08/20/2024 Southern California News Gro… 073124 Ads-Notice of Election 423.73 533210 08/20/2024 Southern California News Gro… 073124 Ads-Bids Notice 807.46 533210 08/20/2024 Southern California News Gro… 073124 Ads-Bids Notice 807.46 Vendor 1005 - Southern California News Group Total: 2,328.06 Vendor: 13050 - TDG Engineering, Inc.
533211 08/20/2024 TDG Engineering, Inc. 02LAX00250_1 Citywide School Loading Zone … 10,676.95 Vendor 13050 - TDG Engineering, Inc. Total: 10,676.95
Tuesday, August 20, 2024 Reg CC MTG, Page *15
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 11 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 3956 - Ted's Plumbing Service Inc.
533212 08/20/2024 Ted's Plumbing Service Inc. 39750 CH-Men's Restroom Stoppage… 635.05 Vendor 3956 - Ted's Plumbing Service Inc. Total: 635.05 Vendor: 13108 - Teresa Castellon
533213 08/20/2024 Teresa Castellon 2004598.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13108 - Teresa Castellon Total: 40.00
Vendor: 6085 - Thompson Building Materials
533214 08/20/2024 Thompson Building Materials IV-I70608 5 lb Pick Mattock 36 FBG HDL … 102.77 533214 08/20/2024 Thompson Building Materials IV-I70608 PS 18 Flat Steel Stakes 59.09 Vendor 6085 - Thompson Building Materials Total: 161.86 Vendor: 12170 - T-Mobile
533215 08/20/2024 T-Mobile 072024 City Council 147.00
533215 08/20/2024 T-Mobile 072024 City Manager 75.51
533215 08/20/2024 T-Mobile 072024 Emergency-Hotspot 29.40 533215 08/20/2024 T-Mobile 072024 Parking Enforcement Supervis… 25.90 533215 08/20/2024 T-Mobile 072024 Community Development 137.65 533215 08/20/2024 T-Mobile 072024 Facilities Manager 25.90 533215 08/20/2024 T-Mobile 072024 Recreation 133.00
533215 08/20/2024 T-Mobile 072024 Park 38.85
533215 08/20/2024 T-Mobile 072024 Public Works 84.49
533215 08/20/2024 T-Mobile 072024 Water 250.60
Vendor 12170 - T-Mobile Total: 948.30
Vendor: 9100 - Tripepi Smith and Associates
533216 08/20/2024 Tripepi Smith and Associates 12771 BS 1383 Advisory Services 3,750.00 533216 08/20/2024 Tripepi Smith and Associates 12821 Ad Hoc, Video Productions 575.63 533216 08/20/2024 Tripepi Smith and Associates 12821 Ad Hoc, Video Productions 575.62 533216 08/20/2024 Tripepi Smith and Associates 12904 Website Hosting 310.00 533216 08/20/2024 Tripepi Smith and Associates 12904 Website Hosting 310.00 Vendor 9100 - Tripepi Smith and Associates Total: 5,521.25 Vendor: 3037 - TS3 Fulfillment
533217 08/20/2024 TS3 Fulfillment 16943 Youth Sport Shirts 544.50 Vendor 3037 - TS3 Fulfillment Total: 544.50
Vendor: 6878 - Urban Feet Inc.
533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-R. Mendoza 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-A Castillo 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-J. Garcia 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-E. Spindola 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-J. Calderon 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-G. Maldonado 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124 Work Boots-C. Moya 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124A Work Boots-D. Huerta 200.00 533218 08/20/2024 Urban Feet Inc. LOM 080124A Work Boots-M. Stolz 200.00 Vendor 6878 - Urban Feet Inc. Total: 1,800.00
Vendor: 13111 - Wendy Holguin
533219 08/20/2024 Wendy Holguin 2004601.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13111 - Wendy Holguin Total: 40.00
Vendor: 12250 - William D. Uphoff
533220 08/20/2024 William D. Uphoff 080724 Mileage Reimbursement 88.44 Vendor 12250 - William D. Uphoff Total: 88.44
Vendor: 7282 - Williams Data Management
533221 08/20/2024 Williams Data Management 0654324 Planning-File Storage July 24 182.10 Vendor 7282 - Williams Data Management Total: 182.10
Vendor: 6102 - Yunex, LLC
533222 08/20/2024 Yunex, LLC 90002593 Traffic Signal Maintenance July… 443.03 Tuesday, August 20, 2024 Reg CC MTG, Page *16
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 12 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533222 08/20/2024 Yunex, LLC 90002594 Street Light Maintenance July … 169.83 Vendor 6102 - Yunex, LLC Total: 612.86
Grand Total: 552,266.48
Tuesday, August 20, 2024 Reg CC MTG, Page *17
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 13 of 16
Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 185,741.79
204 - General Plan Update 142,340.15
205 - State Gas Tax 6,927.01
211 - Measure W 136,953.44
215 - Community Development Block Grant 1,656.00
220 - Proposition A Local Return 888.73
245 - Landscape Maintenance District #1 296.55
255 - Park Athletic 2,241.94
311 - Street Improvement 11,946.41
510 - Water Operations 55,245.00
520 - Water Capital 8,029.46
Grand Total: 552,266.48
Account Summary
Account Number Account Name Payment Amount
100-000-2285.000 Employee Association D… 1,050.00
100-000-2295.000 Military Banner Program 154.35
100-000-2510.000 PERS 13,678.03
100-000-2515.000 Health Insurance 5,311.79
100-000-2535.000 Accident Insurance 1,189.03
100-000-2540.000 Dental Insurance 2,561.19
100-000-4416.000 Technology Fees 11.01
100-000-4420.000 Planning and Zoning Fees 275.20
100-000-4455.000 Parks and Recreation Fe… 145.00
100-000-4470.000 Building and Safety Fees -32,734.29
100-000-4510.000 Park Rentals 880.00
100-000-4905.000 Miscellaneous Revenues 25.00
100-000-4927.000 Founder's Day 1,119.90
100-110-5217.000 PERS Tier 3 (2%@62) 27.17
100-110-5415.000 Communications 147.00
100-110-5430.000 Conferences and Meetin… 2,884.21
100-110-5755.000 Special Department Supp… 107.57
100-125-5205.000 Health Insurance 2,712.69
100-125-5215.000 PERS Tier 1 (2.5%@55) 940.54
100-125-5216.000 PERS Tier 2 (2%@60) 634.16
100-125-5217.000 PERS Tier 3 (2%@62) 392.99
100-125-5345.000 Contractual Services 7,768.96
100-125-5415.000 Communications 75.51
100-125-5425.000 Dues and Memberships 1,650.00
100-125-5430.000 Conferences and Meetin… 35.00
100-125-5755.000 Special Department Supp… 609.99
100-130-5205.000 Health Insurance 1,487.49
100-130-5215.000 PERS Tier 1 (2.5%@55) 212.31
100-130-5216.000 PERS Tier 2 (2%@60) 240.59
100-130-5217.000 PERS Tier 3 (2%@62) 289.38
100-130-5410.000 Advertising 731.14
100-130-5420.000 Mileage Reimbursement 13.40
100-130-5430.000 Conferences and Meetin… 1,425.64
100-130-5505.000 Office Supplies and Expe… 306.61
100-130-5755.000 Special Department Supp… 168.04
100-210-5205.000 Health Insurance 4,609.72
100-210-5215.000 PERS Tier 1 (2.5%@55) 269.56
100-210-5216.000 PERS Tier 2 (2%@60) 628.08
100-210-5217.000 PERS Tier 3 (2%@62) 353.84
100-210-5430.000 Conferences and Meetin… 76.92
100-210-5505.000 Office Supplies and Expe… 1,137.81
100-230-5205.000 Health Insurance 175.08
Tuesday, August 20, 2024 Reg CC MTG, Page *18
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 14 of 16
Account Summary
Account Number Account Name Payment Amount
100-230-5206.000 Health Insurance Retirees 4,282.30
100-230-5217.000 PERS Tier 3 (2%@62) 188.56
100-230-5220.000 State Unemployment In… 3,356.00
100-230-5340.000 Professional Services 2,050.00
100-230-5430.000 Conferences and Meetin… 76.92
100-230-5755.000 Special Department Supp… 2,935.34
100-333-5755.000 Special Department Supp… 29.40
100-335-5205.000 Health Insurance 895.53
100-335-5217.000 PERS Tier 3 (2%@62) 214.11
100-335-5505.000 Office Supplies and Expe… 25.90
100-335-5710.000 Equipment Maintenance 49.00
100-410-5205.000 Health Insurance 4,214.43
100-410-5216.000 PERS Tier 2 (2%@60) 301.73
100-410-5217.000 PERS Tier 3 (2%@62) 1,306.62
100-410-5345.000 Contractual Services 57,951.46
100-410-5415.000 Communications 137.65
100-410-5430.000 Conferences and Meetin… 836.84
100-410-5435.000 Training and Education 500.00
100-410-5505.000 Office Supplies and Expe… 468.10
100-410-5515.000 Uniform Expense 13.45
100-410-5710.000 Equipment Maintenance 7.00
100-410-5720.000 Fuel 113.84
100-440-5345.000 Contractual Services 19,562.49
100-440-5415.000 Communications 30.12
100-440-5525.000 Equipment Under $5k 89.76
100-440-5605.000 Rents and Leases 317.91
100-605-5205.000 Health Insurance 2,609.63
100-605-5215.000 PERS Tier 1 (2.5%@55) 381.75
100-605-5216.000 PERS Tier 2 (2%@60) 159.49
100-605-5217.000 PERS Tier 3 (2%@62) 527.41
100-605-5345.000 Contractual Services 4,443.97
100-605-5505.000 Office Supplies and Expe… 32.93
100-610-5205.000 Health Insurance 2,778.99
100-610-5216.000 PERS Tier 2 (2%@60) 355.31
100-610-5217.000 PERS Tier 3 (2%@62) 345.78
100-610-5430.000 Conferences and Meetin… 453.97
100-710-5205.000 Health Insurance 3,401.84
100-710-5215.000 PERS Tier 1 (2.5%@55) 322.60
100-710-5217.000 PERS Tier 3 (2%@62) 390.05
100-710-5405.000 Utilities 199.08
100-710-5415.000 Communications 25.90
100-710-5510.000 Small Tools 10.53
100-710-5705.000 General Maintenance 2,394.67
100-710-5710.000 Equipment Maintenance 251.09
100-710-5720.000 Fuel 61.52
100-730-5205.000 Health Insurance 3,098.54
100-730-5215.000 PERS Tier 1 (2.5%@55) 750.09
100-730-5217.000 PERS Tier 3 (2%@62) 396.50
100-730-5345.000 Contractual Services 1,225.00
100-730-5410.000 Advertising 6,729.95
100-730-5415.000 Communications 133.00
100-730-5505.000 Office Supplies and Expe… 13.78
100-730-5515.000 Uniform Expense 49.65
100-730-5755.000 Special Department Supp… 175.73
100-735-5460.000 Insurance - Liability and … 395.00
100-735-5754.339 Teen Program 3,690.23
100-735-5755.000 Special Department Supp… 1,552.36
100-735-5755.118 Founder's Day 8,504.48
Tuesday, August 20, 2024 Reg CC MTG, Page *19
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 15 of 16
Account Summary
Account Number Account Name Payment Amount
100-735-5755.331 Mayor's Golf Classic 297.00
100-740-5205.000 Health Insurance 4,621.02
100-740-5215.000 PERS Tier 1 (2.5%@55) 353.63
100-740-5216.000 PERS Tier 2 (2%@60) 564.08
100-740-5217.000 PERS Tier 3 (2%@62) 159.37
100-740-5405.000 Utilities 4,487.88
100-740-5415.000 Communications 38.85
100-740-5505.000 Office Supplies and Expe… 10.64
100-740-5510.000 Small Tools 208.21
100-740-5515.000 Uniform Expense 1,000.00
100-740-5705.000 General Maintenance 2,954.12
100-740-5710.000 Equipment Maintenance 98.71
100-740-5720.000 Fuel 948.29
100-750-5405.000 Utilities 327.09
100-750-5505.000 Office Supplies and Expe… 80.01
204-410-5345.000 Contractual Services 142,340.15
205-610-5205.000 Health Insurance 1,329.88
205-610-5217.000 PERS Tier 3 (2%@62) 283.32
205-610-5335.000 Maintenance & License … 612.86
205-610-5405.000 Utilities 2,101.49
205-610-5415.000 Communications 84.49
205-610-5515.000 Uniform Expense 850.00
205-610-5705.000 General Maintenance 13.76
205-610-5710.000 Equipment Maintenance 111.92
205-610-5720.000 Fuel 731.05
205-620-5705.000 General Maintenance 182.66
205-620-5710.000 Equipment Maintenance 275.39
205-620-5752.000 Tree Planting 350.19
211-810-5808.359 Downtown Lomita Stor… 136,953.44
215-550-5340.000 Professional Services 575.00
215-550-5345.000 Contractual Services 741.00
215-570-5340.000 Professional Services 340.00
220-340-5205.000 Health Insurance 293.35
220-340-5215.000 PERS Tier 1 (2.5%@55) 48.39
220-340-5216.000 PERS Tier 2 (2%@60) 34.37
220-340-5217.000 PERS Tier 3 (2%@62) 19.29
220-340-5345.000 Contractual Services 493.33
245-720-5405.000 Utilities 296.55
255-760-5205.000 Health Insurance 182.62
255-760-5217.000 PERS Tier 3 (2%@62) 44.06
255-760-5506.000 Sport Supplies 2,015.26
311-810-5806.352 School Traffic Circulation 10,676.95
311-810-5806.368 Street Reconstruction - … 1,269.46
510-110-5217.000 PERS Tier 3 (2%@62) 3.02
510-125-5205.000 Health Insurance 291.01
510-125-5215.000 PERS Tier 1 (2.5%@55) 165.98
510-125-5216.000 PERS Tier 2 (2%@60) 211.39
510-130-5205.000 Health Insurance 445.21
510-130-5215.000 PERS Tier 1 (2.5%@55) 64.52
510-130-5216.000 PERS Tier 2 (2%@60) 68.74
510-130-5217.000 PERS Tier 3 (2%@62) 77.17
510-220-5205.000 Health Insurance 3,332.38
510-220-5215.000 PERS Tier 1 (2.5%@55) 89.86
510-220-5216.000 PERS Tier 2 (2%@60) 580.98
510-220-5217.000 PERS Tier 3 (2%@62) 294.30
510-220-5505.000 Office Supplies and Expe… 4,069.84
510-230-5205.000 Health Insurance 57.02
510-230-5217.000 PERS Tier 3 (2%@62) 188.56
Tuesday, August 20, 2024 Reg CC MTG, Page *20
Warrant Register Payment Dates: 8/10/2024 - 8/20/2024
8/14/2024 1:43:24 PM Page 16 of 16
Account Summary
Account Number Account Name Payment Amount
510-440-5345.000 Contractual Services 18,778.80
510-630-5205.000 Health Insurance 11,158.50
510-630-5215.000 PERS Tier 1 (2.5%@55) 867.35
510-630-5216.000 PERS Tier 2 (2%@60) 1,195.83
510-630-5217.000 PERS Tier 3 (2%@62) 1,498.32
510-630-5340.000 Professional Services 575.62
510-630-5405.000 Utilities 905.39
510-630-5415.000 Communications 250.60
510-630-5420.000 Mileage Reimbursement 170.90
510-630-5435.000 Training and Education 492.55
510-630-5442.000 Utilities - CWPF 803.92
510-630-5505.000 Office Supplies and Expe… 196.52
510-630-5510.000 Small Tools 15.37
510-630-5515.000 Uniform Expense 1,297.96
510-630-5705.000 General Maintenance 4,242.86
510-630-5709.000 Equipment Maintenance… 1,434.03
510-630-5720.000 Fuel 1,420.50
520-840-5821.239 Appian Way Roof 807.46
520-840-5821.374 Narbonne South Water … 7,222.00
Grand Total: 552,266.48
Project Account Summary
Project Account Key Payment Amount
**None** 395,337.17
211-810-5808.359 136,953.44
311-Street Reconstruction-Zone G 1,269.46
520-Narbonne South Pipe Replacement 7,222.00
Appian Way Roof 807.46
School Traffic Circulation 10,676.95
Grand Total: 552,266.48
Tuesday, August 20, 2024 Reg CC MTG, Page *21
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: August 20, 2024
SUBJECT: Monthly Report for the Administrative Services Department

RECOMMENDATION
Receive and file.

BACKGROUND
Accounting Activities:
 Audit Kick-off meeting with Gruber & Lopez
 Staff prepared the FY 2024-2026 Biennial Budget
 Staff participated in the Lemonade Day Microloans
 Staff participated in the CSMFO “Cash Flow Forecasting” webinar  Staff participated in the OpenGov “Budget Book Essentials” webinar Department activity levels for the months of June & July 2024 are provided below:

Journal Entries/Adjustments 24
Payroll Updates/Maintenance Changes 89 / 15 New Hires
Purchase Orders Issued 12
Purchase Orders Paid 35
Invoices Processed for Payment 448
Checks Processed (Demands & Manual) 332
Payroll Checks Processed 373
Business License Issued
(New/Renewals)
49/169

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7c
Tuesday, August 20, 2024 Reg CC MTG, Page *22
2 Water Utility Bills Mailed/Late Notices
Issued
Late Notices Issued 531
Water Utility Bills Mailed 3935
Service Orders Issued (for Water
Accounts)
105

OPTIONS
None. Information only. Receive and file.

FISCAL IMPACT
None. Information only. Receive and file.

Reviewed by: Approved by:

________ ____________________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada
Administrative Services Director
Tuesday, August 20, 2024 Reg CC MTG, Page *23
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Gary Sugano, Assistant City Manager
MEETING DATE: August 20, 2024
SUBJECT: Monthly Report for the City Manager’s Department

RECOMMENDATION
Receive and file.

BACKGROUND
Information Technology
Numa Networks is currently on-site one day per week to provide as-needed IT support.

During the month of July, Numa Networks assisted with a total of 147 trouble tickets. City staff and Numa have begun the first phase of our Citywide PC Replacement project (last completed in 2018) that was approved as part of the FY 24-26 budget. Over the next 12 months, desktop PCs for all users will be replaced to allow these new PCs to stay up-todate with various current and future software upgrades/needs.

Human Resources/Risk Management
The City currently has four (4) recruitments open: Part-time Parking Enforcement Officer in the City Manager’s Department, and Part-time Recreation Leader – Museum, Part-time Recreation Leader- Parks, and Part-time Recreation Leader- Receptionist in the Parks and Recreation Department.

Three (3) recruitments recently closed and are currently in the interview process; Maintenance Worker I (full-time) in the Parks and Recreation Department, Maintenance Worker II (full-time) in the Public Works Department, and Public Works Director in the Public Works Department. Koff and Associates, an executive recruiting agency, is managing the recruitment process for the Public Works Director position.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7d
Tuesday, August 20, 2024 Reg CC MTG, Page *24
2 Lina Hernandez, Senior Management Analyst, was appointed to Interim Public Works Director in the Public Works Department, effective June 8, 2024. Adrian Fernandez accepted the position of Interim Community and Economic Development Director in the Community and Economic Development Department. Adrian started his new position on July 29, 2024. Rachel Bucklew was promoted from Administrative Analyst to Water Quality & Environmental Specialist in the Public Works Department. Rachel began her new position on July 1, 2024.

Emergency Management
The City was awarded a Hazard Mitigation Assistance Grant in the amount of $1,124,884.50 for the 247th Street Area Water Main Replacement Project. A second time extension was approved by CalOES based on the numerous challenges and unforeseen delays with this project. The new Period of Performance is May 14, 2025. Staff has been working closely with CalOES and submitted all requested information to be formally placed on FEMA’s queue should additional funding be available. While the scope of the project has remained unchanged, the cost of construction has increased significantly since the estimated total project cost of $1.49 million in 2019 when the grant application was submitted. The current estimate of $2.43 million for the total project costs leaves the city with a substantial, unforeseen amount of costs to absorb above and beyond the original commitment of $375,000 (the 25% grant match). Staff will continue to seek supplemental funding for this project.

The City was awarded a Hazard Mitigation Assistance Grant on June 7, 2023, to update the Local Hazard Mitigation Plan (LHMP) in the amount of $72,680 for the project costs and $3,622 for grant management costs. The City Council awarded the project to Risk Management Professionals (RMP) on December 5, 2023, and the fifth meeting with the LHMP Planning Committee took place on August 8. It is anticipated the draft will be ready for public review in September/October. The next quarterly report to CalOES/FEMA is due October 15.

Lomita Manor
The Lomita Manor property management company, HumanGood, continues providing several activities to residents. These activities include Exercise/Chair class, Coloring class, and Seasonal Holiday activities such as the St Patrick’s Celebration, Easter Egg Craft, and Fourth of July BBQ. Additional activities that have been added include Bingo, Walking Group, Art Class, Bi-Monthly Celebrations of residents’ birthdays with cake, scrapbooking, and community potlucks. Lomita Manor has also been hosting monthly town halls for their residents to pose any questions and discuss house rules for the manor as well.

Community Development Block Grant Programs
On January 16, 2024, the Community Development Advisory Board (CDAB) approved the CDBG roster (budget) for FY 24-25 in the amount of $182,787 to fund Residential Tuesday, August 20, 2024 Reg CC MTG, Page *25
3 Rehabilitation, Lifeline and the Job Creation and Business Incentive Loan Programs.

Ongoing updates regarding the CDBG programs will be mentioned below.

Residential Rehabilitation: For Fiscal Year 2024-25, a total of two projects are scheduled to be completed.

Lifeline: The Lifeline program provides emergency response service for a total of 19 subscribers currently enrolled. The program is accepting applications from Lomita residents who are at least 55 years old or disabled.

City Clerk’s Office
 Published notice of election in the Daily Breeze as required by election code.  Sent campaign statement due reminders to sitting Councilmembers and received and filed semi-annual statements as required.
 Coordinated a front office staff to meeting with Administrative Services Director  Clerk attended NAGARA National Association of Government Archives and Records Administrators conference.
 Processed landscape maintenance district paperwork through DAWeb by required deadline
 Handled (2) bid openings.
 Issued nomination papers to City Councilmember candidates for the November 5, 2024, Election.
 Received and processed candidate nomination paperwork for the election and sent certification list and required documents to the county and the FPPC.  Continued work on agenda management and meeting video streaming project implementation
 Continued work on the Laserfiche file remapping project Administrative staff continues to provide customer service and support related to processing water payments, parking tickets, Dial-a-Ride, planning counter appointments and business licenses.

City Clerk activity for the month of July only
Council Meeting Agenda & Minutes Prepared 1/2
Council Resolutions Adopted & Processed 2
Housing Authority Agenda & Minutes Prepared 1/1
Contracts/Agreements Processed 8
Ordinances Adopted & Published 1
Certificates Prepared 3
Public Records Requests Processed 18
Dial-a-Ride New Cards Issued 7
Dial-a-Ride Payments Processed 41
Dial-a-Ride Assistance-Phone/Counter 66
Administrative Parking Appeals Reviewed & Processed 27
Tuesday, August 20, 2024 Reg CC MTG, Page *26
4 Parking Citations Issued & Processed 568
Parking Citations Assistance – Phone/Counter 71
Planning Commission Meeting Agenda & Minutes Prepared 0/0 Planning Commission Resolutions Processed 0
Public Safety & Traffic Commission Agenda & Minutes Prepared 0/0 Technical Traffic Advisory Committee Agenda & Minutes Prepared 0/0 Scanned & Indexed Documents 12
Water Billing Payments and Assistance- Phone/Counter 69

FISCAL IMPACT
There are no financial implications resulting from this recommendation.

OPTIONS

1. None. Information only. Receive and file.

ATTACHMENTS
None.

Prepared by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Tuesday, August 20, 2024 Reg CC MTG, Page *27
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Adrian Fernandez, Interim Community and Economic Development Director
MEETING DATE: August 20, 2024
SUBJECT: Monthly Report from the Community and Economic Development Department

RECOMMENDATION
Receive and file.

BACKGROUND/DISCUSSION
Target Grand Opening
Target’s ribbon-cutting was held on July 16 with the grand opening on July 21.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7e
Tuesday, August 20, 2024 Reg CC MTG, Page *28
2 General Plan Update
Staff completed the review of the General Plan Draft Environmental Impact Report (DEIR) and it was made available for public comment in July. The public comment period ends on September 4. On August 26, the City will host a General Plan Update Open House at City Hall and the General Plan Update is expected to be reviewed by the Planning Commission at a Special Meeting on September 23 in preparation for City Council approval on October 1.

The Regular Planning Commission meeting in July was canceled.

Code Enforcement
Staff sent out a letter of intent to revoke a massage registration certificate for a legal nonconforming spa for illegal activity.

FISCAL IMPACT
There are no financial implications resulting from this recommendation.

OPTIONS

1. Receive and file the attached report.

ATTACHMENTS
None.

Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Adrian Fernandez, Interim Community and Economic Development Director Tuesday, August 20, 2024 Reg CC MTG, Page *29
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Emma Kelley, Parks and Recreation Director MEETING DATE: August 20, 2024
SUBJECT: Monthly Report for the Recreation and Facilities Department

RECOMMENDATION
Receive and file.

BACKGROUND

RECREATION SERVICES
• Movies under the stars were held in July offering two films shown on the City Hall front lawn.
o July 13th brought 200 guests to watch the featured film “The Goonies”. o July 27th brought 175 guests to watch the featured film “The Mighty Ducks”.
• August brought us the return of concerts in the park on the city hall front lawn featuring music on August 9th from “Upstream”.
• Recreation staff is finalizing the last summer concert in the park which will be held on August 23rd featuring the music from “80s All-Starz”. • The Lomita Railroad Museum kicked off its summer season featuring the return of their popular speaker series, organized by the Lomita Railroad Foundation. o July 26th featured the topic of “The Wonder of Birds” with 20 guests in attendance.
o August 9th featured the topic of “The First World War and Art Inspired” with 20 guests in attendance.
• Recreation staff is preparing to assist the Lomita Railroad Foundation on their next speaker series on August 23rd featuring the topic of “The Titanic and its influence on Pop Culture” presented by our Recreation staff member Alex Barnett.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7f
Tuesday, August 20, 2024 Reg CC MTG, Page *30
2 • National Night Out and Car Show was held on August 6th in the parking lot of Lomita City Hall. Recreation staff collaborated with our Lomita Sheriff’s station to help enhance the relationship between neighbors and law enforcement while bringing back a true sense of community. Live music, food, vendors, and 25 cars were part of this year’s event.
• The Lomita Teen Program concluded on August 6th with over 40 participants and lots of core memories that our local teens will cherish and remember for years to come.
• Recreation Staff continues to plan, recruit sponsors, and organize the upcoming Cornhole tournament.
• Recreation staff has begun to plan the upcoming Winter 2024-2025 newsletter.

Facilities Rentals:
• To conclude the month of June we had the following number of rentals:
o 27 Picnic Shelters rentals
o 7 Tom Rico Center rentals
o 4 recurring groups in the Marc Fosnaugh Gymnasium (2 Saturdays & 2 Sundays)
o 2 recurring baseball teams on the softball field (Monday, Tuesday, and Friday)
• To conclude the month of July 2024 we had the following numbers of rentals:
o 20 Picnic Shelter rentals
o 2 Tom Rico Center rentals
o 17 Marc Fosnaugh Gymnasium rentals
Youth Sports
• Spring Youth Sports:
o Youth Soccer ended on June 25th with a total of 353 participants registered. • Summer Youth Sports:
o Youth Baseball started on July 8th, with 202 registered participants consisting of 16 teams in 4 divisions. This year’s baseball season will conclude on August 24th.
o Recreation staff hosted an open gym program for kids ages 7-12 for the Summer. The programs began on June 24th and ended the week of August 5th.
▪ On Mondays, Volleyball was held with 39 participants. ▪ On Tuesdays, Soccer was held with 42 participants.
▪ On Wednesdays, Basketball was held with 40 participants.

Adult Sports
• Men’s Basketball started its summer league on Wednesday nights with 6 teams.

Thursday night 40+ league also began with 6 teams.
• Recreation staff continues to work on a partnership with an Adult Soccer referee assignor to run a Men’s 9 on 9 and Women’s 7 on 7 leagues starting in the Fall.

In addition, staff is recruiting and organizing a Co-Ed Kickball league. • Recreation Staff continues to organize and recruit the return of our Monday night Men’s basketball league.

Tuesday, August 20, 2024 Reg CC MTG, Page *31
3 Program Registrations
• Fall registrations for classes and programs began on August 15th online and inperson. • Fall registrations for Fall Lomita Park Youth Sports (Co-Ed Flag Football & Volleyball) began on August 15th for Lomita Residents and August 22nd for NonResidents.

Maintenance and Facilities
• Facilities staff had a walk-through with an HVAC contractor who will be working on the replacement of the existing HVAC at Lomita City Hall • Facilities staff repaired the HVAC thermostat cable in the gymnasium in preparation for the Fall season.
• Facilities staff had the HVAC serviced at the Railroad Museum. • Facilities staff is meeting with the South Bay Cities Council of Government to evaluate the existing condition of the Railroad Museum HVAC to determine eligibility for a grant to replace/upgrade the existing unit. • Two security cameras were installed on the exterior building of the Tom Rico Center.
• Facilities staff hired a new part-time facilities maintenance worker in mid-July. • Frist-round interviews were conducted for a full-time Facilities Maintenance Worker I position in early August.
• Facilities staff is also recruiting for a second part-time Facilities Maintenance Worker.

FISCAL IMPACT
There are no financial implications resulting from this recommendation.

OPTIONS
None. Information only. Received and file.

ATTACHMENTS
None.

Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Tuesday, August 20, 2024 Reg CC MTG, Page *32
4 Prepared by:
__________________________
Emma Kelley
Parks and Recreation Director
Tuesday, August 20, 2024 Reg CC MTG, Page *33
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Interim Public Works Director MEETING DATE: August 20, 2024
SUBJECT: Monthly Report for the Public Works Department

RECOMMENDATION
Receive and file.

BACKGROUND
Water Division Updates
Cypress Water Production Facility (CWPF) and Distribution System Updates Staff continues to participate in meetings with West Basin, MWD, and LA Department of Water and Power (DWP) to construct a new emergency connection with LADWP to support a request for a shutdown of a West Basin connection, WB-08A. MWD has postponed the request for shutdown, but staff are still working to finalize project details for the new emergency connection construction.

Water Sources Update
June 2024 July 2024
Well No. 5 Offline Offline
Groundwater Pumped 0.0 acre-feet 0.0 acre-feet
MWD Imported Water 161 acre-feet 179.9 acre-feet
Water News: https://www.lomitawater.com/news/
Water Quality Reports: https://www.lomitawater.com/oversight/water-quality-reports/ CWPF Tours: https://www.lomitawater.com/water-tours/

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7g
Tuesday, August 20, 2024 Reg CC MTG, Page *34
2 Water Division Performance Measures
June 2024 July 2024
Main Breaks/Leak Repairs 2 2
Service Connection Breaks/Leaks 4 1
Water Outages 2 2
Water Service Requests 99 80
USA Dig-Alert Tickets 121 105
Dead-end Fire Hydrant Flushing 15 15
Meter Maintenance 17 20
Inspection of Water Facilities Daily Daily
Water Quality Complaints 0 0
Public Works & Engineering Division Updates
Engineering Division
Capital Improvement Projects updates are available as Exhibit 1 to this report.

Public Works & Engineering Administration Division Updates June 2024 July 2024
Encroachment Permits Reviewed 14 8
Encroachment Permits Issued 10 7
Traffic Investigation Requests Reviewed by
Technical Traffic Advisory Committee (TTAC) 2
--
Traffic Investigation Requests Approved for Public
Safety and Traffic Commission (PSTC) Review 0
--
Current Grant Applications 2 2
Public Safety & Traffic
The Public Safety & Traffic Commission (PSTC) did not meet in June. PSTC received an update on the 247th Street Area Water Main Replacement project and a recap of the “Follow Me, I‘m Gang and Drug Free“ Walk at the July meeting. The Technical Traffic Advisory Committee (TTAC) met in June and reviewed two new traffic items. A request for red curb at 25839 Cypress St was denied, based on guidance from Traffic Engineer Dykstra. A request for a loading zone in front of St. Margaret Mary Church was approved based on prior Council approval from the initial installment. A request for increased enforcement at 24020 Narbonne Ave (Cream Pan) was approved and Torrance PD will be notified of concerns. TTAC did not have a July meeting.

City staff has continued to virtually attend the PV Peninsula Project coordination meetings to share information about the Narbonne South project and learn about any projects impacting Lomita.

Tuesday, August 20, 2024 Reg CC MTG, Page *35
3 External Funding
Staff submitted the annual Road Maintenance and Rehabilitation Account (RMRA) project report and required resolution to the California Transportation Commission (CTC). As a result, the City is eligible now to receive SB 1 Local Streets and Roads funding in FY 24/25 from the State Controller.

Staff continued work in preparing grant applications for the Extreme Heat and Community Resilience Program and Clean Energy Access to support planned CIPs.

Public Works Field Operations Division (Parks/Street/Trees) Updates Parks Division
June 2024 July 2024
Mowed Park Grounds, number of times 29 35
Playground Safety Inspections 16 16
Raised Median/Planter Weeding 63 30
Park Grounds Fertilize 7 7
Museum/City Hall Grounds Maintenance 8 8
Sprinkler Repair/Replacement 67 14
Trimmed Hedges/Trees (City grounds) 57 46
In addition, the Parks Team has been assisting the Facilities Division with building facility maintenance due to facility staffing shortage and scheduling. The Parks Team made many repairs to irrigation, installed new weed barrier, and planted many new low-water use plants to the Downtown shrub beds and medians. Parks assisted with the Founder’s Day event. In addition, Park staff installed 4 new benches and cement pads for the benches at Hathaway Park.

Streets and Trees Division
June 2024 July 2024
Trees Trimmed (by Crew) 26 28
Trees Trimmed (by Contractor) 0 0
Graffiti Locations Cleaned 44 60
City Drains Cleaned 38 32
Street Signs Replaced or Repaired 10 4
Potholes Filled / Patches 60 35
New work order requests 36 32
Backlog of work orders 138 147
Total Trees Planted 3 2
Tuesday, August 20, 2024 Reg CC MTG, Page *36
4 The Street/Tree Team replaced multiple sidewalk panels at two locations on Glentree Dr. and 240th St. The Street team also assisted the Water Division on a water main break and also assisted the Parks team with Founder’s Day preparations. The Street team also assisted with the Founder’s Day event and traffic control, and 3 banners over Narbonne Ave.

Public Works Photo Highlights
Narbonne Ave Median Landscape –
Before
Narbonne Ave Median Landscape – After
Narbonne Ave Banner Installation Sidewalk Panel Replacement New Concrete Benches at Hathaway Park
Tuesday, August 20, 2024 Reg CC MTG, Page *37
5 ATTACHMENTS

1. Capital Improvement Projects Status Updates
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Interim Public Works Director
Tuesday, August 20, 2024 Reg CC MTG, Page *38

CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
F-379
Stephenson Center Rennovation: This project consists of upgrades to the restroom facilities as well as restoration of the roof at Stephenson Center in Lomita Park.

Design $58,200 $45,800
F-376
Tom Rico and Railroad Museum Rennovations: This project consists of replacing the roof at the Tom Rico Center building as well as the Railroad Museum Building.

Design $56,040 $42,300
F-239
Appian Way Pump Station Roof Replacement: This project consists of removing the existing wooden roof of the Appian Way Pump Station and replacing it with a steel truss frame system.

Construction $904,355 $78,863
F-368
City Hall HVAC Upgrades: This project consists of upgrading the existing double deck heating, ventilation and air conditioning (HVAC) system at City Hall into a more energy-efficient system.

Design $0 $0
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
ST-369
Downtown Lomita Multi-Benefit Stormwater: This project includes stormwater features along Lomita Boulevard and Narbonne Avenue to mitigate flood risk, improve water quality, and reduce the heat island effect in the downtown Lomita area. Additional features include bioretention areas, pervious pavement, landscape, benches and a new bike lane along Lomita Boulevard.

Design $939,155 $186,586
Schneider is working on this Design-Build contract. Cost estimate for construction to be provided once design is completed. No costs will be incurred untill then.

Status
Design is progressing. Currently at 10% stage_Multiple sites are under consideration for the location of the infiltration gallery

O V E R V I E W
Status Update
100% plans are in progress_Funding options are being considered from Prop 68, Prop A and Measure A.

Facilities O V E R V I E W
Stormwater
100% plans are in progress_Funding not Available yet for this fiscal year.

Bid opening date was July 30_Project to be awarded on August 20.

Tuesday, August 20, 2024 Reg CC MTG, Page *39

CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
WS-374
Narbonne South Water Main Replacement and Street Reconstruction: This project consists of constructing 1,600 feet of PVC water pipeline on Narbonne Avenue from PCH to the southern border of the City of Lomita. The entire width of the road will be rehabilitated as well.

Design $199,940 $151,552
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
W-365
Cypress Water Facility Upgrades: This project adds 4 Granular Activated Carbon (GAC) tanks to improve Lomita’s water quality by filtering out hazardous contaminants in the water after the facility shut down in 2019 due to the detection of benzene.

Construction $4,870,575 $4,316,785
W-375
Zone G Water Main Replacement: This project consists of constructing 5,000 feet of water lines along Walnut Street, 247th Place and Ebony Lane in Zone G of the City.

Design $202,118 $86,335
W-134
Emergency Generator At Appian Way Station: This project consists of installation of an emergency generator that will be capable of servicing the Appian Way Pump Station as needed.

Construction $404,316 $259,503
W-357
247th St Water Main Replacement: This project consists of installing 3,300 linear feet of new water main that will extend from 246th Street beyond the City boundaries, looping within the City of Los Angeles right of way and along Western Avenue.

Construction $888,067 $480,423
Water

O V E R V I E W
Water & Street

O V E R V I E W
Status
Environmental reviews ongoing as 100% draft design is under review by Staff.

Status
SCADA Upgrades are currently underway as well as the Upgrade to the PLC software.

Council approved an amendment with Hazen & Sawyer for Operational Support.

Potholing was completed on 7/26. Potholing report to be submitted in September.

Delivery of last two items is pending due to supply chain issues. 9/6/24 is new date.

The contractor started work in July 2024 and is progressing with submittals. Potholing is almost complete.

Tuesday, August 20, 2024 Reg CC MTG, Page *40

CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
S-368
Zone G Street Reconstruction - Phase 1: This project consists of overlaying and reconstructing certain streets in Zones G, which is the area north of Lomita Boulevard and east of Eshelman Avenue.

Bidding $239,955 $171,742
S-380
Sidewalk Repair Program: This project consist of repairing 27 sidewalks accorss the city. In some cases, work will include changes to driveway aprons to conform with Lomita Municipal Code 11-1.66.07 (C).

Bidding $148,201 $0
S-352
School Traffic Loading Study: This study aims to analyze the existing conditions and provide recommendations to improve safety for students and caregivers walking and bicycling to school is desired.

Study $56,040 $10,677
Lomita Boulevard Repair: This task aims to investigate and repair the 300-ft long westbound segment of Lomita Boulevard past Lucille Ave, exhibiting excessive rutting resulting in a 2-inch-deep settlement.

Design $30,000 $0
Status
Bid Opening date has been postponed to Aug 19 due to issuance of Addendum #5.

Bid opening date was July 18_Contract was Awarded on August 6 to Rojas Construction.

City's consultant, Toole Design, is progressing with review of existing conditions and data analysis. Site walks to each of the 4 schools will be scheduled late August.

Onward Engineering is performing Design Analysis.

Streets

O V E R V I E W
Tuesday, August 20, 2024 Reg CC MTG, Page *41

CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
M-755 Landscape Maintenance District Upgrades Design $ 19,276 $ - Project
ID # Project Description Phase
Total Contract
Approved to
Date (with
contingency)
Total Amount
Spent to Date
SE-100 Sewer System Master Plan (SSMP): This study will identify any sewers that are undersized or need replacement/upsizing. Study $137,544 $117,963 Sewer

O V E R V I E W
Status
Additional study underway for Harbor Hills - final report to be filed with City Council after that.

Design completed. Construction to be planned once funidng is secured.

Status
Parks O V E R V I E W
Tuesday, August 20, 2024 Reg CC MTG, Page *42
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: August 20, 2024
SUBJECT: June and July 2024 Treasury and Investment Report

RECOMMENDATION
Receive and file the Treasury and Investment Report.

BACKGROUND
Pursuant to Section 41004 of the Government Code of the State of California, the City Treasurer is required to submit a monthly report of all receipts, disbursements and fund balances. The first page of the report summarizes the investment activity for the month and distribution by type of investment, held by the City. The second and third page lists all investments with original maturities exceeding one year as of the month ended July 31, 2024. The fourth page of the report provides a summary of the beginning balance, total receipts, total disbursements, ending balance for all funds, and a listing, by fund, of all month end fund balances.

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

11.36% of the City’s funds are with the State of California Local Agency Investment Fund (LAIF). The remaining funds of the City of Lomita are in active checking accounts, money market funds, U.S. Treasuries, Federal Agency Securities, Corporate Bonds, and FDICinsured Negotiable Certificates of Deposit that are in compliance with the California Government Code and the City’s Investment Policy. The current value of each account is obtained from actual monthly statements for the period ending July 31, 2024.

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 7h
Tuesday, August 20, 2024 Reg CC MTG, Page *43
2 OPTIONS
None, information only.

FISCAL IMPACT
None.

ATTACHMENT

1. Treasury and Investment Report for June 2024

2. Treasury and Investment Report for July 2024
Reviewed by: Approved by:
____________________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager

Prepared by:
__________________________
Susan Kamada
Administrative Services Director
Tuesday, August 20, 2024 Reg CC MTG, Page *44
City of Lomita
Investment Portfolio Report June 30, 2024
Summary of Cash & Investments Book Value Market Value* Interest Earned Gain (Loss) on
Investment
Local Agency Investment Fund (LAIF) 3,955,927.58 3,955,927.58 44,136.66 0.00 Certificate of Deposit - Negotiable 17,127,000.00 16,699,821.25 45,547.58 0.00 Federal Agency Securities 6,950,000.00 6,761,568.50 19,250.00 0.00 Commercial Paper 2,000,000.00 1,829,565.00 0.00 0.00
US Treasuries 2,000,000.00 1,967,690.00 12,370.00 0.00
Total Pooled Investments 32,032,927.58 31,214,572.33 121,304.24 0.00 City of Lomita General Account DDA 3,910,401.72 3,910,401.72 0.00 0.00 Total Cash 3,910,401.72 3,910,401.72 0.00 0.00
Total Cash & Investments 35,943,329.30 35,124,974.05 121,304.24 0.00 City of Lomita
Distribution of Pooled Cash
Local Agency Investment Fund (LAIF) 3,955,927.58 11.01% MTD YTD Certificate of Deposit - Negotiable 17,127,000.00 47.65% Jul-23 40,936.35 40,936.35 Federal Agency Securities 6,950,000.00 19.34% Aug-23 48,202.54 89,138.89 Commerical Paper 2,000,000.00 5.56% Sep-23 43,477.59 132,616.48 US Treasuries 2,000,000.00 5.56% Oct-23 117,861.01 250,477.49 Cash on Hand 3,910,401.72 10.88% Nov-23 53,385.88 303,863.37 Total Cash & Investments 35,943,329.30 100.00% Dec-23 55,687.24 359,550.61 Jan-24 99,141.84 458,692.45
Feb-24 50,438.44 509,130.89
Mar-24 38,287.66 547,418.55
Apr-24 120,941.74 668,360.29
May-24 91,147.06 759,507.35
Jun-24 121,304.24 880,811.59
880,811.59 880,811.59
*The Governmental Accounting Standards Board (GASB) has established Statement No. 31 for setting investment valuation standards. We report the unrealized gain/(loss) monthly and book realized gain/(loss) at year end as a GASB 31 requirement.

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

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

11.0060%

47.6500%

19.3360%

5.5643%

5.5643%

89.12%

10.88%

10.88%
100.00%
Local Agency Investment
Fund (LAIF), 11%
Certificate of
Deposit -
Negotiable, 48%
Federal Agency
Securities, 19%
Commerical
Paper, 5%
U.S. Treasuries 7%
Cash on Hand,
11%
Tuesday, August 20, 2024 Reg CC MTG, Page *45
City of Lomita
Investment Portfolio Report
June 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Last Month
MP
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Local Agency Investment Fund (LAIF)
City of Lomita XX-XX-469 N/A 4.480% 3,911,790.92 100.0000 3,911,790.92 44,136.66 - - 3,955,927.58 3,955,927.58 44,136.66 - Sub Total / Average 4.480% 3,911,790.92 100.00 3,911,790.92 44,136.66 - - 3,955,927.58 3,955,927.58 44,136.66 - Certificate of Deposit - Negotiable
Third Federal S & L Assn 88413QDA3 08/13/21 08/13/24 0.500% 249,000.00 99.0180 246,554.82 - - 913.83 247,468.65 249,000.00 Raymond James Bank NA 75472RBB6 02/14/20 02/14/25 1.750% 248,000.00 97.5150 241,837.20 - - 753.92 242,591.12 248,000.00 Liberty Federal Credit Union 53052LAP4 03/24/23 03/24/25 5.350% 248,000.00 100.0070 248,017.36 - - 186.00 248,203.36 248,000.00 1,126.87 Lafayette FCU 50625LAY9 03/31/22 03/31/25 2.200% 249,000.00 97.4530 242,657.97 - - 734.55 243,392.52 249,000.00 465.25 Direct Federal Credit Union 25460FDZ6 02/01/23 05/01/25 4.700% 248,000.00 99.4360 246,601.28 - - 317.44 246,918.72 248,000.00 989.96 JPMorgan Chase Bank NA 48128WCJ2 12/03/21 05/16/25 0.800% 248,000.00 95.7870 237,551.76 - - 994.48 238,546.24 248,000.00 Institution for Savings Newburyport MA 45780PBL8 05/20/22 05/20/25 3.100% 247,000.00 97.9060 241,827.82 - - 605.15 242,432.97 247,000.00 666.69 Axiom Bank Maitland FL 05464LBR1 11/30/21 06/13/25 0.700% 249,000.00 95.3800 237,496.20 - - 1,035.84 238,532.04 249,000.00 148.04 Bank of Princeton 064520BE8 06/26/20 06/26/25 0.600% 210,000.00 95.1280 199,768.80 - - 886.20 200,655.00 210,000.00 107.01 California Credit Union 130162BL3 12/28/23 06/30/25 5.100% 244,000.00 99.7930 243,494.92 - - 339.16 243,834.08 244,000.00 6,239.05 Flushing Bank 34387AFF1 11/04/22 11/04/25 4.700% 249,000.00 99.3150 247,294.35 - - 475.59 247,769.94 249,000.00 993.95 Comerica Bank 200339GC7 05/08/24 11/10/25 5.100% 243,000.00 99.8670 242,676.81 - - 362.07 243,038.88 243,000.00 Bankunited NA 066519RX9 12/08/21 12/08/25 1.250% 248,000.00 94.2870 233,831.76 - - 1,036.64 234,868.40 248,000.00 781.37 USAlliance FCU 90352RCD5 01/28/22 01/28/26 1.350% 249,000.00 93.9770 234,002.73 - - 1,155.36 235,158.09 249,000.00 276.29 Liberty First Credit Union 530520AF2 02/03/23 02/03/26 4.400% 249,000.00 98.9810 246,462.69 - - 637.44 247,100.13 249,000.00 951.66 Truliant 89789AAH0 03/22/23 03/23/26 5.150% 248,000.00 100.0430 248,106.64 - - 605.12 248,711.76 248,000.00 1,084.75 Pentagon FCU 70962LBK7 03/28/22 03/30/26 2.050% 249,000.00 94.6620 235,708.38 - - 1,127.97 236,836.35 249,000.00 433.53 Kansas State Bank 50116CCV9 03/31/22 03/31/26 2.300% 249,000.00 95.1150 236,836.35 - 1,073.19 237,909.54 249,000.00 470.71 Nelnet Bank 64034KAC5 04/15/21 04/15/26 0.700% 248,000.00 92.2200 228,705.60 - - 1,346.64 230,052.24 248,000.00 Community West Bank NA 20415QHQ5 04/23/21 04/23/26 0.700% 248,000.00 92.0900 228,383.20 - - 1,381.36 229,764.56 248,000.00 147.44 Bank of America 06051XDH2 05/09/24 05/11/26 5.000% 243,000.00 99.8270 242,579.61 - - 656.10 243,235.71 243,000.00 State BK India New York NY 856285VS7 05/19/21 05/19/26 1.000% 247,000.00 92.4310 228,304.57 - - 1,346.15 229,650.72 247,000.00 Flagstar Bank 33847GJJ2 06/27/24 06/26/26 5.000% 243,000.00 - 524.88 243,524.88 243,000.00 Toyota Financial Savings Bank 89235MLD1 07/22/21 07/22/26 0.950% 248,000.00 91.7960 227,654.08 - - 1,411.12 229,065.20 248,000.00 Medallion BK Salt Lake City 58404DLD1 07/30/21 07/30/26 0.800% 248,000.00 91.4200 226,721.60 - - 1,421.04 228,142.64 248,000.00 Sallie Mae Bank 795451AK9 08/11/21 08/11/26 1.100% 248,000.00 91.9220 227,966.56 - - 1,351.60 229,318.16 248,000.00 Metro Credit Union 59161YAN6 02/18/22 08/18/26 1.600% 249,000.00 92.8490 231,194.01 - - 1,287.33 232,481.34 249,000.00 338.37 Texas Exchange Bank 88241TML1 11/26/21 11/27/26 1.200% 249,000.00 91.1890 227,060.61 - - 1,135.44 228,196.05 249,000.00 253.78 Beal Bank USA 07371CH69 03/02/22 02/24/27 2.050% 248,000.00 92.6880 229,866.24 - - 741.52 230,607.76 248,000.00 Alabama Credit Union 01025RAP4 02/28/24 03/01/27 4.500% 248,000.00 98.9200 245,321.60 - - 359.60 245,681.20 248,000.00 947.84 Capital One Bank USA NA 14042TFP7 04/27/22 04/27/27 2.900% 248,000.00 94.6250 234,670.00 - - 406.72 235,076.72 248,000.00 Morgan Stanley Bank 61773TDN0 04/29/22 04/29/27 3.000% 246,000.00 94.8860 233,419.56 - - 381.30 233,800.86 246,000.00 Discover Bank 254673G83 06/14/22 06/14/27 3.150% 246,000.00 95.1650 234,105.90 - - 194.34 234,300.24 246,000.00 3,885.11 The Dart Bank 237412AN1 06/08/22 06/15/27 3.250% 249,000.00 95.4170 237,588.33 - - 234.06 237,822.39 249,000.00 687.31 Forbright Bank 34520LAT0 11/02/22 11/02/27 4.600% 249,000.00 99.2550 247,144.95 - - 318.72 247,463.67 249,000.00 972.81 Alliant Credit Union 01882MAC6 12/30/22 12/30/27 5.000% 248,000.00 100.5890 249,460.72 - - 396.80 249,857.52 248,000.00 First Technology Federal 33715LEL0 02/03/23 02/03/28 5.000% 248,000.00 100.0200 248,049.60 - - 12.40 248,062.00 248,000.00 1,053.15 Alaska USA Federal Credit Union 011852AE0 03/08/23 03/08/28 4.600% 249,000.00 99.3060 247,271.94 - - 717.12 247,989.06 249,000.00 972.81 United Fidelity Bank 910286HR7 04/12/24 04/12/28 4.400% 243,000.00 98.6200 239,646.60 - - 845.64 240,492.24 243,000.00 908.09 First Federal S&L Assn 32023HBV9 06/28/24 06/28/28 5.300% 248,000.00 - (223.20) 247,776.80 248,000.00 Freedom Northwest CU 356436AP0 08/25/23 09/19/28 5.650% 248,000.00 101.1260 250,792.48 - - 245.52 251,038.00 248,000.00 1,190.06 Southwest FCU 585899AG2 01/19/24 01/19/29 4.000% 249,000.00 97.0330 241,612.17 - - 1,506.45 243,118.62 249,000.00 845.92 SCE Federal Credit Union 78413RAS6 05/22/24 05/22/29 4.550% 249,000.00 99.4230 247,563.27 - - 1,653.36 249,216.63 249,000.00 962.23 Live Oak Bkg Co 538036HY3 02/12/20 08/12/24 1.700% 245,000.00 99.2770 243,228.65 - - 693.35 243,922.00 245,000.00 353.74 Capital One Natl Assn 14042RNE7 08/23/19 08/21/24 2.000% 245,000.00 99.2350 243,125.75 - - 622.30 243,748.05 245,000.00 Connexus CU 20825WCK4 08/25/23 08/23/24 5.500% 248,000.00 99.9890 247,972.72 - - (2.48) 247,970.24 248,000.00 1,169.00 Morgan Stanley Private Bk Natl Assn 61760AX53 09/05/19 09/05/24 1.900% 100,000.00 99.0580 99,058.00 - - 263.00 99,321.00 100,000.00 Synchrony Bank 87165FF58 11/30/21 11/29/24 0.850% 245,000.00 97.7700 239,536.50 - - 845.25 240,381.75 245,000.00 Workers Federal Credit Union 98138MBC3 01/27/23 01/27/25 4.700% 249,000.00 99.5610 247,906.89 - - 221.61 248,128.50 249,000.00 993.95 Enerbank USA Salt 29278TMZ0 02/14/20 02/14/25 1.650% 245,000.00 97.4370 238,720.65 - - 779.10 239,499.75 245,000.00 343.34 Merrick Bank 59013KQE9 11/30/21 05/30/25 0.900% 245,000.00 95.7210 234,516.45 - - 977.55 235,494.00 245,000.00 Spokane Teachers Credit Union 849061AA4 11/23/22 11/24/25 5.000% 248,000.00 99.7400 247,355.20 - - 451.36 247,806.56 248,000.00 1,137.55 Tuesday, August 20, 2024 Reg CC MTG, Page *46
City of Lomita
Investment Portfolio Report
June 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Last Month
MP
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Eaglemark Savings Bank 27004PBD4 04/07/21 04/07/26 0.700% 245,000.00 92.2990 226,132.55 - - 1,318.10 227,450.65 245,000.00 Greenstate Credit Union 39573LBL1 06/16/21 06/16/26 0.900% 249,000.00 91.9560 228,970.44 - - 1,456.65 230,427.09 249,000.00 190.33 UBS Bk USA Salt Lake 90348JQ29 07/14/21 07/14/26 0.900% 249,000.00 91.6930 228,315.57 - - 1,461.63 229,777.20 249,000.00 190.33 Bank of Frankewing 06221LAE3 11/09/22 11/09/26 4.950% 248,000.00 99.9850 247,962.80 - (248,000.00) (247,962.80) - - 1,042.62 Baxter Credit Union 07181JAU8 11/22/22 11/23/26 5.000% 248,000.00 100.0710 248,176.08 - - 545.60 248,721.68 248,000.00 1,053.15 Celtic Bank 15118RZT7 11/30/22 11/30/26 4.800% 249,000.00 99.5990 248,001.51 - - 527.88 248,529.39 249,000.00 Dept of Commerce Federal CU 24951TAT2 05/13/22 05/13/27 3.250% 249,000.00 95.5060 237,809.94 - - 326.19 238,136.13 249,000.00 687.31 BMO Harris Bank NA 05600XFW5 06/15/22 06/15/27 3.300% 249,000.00 95.5580 237,939.42 - - 226.59 238,166.01 249,000.00 697.88 Empower FCU 291916AM6 06/26/24 06/28/27 4.900% - 248,000.00 - 138.88 248,138.88 248,000.00 Numerica Credit Union 67054NBC6 11/04/22 11/04/27 4.950% 248,000.00 100.3580 248,887.84 - - 270.32 249,158.16 248,000.00 1,042.62 University Bk Ann 914098DQ8 04/03/23 04/03/28 4.850% 248,000.00 100.1940 248,481.12 - - 768.80 249,249.92 248,000.00 1,021.56 Customers Bank 23204HNZ7 05/31/23 05/31/28 4.450% 244,000.00 101.0190 246,486.36 - - 814.96 247,301.32 244,000.00 Calprivate Bank 13135NCB4 12/27/23 12/27/28 3.850% 245,000.00 96.4340 236,263.30 - - 1,418.55 237,681.85 245,000.00 4,729.17 Rogue Credit Union 77535MAR4 01/02/24 12/28/28 5.300% 248,000.00 100.0300 248,074.40 - - 74.40 248,148.80 248,000.00 1,116.34 Ledyark NBk/Norwich VT 523343AA9 01/02/24 12/29/28 4.050% 245,000.00 100.7890 246,933.05 - - 1,332.80 248,265.85 245,000.00 National Bank of Commerce 633368GT6 01/05/24 01/05/29 4.800% 249,000.00 99.9950 248,987.55 - - 67.23 249,054.78 249,000.00 1,015.10 Spur Security Bank 85214EAA0 03/26/24 03/12/29 4.200% 244,000.00 97.8400 238,729.60 - - 1,495.72 240,225.32 244,000.00 Malaga Bk FSB 56102ABS4 04/19/24 04/19/29 4.150% 245,000.00 97.6510 239,244.95 - - 1,612.10 240,857.05 245,000.00 863.54 First Foundation Bank 32026U5S1 05/10/24 05/10/29 4.600% 244,000.00 99.5950 243,011.80 - - 1,544.52 244,556.32 244,000.00 Sub Total / Average 3.228% 16,636,000.00 16,155,640.13 739,000.00 (248,000.00) (194,818.88) 16,699,821.25 17,127,000.00 45,547.58 - Federal Agency Securities
Federal Home LN BKS 3130APXC4 12/10/21 12/10/24 1.100% 1,000,000.00 97.8460 978,460.00 - - 1,530.00 979,990.00 1,000,000.00 5,500.00 Federal Home LN BKS 3130ALMM3 03/30/21 03/30/26 1.000% 250,000.00 93.0220 232,555.00 - - 1,167.50 233,722.50 250,000.00 - - Federal Home LN BKS 3130AR2B6 03/08/22 03/08/27 2.375% 500,000.00 93.6490 468,245.00 - - 2,630.00 470,875.00 500,000.00 - Federal Home LN BKS 3130ARDY4 03/29/22 03/29/27 2.500% 500,000.00 93.8800 469,400.00 - - 2,220.00 471,620.00 500,000.00 Federal Home LN MTG 3134H1A45 04/11/24 04/08/27 5.500% 250,000.00 99.8420 249,605.00 - - (125.00) 249,480.00 250,000.00 - - Federal Home LN BKS 3130ARGQ8 04/14/22 04/14/27 2.875% 250,000.00 94.8200 237,050.00 - - 1,095.00 238,145.00 250,000.00 Federal Home LN BKS 3130ASD22 06/29/22 06/29/27 3.590% 250,000.00 96.3990 240,997.50 - - 1,375.00 242,372.50 250,000.00 Federal Home LN MTG 3134GXL28 08/17/22 08/17/27 4.150% 250,000.00 97.6330 244,082.50 - - 997.50 245,080.00 250,000.00 Federal Home LN MTG 3134GXQ23 08/25/22 08/25/27 4.250% 250,000.00 97.5780 243,945.00 - - 1,847.50 245,792.50 250,000.00 Federal Home LN MTG 3134GY3F7 11/22/22 11/22/27 5.125% 250,000.00 99.3920 248,480.00 - - 175.00 248,655.00 250,000.00 Federal Home LN MTG 3134GYF31 01/30/23 01/27/28 5.100% 250,000.00 99.2820 248,205.00 - - 192.50 248,397.50 250,000.00 Federal Farm Credit Bank 3133EPC45 11/16/23 11/13/28 4.625% 500,000.00 100.0300 500,150.00 - - 3,380.00 503,530.00 500,000.00 Federal Natl Mtg Assn 3135GASH5 05/08/24 05/08/29 4.800% 450,000.00 99.0830 445,873.50 - 2,925.00 448,798.50 450,000.00 Federal Farm Credit Bank 3133ENCD0 11/30/21 10/27/25 1.040% 500,000.00 94.6270 473,135.00 - - 1,615.00 474,750.00 500,000.00 Federal Farm Credit Bank 3133EMB76 05/26/21 05/26/26 0.950% 500,000.00 92.4070 462,035.00 - - 3,050.00 465,085.00 500,000.00 - Federal Home LN MTG 3134GYTP7 06/15/23 06/15/28 5.500% 500,000.00 100.0420 500,210.00 - (500,000.00) (500,210.00) - - 13,750.00 - Federal Home LN MTG 3134H1HY2 10/30/23 10/30/28 6.000% 500,000.00 99.9450 499,725.00 - - (455.00) 499,270.00 500,000.00 Fannie Mae 3135GASQ5 06/17/24 05/16/29 4.625% - 500,000.00 - (3,995.00) 496,005.00 500,000.00 Sub Total / Average 3.617% 6,950,000.00 6,742,153.50 500,000.00 (500,000.00) (480,585.00) 6,761,568.50 6,950,000.00 19,250.00 - Commercial Paper
Goldman Sachs Corp A2 38150AFK6 04/30/21 04/30/26 1.550% 500,000.00 91.4270 457,135.00 - - 2,625.00 459,760.00 500,000.00 Bank of America Corp A2 06048WM31 05/28/21 05/28/26 1.250% 1,000,000.00 90.9760 909,760.00 - - 4,020.00 913,780.00 1,000,000.00 JPMorgan Chase & Co 48128G4R8 08/17/21 08/17/26 1.150% 500,000.00 88.7640 443,820.00 - - 12,205.00 456,025.00 500,000.00 - Sub Total / Average 1.317% 2,000,000.00 1,810,715.00 - - 18,850.00 1,829,565.00 2,000,000.00 - - U.S. Treasuries
US Treasury Note 9128283J7 12/19/23 11/30/24 2.125% 1,000,000.00 99.9120 999,120.00 - (11,960.00) 987,160.00 1,000,000.00 US Treasury Note 912796ZW2 12/21/23 06/20/24 0.000% 500,000.00 100.0000 500,000.00 - (500,000.00) (500,000.00) - - 12,370.00 US Treasury Note 912797LD7 05/21/24 11/14/24 0.000% 1,000,000.00 97.6440 976,440.00 - 4,090.00 980,530.00 1,000,000.00 Sub Total / Average 0.000% 2,500,000.00 2,475,560.00 - (500,000.00) (507,870.00) 1,967,690.00 2,000,000.00 12,370.00 - Total / Average - Investments 2.53% 31,997,790.92 100.00 31,095,859.55 1,283,136.66 (1,248,000.00) (1,164,423.88) 31,214,572.33 32,032,927.58 121,304.24 - Tuesday, August 20, 2024 Reg CC MTG, Page *47
City of Lomita
Investment Portfolio Report
June 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Last Month
MP
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Demand Deposit Account (DDA)
Pacific Western - General Account XXXX259 N/A N/A 0.000% 4,010,430.46 100.0000 N/A N/A N/A N/A 4,010,430.46 4,010,430.46 N/A N/A (Outstanding Debits & Checks) N/A N/A (100,028.74) 100.0000 N/A N/A N/A N/A (100,028.74) (100,028.74) N/A N/A Sub Total / Average 0.000% 3,910,401.72 200.00 3,910,401.72 3,910,401.72 - - Total /Cash & Investments 35,908,192.64 300.00 31,095,859.55 1,283,136.66 (1,248,000.00) (1,164,423.88) 35,124,974.05 35,943,329.30 121,304.24 - Tuesday, August 20, 2024 Reg CC MTG, Page *48
City of Lomita
Investment Portfolio Report June 30, 2024
Previous Balance $ 4,445,502.42
Deposits 1,441,800.04
Disbursements (1,862,950.83)
Adjustments (13,921.17)
Current Balance 4,010,430.46
General Fund - City Operations
General Fund - City Operations including LAIF and Investments 100 10,545,421.28 Sub Total - General Fund - City Operations including LAIF and Investments 10,545,421.28 Special Revenue Funds
OPEB Trust Fund - Retiree Health Care 201 256,548.01
Pension Stabilization Fund 202 1,346,646.01
Economic Development 203 746,506.98
General Plan Update 204 251,633.94
Gas Tax Fund - Street Maintenance 205 1,740,592.49
Measure R Local Fund - Street Projects 207 986,171.06
Measure R Highway Fund - Street Projects 208 (106,536.84) Measure M Fund - Street Projects 209 1,037,033.78
Economic Stabilization 210 500,000.00
Measure W Fund - Safe Clean Water Program 211 561,933.89 American Rescue Plan 212 1,336,976.00
CDBG Fund - Housing Programs 215 (1,824.26)
Proposition A Fund - Transportation Projects 220 1,023,883.33 Proposition C Fund - Transportation Projects 225 2,830,953.59 Transportation Development Act Article 3- Transportation Projects 230 - Air Quality Fund - Air Quality Projects 235 65,178.64
Landscape Maintenance Fund - Landscape Maintenance District 245 17,088.91 Park Facilities Fee Fund - Quimby Funds 250 588,546.74
Park Athletic Fund - Park Athlete Programs 255 135,862.16 Park Grant Fund - Park Improvement Programs 257 (6,060.06) Lomita Manor Fund - Federal Housing Program 260 197,505.04 CA Law Enf. Equip. Program (CLEEP) Fund - Public Safety Equip. 276 6,351.40 Sub Total - Special Revenue Funds 13,514,990.81
Capital Improvement Funds
Capital Improvement Fund - Capital Improvement Projects 310 167,220.26 Street Improvement Fund - Street Improvement Projects 311 1,962,824.52 Facilities Improvement Fund - Facilities Improvement Projects 312 358,669.23 Stephenson Center Fund - Facilities Improvement Projects 313 85,744.47 Sub Total - Capital Improvement Funds 2,574,458.48

GENERAL LEDGER CASH BALANCES
Tuesday, August 20, 2024 Reg CC MTG, Page *49
City of Lomita
Investment Portfolio Report June 30, 2024
Previous Balance $ 4,445,502.42
Deposits 1,441,800.04
Disbursements (1,862,950.83)
Adjustments (13,921.17)
Current Balance 4,010,430.46
Proprietary Funds
Water Operations Fund - Water Operations 510 3,965,101.46 Water Capital Fund - Water Capital Projects 520 2,737,492.06 Rate Stabilization - Cypress Reservoir Bond 530 125,000.00 Internal Service Fund - Equipment Replacement 610 1,203,049.44 PK Equipment Replacement Fund 611 759,297.50
Sewer Replacement Fund 612 496,482.50
Sub Total - Proprietary Funds 9,286,422.96
Trust and Agency Funds
Museum Foundation Fund - Railroad Museum Programs 720 20,809.77 Tom Rico Memorial Fund - Park Program Scholarships 730 1,226.00 Sub Total - Trust & Agency Funds 22,035.77
Total 35,943,329.30
Pooled Cash 999 (31,932,898.84)
Grand Total 4,010,430.46
Tuesday, August 20, 2024 Reg CC MTG, Page *50
City of Lomita
Investment Portfolio Report July 31, 2024
Summary of Cash & Investments Book Value Market Value* Interest Earned Gain (Loss) on
Investment
Local Agency Investment Fund (LAIF) 3,955,927.58 3,955,927.58 0.00 0.00 Certificate of Deposit - Negotiable 17,127,000.00 16,837,345.61 41,016.49 0.00 Federal Agency Securities 7,200,000.00 7,055,011.50 10,862.50 0.00 Commercial Paper 2,000,000.00 1,855,610.00 0.00 0.00
US Treasuries 2,000,000.00 1,974,690.00 0.00 0.00
Total Pooled Investments 32,282,927.58 31,678,584.69 51,878.99 0.00 City of Lomita General Account DDA 2,530,773.81 2,530,773.81 0.00 0.00 Total Cash 2,530,773.81 2,530,773.81 0.00 0.00
Total Cash & Investments 34,813,701.39 34,209,358.50 51,878.99 0.00 City of Lomita
Distribution of Pooled Cash
Local Agency Investment Fund (LAIF) 3,955,927.58 11.36% MTD YTD Certificate of Deposit - Negotiable 17,127,000.00 49.20% Jul-24 51,878.99 51,878.99 Federal Agency Securities 7,200,000.00 20.68% Aug-24 - 51,878.99 Commerical Paper 2,000,000.00 5.74% Sep-24 - 51,878.99
US Treasuries 2,000,000.00 5.74% Oct-24 - 51,878.99
Cash on Hand 2,530,773.81 7.27% Nov-24 - 51,878.99
Total Cash & Investments 34,813,701.39 100.00% Dec-24 - 51,878.99 Jan-25 - 51,878.99
Feb-25 - 51,878.99
Mar-25 - 51,878.99
Apr-25 - 51,878.99
May-25 - 51,878.99
Jun-25 - 51,878.99
51,878.99 51,878.99
*The Governmental Accounting Standards Board (GASB) has established Statement No. 31 for setting investment valuation standards. We report the unrealized gain/(loss) monthly and book realized gain/(loss) at year end as a GASB 31 requirement.

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

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

11.3631%

49.1961%

20.6815%

5.7449%

5.7449%

92.73%

7.27%

7.27%
100.00%
Local Agency Investment
Fund (LAIF), 11%
Certificate of
Deposit -
Negotiable, 49%
Federal Agency
Securities, 21%
Commerical
Paper, 6%
U.S. Treasuries 7%
Cash on Hand,
7%
Tuesday, August 20, 2024 Reg CC MTG, Page *51
City of Lomita
Investment Portfolio Report
July 31, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Local Agency Investment Fund (LAIF)
City of Lomita XX-XX-469 N/A 4.516% 3,955,927.58 3,955,927.58 - - 3,955,927.58 3,955,927.58 - Sub Total / Average 4.516% 3,955,927.58 3,955,927.58 - - - 3,955,927.58 3,955,927.58 - - Certificate of Deposit - Negotiable
Third Federal S & L Assn 88413QDA3 08/13/21 08/13/24 0.500% 249,000.00 247,468.65 - - 1,113.03 248,581.68 249,000.00 Raymond James Bank NA 75472RBB6 02/14/20 02/14/25 1.750% 248,000.00 242,591.12 - - 1,130.88 243,722.00 248,000.00 Liberty Federal Credit Union 53052LAP4 03/24/23 03/24/25 5.350% 248,000.00 248,203.36 - - 369.52 248,572.88 248,000.00 1,090.52 Lafayette FCU 50625LAY9 03/31/22 03/31/25 2.200% 249,000.00 243,392.52 - - 1,088.13 244,480.65 249,000.00 450.25 Direct Federal Credit Union 25460FDZ6 02/01/23 05/01/25 4.700% 248,000.00 246,918.72 - - 602.64 247,521.36 248,000.00 958.03 JPMorgan Chase Bank NA 48128WCJ2 12/03/21 05/16/25 0.800% 248,000.00 238,546.24 - - 1,512.80 240,059.04 248,000.00 Institution for Savings Newburyport MA 45780PBL8 05/20/22 05/20/25 3.100% 247,000.00 242,432.97 - - 1,012.70 243,445.67 247,000.00 631.81 Axiom Bank Maitland FL 05464LBR1 11/30/21 06/13/25 0.700% 249,000.00 238,532.04 - - 1,630.95 240,162.99 249,000.00 143.26 Bank of Princeton 064520BE8 06/26/20 06/26/25 0.600% 210,000.00 200,655.00 - - 1,438.50 202,093.50 210,000.00 103.56 California Credit Union 130162BL3 12/28/23 06/30/25 5.100% 244,000.00 243,834.08 - - 661.24 244,495.32 244,000.00 Flushing Bank 34387AFF1 11/04/22 11/04/25 4.700% 249,000.00 247,769.94 - - 1,147.89 248,917.83 249,000.00 961.89 Comerica Bank 200339GC7 05/08/24 11/10/25 5.100% 243,000.00 243,038.88 - - 1,078.92 244,117.80 243,000.00 Bankunited NA 066519RX9 12/08/21 12/08/25 1.250% 248,000.00 234,868.40 - - 1,936.88 236,805.28 248,000.00 USAlliance FCU 90352RCD5 01/28/22 01/28/26 1.350% 249,000.00 235,158.09 - - 1,984.53 237,142.62 249,000.00 285.50 Liberty First Credit Union 530520AF2 02/03/23 02/03/26 4.400% 249,000.00 247,100.13 - - 1,359.54 248,459.67 249,000.00 920.96 Truliant 89789AAH0 03/22/23 03/23/26 5.150% 248,000.00 248,711.76 - - 1,316.88 250,028.64 248,000.00 1,049.75 Pentagon FCU 70962LBK7 03/28/22 03/30/26 2.050% 249,000.00 236,836.35 - - 1,949.67 238,786.02 249,000.00 419.55 Kansas State Bank 50116CCV9 03/31/22 03/31/26 2.300% 249,000.00 237,909.54 - 1,914.81 239,824.35 249,000.00 486.40 Nelnet Bank 64034KAC5 04/15/21 04/15/26 0.700% 248,000.00 230,052.24 - - 2,234.48 232,286.72 248,000.00 Community West Bank NA 20415QHQ5 04/23/21 04/23/26 0.700% 248,000.00 229,764.56 - - 2,241.92 232,006.48 248,000.00 142.68 Bank of America 06051XDH2 05/09/24 05/11/26 5.000% 243,000.00 243,235.71 - - 1,428.84 244,664.55 243,000.00 State BK India New York NY 856285VS7 05/19/21 05/19/26 1.000% 247,000.00 229,650.72 - - 2,218.06 231,868.78 247,000.00 Flagstar Bank 33847GJJ2 06/27/24 06/26/26 5.000% 243,000.00 243,524.88 - - 1,499.31 245,024.19 243,000.00 Toyota Financial Savings Bank 89235MLD1 07/22/21 07/22/26 0.950% 248,000.00 229,065.20 - - 2,326.24 231,391.44 248,000.00 1,174.77 Medallion BK Salt Lake City 58404DLD1 07/30/21 07/30/26 0.800% 248,000.00 228,142.64 - - 2,398.16 230,540.80 248,000.00 989.28 Sallie Mae Bank 795451AK9 08/11/21 08/11/26 1.100% 248,000.00 229,318.16 - - 2,487.44 231,805.60 248,000.00 Metro Credit Union 59161YAN6 02/18/22 08/18/26 1.600% 249,000.00 232,481.34 - - 2,427.75 234,909.09 249,000.00 327.45 Texas Exchange Bank 88241TML1 11/26/21 11/27/26 1.200% 249,000.00 228,196.05 - - 2,838.60 231,034.65 249,000.00 245.59 Beal Bank USA 07371CH69 03/02/22 02/24/27 2.050% 248,000.00 230,607.76 - - 2,998.32 233,606.08 248,000.00 Alabama Credit Union 01025RAP4 02/28/24 03/01/27 4.500% 248,000.00 245,681.20 - - 2,606.48 248,287.68 248,000.00 917.26 Capital One Bank USA NA 14042TFP7 04/27/22 04/27/27 2.900% 248,000.00 235,076.72 - - 3,095.04 238,171.76 248,000.00 Morgan Stanley Bank 61773TDN0 04/29/22 04/29/27 3.000% 246,000.00 233,800.86 - - 3,062.70 236,863.56 246,000.00 Discover Bank 254673G83 06/14/22 06/14/27 3.150% 246,000.00 234,300.24 - - 3,222.60 237,522.84 246,000.00 The Dart Bank 237412AN1 06/08/22 06/15/27 3.250% 249,000.00 237,822.39 - - 3,254.43 241,076.82 249,000.00 665.14 Forbright Bank 34520LAT0 11/02/22 11/02/27 4.600% 249,000.00 247,463.67 - - 3,149.85 250,613.52 249,000.00 941.42 Alliant Credit Union 01882MAC6 12/30/22 12/30/27 5.000% 248,000.00 249,857.52 - - 3,139.68 252,997.20 248,000.00 2,072.33 First Technology Federal 33715LEL0 02/03/23 02/03/28 5.000% 248,000.00 248,062.00 - - 319.92 248,381.92 248,000.00 1,019.18 Alaska USA Federal Credit Union 011852AE0 03/08/23 03/08/28 4.600% 249,000.00 247,989.06 - - 3,184.71 251,173.77 249,000.00 941.42 United Fidelity Bank 910286HR7 04/12/24 04/12/28 4.400% 243,000.00 240,492.24 - - 3,134.70 243,626.94 243,000.00 878.79 First Federal S&L Assn 32023HBV9 06/28/24 06/28/28 5.300% 248,000.00 247,776.80 - - 1,661.60 249,438.40 248,000.00 1,080.33 Freedom Northwest CU 356436AP0 08/25/23 09/19/28 5.650% 248,000.00 251,038.00 - - 694.40 251,732.40 248,000.00 1,151.67 Southwest FCU 585899AG2 01/19/24 01/19/29 4.000% 249,000.00 243,118.62 - - 3,164.79 246,283.41 249,000.00 818.63 SCE Federal Credit Union 78413RAS6 05/22/24 05/22/29 4.550% 249,000.00 249,216.63 - - 2,935.71 252,152.34 249,000.00 931.19 Live Oak Bkg Co 538036HY3 02/12/20 08/12/24 1.700% 245,000.00 243,922.00 - - 798.70 244,720.70 245,000.00 342.33 Capital One Natl Assn 14042RNE7 08/23/19 08/21/24 2.000% 245,000.00 243,748.05 - - 779.10 244,527.15 245,000.00 Connexus CU 20825WCK4 08/25/23 08/23/24 5.500% 248,000.00 247,970.24 - - 52.08 248,022.32 248,000.00 1,131.29 Morgan Stanley Private Bk Natl Assn 61760AX53 09/05/19 09/05/24 1.900% 100,000.00 99,321.00 - - 336.00 99,657.00 100,000.00 Synchrony Bank 87165FF58 11/30/21 11/29/24 0.850% 245,000.00 240,381.75 - - 1,156.40 241,538.15 245,000.00 Workers Federal Credit Union 98138MBC3 01/27/23 01/27/25 4.700% 249,000.00 248,128.50 - - 440.73 248,569.23 249,000.00 961.89 Enerbank USA Salt 29278TMZ0 02/14/20 02/14/25 1.650% 245,000.00 239,499.75 - - 1,117.20 240,616.95 245,000.00 332.26 Merrick Bank 59013KQE9 11/30/21 05/30/25 0.900% 245,000.00 235,494.00 - - 1,516.55 237,010.55 245,000.00 368.50 Tuesday, August 20, 2024 Reg CC MTG, Page *52
City of Lomita
Investment Portfolio Report
July 31, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Spokane Teachers Credit Union 849061AA4 11/23/22 11/24/25 5.000% 248,000.00 247,806.56 - - 1,120.96 248,927.52 248,000.00 1,019.18 Eaglemark Savings Bank 27004PBD4 04/07/21 04/07/26 0.700% 245,000.00 227,450.65 - - 2,195.20 229,645.85 245,000.00 Greenstate Credit Union 39573LBL1 06/16/21 06/16/26 0.900% 249,000.00 230,427.09 - - 2,293.29 232,720.38 249,000.00 184.19 UBS Bk USA Salt Lake 90348JQ29 07/14/21 07/14/26 0.900% 249,000.00 229,777.20 - - 2,402.85 232,180.05 249,000.00 184.19 Baxter Credit Union 07181JAU8 11/22/22 11/23/26 5.000% 248,000.00 248,721.68 - - 2,137.76 250,859.44 248,000.00 1,019.18 Celtic Bank 15118RZT7 11/30/22 11/30/26 4.800% 249,000.00 248,529.39 - - 2,243.49 250,772.88 249,000.00 1,997.46 Dept of Commerce Federal CU 24951TAT2 05/13/22 05/13/27 3.250% 249,000.00 238,136.13 - - 3,122.46 241,258.59 249,000.00 665.14 BMO Harris Bank NA 05600XFW5 06/15/22 06/15/27 3.300% 249,000.00 238,166.01 - - 3,244.47 241,410.48 249,000.00 675.37 Empower FCU 291916AM6 06/26/24 06/28/27 4.900% 248,000.00 248,138.88 - - 3,042.96 251,181.84 248,000.00 466.10 Numerica Credit Union 67054NBC6 11/04/22 11/04/27 4.950% 248,000.00 249,158.16 - - 3,087.60 252,245.76 248,000.00 1,008.99 University Bk Ann 914098DQ8 04/03/23 04/03/28 4.850% 248,000.00 249,249.92 - - 3,139.68 252,389.60 248,000.00 988.60 Customers Bank 23204HNZ7 05/31/23 05/31/28 4.450% 244,000.00 247,301.32 - - 3,103.68 250,405.00 244,000.00 Calprivate Bank 13135NCB4 12/27/23 12/27/28 3.850% 245,000.00 237,681.85 - - 3,155.60 240,837.45 245,000.00 Rogue Credit Union 77535MAR4 01/02/24 12/28/28 5.300% 248,000.00 248,148.80 - - 12.40 248,161.20 248,000.00 1,080.33 Ledyark NBk/Norwich VT 523343AA9 01/02/24 12/29/28 4.050% 245,000.00 248,265.85 - - 3,104.15 251,370.00 245,000.00 4,974.84 National Bank of Commerce 633368GT6 01/05/24 01/05/29 4.800% 249,000.00 249,054.78 - - 39.84 249,094.62 249,000.00 982.36 Spur Security Bank 85214EAA0 03/26/24 03/12/29 4.200% 244,000.00 240,225.32 - - 3,028.04 243,253.36 244,000.00 Malaga Bk FSB 56102ABS4 04/19/24 04/19/29 4.150% 245,000.00 240,857.05 - - 2,981.65 243,838.70 245,000.00 835.68 First Foundation Bank 32026U5S1 05/10/24 05/10/29 4.600% 244,000.00 244,556.32 - - 2,896.28 247,452.60 244,000.00 Sub Total / Average 3.204% 17,127,000.00 16,699,821.25 - - 137,524.36 16,837,345.61 17,127,000.00 41,016.49 - Federal Agency Securities
Federal Home LN BKS 3130APXC4 12/10/21 12/10/24 1.100% 1,000,000.00 979,990.00 - - 5,070.00 985,060.00 1,000,000.00 Federal Home LN BKS 3130ALMM3 03/30/21 03/30/26 1.000% 250,000.00 233,722.50 - - 2,100.00 235,822.50 250,000.00 - Federal Home LN BKS 3130AR2B6 03/08/22 03/08/27 2.375% 500,000.00 470,875.00 - - 4,855.00 475,730.00 500,000.00 Federal Home LN BKS 3130ARDY4 03/29/22 03/29/27 2.500% 500,000.00 471,620.00 - - 4,870.00 476,490.00 500,000.00 Federal Home LN MTG 3134H1A45 04/11/24 04/08/27 5.500% 250,000.00 249,480.00 - - 275.00 249,755.00 250,000.00 - Federal Home LN BKS 3130ARGQ8 04/14/22 04/14/27 2.875% 250,000.00 238,145.00 - - 2,302.50 240,447.50 250,000.00 Federal Home LN BKS 3130ASD22 06/29/22 06/29/27 3.590% 250,000.00 242,372.50 - - 2,255.00 244,627.50 250,000.00 4,487.50 Federal Home LN MTG 3134GXL28 08/17/22 08/17/27 4.150% 250,000.00 245,080.00 - - 1,445.00 246,525.00 250,000.00 Federal Home LN MTG 3134GXQ23 08/25/22 08/25/27 4.250% 250,000.00 245,792.50 - - 1,335.00 247,127.50 250,000.00 Federal Home LN MTG 3134GY3F7 11/22/22 11/22/27 5.125% 250,000.00 248,655.00 - - 747.50 249,402.50 250,000.00 Federal Home LN MTG 3134GYF31 01/30/23 01/27/28 5.100% 250,000.00 248,397.50 - - 705.00 249,102.50 250,000.00 6,375.00 Federal Farm Credit Bank 3133EPC45 11/16/23 11/13/28 4.625% 500,000.00 503,530.00 - - 6,605.00 510,135.00 500,000.00 Federal Natl Mtg Assn 3135GASH5 05/08/24 05/08/29 4.800% 450,000.00 448,798.50 - 558.00 449,356.50 450,000.00 Federal Farm Credit Bank 3133ENCD0 11/30/21 10/27/25 1.040% 500,000.00 474,750.00 - - 2,805.00 477,555.00 500,000.00 Federal Farm Credit Bank 3133EMB76 05/26/21 05/26/26 0.950% 500,000.00 465,085.00 - - 4,235.00 469,320.00 500,000.00 - Federal Farm Credit Bank 3133ERJQ5 07/03/24 07/03/28 5.300% - 250,000.00 - (15.00) 249,985.00 250,000.00 - Federal Home LN MTG 3134H1HY2 10/30/23 10/30/28 6.000% 500,000.00 499,270.00 - - 560.00 499,830.00 500,000.00 Fannie Mae 3135GASQ5 06/17/24 05/16/29 4.625% 500,000.00 496,005.00 - - 2,735.00 498,740.00 500,000.00 Sub Total / Average 3.606% 6,950,000.00 6,761,568.50 250,000.00 - 43,443.00 7,055,011.50 7,200,000.00 10,862.50 - Commercial Paper
Goldman Sachs Corp A2 38150AFK6 04/30/21 04/30/26 1.550% 500,000.00 459,760.00 - - 4,335.00 464,095.00 500,000.00 Bank of America Corp A2 06048WM31 05/28/21 05/28/26 1.250% 1,000,000.00 913,780.00 - - 17,020.00 930,800.00 1,000,000.00 JPMorgan Chase & Co 48128G4R8 08/17/21 08/17/26 1.150% 500,000.00 456,025.00 - - 4,690.00 460,715.00 500,000.00 - Sub Total / Average 1.317% 2,000,000.00 1,829,565.00 - - 26,045.00 1,855,610.00 2,000,000.00 - - U.S. Treasuries
US Treasury Note 9128283J7 12/19/23 11/30/24 2.125% 1,000,000.00 987,160.00 - 2,390.00 989,550.00 1,000,000.00 US Treasury Note 912797LD7 05/21/24 11/14/24 0.000% 1,000,000.00 980,530.00 - 4,610.00 985,140.00 1,000,000.00 Sub Total / Average 1.063% 2,000,000.00 1,967,690.00 - - 7,000.00 1,974,690.00 2,000,000.00 - - Total / Average - Investments 2.74% 32,032,927.58 31,214,572.33 250,000.00 - 214,012.36 31,678,584.69 32,282,927.58 51,878.99 - Tuesday, August 20, 2024 Reg CC MTG, Page *53
City of Lomita
Investment Portfolio Report
July 31, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Demand Deposit Account (DDA)
Pacific Western - General Account XXXX259 N/A N/A 0.000% 2,591,167.22 N/A N/A N/A N/A 2,591,167.22 2,591,167.22 N/A N/A (Outstanding Debits & Checks) N/A N/A (60,393.41) N/A N/A N/A N/A (60,393.41) (60,393.41) N/A N/A Sub Total / Average 0.000% 2,530,773.81 2,530,773.81 2,530,773.81 - - Total /Cash & Investments 34,563,701.39 31,214,572.33 250,000.00 - 214,012.36 34,209,358.50 34,813,701.39 51,878.99 - Tuesday, August 20, 2024 Reg CC MTG, Page *54
City of Lomita
Investment Portfolio Report July 31, 2024
Previous Balance $ 4,010,430.46
Deposits 1,948,986.37
Disbursements (3,378,369.44)
Adjustments 10,119.83
Current Balance 2,591,167.22
General Fund - City Operations
General Fund - City Operations including LAIF and Investments 100 9,490,256.48 Sub Total - General Fund - City Operations including LAIF and Investments 9,490,256.48 Special Revenue Funds
OPEB Trust Fund - Retiree Health Care 201 256,548.01
Pension Stabilization Fund 202 1,346,646.01
Economic Development 203 746,506.98
General Plan Update 204 251,633.94
Gas Tax Fund - Street Maintenance 205 1,791,213.46
Measure R Local Fund - Street Projects 207 1,045,438.52 Measure R Highway Fund - Street Projects 208 (106,536.84) Measure M Fund - Street Projects 209 1,104,184.62
Economic Stabilization 210 500,000.00
Measure W Fund - Safe Clean Water Program 211 711,233.89 American Rescue Plan 212 1,336,976.00
CDBG Fund - Housing Programs 215 (2,565.26)
Proposition A Fund - Transportation Projects 220 1,071,612.60 Proposition C Fund - Transportation Projects 225 2,909,875.06 Transportation Development Act Article 3- Transportation Projects 230 - Air Quality Fund - Air Quality Projects 235 65,178.64
Landscape Maintenance Fund - Landscape Maintenance District 245 16,128.09 Park Facilities Fee Fund - Quimby Funds 250 589,146.74
Park Athletic Fund - Park Athlete Programs 255 129,540.93 Park Grant Fund - Park Improvement Programs 257 (6,060.06) Lomita Manor Fund - Federal Housing Program 260 197,505.04 CA Law Enf. Equip. Program (CLEEP) Fund - Public Safety Equip. 276 6,351.40 Sub Total - Special Revenue Funds 13,960,557.77
Capital Improvement Funds
Capital Improvement Fund - Capital Improvement Projects 310 167,220.26 Street Improvement Fund - Street Improvement Projects 311 1,957,079.99 Facilities Improvement Fund - Facilities Improvement Projects 312 358,669.23 Stephenson Center Fund - Facilities Improvement Projects 313 85,744.47 Sub Total - Capital Improvement Funds 2,568,713.95

GENERAL LEDGER CASH BALANCES
Tuesday, August 20, 2024 Reg CC MTG, Page *55
City of Lomita
Investment Portfolio Report July 31, 2024
Previous Balance $ 4,010,430.46
Deposits 1,948,986.37
Disbursements (3,378,369.44)
Adjustments 10,119.83
Current Balance 2,591,167.22
Proprietary Funds
Water Operations Fund - Water Operations 510 3,538,396.63 Water Capital Fund - Water Capital Projects 520 2,640,920.16 Rate Stabilization - Cypress Reservoir Bond 530 125,000.00 Internal Service Fund - Equipment Replacement 610 1,219,811.44 PK Equipment Replacement Fund 611 759,297.50
Sewer Replacement Fund 612 488,107.50
Sub Total - Proprietary Funds 8,771,533.23
Trust and Agency Funds
Museum Foundation Fund - Railroad Museum Programs 720 21,413.96 Tom Rico Memorial Fund - Park Program Scholarships 730 1,226.00 Sub Total - Trust & Agency Funds 22,639.96
Total 34,813,701.39
Pooled Cash 999 (32,222,534.17)
Grand Total 2,591,167.22
Tuesday, August 20, 2024 Reg CC MTG, Page *56
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Interim Public Works Director MEETING DATE: August 20, 2024
SUBJECT: Award a Public Works Agreement to MIK Construction, Inc. and Award a Professional Services Agreement to Fountainhead Consulting for the Appian Way Pump Station Roof Replacement Project

RECOMMENDATION
Award a Public Works Contract to MIK Construction, Inc. for the construction of the Appian Way Pump Station Roof Replacement Project for $625,700, plus a 15% contingency of $93,855, for a total of $719,555; award a Professional Services Agreement to Fountainhead Consulting Corporation for construction inspection, construction administration, and testing services for the Appian Way Pump Station Roof Replacement Project in the amount of $70,544, plus a 15% contingency amount of $10,582, for a total amount of $81,126; appropriate an additional $390,681 for a total project budget of $800,681 from available fund balance in the Water Fund; and authorize the City Manager to execute the agreements.

BACKGROUND
The Appian Way Pump Station, located at 26255 Appian Way, 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. As a result, the project involves removing the existing wooden frame in its entirety and replacing it with a metal truss roof system along

CITY OF LOMITA

CITY COUNCIL REPORT
Item No. 8a
Tuesday, August 20, 2024 Reg CC MTG, Page *57
2 with other associated improvements such as new skylights and other ceiling-mounted fixtures.

The City Council approved this project as part of the Capital Improvement Master Plan Project List in June 2022. Staff initially appropriated $50,000 toward the project, likely at the time to pay only for the design portion of the project. The design engineer’s estimate from early 2024 for construction was $410,000 based on the extent of the damage and work needed to adequately repair. The project was advertised to solicit bids on June 24, 2024, and the bid opening took place on July 30, 2024. The lowest bid was $625,700 reflecting inflation and market value of goods and services.

DISCUSSION
Two bids were received and opened by the City Clerk pursuant to the California Code, Public Contract Code. Staff reviewed the contractors’ proposals by evaluating their experience, credentials, and bid amount. Staff tabulated the bid results as summarized below:

CONTRACTOR BID TOTAL
MIK Construction, Inc $625,700.00
Rainy Day Roofing, Inc $713,800.00
MIK Construction, Inc was determined to be the lowest responsible bidder, with a bid amount of $625,700. Staff determined that all required documents were submitted and complete, and recommends awarding a contract to MIK Construction Inc. in the amount of $625,700. Staff also recommends authorizing an additional 15% contingency for unexpected costs, for a total contract budget of $719,555.00.

The project will include occasional intermittent power shutdowns that will be coordinated with the City ahead of time. Pressure impacts to the water supply will be minimal and localized. Additionally, this work will not have any impact on the operations of the Cypress Water Production Facility. Residents in the vicinity of the area will be notified of the upcoming work as well. It is anticipated this project will begin in October and last six to eight months. The anticipated lifespan of the new roof is 50 years.

Additionally, staff recommends using the services of Fountainhead Consulting Corporation, Inc. for inspection, testing and labor compliance services. On September 5, 2023, the City Council approved the establishment of a list of three firms to provide oncall construction management, construction inspection, construction administration, and material testing services. This list includes Fountainhead Consulting Corporation.

Fountainhead Consulting Corporation, Inc. quoted the City $70,544 for construction management of the project. Staff recommends entering into an agreement with Fountainhead Consulting Corporation, Inc. in an amount of $70,544, plus a 15% contingency amount of $10,582, for a total amount of $81,126.

Tuesday, August 20, 2024 Reg CC MTG, Page *58
3 FISCAL IMPACT
Funding for this project is partially accounted for in the budget for fiscal year 2024/2025.

If approved, an additional $390,681 will need to be appropriated from the Water Fund under account code 520-840-5821.239.

OPTIONS

1. Approve staff’s recommendation.

2. Provide alternative direction.

ATTACHMENTS

1. Public Works Agreement with MIK Construction, Inc.

2. Professional Services Agreement with Fountainhead Consulting Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Interim Public Works Director
Tuesday, August 20, 2024 Reg CC MTG, Page *59

CONTRACT FOR PROFESSIONAL SERVICES

BETWEEN

THE CITY OF LOMITA AND FOUNTAINHEAD

CONSULTING CORPORATION
This AGREEMENT for Construction Management and Inspection Services is entered into this 20th day of August 2024, by and between the CITY OF LOMITA, a general law city and municipal corporation (“CITY”) and Fountainhead Consulting Corporation. (“CONTRACTOR”).

R E C I T A L S
A. CITY does not have the personnel able and/or available to perform the services required under this agreement.

B. Therefore, CITY desires to contract out for construction inspection, construction administration and testing services for the Appian Way Pump Station Roof Replacement Project.

C. CONTRACTOR warrants to CITY that it has the qualifications, experience and facilities to perform properly and timely the services under this Agreement.

D. CITY desires to contract with CONTRACTOR to perform the services as described in Exhibit A of this Agreement.

NOW, THEREFORE, based on the foregoing recitals, CITY and CONTRACTOR agree as follows:

1. CONSIDERATION AND COMPENSATION.

A. As partial consideration, CONTRACTOR agrees to perform the work listed in the SCOPE OF SERVICES, attached as Exhibit A;
B. As an additional consideration, CONTRACTOR and CITY agree to abide by the terms and conditions contained in this Agreement.

C. As additional consideration, CITY agrees to pay CONTRACTOR an amount of $70,544.00, the CONTRACTOR’s estimated costs of its services, unless otherwise specified by written amendment to this Agreement. The City Council has also approved an additional 15% of these estimated costs, or up to $10,582.00, for unexpected contingencies, or a total, not-to-exceed amount of $81,126.00. If CONTRACTOR incurs expenses exceeding its estimated costs of $70,544.00, the CONTRACTOR must request such expenses in writing, and the CITY’s City Manager or his designee must approve of such requests for CONTRACTOR to receive compensation for those costs.

Tuesday, August 20, 2024 Reg CC MTG, Page *60
Attachment No. 1

D. No additional compensation shall be paid for any other expenses incurred unless first approved by the City Manager or his designee.

E. CONTRACTOR shall submit to CITY, by not later than the 10th day of each month, its bill for services itemizing the fees and costs incurred during the previous month.

CITY shall pay CONTRACTOR all uncontested amounts set forth in the CONTRACTOR'S bill within 30 days after it is received.

2. SCOPE OF SERVICES.

A. CONTRACTOR will perform the services and activities set forth in the SCOPE OF SERVICES attached hereto as Exhibit A and incorporated herein by this reference.

If any part of Exhibit A is inconsistent with the terms of this Agreement, the terms of this Agreement shall control.

B. Except as herein otherwise expressly specified to be furnished by CITY, CONTRACTOR will, in a professional manner, furnish all the labor, technical, administrative, professional, and other personnel, all supplies and materials, equipment, printing, vehicles, transportation, office space, and facilities necessary or proper to perform and complete the work and provide the professional services required of CONTRACTOR by this Agreement.

3. PAYMENTS. For CITY to pay CONTRACTOR as specified by this Agreement, CONTRACTOR must submit an invoice to CITY which lists the reimbursable costs, the specific tasks performed, and, for work that includes deliverables, the percentage of the task completed during the billing period.

4. TIME OF PERFORMANCE. The services of CONTRACTOR are to commence upon receipt of a notice to proceed from CITY and shall continue until all authorized work is completed to CITY’s reasonable satisfaction, in accordance with the schedule incorporated in “Exhibit A,” unless extended in writing by CITY.

5. FAMILIARITY WITH WORK. By executing this Agreement, CONTRACTOR represents that CONTRACTOR has (a) thoroughly investigated and considered the scope of services to be performed; (b) carefully considered how the services should be performed; and (c) understands the facilities, difficulties, and restrictions attending performance of the services under this Agreement.

6. KEY PERSONNEL. CONTRACTOR’s key persons assigned to perform work under this Agreement are Ivan Benavidaz, Arezo Ghiam, Kevin Austin, Jessica Harvey, Christian Delgadillo, Nicole Salem, Cesar Cerda and Cheryl Blecker. CONTRACTOR shall not assign another person to be in charge of the work contemplated by this Agreement without the prior written authorization of CITY.

7. TERM OF AGREEMENT. The term of this Agreement shall commence upon execution by both parties and shall expire on upon completion of the scope of work for the Appian Way Pump Station Roof Replacement Project, unless earlier termination occurs under Section 14 of this Agreement or extended in writing in advance by both parties.

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8. BEST MANAGEMENT PRACTICES AND TRAINING. The contractor shall implement and maintain activity specific Best Management Practices (BMPs) to prevent pollutant loading from stormwater and non-stormwater discharges to receiving waters as required in Municipal NPDES Permit No. CAS004004. Contracting staff whose primary job duties are related to implementation of BMPs shall be adequately trained to effectively implement, operate, and maintain such BMPs and must be versed in factors affecting BMP effectiveness. The contractor shall certify they have received all applicable training to implement the requirements in Municipal NPDES Permit No.

CAS004004 and shall provide documentation to that effect.

9. CHANGES. CITY may order changes in the services within the general scope of this Agreement, consisting of additions, deletions, or other revisions, and the contract sum, and the contract time will be adjusted accordingly. All such changes must be authorized in writing, executed by CONTRACTOR and CITY. The cost or credit to CITY resulting from changes in the services will be determined in accordance with the written agreement between the parties.

10. TAXPAYER IDENTIFICATION NUMBER. CONTRACTOR will provide CITY with a Taxpayer Identification Number.

11. PERMITS AND LICENSES. CONTRACTOR will obtain and maintain during the term of this Agreement all permits, licenses, and certificates that may be required by local, state, and federal laws in connection with the performance of services under this Agreement, including a business license as specified in Title VI, Chapter 2 of the Lomita Municipal Code.

12. LAWS AND REGULATIONS; EMPLOYEE/LABOR CERTIFICATION.

CONTRACTOR shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. CONTRACTOR shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for CITY to terminate the Agreement for cause.

13. PREVAILING WAGE.

A. Prevailing Wage. CONTRACTOR is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, CONTRACTOR agrees to fully comply with such Prevailing Wage Laws.

Upon request, CITY shall provide CONTRACTOR with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement.

CONTRACTOR shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the services available Tuesday, August 20, 2024 Reg CC MTG, Page *62

to interested parties upon request and shall post copies at the CONTRACTOR’S principal place of business and at the project site. It is the intent of the parties to effectuate the requirements of sections 1771, 1774, 1775, 1776, 1777.5, 1813, and 1815 of the Labor Code within this Agreement, and CONTRACTOR shall therefore comply with such Labor Code sections to the fullest extent required by law.

CONTRACTOR shall defend, indemnify and hold the CITY, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

B. Registration/DIR Compliance. If the services are being performed on a public works project of over $25,000 when the project is for construction, alteration, demolition, installation, or repair work, or a public works project of over $15,000 when the project is for maintenance work, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, CONTRACTOR and all subcontractors must be registered with the Department of Industrial Relations (“DIR”). CONTRACTOR shall maintain registration for the duration of the project and require the same of any subcontractors. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be CONTRACTOR’S sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Any stop orders issued by the DIR against CONTRACTOR or any subcontractors that affect CONTRACTOR’S performance of services, including any delay, shall be CONTRACTOR’S sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered CONTRACTOR caused delay and shall not be compensable by CITY.

CONTRACTOR shall defend, indemnify and hold CITY, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against CONTRACTOR or any subcontractor.

C. Labor Certification. By its signature hereunder, CONTRACTOR certifies that it is aware of the provisions of Section 3700 of the California 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 agrees to comply with such provisions before commencing the performance of the Services.

D. Employment of Apprentices. CONTRACTOR and all subcontractors shall comply with the requirements of Labor Code sections 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.

E. CONTRACTOR or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7. Any contract on a public works project entered into between the CONTRACTOR and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money Tuesday, August 20, 2024 Reg CC MTG, Page *63

that is paid or may have been paid to a debarred subcontractor by CONTRACTOR on the project shall be returned to CITY. The CONTRACTOR shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

F. CONTRACTOR agrees to bind every subcontractor to the terms of the Agreement as far as such terms are applicable to subcontractor’s portion of the work.

CONTRACTOR shall be as fully responsible to CITY for the acts and omissions of its subcontractor and of persons either directly or indirectly employed by its subcontractor, as CONTRACTOR is for acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in these Agreement shall create any contractual relationship between any subcontractor and CITY.

14. TERMINATION.

A. Except as otherwise provided, CITY may terminate this Agreement at any time with or without cause. Notice of termination shall be in writing.

B. CONTRACTOR may terminate this Agreement. Notice will be in writing at least 30 days before the effective termination date.

C. In the event of such termination, CONTRACTOR shall cease services as of the date of termination, all finished or unfinished documents, data, drawings, maps, and other materials prepared by CONTRACTOR shall, at CITY’s option, become CITY’s property, and CONTRACTOR will receive just and equitable compensation for any work satisfactorily completed up to the effective date of notice of termination.

D. Should the Agreement be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated.

15. INDEMNIFICATION.

A. CONTRACTOR shall indemnify, defend with counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's performance of work hereunder or its failure to comply with any of its obligations contained in this AGREEMENT, regardless of CITY’S passive negligence, but excepting such loss or damage which is caused by the sole active negligence or willful misconduct of CITY. Should CITY in its sole discretion find CONTRACTOR’S legal counsel unacceptable, then CONTRACTOR shall reimburse CITY its costs of defense, including without limitation reasonable attorneys fees, expert fees and all other costs and fees of litigation. CONTRACTOR shall promptly pay any final judgment rendered against CITY (and its officers, officials, employees and volunteers) covered by this indemnity obligation. 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 and will survive termination of this Agreement.

Tuesday, August 20, 2024 Reg CC MTG, Page *64

B. The requirements as to the types and limits of insurance coverage to be maintained by CONTRACTOR as required by Section 20, and any approval of said insurance by CITY, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by CONTRACTOR pursuant to this Agreement, including, without limitation, to the provisions concerning indemnification.

16. ASSIGNABILITY. This Agreement is for CONTRACTOR’s professional services.

CONTRACTOR’s attempts to assign the benefits or burdens of this Agreement without CITY’s written approval are prohibited and will be null and void.

17. INDEPENDENT CONTRACTOR. CITY and CONTRACTOR agree that THE CONTRACTOR will act as an independent contractor and will have control of all work and the manner in which it is performed. THE CONTRACTOR will be free to contract for similar services to be performed for other employees while under contract with CITY.

CONTRACTOR is not an agent or employee of CITY and is not entitled to participate in any pension plan, insurance, bonus, or similar benefits CITY provides for its employees.

Any provision in this Agreement that may appear to give CITY the right to direct CONTRACTOR as to the details of doing the work or to exercise a measure of control over the work means that CONTRACTOR will follow the direction of the CITY as to end results of the work only.

18. AUDIT OF RECORDS.

A. THE CONTRACTOR agrees that CITY, or designee, has the right to review, obtain, and copy all records pertaining to the performance of this Agreement.

CONTRACTOR agrees to provide CITY, or designee, with any relevant information requested and will permit CITY, or designee, access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with this Agreement. CONTRACTOR further agrees to maintain such records for a period of three.
(3) years following final payment under this Agreement.

B. CONTRACTOR will keep all books, records, accounts, and documents pertaining to this Agreement separate from other activities unrelated to this Agreement.

19. CORRECTIVE MEASURES. CONTRACTOR will promptly implement any corrective measures required by CITY regarding the requirements and obligations of this Agreement. CONTRACTOR will be given a reasonable amount of time as determined by CITY to implement said corrective measures. Failure of CONTRACTOR to implement required corrective measures shall result in immediate termination of this Agreement.

Tuesday, August 20, 2024 Reg CC MTG, Page *65

20. INSURANCE REQUIREMENTS.

A. CONTRACTOR, at CONTRACTOR’s own cost and expense, shall procure and maintain, for the duration of the contract, the following insurance policies:

1. Workers Compensation Insurance as required by law. CONTRACTOR shall require all subcontractors similarly to provide such compensation insurance for their respective employees. Any notice of cancellation or non-renewal of all Workers’ Compensation policies must be received by CITY at least thirty (30) days prior to such change. The insurer shall agree to waive all rights of subrogation against CITY, its officers, agents, employees, and volunteers for losses arising from work performed by CONTRACTOR for CITY.

2. General Liability Coverage. CONTRACTOR shall maintain commercial general liability insurance in an amount of not less than one million dollars ($1,000,000) per occurrence for bodily injury, personal injury, and property damage. If a commercial general liability insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit.

3. Automobile Liability Coverage. CONTRACTOR shall maintain automobile liability insurance covering bodily injury and property damage for all activities of CONTRACTOR arising out of or in connection with the work to be performed under this Agreement, including coverage for owned, hired, and non-owned vehicles, in an amount of not less than one million dollars ($1,000,000) combined single limit for each occurrence.

4. Professional Liability Coverage. CONTRACTOR shall maintain professional errors and omissions liability insurance for protection against claims alleging negligent acts, errors, or omissions which may arise from CONTRACTOR’S operations under this Agreement, whether such operations be by CONTRACTOR or by its employees, subcontractors, or subcontractors. The amount of this insurance shall not be less than one million dollars ($1,000,000) on a claims-made annual aggregate basis or a combined single-limit-peroccurrence basis. When coverage is provided on a “claims made basis,” CONTRACTOR will continue to renew the insurance for a period of three (3) years after this Agreement expires or is terminated. Such insurance will have the same coverage and limits as the policy that was in effect during the term of this Agreement and will cover CONTRACTOR for all claims made by CITY arising out of any errors or omissions of CONTRACTOR, or its officers, employees, or agents during the time this Agreement was in effect.

B. Endorsements. Each general liability, automobile liability, and professional liability insurance policy shall be issued by a financially responsible insurance company or companies admitted and authorized to do business in the State of Tuesday, August 20, 2024 Reg CC MTG, Page *66

California, or which is approved in writing by CITY, and shall be endorsed as follows.

CONTRACTOR also agrees to require all contractors, and subcontractors to do likewise.

1. “The CITY, its elected or appointed officers, officials, employees, agents, and volunteers are to be covered as additional insureds with respect to liability arising out of work performed by or on behalf of the CONTRACTOR, including materials, parts, or equipment furnished in connection with such work or operations.”

2. This policy shall be considered primary insurance as respects CITY, its elected or appointed officers, officials, employees, agents, and volunteers. Any insurance maintained by CITY, including any self-insured retention CITY may have, shall be considered excess insurance only and shall not contribute with this policy.

3. This insurance shall act for each insured and additional insured as though a separate policy had been written for each, except with respect to the limits of liability of the insuring company.

4. The insurer waives all rights of subrogation against CITY, its elected or appointed officers, officials, employees, or agents.

5. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to CITY, its elected or appointed officers, officials, employees, agents, or volunteers.

6. The insurance provided by this policy shall not be suspended, voided, canceled, or reduced in coverage or in limits except after thirty (30) days’ written notice has been received by CITY.

C. CONTRACTOR agrees to provide immediate notice to CITY of any claim or loss against Contractor arising out of the work performed under this agreement. CITY assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve CITY.

D. Any deductibles or self-insured retentions must be declared to and approved by CITY. At CITY’s option, CONTRACTOR shall demonstrate financial capability for payment of such deductibles or self-insured retentions.

E. CONTRACTOR shall provide certificates of insurance with original endorsements to CITY as evidence of the insurance coverage required herein. Certificates of such insurance shall be filed with CITY on or before commencement of performance of this Agreement. Current certification of insurance shall be kept on file with CITY at all times during the term of this Agreement.

Tuesday, August 20, 2024 Reg CC MTG, Page *67

F. Failure on the part of CONTRACTOR to procure or maintain the required insurance shall constitute a material breach of contract under which CITY may terminate this Agreement pursuant to Section 14 above.

G. The commercial general and automobile liability policies required by this Agreement shall allow CITY, as additional insured, to satisfy the self-insured retention (“SIR”) and/or deductible of the policy in lieu of the CONTRACTOR (as the named insured) should CONTRACTOR fail to pay the SIR or deductible requirements. The amount of the SIR or deductible shall be subject to the approval of the City Attorney and the Finance Director. CONTRACTOR understands and agrees that satisfaction of this requirement is an express condition precedent to the effectiveness of this Agreement. Failure by CONTRACTOR as primary insured to pay its SIR or deductible constitutes a material breach of this Agreement. Should CITY pay the SIR or deductible on CONTRACTOR’S behalf upon CONTRACTOR’S failure or refusal to do so to secure defense and indemnification as an additional insured under the policy, CITY may include such amounts as damages in any action against Contractor for breach of this Agreement in addition to any other damages incurred by CITY due to the breach.

21. USE OF OTHER CONTRACTORS. THE CONTRACTOR must obtain CITY’s prior written approval to use any Contractors while performing any portion of this Agreement.

Such approval must include approval of the proposed Contractor and the terms of compensation.

22. FINAL PAYMENT ACCEPTANCE CONSTITUTES RELEASE. The acceptance by the CONTRACTOR of the final payment made under this Agreement shall operate as and be a release of CITY from all claims and liabilities for compensation to the CONTRACTOR for anything done, furnished or relating to the CONTRACTOR’S work or services. Acceptance of payment shall be any negotiation of CITY’S check or the failure to make a written extra compensation claim within ten (10) calendar days of the receipt of that check. However, approval or payment by CITY shall not constitute, nor be deemed, a release of the responsibility and liability of CONTRACTOR, its employees, sub-Contractors and agents for the accuracy and competency of the information provided and/or work performed; nor shall such approval or payment be deemed to be an assumption of such responsibility or liability by CITY for any defect or error in the work prepared by CONTRACTOR, its employees, sub-Contractors and agents.

23. CORRECTIONS. In addition to the above indemnification obligations, the CONTRACTOR shall correct, at its expense, all errors in the work which may be disclosed during the CITY’S review of CONTRACTOR’S report or plans. Should the CONTRACTOR fail to make such correction in a reasonably timely manner, such correction shall be made by CITY, and the cost thereof shall be charged to CONTRACTOR. In addition to all other available remedies, CITY may deduct the cost of such correction from any retention amount held by CITY or may withhold payment otherwise owed CONTRACTOR under this Agreement up to the amount of the cost of correction.

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24. NON-APPROPRIATION OF FUNDS. Payments to be made to CONTRACTOR by CITY for services preformed within the current fiscal year are within the current fiscal budget and within an available, unexhausted fund. In the event that CITY does not appropriate sufficient funds for payment of CONTRACTOR’S services beyond the current fiscal year, the Agreement shall cover payment for CONTRACTOR’S only to the conclusion of the last fiscal year in which CITY appropriates sufficient funds and shall automatically terminate at the conclusion of such fiscal year.

25. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows:

CITY CONTRACTOR
City of Lomita
24300 Narbonne
Avenue Lomita, CA
90717
ATTN: City Manager
Fountainhead Consulting Corporation
455 S Figueroa St, Suite 3100
Los Angeles, CA 90071
ATTN: Ivan Benavidez, PE
Any such written communications by mail will be conclusively deemed to have been received by the addressee upon deposit thereof in the United States Mail, postage prepaid, and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 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.

26. SOLICITATION. CONTRACTOR maintains and warrants that it has not employed nor retained any company or person other than CONTRACTOR’s bona fide employee, to solicit or secure this Agreement. Further, CONTRACTOR warrants that it has not paid, nor has it agreed to pay any company or person, other than CONTRACTOR’s bona fide employee, any fee, commission, percentage, brokerage fee, gift, or other consideration contingent upon or resulting from the award or making of this Agreement. Should CONTRACTOR breach or violate this warranty, CITY may rescind this Agreement without liability.

27. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is generally for the exclusive benefit of CONTRACTOR and 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 CITY’s obligations under this Agreement.

28. INTERPRETATION. This Agreement was drafted in and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Los Angeles County.

Tuesday, August 20, 2024 Reg CC MTG, Page *69

29. ENTIRE AGREEMENT. This Agreement and its Attachments sets forth the entire understanding of the parties. There are no other understandings, terms, or other agreements expressed or implied, oral or written.

30. RULES OF CONSTRUCTION. Each Party had the opportunity to independently review this Agreement with legal counsel. Accordingly, this Agreement will be construed simply, as a whole, and in accordance with its fair meaning; it will not be interpreted strictly for or against either Party.

31. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Agreement and to engage in the actions described herein. This Agreement may be modified by written amendment with the signatures of all parties to this Agreement.

CITY’s City Manager or designee may execute any such amendment on behalf of CITY.

32. 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.

33. FORCE MAJEURE. Should the performance of this Agreement be impossible due to fire, flood, explosion, war, embargo, government action, civil or military authority, the natural elements, or other similar causes beyond the Parties’ control, then the Agreement will immediately terminate without obligation of either party to the other.

34. TIME IS OF ESSENCE. Time is of the essence to comply with dates and schedules to be provided.

35. ATTORNEY’S FEES. The parties hereto acknowledge and agree that each will bear his or its own costs, expenses, and attorneys' fees arising out of and/or connected with the negotiation, drafting, and execution of the Agreement, and all matters arising out of or connected therewith except that, in the event any action is brought by any party hereto to enforce this Agreement, the prevailing party in such action shall be entitled to reasonable attorneys' fees and costs in addition to all other relief to which that party or those parties may be entitled.

36. STATEMENT OF EXPERIENCE. By executing this Agreement, CONTRACTOR represents that it has demonstrated trustworthiness and possesses the quality, fitness and capacity to perform the Agreement in a manner satisfactory to CITY.

CONTRACTOR represents that its financial resources, surety and insurance experience, service experience, completion ability, personnel, current workload, experience in dealing with private Contractors, and experience in dealing with public agencies all suggest that CONTRACTOR is capable of performing the proposed contract and has a demonstrated capacity to deal fairly and effectively with and to satisfy a public agency.

Tuesday, August 20, 2024 Reg CC MTG, Page *70

37. DISCLOSURE REQUIRED. (CITY and CONTRACTOR initials required at one of the following paragraphs)
By their respective initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is a “contractor” for the purposes of the California Political Reform Act because CONTRACTOR’S duties would require him or her to make one or more of the governmental decisions set forth in Fair Political Practices Commission Regulation 18700.3(a)(2) or otherwise serves in a staff capacity for which disclosure would otherwise be required were CONTRACTOR employed by CITY.

CONTRACTOR hereby acknowledges his or her assuming-office, annual, and leavingoffice financial reporting obligations under the California Political Reform Act and the CITY’s Conflict of Interest Code and agrees to comply with those obligations at his or her expense. Prior to the Contractor commencing services hereunder, the City’s Manager shall prepare and deliver to CONTRACTOR a memorandum detailing the extent of CONTRACTOR’S disclosure obligations in accordance with the CITY’S Conflict of Interest Code.

City Initials
Contractor Initials
OR
By their initials next to this paragraph, CITY and CONTRACTOR hereby acknowledge that CONTRACTOR is not a “contractor” for the purpose of the California Political Reform Act because CONTRACTOR’S duties and responsibilities are not within the scope of the definition of contractor in Fair Political Practice Commission Regulation 18700.3(a)(2) and is otherwise not serving in staff capacity in accordance with CITY’S Conflict of Interest Code.

City Initials
Contractor Initials
[signatures on the following page]
Tuesday, August 20, 2024 Reg CC MTG, Page *71

IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.

CITY OF LOMITA CONTRACTOR
Andrew Vialpando, City Manager By: Ivan Benavidaz, PE, Project Director ATTEST:

Kathleen Horn Gregory, City Clerk Taxpayer ID No.

APPROVED AS TO FORM:

Trevor Rusin, City Attorney
Tuesday, August 20, 2024 Reg CC MTG, Page *72
445 S Figueroa Street, Suite 3100 | Los Angeles, California, 90071 | 909.730.4913 | www.fountainheadcorp.com

CITY OF LOMITA

CONSTRUCTION MANAGEMENT, CONSTRUCTION INSPECTION, CONSTRUCTION

ADMINISTRATION AND TEST SERVICES FOR

APPIAN WAY PUMP STATION ROOF REPLACEMENT
REVISED COST PROPOSAL July 9, 2024
Notes:

1. Construction duration is estimated at 80 working days with 1 days for preconstruction phase and 1 days for closeout phase.

2. Part-Time Inspection As Requested by the City.

3. Inspectors will be fully equipped with vehicles, computers, tools, and equipment required to perform their tasks.

4. Overtime and weekend work is not included. Overtime is to be charged at 1.5 the above rate for inspection work only.

5. Cost proposal is subject to prevailing wage rates and prevailing wage rate changes for inspection.

6. Billing rates are based on actual hours worked.

7. Attached are Rate Schedules for Subconsultants (Materials Testing).

Exhibit A
Tuesday, August 20, 2024 Reg CC MTG, Page *73

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 MIK Construction, Inc. (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 Project, bids were received, publicly opened, and declared on the date specified in the notice.

B. On Aug 20th, 2024 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 23, 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, D-2
Tuesday, August 20, 2024 Reg CC MTG, Page *74
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.

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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 of his contracts on an annual average of not less than one apprentice to eight journeymen.

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

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

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

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

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 D-4
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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. 8.

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.

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.

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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.

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11. 12.

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.

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. 14.

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.

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. 16.

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.

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. 18.

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.

WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the D-7
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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. 20.

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

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.

CITY OF LOMITA, CA
24300 Narbonne Avenue, Lomita, CA 90717
Attention: Andrew Vialpando, City Manager
CONTRACTOR:

MIK Construction, Inc
11727 Arkansas St, Artesia CA 90701
Attention: Peter Moon, Vice President

21. 22.

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

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 D-8
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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. 25.

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

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.

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

State of California
CONTRACTOR’S License No. 921766
CONTRACTOR:

MIK Construction, Inc
11727 Arkansas St, Artesia CA 90701
By:

DATE
CONTRACTOR’S Business Phone 562-941-2400
Emergency Phone at which CONTRACTOR can be reached at any time:

CITY OF LOMITA, CALIFORNIA
By:

DATE Andrew Vialpando, CITY MANAGER
Kathleen Horn Gregory, CITY CLERK
Trevor Rusin, CITY ATTORNEY
ATTEST:

By:

By:

DATE
APPROVED AS TO FORM:

DATE
Attachments:

Exhibit A: Notice to Bid Package
Exhibit B: Contractor’s Bid Proposal
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CITY OF LOMITA

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

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

1. 2.

Include the City of Lomita as an additional insured. (To include the elected officials, appointed officials, and employees.)
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 PROJECT
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. 5.

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

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)
(b)
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.

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, D-11
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and I will comply with such provisions before commencing the performance of the work of this contract.

The limits of liability as stated in this endorsement apply to the insurance afforded by this endorsement notwithstanding that the policy may have lower limits of liability applying elsewhere in the policy.

Duly Authorized Agent
Attached to and forming part of
Policy No.:
of the:

Date:

Expiration Date:

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Exhibit A

CITY OF LOMITA
24300 Narbonne Avenue
Lomita, CA 90717

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR

APPIAN WAY PUMP STATION

ROOF REPLACEMENT
BIDS Due
July 30, 2024
01:00 P.M.

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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 – SPECIAL PROVISIONS
SECTION F – GENERAL PROVISIONS
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SECTION G – CONTRACT PLANS
APPENDIX I – CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

SUMMARY
APPENDIX II – INSPECTION RECORD FOR LOS ANGELES COUNTY DIVISION OF

BUILDING AND SAFETY
APPENDIX III – ASBESTOS TEST RESULTS
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SECTION A

NOTICE INVITING BIDS
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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 July 30, 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.

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 ceilingmounted fixtures.

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/
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Prospective bidders who only view and/or print the plans and specifications from the City’s website will not automatically be added to the City’s plan holder list for this project unless they send an email to [email protected], and [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).

Optional visits to the job site can be coordinated if requested. For coordination purposes, email [email protected].

All questions regarding this bid must be submitted in writing on or before 1:00 PM on July 15, 2024, via email at: [email protected], and [email protected].

Kathleen Horn Gregory, MMC
City Clerk
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SECTION B

INSTRUCTIONS TO BIDDERS
B-1
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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:

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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 similar 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 similar projects shall have a minimum of 10 years’ experience under the same name and California Contractor’s License.
d. The Contractor shall perform above 50% of the contract with its own forces. e. The Contractor shall apply for a City of Lomita business license, details of which can be found in the link below:
https://lomitaca.portal.opengov.com/categories/1091
II. BIDDER RESPONSIBILITY
A responsible Bidder is a Bidder who has demonstrated the attribute of trustworthiness, as well as ability, fitness, capacity, and experience to satisfactorily perform the work.

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

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

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.

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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 B-5
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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) B-6
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7) Construction Permit Application Form
8) Business License Application Form
IX.

X.

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.

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
[email protected].

Questions received after this date may not be considered.

July 15, 2024, via email at [email protected], 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
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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.

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SECTION C

BID DOCUMENTS
(TO BE SUBMITTED WITH BID PACKAGE)
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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.

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PROJECT BID SCHEDULE
Item
No.

Unit
Price Item Description Qty. Unit Total Bid
Mobilization and Demobilization
(Includes Temporary CMU Wall
Shoring)
1 1 LS $ $
Existing Roof Demolition, Haul Away,
and Disposal 2
3 4
5 6
7 8
1, 480 SF
SF
EA
LS
EA
EA
EA
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Furnish and install New Roof System 1, 480
Furnish and install Acrylic Domed
Skylight 4
1 6
9 1
Furnish and install Conduit & Wiring
Furnish and install Wallpack
Furnish and install Ceiling Light
Furnish and install Exhaust Fan
Furnish, install and relocate
temporary electrical conduit and
antenna and provide temporary
protection to existing equipment
during construction
9 1 LS $ $

TOTAL BID
(Items 1 through 9) $
TOTAL BID:
(Figures)
(Words)
*BID MAY BE REJECTED IF TOTAL IS NOT SHOWN IN FIGURES AND WORDS.

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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.:

Contractor’s Address:

Phone:

Class Exp. Date:

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CONTRACTOR'S AFFIDAVIT

STATE OF CALIFORNIA

COUNTY OF
}
}
}
, being first duly
sworn, deposes and says:

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

APPIAN WAY PUMP STATION ROOF REPLACEMENT.

2. 3.

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

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. 6.

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

Dated this day of , 2024
Subscribed and Sworn to
Contractor
Title
before me this day of , 2024.

Notary Public in and for said.

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

The condition of this obligation is such that, whereas the above bounded principal is about to file with and submit to the City of Lomita a bid or proposal for the performance of certain work as required in the City of Lomita, said work being: 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.:

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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.

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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:

Title of Project:

Project Location:

Date of Completion:

Telephone No.:

Contract Amount: $

2. Name (Firm/Agency):

Address:

Contact Person:

Title of Project:

Project Location:

Date of Completion:

Telephone No.:

Contract Amount: $

3. Name (Firm/Agency):

Address:

Contact Person:

Title of Project:

Project Location:

Date of Completion:

Telephone No.:

Contract Amount: $
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VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS

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

If “yes,” identify and describe, (including agency and status):

Have the penalties been paid? Yes/No:

2. Does your firm or its officers have any ongoing investigations by any public agency regarding violations of the State Labor Code, California Business and Professions Code or State Licensing Laws?
Yes/No: Code/Laws: Section/Article:

If “yes,” identify and describe, (including agency and status):

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

Date: Entity:

Location:

Reason:

Provide Status and any Supplemental Statement:

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

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SECTION D

CONTRACT DOCUMENTS

TO BE SUBMITTED
WITHIN TWENTY ONE (21) CALENDAR DAYS

AFTER AWARD OF CONTRACT
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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.

C.

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

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, D-2
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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.

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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 D-4
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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. 8.

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.

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.

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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.

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11. 12.

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.

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. 14.

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.

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. 16.

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.

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. 18.

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.

WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the D-7
Tuesday, August 20, 2024 Reg CC MTG, Page *115
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. 20.

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.

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.

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

CONTRACTOR:

Attention:

21. 22.

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

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 D-8
Tuesday, August 20, 2024 Reg CC MTG, Page *116
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. 25.

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

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.

D-9
Tuesday, August 20, 2024 Reg CC MTG, Page *117
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:

By:

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

DATE
Attachments: Exhibit A: Contractor’s Bid Proposal
D-10
Tuesday, August 20, 2024 Reg CC MTG, Page *118

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. 2.

Include the City of Lomita as an additional insured. (To include the elected officials, appointed officials, and employees.)
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. 5.

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

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)
(b)
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.

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, D-11
Tuesday, August 20, 2024 Reg CC MTG, Page *119
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:

D-12
Tuesday, August 20, 2024 Reg CC MTG, Page *120

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.

D-13
Tuesday, August 20, 2024 Reg CC MTG, Page *121

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
D-14
Tuesday, August 20, 2024 Reg CC MTG, Page *122

LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:

That we,
and
as Principal(s)
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)
(c)
The City of Lomita, California; and
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)
(f)
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
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.

D-15
Tuesday, August 20, 2024 Reg CC MTG, Page *123

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)
(3)
For the hire of any teams, equipment, implements, or machinery; or 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.

D-16
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LABOR AND MATERIAL BOND (CONTINUED)
The said Surety, for value received, hereby stipulates and agrees that no amendment, change, extension of time, alteration, or addition to said contract or agreement, or of any feature or item or items of performance required therein or thereunder, shall in any manner affect its obligations on or under this bond; and said Surety does hereby waive notice of any such amendment, change, extension of time, alteration, or addition to said contract or agreement, and of any feature or item or items of performance required therein or thereunder.

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

BY
CORPORATE SEAL SURETY:

BY
D-17
Tuesday, August 20, 2024 Reg CC MTG, Page *125

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:

D-18
Tuesday, August 20, 2024 Reg CC MTG, Page *126

SECTION E

SPECIAL PROVISIONS
Tuesday, August 20, 2024 Reg CC MTG, Page *127

CITY OF LOMITA

APPIAN WAY PUMP STATION ROOF REPLACEMENT

PROJECT TECHNICAL SPECIFICATIONS

SECTION DESCRIPTION
02050 DEMOLITION
02222 PROTECTING EXISTING FACILITIES
03600
05120
05300
07411
07620
07900
GROUT

STRUCTURAL STEEL AND MISCELLANEOUS METALWORK

METAL DECKING

METAL ROOF PANELS

SHEET METAL FLASHING AND TRIM

JOINT SEALERS
15870 EXHAUST VENTILLATION FAN
16010
16050
16073
16075
16120
16130
16511
16521

GENERAL ELECTRICAL REQUIREMENTS

BASIC ELECTRICAL MATERIALS AND METHODS

HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

ELECTRICAL IDENTIFICATION

LOW VOLTAGE WIRE AND CABLE

RACEWAYS AND BOXES

INTERIOR LIGHTING

EXTERIOR LIGHTING
Tuesday, August 20, 2024 Reg CC MTG, Page *128
SECTION 02050
'(02/,7,21
PART 1: GENERAL

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

1.02 SUBMITTALS
A.

B.

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.

Provide tickets documenting proper disposal of contaminated materials.

1.03 1.04

MEASUREMENT AND PAYMENT
Full compensation for GHPROLWLRQ 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 'HPROLWLRQ 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. &RQWUDFWRUꢀVKDOOꢀWDNHꢀDFWLRQꢀWRꢀFRYHUꢀDQGꢀSURWHFWꢀIDFLOLW\ꢀFRPSRQHQWVꢁꢀ

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

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA

DEMOLITION
02050 - 1
Tuesday, August 20, 2024 Reg CC MTG, Page *129
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.

B.

C.

Provide misting water sprays sufficient to reduce airborne dusting from demolition work.

Apply additional water dust suppression applied during dry weather.

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

3.05 3.06

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

ASBESTOS
7KHꢀ&LW\ꢀRIꢀ/RPLWDꢀFRQGXFWHGꢀODERUDWRU\ꢀWHVWLQJꢀRQꢀWKHꢀURRIꢀRIꢀWKHꢀSXPSꢀVWDWLRQꢀE\ꢀD WKLUGꢀSDUW\ꢁꢀ1RꢀDVEHVWRVꢀZDVꢀGHWHFWHGꢀDVꢀVKRZQꢀLQꢀWKHꢀWHVWꢀUHSRUWVꢀLQꢀ$SSHQGL[ꢀ,IIꢁ

END OF SECTION

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA

DEMOLITION
02050 - 2
Tuesday, August 20, 2024 Reg CC MTG, Page *130
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.

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA

PROTECTING EXISTING FACILITIES
02222 - 1
Tuesday, August 20, 2024 Reg CC MTG, Page *131
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.

C.

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.

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

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA

PROTECTING EXISTING FACILITIES
02222 - 2
Tuesday, August 20, 2024 Reg CC MTG, Page *132
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. 3.

Cement Grout
Epoxy Grout

1.02 REFERENCES SPECIFICATIONS, CODES, AND STANDARDS
A.

B.

Specifications, codes, and standards shall be referred to herein.

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)
Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical- Resistant Mortars, Grouts, and
Monolithic Surfacings
ASTM C531
ASTM C579
ASTM C827
ASTM C1107
ASTM D696
Test Methods for Compressive Strength of Chemical-Resistant Mortars and Monolithic Surfacings
Test Method for Early Volume Change of Cementitious
Mixtures
Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink)
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.

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA
GROUT
03600-1
Tuesday, August 20, 2024 Reg CC MTG, Page *133

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. 5.

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.

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
from the established position in plan.

In 10 feet: 1/4-inch;
In 20 feet or more: 1/2-inch
Variation from the level or from the grades
shown.

In 10 feet: 1/4-inch;
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

ROOF DESIGN FOR APPIAN WAY PUMP STATION

CITY OF LOMITA
GROUT
03600-2
Tuesday, August 20, 2024 Reg CC MTG, Page *134
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. 4.

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.

Application:
a.
b.

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.

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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CITY OF LOMITA
GROUT
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2)
3)
Masterbuilders “Masterflow 928”
Approved equal
b. Class B Grout
1)
2)
3)
Five Star “Five Star Grout”
Masterbuilders “Set Grout”
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. 3.

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

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

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. 7.

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

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.

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2.03 2.04

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

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.

C.

D.

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

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

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

3.02 3.03

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.

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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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

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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. 4.

5. Manual of Steel Construction, Allowable Stress Design Seismic Provisions for Structural Steel Buildings
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. 7.

AISC Quality Certification Program
AISC Erector Certification Program
B.

C.

American Society of Mechanical Engineers (ASME):

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

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

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

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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
A143
Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
Standard Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedures for Detecting Embrittlement
A153
A307
A325
A384
A385
A490
A500
A501
Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength
Standard Specification for High-Strength Bolts for Structural Steel Joints
Standard Practice for Safeguarding Against Warpage and
Distortion During Hot-Dip Galvanizing of Steel Assemblies Standard Practice for Providing High-Quality Zinc Coatings (Hot-Dip)
Standard Specification for Heat-Treated Steel Structural bolts, 150 ksi Minimum Tensile Strength.

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

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

1.03 SUBMITTALS
A. Action Submittals:

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

2. 3.

4. 5.

6. 7.

8. 9.

Anchor bolt layouts.

Hardened washer details (if applicable).

Joint details for complete penetration welds
Schedules for fabrication procedures
Primer and other coatings for items in this Section
Name and address of manufacturer(s)
Product specifications
Manufacturers' testing procedures and standards

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

1. 2.

Mill Certificates of tests made in accordance with ASTM A6.

Certified Mill Test Reports for Bolts and Nuts:
a.
b.
c.

Name and address of manufacturer.

Bolts correctly marked.

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. 5.

Welding Procedures, Qualifications, and Inspection Report 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.

B.

Mill identification marks in accordance with ASTM A6.

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

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C. Welding Qualifications:

1. 2.

3. 4.

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

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

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

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. 3.

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

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.

D.

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

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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B.

C.

Nuts: ASTM A563, type to match bolt type and finish.

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. 4.

Mark and match mark materials for field assembly.

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

5. Fabricate to agree with field measurements.

B. Connections:

1. 2.

Shop Connections: Weld or bolt, as shown.

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

3. 4.

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

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. 2.

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

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

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

E. Steel Roof Framing Coating System:

1. 2.

3. Surface Preparation: SSPC SP-6.

Type: Epoxy / Polyurethane
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.
b.
c.

Faying surfaces of slip critical bolted connections.

Within 2 inches of field-welded connections.

Steel members to be completely encased in reinforced concrete or coated with cementitious fireproofing.

4. 5.

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

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. 3.

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

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

4. 5.

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

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

6. 7.

Oversize holes to allow for zinc alloy growth.

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

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STRUCTURAL STEEL
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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)
2)
Radiographic (RT) or ultrasonic (UT) testing for 10 percent of randomly selected welds, unless otherwise indicated.

Use RT only for butt joint groove welds.
b.
c.

Fillet welds larger than 5/16-inch: Liquid penetrant (PT) or magnetic particle (MT) for 10 percent of randomly selected welds, unless otherwise indicated.

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.
b.

Verifying conformance of specified job material and proper storage.

Monitoring conformance with approved Welding Procedure
Specification.
c. Monitoring conformance of Welder/Welding Operator Performance Qualification.
d.
e.
f.

Inspecting weld joint fit-up and in-process inspection.

Providing 100 percent visual inspection of all welds.

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.

C.

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

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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STRUCTURAL STEEL
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2. 3.

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.

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.

B.

C.

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

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

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.
b.
c.

Center to center of any two bolts within an anchor group: 1/8 inch.

Center to center of adjacent anchor bolt groups: 1/4 inch.

Variation from perpendicular to theoretical bearing surface: 1:50.

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STRUCTURAL STEEL
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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.

C.

Clean bottom surface of base and bearing plates.

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.

E.

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.

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

3.04 FIELD ASSEMBLY
A.

B.

Set structural frames accurately to lines and elevations shown.

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

C.

D.

E.

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

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

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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2. 3.

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

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 3.07

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.

GAS CUTTING
A.

B.

C.

Do not use gas cutting torches in field for correcting fabrication errors in structural framing.

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

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.

C.

D.

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

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

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.

B.

C.

Conform to ASTM A780.

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

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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3.10 FIELD QUALITY CONTROL
A. Welded Connections:

1. 2.

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

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

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.
b.

Complete Joint Penetration (CJP) Butt Joint Welds: 10 percent random Radiographic (RT).

Groove Welds:
1)
2)
Radiographic (RT) or ultrasonic (UT) testing for 10 percent of randomly selected welds, unless otherwise indicated.

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.
e.

Partial Joint Penetration (PJP) Groove Welds: 10 percent random PT or MT.

All Welds: 100 percent visually inspected (VT).

4. Weld Acceptance:
a. Visual Testing:
1)
2)
3)
Structural Pipe and Tubing: AWS D1.1, paragraph 6.9, Visual Inspection, Tubular Connections.

All Other Structural Steel: AWS D1.1, paragraph 6.9, Visual Inspection, Statically Loaded Nontubular Connections.

Stud Connections: AWS D1.1, paragraph 7.8.1.
b.
c.
d.

Ultrasonic Testing: Perform UT of CJP groove welds in accordance with AWS D1.1, paragraph 6.13.3, Class R Indications.

Radiographic Testing: Perform RT of CJP butt joint welds in accordance with AWS D1.1, paragraph 6.12.1.

PT or MT:

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1)
2)
Perform on fillet and PJP groove welds in accordance with AWS D1.1, paragraph 6.10.

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.
b.
c.
d.
e.
f.

Verifying conformance of specified job material and proper storage.

Monitoring conformance with approved WPS.

Monitoring conformance of WPQ.

Inspecting weld joint fit-up and in-process inspection.

Providing 100 percent visual inspection of all welds.

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

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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 1.03

RELATED SECTIONS
Section 05120 Structural Steel

REFERENCES
A. Codes: All codes, as referenced herein
AISI Specifications for the Design of Cold-Formed Steel Structural Members: American Iron and Steel Institute
Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip
Process
ASTM A 653
ASTM A 780
ASTM A 924
DOD P-21035A
Standard Practice for Repair of Damaged and Uncoated
Areas of Hot-Dip Galvanized Coatings.

Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process
Paint, High Zinc Dust Content, Galvanizing Repair (metric); US Department of Defense
B.

C.

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.

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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1.05 1.06

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.

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.

B.

C.

D.

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

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

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

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

1. Steel Roof Deck:
a.
b.

Verco; PLB-36 (1 ½” deep)
Approved equal

2.02 ACCESORIES

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A.

B.

Provide pour stops, column closures, end closures, cover plates, girder fillers, ridge plates, finish strips, reinforcing channels, and other accessories required for complete installation.

Accessories shall comply with requirements of SDI and deck manufacturer.

2.03 MECHANICAL FASTENERS
A. Pneumatic Driven Fasteners:

1. 2.

Pneumatic driven steel deck fasteners with corrosion-resistance finish.

Manufacturers and Product:
a.
b.

Pneutek, Hudson NH; Pneutek K66075
Approved equal
B. Powder Actuated Fasteners:

1. 2.

Powder driven steel deck fasteners with corrosion-resistance finish.

Manufacturers and Product:
a.
b.

Hilti, Inc., Tulsa OK; X-HSN 24 Metal Deck Fasteners
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.

C.

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

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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3.02 INSTALLATION
A.

B.

Decking shall be oriented perpendicular to the framing members.

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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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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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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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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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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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. 2.

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

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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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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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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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. 2.

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

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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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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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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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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3.04 3.05

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

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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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.

F.

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

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

1.03 1.04

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

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

B.

C.

Maintain one copy of each document on site.

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.

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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.

C.

Primer: Zinc chromate type.

Protective Backing Paint: Zinc molybdate alkyd.

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

E.

F.

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.

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.

C.

Form pieces in longest possible lengths.

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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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.

C.

Apply plastic cement compound between metal flashings and felt flashings.

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

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SHEET METAL FLASHING AND TRIM
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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.

C.

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

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 1.04

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

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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B. Mock-up may remain as part of the Work.

1.07 1.08

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

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. 2.

Adhesives Technology Corporation: www.atc.ws.

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

3. 4.

5. 6.

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

ARDEX Engineered Cements: www.ardexamericas.com.

Dow Corning Corporation: www.dowcorning.com.

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

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

8. Pecora Corporation: www.pecora.com.

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

Tremco Global Sealants: www.tremcosealants.com.

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

Sika Corporation: www.usa-sika.com.

10. 11.

12. 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.

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B. General Purpose Exterior Sealant: Polyurethane; ASTM C920, Grade NS, Class 25 minimum; Uses M, G, and A; single component.

1. 2.

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

Applications: Use for:
a.
b.
c.
d.

Control, expansion, and soft joints in masonry.

Joints between concrete and other materials.

Joints between metal frames and other materials.

Other exterior joints for which no other sealant is indicated.

3. Polyurethane Products:
a.
b.
c.
d.

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

Sherwin-Williams Company; Stampede-1/-TX Polyurethane Sealant:
www.sherwin-williams.com.

Sherwin-Williams Company; Stampede 1H Hybrid Sealant:
www.sherwin-williams.com.

Sherwin-Williams Company; Stampede 2NS Polyurethane Sealant:
www.sherwin-williams.com.
e.
f.

Sika Corporation; Sikaflex-1a: www.usa-sika.com.

Sika Corporation; Sikaflex-15 LM: www.usa-sika.com.

Sika Corporation; Sikaflex-2c NS EZ Mix: www.usa-sika.com.

Substitutions: Approved equal.
g.
h.

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

1. 2.

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

Applications: Use for:
a.
b.
c.

Interior wall and ceiling control joints.

Joints between door and window frames and wall surfaces.

Other interior joints for which no other type of sealant is indicated.

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3. Products:
a.
b.
c.
d.
e.
f.

Sherwin-Williams Company; White Lightning 3006 Siliconized Acrylic Latex Caulk: www.sherwin-williams.com.

Sherwin-Williams Company; 850A Acrylic Latex Caulk: www.sherwinwilliams.com.

Sherwin-Williams Company; 950A Siliconized Acrylic Latex Caulk:
www.sherwin-williams.com.

Sherwin-Williams Company; Bolt Quickdry Siliconized Acrylic Latex Caulk: www.sherwin-williams.com.

Sherwin-Williams Company; Powerhouse Siliconized Acrylic Latex Sealant: www.sherwin-williams.com.

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. 2.

3. Type: Polyurethane.

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

Applications: Use for the following joints in secure areas. a.
b.
c.

Interior wall and ceiling control joints.

Joints between door and window frames and wall surfaces.

Other interior joints for which no other type of sealant is indicated.

4. Products:
a.
b.
c.

Pecora Corporation; DynaFlex Flexible Polyurethane Security Sealant:
www.pecora.com.

Pecora Corporation; DynaFlex SC Polyurethane STPU Security Sealant:
www.pecora.com.

Substitutions: Approved equal.

E. Acoustical Sealant for Concealed Locations:

1. 2.

Composition: Acrylic latex emulsion sealant.

Applications: Use for concealed locations only:

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a. Sealant bead between top stud runner and structure and between bottom stud track and floor/concrete slab.

3. Products:
a.
b.

Hilti, Inc.; CP 506 Smoke and Acoustical Sealant: www.us.hilti.com.

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. 2.

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

Products:
a.
b.
c.

Sika Corporation; Sikasil 728NS: www.usa-sika.com.

Sika Corporation; Sikasil 728SL: www.usa-sika.com.

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. 2.

3. Color: White .

Movement Capability: Plus 50 percent, minus 50 percent.

Products:
a.
b.

Sika Corporation; SikaHyflex-150 LM: www.usa-sika.com.

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.

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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.

C.

Clean and prime joints in accordance with manufacturer's instructions.

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.

C.

Perform installation in accordance with ASTM C1193.

Perform acoustical sealant application work in accordance with ASTM C919.

D. Install bond breaker where joint backing is not used.

E.

F.

Install sealant free of air pockets, foreign embedded matter, ridges, and sags.

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 3.05

CLEANING
A. Clean adjacent soiled surfaces.

PROTECTION
A. Protect sealants until cured.

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END OF SECTION

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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
ANSI/AMCA 330
Laboratory Methods of Testing Fans for Rating.

Laboratory Methods of Testing In-Duct Sound Power
Measurement Procedure for Fans.

ANSI/AFBMA 9
ANSA/AFBMA 11
AMCA 300
Ball Bearings, Load Ratings and Fatigue Life for.

Roller Bearings, Load Ratings and Fatigue Life for.

Test Code for Sound Rating.

AMCA 301 Methods for Calculating Fan Sound Ratings from Laboratory Test Data.

NEC
NEMA
UBC
UL
National Electric Code
National Electric Manufacturers Association
Uniform Building Code
Underwriter's Laboratories, Inc.

1.03 SUBMITTALS
A. Product catalogue cut sheets indicating selected size, application, materials of construction, and options.

B.

C.

Manufacturer’s installation instructions.

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.

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B.

C.

Fans shall be listed by UL and rated in accordance with AMCA and bear the AMCA certified rating seal.

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 2.04

PAINTING
Paint exposed surfaces of fans per Section 09900, “Painting and Coating”.

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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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 3.03

EXAMINATION
A. Take measurements and verify dimensions to ascertain fit of installation.

B. Ascertain that support and openings are correctly located.

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 3.05

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.

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

ROOF DESIGN FOR APPIAN WAY PUMP STATION

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EXHAUST VENTILATION FAN
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Tuesday, August 20, 2024 Reg CC MTG, Page *179
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

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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.

D.

Submit AutoCAD (latest version) format digital drawing files for all shop drawings in addition to hard copy requirements.

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. 2.

3. 4.

5. 6.

7. 8.

9. American National Standards Institute (ANSI)
American Society of Testing and Materials (ASTM)
Institute of Electrical and Electronics Engineers (IEEE) Insulated Cable Engineers Association (ICEA)
International Electrical Testing Association (NETA)
National Electrical Contractors Association (NECA)
National Electrical Manufacturers Association (NEMA)
National Fire Protection Association (NFPA)
State Department of Industrial Safety (CAL/OSHA)

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10. 11.

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.

Local authorities having lawful jurisdiction pertaining to the work required.

B.

C.

Standards: Where referenced in these specifications or on the drawings, the latest publications and standards shall apply:

1. 2.

NFPA 70 National Electrical Code (NEC)
California Building Code (CBC)
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. 2.

3. 4.

NFPA 70, National Electrical Code (NEC)
State of California Construction Safety Order (CAL/OSHA) ANSI C2, National Electrical Safety Code (NESC)
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.

C.

Similar materials and equipment shall be the product of a single manufacturer.

Provide only products which are new, undamaged, and in the original cartons or containers.

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D.

E.

F.

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.

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.

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.

B.

C.

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.

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.

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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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.

B.

C.

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.

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.

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

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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. 2.

Nameplate for each electrical distribution and control equipment enclosure.

Wire marker on both ends of each conductor at panelboard gutters, pull boxes, and outlet and junction boxes.

1.03 SUBMITTALS
A.

B.

C.

Product Data: Submit manufacturer's catalog information for each wiring device.

Product Data: Submit catalog data showing products with specified features.

Product Data: Submit dimensions, ratings, and performance data.

PART 2 - PRODUCTS (not used)
PART 3 - EXECUTION

3.01 INSTALLATION
A.

B.

C.

Drawings are diagrammatic only. Do not scale the electrical drawings for locations of any electrical, architectural, structural, civil, or mechanical items or features.

Locate and install anchors, fasteners, and supports in accordance with NECA-1 "Standard Practice of Good Workmanship in Electrical Construction." Fabricate supports from nonmetallic members whenever possible. If loads warrant steel support, corrosion resistant stainless-steel members shall be used.

END OF SECTION

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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

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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. 4.

5. 6.

Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4.

Nonmetallic Coatings: Manufacturer's standard PVC, polyurethane, or polyester coating applied according to MFMA-4.

Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4.

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 nonROOF DESIGN FOR APPIAN WAY PUMP STATION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CITY OF LOMITA 16073-2
Tuesday, August 20, 2024 Reg CC MTG, Page *187
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.

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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. 2.

3. To Wood: Fasten with lag screws or through bolts.

To New Concrete: Bolt to concrete inserts.

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.

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5. 6.

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.

To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock washers and nuts.

7. 8.

To Light Steel: Sheet metal screws.

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 1.04

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.

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

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SECTION 16075

ELECTRICAL IDENTIFICATION
PART 1 - GENERAL

1.01 SUMMARY
A. Section Includes:

1. 2.

3. 4.

5. 6.

7. Identification for raceways
Identification of conductors and cables
Underground-line warning tape
Warning labels and signs
Instruction signs
Equipment identification labels
Miscellaneous identification products

1.02 1.03

SYSTEM DESCRIPTION
A. Identify Electrical components as follows:

1. 2.

Nameplate for each electrical distribution and control equipment enclosure.

Wire marker on both ends of each conductor at panelboard gutters, pull boxes, and outlet and junction boxes.

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)

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ELECTRICAL IDENTIFICATION
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UL 969 Marking and Labeling Systems

1.04 1.05

ACTION SUBMITTALS
Product Data: For each electrical identification product indicated.

QUALITY ASSURANCE
A. Comply with ANSI A13.1.

B.

C.

Comply with NFPA 70.

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. 2.
1/8 inch letters for identifying individual equipment and loads. 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. 2.

Black letters on an orange field.

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.

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CITY OF LOMITA

ELECTRICAL IDENTIFICATION
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E.

F.

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.

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.

C.

Cable identification shall be placed at each end of the cable.

Colors for Raceways Carrying Circuits at 600 V and Less:

1. 2.

Black letters on an orange field.

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.

C.

Cable identification shall be placed at each end of the cable.

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.

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CITY OF LOMITA

ELECTRICAL IDENTIFICATION
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E.

F.

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.

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 2.08

UNDERGROUND-LINE WARNING TAPE (NOT APPLICABLE)

WARNING LABELS AND SIGNS
A. Comply with NFPA 70 and 29 CFR 1910.145.

B.

C.

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.

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.

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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. 3.
1/4-inch grommets in corners for mounting.

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. 2.

3. Engraved legend with black letters on white face.

Punched or drilled for mechanical fasteners.

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.

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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.

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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. 2.

3. Emergency Power.

Power.

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.
d.

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.

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.

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2. 3.

Use system of marker tape designations that is uniform and consistent with system used by manufacturer for factory-installed connections.

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. 2.

3. 4.

Comply with 29 CFR 1910.145.

Identify system voltage with black letters on an orange background.

Apply to exterior of door, cover, or other access.

For equipment with multiple power or control sources, apply to door or cover of equipment including, but not limited to, the following:
a.
b.

Power transfer switches.

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.

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c.
d.

Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor.

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

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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 1.03

RELATED SECTIONS
Section 16010
Section 16130
Section 17010

REFERENCES
ANSI/UL 62
ANSI/UL 510
ASTM B3
General Electrical Requirements
Raceways and Boxes
Instrumentation and Controls Systems
Flexible Cord and Fixture Wire
Insulating Tape
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
NEMA WC 57
NEMA WC 70
Instrumentation Cables and Thermocouple Wire
Control Cables
Power Cables Rated 2000 Volts or Less for the Distribution of Electrical Energy
UL 83 Thermoplastic-Insulated Wires and Cables

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LOW VOLTAGE WIRE AND CABLE
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Tuesday, August 20, 2024 Reg CC MTG, Page *200
UL 486A-486B
UL 486D
Wire Connectors
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 1.06

INFORMATIONAL SUBMITTALS
A.

B.

Source quality-control reports.

Field quality control reports

CONDUCTOR APPLICATION
A.

B.

Unless otherwise indicated, all conductors shall be stranded copper.

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.

D.

Feeders and Branch Circuits in Underground Conduit or concealed in ceilings, walls, partitions, and crawlspaces: Type THHN-2/THWN-2, single conductors in raceway.

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.

F.

Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless-steel, wire-mesh, strain relief device at terminations to suit application.

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.

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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.

C.

Copper Conductors: Comply with NEMA WC 70/ICEA S-95-658.

Conductor Insulation: Comply with NEMA WC 70/ICEA S-95-658 and UL 83 for Type THHN-2/THWN-2.

D.

E.

Multiconductor Cable: Comply with NEMA WC 70/ICEA S-95-658 for armored cable, metal-clad cable, and nonmetallic-sheathed cable with ground wire.

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

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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.

D.

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.

Acceptable Manufacturers: Subject to compliance with requirements, provide low voltage signal cable by one of the following, or approved equal:

1. 2.

Okonite, C-L-X Okoseal, TYPE P-OS/SP-OS rated 105C for CT Belden CDT

2.04 2.05

SHIELDED VFD POWER CABLE (N/A)

CONNECTORS AND SPLICES
A.

B.

C.

D.

E.

Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated.

Solid Conductors: use 3M "Scotchlok", Ideal "Super Nut," Buchanan B-Cap, or equal.

Stranded Conductors No. 8 and Larger: Use T & B "Lock-Tie" connectors, Burndy Versitaps and heavy-duty connectors, O.Z. solderless connectors, or equal.

Control Wiring: Use crimp connectors with tools by same manufacturer and/or UL listed for connectors of all stranded conductors.

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.

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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.

B.

Comply with NECA 1 and NFPA 70.

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.

D.

E.

F.

Conceal cables not installed in raceway in finished walls, ceilings, and floors unless otherwise indicated.

Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway.

Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible.

Support cables according to Section 16073 "Hangers and Supports for Electrical Systems."

1. 2.

Terminate all conductors; no cable shall contain unterminated elements. Make terminations only at indicated outlets and terminals.

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. 4.

Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii.

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.

Pulling Cable: Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems. Monitor cable pull tensions.

5. 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.

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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 3.08
SLEEVE

PENETRATIONS

AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL
Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies.

Comply with requirements in Section 16130 "Raceways and Boxes."

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.

C.

Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters.

Test and Inspection Reports: Prepare a written report to record the following:

1. 2.

3. Procedures used.

Results that comply with requirements.

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

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SECTION 16130

RACEWAYS AND BOXES
PART 1: GENERAL

SUMMARY
A. Section Includes:

1. Conduit, tubing, and fittings

1.01 2. Wireways and auxiliary gutters

3. Surface raceways

4. Pull and junction boxes

1.02 1.03

RELATED SECTIONS
Section 16010
Section 16120

REFERENCES
ANSI C80.3
ANSI C80.1
ANSI/SCTE 77
NECA 1
General Electrical Requirements
Low Voltage Wire and Cable
Electrical Metallic Tubing – Steel
Electrical Rigid Steel Conduit
Specification for Underground Enclosure Integrity
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
NEMA OS 2
NEMA 250
NEMA RN 1
Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.

Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports.

Enclosures for Electrical Equipment (1000 Volts Maximum) 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
NEMA TC 3
Electrical Plastic Tubing and Conduit (EPC-40 and EPC-80) PVC Fittings for Use with Rigid PVC Conduit and Tubing

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UL 5 Surface Metal Raceways and Fittings
Nonmetallic Surface Raceways and Fittings
Electrical Rigid Metal Conduit – Steel
UL 5A
UL 6
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
UL 514C
UL 651
Conduit, Tubing, and Cable Fittings
Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers 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 1.05

ACTION SUBMITTALS
Product Data: For conduits, surface raceways, wireways, fittings, boxes, and hinged-cover enclosures.

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
EMT
Galvanized rigid steel conduit
Electrical metallic tubing

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EPC-40-PVC
FMC
Electrical plastic conduit, schedule 40 PVC
Flexible metal conduit
LFMC
PCS
Liquid-tight flexible metal conduit
PVC coated rigid steel conduit
PVC Polyvinyl chloride
RNC Rigid nonmetallic conduit

1.07 1.08

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.

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.

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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. 2.

3. 4.

Comply with NEMA RN 1.

Exterior Conduit Coating Thickness: 0.040 inch.

Interior Conduit Coating Thickness: 0.002 inch.

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.

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E.

F.

Flexible metal conduit (FMC) (Not Applicable):

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.
b.

Material: Steel or die cast.

Type: Setscrew or compression.

2. 3.

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.

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.

D.

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).

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.

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B.

C.

Surface Metal Raceways: PCS with snap-on covers complying with UL 5.

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.

C.

Nonmetallic Outlet and Device Boxes: Comply with NEMA OS 2 and UL 514C.

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.

E.

Cast-Metal Access, Pull, and Junction Boxes: Comply with NEMA FB 1 and UL 1773, galvanized, cast iron with gasketed cover.

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. 2.

Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel.

Interior Panels: Steel; all sides finished with manufacturer's standard enamel.

H.

I.

Hinged door in front cover with flush latch and concealed hinge.

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.

C.

Coordinate mounting heights, orientation and locations of outlets mounted above counters, benches, and backsplashes.

Arrange conduit stub-ups so curved portions of bends are not visible above finished floor or grade.

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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.

C.

D.

E.

F.

Ground and bond raceway and boxes in accordance with Section 16060 “Grounding and Bonding.”
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.

Comply with requirements in Section 16073 "Hangers and Supports for Electrical Systems" for hangers and supports.

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.

Support conduit within 12 inches of changes in direction. Support conduit within 12 inches of enclosures to which attached.

G.

H.

Conceal conduit within finished walls, ceilings, and floors unless otherwise indicated.

Install conduits parallel or perpendicular to building lines.

Raceways Embedded in Slabs:

1. 2.

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.

Arrange raceways to cross building expansion joints at right angles with expansion fittings.

3. 4.

Do not embed threadless fittings in concrete.

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.

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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.

O.

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.

Surface Raceways:

1. 2.

Install surface raceway with a minimum 2-inch radius control at bend points.

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. 2.

Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces.

Where otherwise required by NFPA 70.

R. Expansion-Joint Fittings:

1. 2.

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.

Install type and quantity of fittings that accommodate temperature change listed for each of the following locations:
a.
b.
c.

Outdoor Locations Not Exposed to Direct Sunlight: 125°F temperature change.

Indoor Spaces Connected with Outdoors without Physical Separation:
125°F temperature change.

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.

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4. 5.

Install expansion fittings at all locations where conduits cross building or structure expansion joints.

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 3.05
SLEEVE

PENETRATIONS

AND SLEEVE-SEAL INSTALLATION FOR ELECTRICAL
Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies.

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

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SECTION 16511

INTERIOR LIGHTING
PART 1 - GENERAL

1.01 SUMMARY
Section Includes:

1. 2.

3. 4.

5. Interior luminaires, lamps, and ballasts.

Emergency lights.

Exit signs.

Luminaire supports.

Luminaire-mounted photoelectric relays

1.02 1.03

RELATED SECTIONS
Section 16521 Exterior Lighting

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 1.06

INFORMATIONAL SUBMITTALS
Field quality-control reports.

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.

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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.

C.

Metal Parts: Free of burrs and sharp corners and edges.

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.

F.

Charger: Fully automatic, solid-state type with sealed transfer relay.

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 2.05

EXIT SIGNS (N/A)

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.

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B.

C.

Single-Stem Hangers: 1/2-inch steel tubing with swivel ball fittings and ceiling canopy. Finish same as luminaire.

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.

C.

Comply with NFPA 70 for minimum luminaire supports.

Suspended Luminaire Support:

1. 2.

3. Pendants and Rods: Where longer than 48 inches, brace to limit swinging.

Stem-Mounted, Single-Unit Luminaires: Suspend with twin-stem hangers.

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.

F.

Adjust aimable luminaires to provide required light intensities.

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

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SECTION 16521

EXTERIOR LIGHTING
PART 1 - GENERAL

1.01 SUMMARY
Section Includes:

1. 2.

3. Exterior luminaires with lamps and ballasts.

Luminaire-mounted photoelectric relays.

Poles and accessories.

1.02 1.03

RELATED SECTIONS
Section 16511 Interior Lighting

REFERENCES
AAMA 611Voluntary 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

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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.

C.

Live Load: Single load of 500 lbf, distributed as stated in AASHTO LTS-4-M.

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.
b.
c.

Wind Importance Factor: 1.0.

Minimum Design Life: 50 years.

Velocity Conversion Factors: 1.0.

1.05 1.06

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.

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.

C.

Comply with IEEE C2, "National Electrical Safety Code." 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.

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1. 2.

LER Tests Incandescent Fixtures: Where LER is specified, test according to NEMA LE 5A.

LER Tests HID Fixtures: Where LER is specified, test according to NEMA LE 5B.

B.

C.

Lateral Light Distribution Patterns: Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for luminaires.

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. 2.

3. White Surfaces: 85 percent.

Specular Surfaces: 83 percent.

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.

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1. 2.

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." 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. 4.

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.

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.
b.
"USES ONLY" and include specific lamp type.

Lamp tube configuration (twin, quad, triple), base type, and nominal wattage for compact fluorescent luminaires. c.
d.

Lamp type, wattage, bulb type (ED17, BD56, etc.) and coating (clear or coated) for HID luminaires.

Start type (preheat, rapid start, instant start) compact fluorescent luminaires. e.
f.

ANSI ballast type (M98, M57, etc.) for HID luminaires.

CCT and CRI for all luminaires.

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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. 2.

Relay with locking-type receptacle shall comply with ANSI C136.10.

Adjustable window slide for adjusting on-off set points.

2.04 2.05

2.06 2.07

FLUORESCENT BALLASTS AND LAMPS (N/A)

BALLASTS FOR HID LAMPS (N/A)

HID LAMPS (N/A)

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.

C.

Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated.

Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components.

1. 2.

Materials: Shall not cause galvanic action at contact points.

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.

F.

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."
Power-Installed Screw Foundations: Factory fabricated by pole manufacturer, with structural steel complying with ASTM A 36/A 36M and hot-dip galvanized according

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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 2.09

STEEL POLES (N/A)

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 3.03

3.04 POLE INSTALLATION (N/A)

BOLLARD LUMINAIRE INSTALLATION (N/A)

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 3.06

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.

GROUNDING
A. Ground metal poles and support structures according to Section 16060 "Grounding and Bonding."

1. 2.

Install grounding electrode for each pole unless otherwise indicated.

Install grounding conductor pigtail in the base for connecting luminaire to grounding system.

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B. Ground nonmetallic poles and support structures according to Section 16060 "Grounding and Bonding."

1. 2.

3. Install grounding electrode for each pole.

Install grounding conductor and conductor protector.

Ground metallic components of pole accessories and foundations.

END OF SECTION

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SECTION F

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

AND SYMBOLS
1-2 TERMS AND DEFINITIONS.

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

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

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

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

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

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

The Contract Agreement shall not be considered binding upon the City until executed by the authorized City officials.
1-7.2 Contract Bonds.

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

SECTION 2 - SCOPE OF THE WORK
• WORK TO BE DONE.

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Scope of Work. The Work generally consists of furnishing all labor, materials, tools, equipment, and incidentals necessary to rehabilitate the pavement on various streets in Zone G and to upgrade designated curb ramps to current ADA Standards as specified in the Specifications and these Special Provisions, and as directed by the Engineer.

The Work also includes all necessary traffic control; preparing and updating construction schedules; posting signs for “NO PARKING” and arranging for towing of cars, if necessary; protecting all utility covers in place; and installing temporary pavement markers. 2-5.4 HAUL ROUTES.

Only designated truck routes shall be used for hauling materials away from the job site or delivering materials to the job site.
2-5.4.1 VEHICULAR ACCESS - When the Contractor begins excavation of a residential driveway, safe access shall be provided within 4 hours and not later than the end of the same workday in which excavation began.

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

At least three (3) days prior to starting work in any location or any street closure, the Contractor shall distribute written notices to all homeowners and residents within 100 feet of the project that will be impacted by the work. The written notices shall be reviewed and approved by the City before the Contractor sends them out. 1) The Contractor shall provide a minimum 1-inch-thick temporary asphalt surface for an access ramp or sidewalk if it is not able to install the permanent improvement within 5 working days following the removal of the existing material at any location.

The offset at any transverse or longitudinal joint shall not be more than one-half (1/2) inch. On the temporary asphalt surface: the running slope shall not exceed 1:20; the cross slope shall not exceed 1:50. The Contractor shall not be allowed any additional compensation for the installation and removal of temporary asphalt.

Should any change in these requirements be necessitated by extraordinary occurrences or requirements during the execution of the Work, the Contractor shall obtain prior written approval of the Engineer.
2-8 EXTRA WORK
Payment for additional work and all expenditures more than the Contract Price must be authorized in writing by the Engineer. Such authorization shall be obtained by the Contractor prior to engaging in additional work. It shall be the Contractor's sole responsibility to obtain written approval from the Engineer for any change(s) in material or in the work proposed by suppliers or subcontractors. No payment shall be made to the Contractor for additional work which has not been approved in writing, and the Contractor hereby agrees that it shall have no right to additional compensation for any work not so authorized.

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

SECTION 3 – CONTROL OF THE WORK
3-7 CONTRACT DOCUMENTS.
3-7.1 General.

The Contractor shall maintain and control one set of Plans and Specifications on the Work site.

All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show as-built conditions. Upon completion of the Work, the Contractor shall submit the control set to the Engineer for approval. Final payment will not be made until this requirement is met.
3-7.1.1 Plans. Included as part of the Contract Documents are the following, which show the location, character, dimensions, or details of the Work:
1) Project Plans
The plans and data provided with the Contract Documents are based on existing plans and documents. The plans and data are provided for information only. The City does not guarantee their accuracy and correctness. If the Bidder in preparing the Bid Proposal uses this information, the Bidder assumes all risks resulting from conditions differing from the information shown. The Bidder, in consideration for the information being provided, hereby releases the City, from any responsibility of obligation as to the accuracy of such information or for any additional compensation for work performed due to assumptions based on the use of such information.
2) Standard Plans
a. City of Lomita Standard Plans, latest edition
b. Standard Plans for Public Works Construction, 2021 edition, promulgated by Public Works Standards, Inc.
c. Standard Plans of the State of California Department of Transportation (Caltrans), latest edition
3-7.1.2 Specifications. The Work shall be performed or executed in accordance with these Provisions and the following:
1) Standard Specifications for Public Works Construction, 2021 edition and supplements thereto, hereinafter referred to as the Greenbook, as written and promulgated by Public Works Standards, Inc. The Greenbook is published by BNi Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, Phone: (800) 873-6397.
2) Sections 84, 86 and 90 of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition.

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3-7.2 Precedence of the Contract Documents.

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

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

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-3-8 SUBMITTALS.

In addition to the submittal requirements laid out in the Special Provisions, the contractor shall submit the following:

Submittals are required for the following:
•
•
Construction Schedule
Contractor Proposed Laydown Area
All Contractor submittals shall be carefully reviewed against the contract documents by an authorized representative of the Contractor, prior to submittal to the Engineer. A letter shall be included with each submittal stating the contract documents have been reviewed and the submitted product is correct for the project application and in strict conformance with the contract documents. The letter affidavit must be dated and signed by both the Contractor and the product manufacturer or service provider. In the case of shop drawings, each sheet shall be dated and signed for approval. No consideration for review by the Engineer of any Contractor submittals will be made for any items which are not accompanied by affidavit by the Contractor. All submittals without an affidavit will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor.

The Engineer's review of Contractor submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for any misfits due to any errors in Contractor submittals. The Contractor shall be responsible for the dimensions and the design of adequate connections and details. 3-12 WORK SITE MAINTENANCE.
3-12.1 GENERAL.
3-12.1 Temporary Light, Power, and Water. The Contractor shall obtain a construction water meter from the City. An $800 deposit is required and refundable upon return of the meter in good working condition. The Contractor shall pay for the water used, at the City’s current water rates.
3-12.1.2 Graffiti Removal. The Contractor shall maintain the Work, all its equipment, and all traffic control devices, including signage, free of graffiti throughout the duration of the Contract.

The Contractor shall respond to any request from the Engineer to remove graffiti within 4 hours of notification. Should the Contractor fail to respond to such a request, the City reserves the right to make other arrangements for the requested graffiti removal and deduct the cost from any monies due the Contractor.
3-12.4 STORAGE OF EQUIPMENT AND MATERIALS.
3-12.4.2 STORAGE IN PUBLIC STREETS.

Contractor’s Storage Yard. The Contractor shall be responsible for obtaining a storage yard for the duration of the Work. If the proposed location of the yard is located within the E-5
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boundaries of the City, the Contractor shall obtain prior approval from the Engineer.

Contractors’ equipment will not be allowed to park overnight on any City Street. 3-13 COMPLETION, ACCEPTANCE AND WARRANTY.

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

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

If, in the Engineer’s judgment, the Work has been completed and is ready for acceptance, the Engineer will be so certify and will determine the date when the Work was completed. This will be the date when the Contractor is relieved from responsibility to protect the Work. The Engineer may cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office. At the Engineer’s option, the Engineer may certify acceptance to the City Council who may then cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office.
3-13.4 Manufacturer’s Warranties. Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications. Such warranties only shall supplement the Contractor's responsibility.

SECTION 4 - CONTROL OF MATERIALS
4-1 GENERALThe Contractor and all subcontractors, suppliers, and vendors shall guarantee that the entire Work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship.

The Contractor, at no cost to the City, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one year after the date of recordation of the Notice of Completion.

Within this one-year period, the Contractor shall also restore to full compliance with the requirements of this contract any portion of the Work which is found to not meet those requirements. The Contractor shall hold the City harmless from claims of any kind arising from damages due to said defects or noncompliance.

The security of this guarantee shall be in the form of a Maintenance Bond furnished to the City by the Contractor. There shall be specific wording in the Maintenance Bond, that includes the E-6
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guarantee or warranty of the labor and materials for a one-year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be 100 percent of the total amount earned to date as indicated on the final progress payment. The City reserves the right to withhold the retention until the Maintenance Bond has been accepted by the City.

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

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

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

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

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

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

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

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

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

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

Notwithstanding any other provisions of the Contract, the Contractor shall not be obligated to perform any work and the City will not be obligated to accept or pay for any work performed by the Contractor prior to delivery of a Notice to Proceed. The City's knowledge of work being performed prior to delivery of the Notice to Proceed shall not obligate the City to accept or pay for such work. The Contractor shall provide all required Contract bonds and evidence of insurance prior to commencing work.
6-1.2 Commencement of the Work. Construction schedules shall consider the following:

WORK HOURS.

Work shall be performed between the hours of 7:00 A.M. and 4:00 P.M. unless otherwise approved by the Engineer. The Contractor will be allowed to work on Fridays when City Hall is scheduled to be closed. No work shall occur on Sundays or holidays. The following days are holidays: Memorial Day, May 27, 2024; Independence Day, July 4, 2024; Labor Day, September 2, 2024; Veteran’s Day, November 11, 2024; Thanksgiving Day, November 28, 2024; Friday following Thanksgiving Day, November 29, 2024, as well as the week between Christmas and New Year Day.
7-4.3 MARKUP AND CHANGE MANAGEMENT.

The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel. These costs shall not be reported as labor or equipment elsewhere except when performing work directly on the change order and then shall only be reported at the labor classification of the Tuesday, August 20, 2024 Reg CC MTG, Page *235
work performed.
7-4.3.1 Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the mark-up for all overhead and profit, which shall be deemed to include all items of expense not specifically designated as cost or equipment.

Labor
Materials
20 15
Equipment Rental 15
Other Expenditures 15
To the sum of the costs and markups provided for in this subsection, one (1) percent shall be added as compensation for bonding.
7-4.3.2 Work by Subcontractor. When any part of the extra work is performed by a subcontractor, the markup established in 7-4.3.1 shall be applied to the subcontractor’s actual cost of such work. A mark-up of ten (10) percent on the first $5,000 of the subcontracted portion of the extra work and a mark-up of 5 percent on work added more than $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

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

Tuesday, August 20, 2024 Reg CC MTG, Page *236

SECTION G

CONTRACT PLANS
Tuesday, August 20, 2024 Reg CC MTG, Page *237

BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR CONSTRUCTION
TA

PLANS FOR
02/01/2024
This set of plans and specifications 1:02:04 PM
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 CITY OF Law

NEW ROOF DESIGN LOMITA

FOR APPIAN WAY PUMP STATION

ACCESS AREA REMAIN

OPEN AT ALL TIME
(E) GENERAT OR

FOUNDATI ON
PUMP

STATI ON

BUILDI NG
STAGING NOTICE TO THE AREA CONTRACTOR 241ST ST
243RD ST
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. 242ND ST
245TH ST
N
ABBREVIA TIONS 247TH ST AMERICAN CONCRETE INSTITUTE

AMERICAN STANDARD TESTING AND MATERIALS

AMERICAN SOCIETY OF CIVIL ENGINEERS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

CONCRETE
ACI 248TH ST
250TH ST

AST M N
ASC E
AISC
CON C
CMU
CLR.

DWG
DIA.

PACIF IC COA STHWY. 252N D
ST

CONCRETE MASONRY BLOCK
CLEAR
253R D N
ST
253R D
ST DRAWI NGDIAMET ER 254TH ST SITE PLAN
SCALE: N.T.S.

ELEVATI ON ELE V.

EQ.
255TH EQU ST ALEXISTI NG (E) EXIST
F.F.
259T HPL. FINISHED FLOOR SHEET
INDEX GALVANI ZED GAL V.

ICC
E PACIFIC COAST HWY 260TH ST. INTERNATIONAL CODE COUNCIL

LATITUDE
SHEE
TNO. CITY OF LOMI TA
DWG NO.DESCRIP
TION LAT.

LON G.

M.O.

MAX.

MPH
MIN.

N/A
LONGIT UDE 261S T
ST
261S TST.

GARN ERST.
261TH ST. 1
2 G- 001
D- 101
D- 301
S- 001
S- 002
S- 101
S- 102
S- 301
S- 501
S- 502
M- 101
E-1

TITLE SHEET, VICINITY / LOCATION MAP, SHEET

INDEX, AND NOTICE TO CONTRACTOR

ROOF DEMOLITION PLAN

MASONRY OPENING
MAXIMUM 262N D

ST MILES PER HOUR
262 ND ST. 3 ROOF DEMOLITION SECTION MINIM UM
263R D
ST
4 GENERAL STRUCTURAL NOTES

SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS

FLOOR PLAN

NOT APPLICABL E

GUYS ON
ST.
5 ON CENTER O.C
. VIA 6

MADONN A

PORTLAND CEMENT CONCRETE

POUND PER CUBIC YARD

POUND PER SQUARED INCH

POLYVINYL CHLORIDE

STAINLESS STEEL
PCC
PCF

PROJECT AREA CITY OF ROLLING HILLS
7 NEW ROOF 263R FRAMING PLAN D
ST. PSI 8 NEW ROOF FRAMING SECTION
STRUCTURAL DETAILS 1

PVC PROJE CTLOCATI ON
9 S.S
. 10
11 12
13 14
STRUCTURAL DETAILS 2 SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STANDARD
CO

MECHANICA

L PLAN SMH
STD

ELECTRICAL SYMBOLS AND ABBREVIATIONS

ELECTRICAL DEMOLITION PLAN

ELECTRICAL SITE PLAN

SOLAR REFLECTANCE INDEX

TOP OF FOOTING
SRI E-2 T.O.F
T.O.S
.

T.O. W.

TYP.

U.N. O.

E-3 TOP OF STEEL VICINITY MAP
SCALE: N.T.S.

LOCATIO N MAP
SCALE: N.T.S.

TOP OF WALL TYPIC ALUNLESS OTHERWISE NOTED G- 001JQ
R
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Tuesday, August 20, 2024 Reg CC MTG, Page *238

BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR
1 2 02/01/2024 TA
This set of plans and specifications 1:02:04 PM
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 57'-4" (E)
A
D- 301
T.O.W. +15'-1 3/4" (E)T.O.W. +15'-1 3/4" (E)
A
T.O. W.T.O. +14'-8" W.
(E)
+14'-8"
(E)
T.O.W. +18'-4 3/4" (E)T.O.W. +18'-4 3/4" (E)
3 2
4 T.O.W. +14'-8" (E)T.O.W. +14'-8"
(E)
B
T.O.W. +15'-1 3/4" (E)T.O.W. +15'-1 3/4" (E)
1BELO W
5 NOTES TO CONTRACTOR: 1. THE PUMP STATION SHALL REMAIN IN DURING OPERATION AT ALL TIME CONSTRUCTION.

2. CONTRACTOR SHALL CONTACT THE CITY A MINIMUM OF 48 HOURS

IN ADVANCE TO SALVAGE ANY EQUIPMENT PRIOR TO ANY

3. DEMOLITION WORK.

4. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING FACILITIES DURING DEMOLITION AND CONSTRUCTION UNLESS NOTED OTHERWISE ON THE PLANS.

KEYNO TES: DEMOLITIO N PLAN
SCALE: 3/8"=1'-0"

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.

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 DATU M:

5. 6.

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.

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, TOP OF EXISTING FINISH FLOOR AT THE INTERIOR PERIMETER OF THE BUILDING IS SET AT 0'-0" 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.

THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING
BUILDING TO THE CITY'S SATISFACTION.

D- 101JQ
R
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Tuesday, August 20, 2024 Reg CC MTG, Page *239

BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR
02/01/2024 TA
This set of plans and specifications 1:02:04 PM
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 A 2 B
T.O.W. - SEE ROOF FRAMING
PLAN
4 5
4 3
6 1

DEMOLITION SECTION
SCALE: 3/4"=1'-0"
A_
KEYNO TES: 1. PROTECT EXISTING CMU IN PLACE DEMOLITION NOTES: 2. REMOVE AND DISPOSE OF EXISTING ROOFING AND ROOF FRAMING - SEE DEMOLITION PLAN ON SHEET S-101

1. REFER TO THE NOTES TO CONTRACTOR ON

3. REMOVE ANCHORS IN CMU PER SHEET S-101 DETAIL 8 ON SHEET S-502

4. TEMPORARILY REMOVE AND REPLACE EXISTING CONDUITS. REFER TO THE ELECTRICAL DRAWINGS FOR CONDUIT

5. REMOVE AND REPLACE EXISTING LOCATIONS.

INTERIOR LIGHTS. REFER TO THE ELECTRICAL DRAWINGS FOR

6. PROTECT IN PLACE THE LIGHTING LOCATIONS.

ACOUSTICAL PANELS
D- 301JQ
R
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Tuesday, August 20, 2024 Reg CC MTG, Page *240

BUILDING AND SAFETY DIVISION
Department of Public Works

GENERAL STRUCTURAL NOTES
THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN THE STRUCTURAL DRAWINGS. APPRO UNDER LOS ANGELES VED COUNTY CODE DESIGN CRITERIA GENER AL TITLES 26, 30

1. ALL MATERIALS AND CONSTRUCTION AND 31
SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE (C.B.C) BASED UPON THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (I.B.C.).

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.

DESIGN CODES AND REFERENCES: MDOR
TA
-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 02/01/2024

2. THE CONTRACTOR ACKNOWLEDGES 1:02:04 PM
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 WILL INDEMNIFY, DEFEND AND HOLD THE OWNER AND TETRA TECH, THEIR PARENT AND SUBSIDIARY COMPANIES HARMLESS OF ANY AND ALL SUCH CLAIMS.

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 LOADING: 12. WELDING EQUIPMENT SHALL BE CHECKED PRIOR TO WELDING AS REQUIRED BY AISC 360-16 TABLE N5.4-1. BLDG. ROOF DL = 16 PSF
BUILDING ROOF LL STEEL DECK = 20 PSF NOTES MATERIAL 3. CONTRACTOR SHALL VERIFY ALL EXISTING PROPERTIES: 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.

STEEL TUBES f'y = 42 KSI MINIMUM 1. REFER TO STEEL DECK SPECIFICATIONS FOR ADDITIONAL INFORMATION. STEEL CHANNELS AND ANGLES

STEEL BOLTS
f'y = 36 KSI

2. DECK ERECTION CONTRACTOR SHALL MINIMUM
CUT DECK TO SUIT DETAILS AT ALL FRAMED OPENINGS AS INDICATED ON THE DRAWINGS. f'y = 36 KSI, A307 UNLESS NOTE OTHERWISE
YES (SEE SHEET S-002) SPECIAL INSPECTION 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.

SEISMIC DESIGN 4. IT SHALL BE THE RESPONSIBILITY OF THE PARAMETERS: 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.

ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE

4. ALL LIGHT GAGE STEEL DECKING AND PROCEDURE
FLASHING SHALL BE FABRICATED OF SHEET METAL CONFORMING TO A.S.T.M. A-446.

LOCATION: LAT. 33.784495 N, LONG. 118.315827 W
OCCUPANCY CATEGORY: IV SITE 5. DECKING SHALL BE GALVANIZED PER COATING CLASS: D DESIGNATION G90 IN ACCORDANCE WITH ASTM A653, UNLESS NOTED OTHERWISE.

SEISMIC DESIGN 5. UNLESS DETAILED, SPECIFIED, OR INDICATED CATEGORY: D 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.

Ss = 1.743
Fa = 1.200
SDS = 1.394
IE = 1.5
S1 = 0.637
Fv = 1.7

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.

SD1 =

6. THE CONTRACT DRAWINGS AND SPECIFICATIONS 0.722
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, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY PROTECTION STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF SUCH ITEMS.

R = 5 (SPECIAL REINFORCED 7. MINIMUM DECK SECTION PROPERTIES MASONRY SHEAR WALLS) SHALL BE AS FOLLOWS:

GAUGE DEPTH I(IN ) +S(IN ) -S(IN )
WIND LOAD DESIGN PARAMETERS:

BASIC WIND SPEED: 105 MPH
EXPOSURE CATEGORY: B
WIND DIRECTIONAL FACTOR, Kd = 0.85
Iw = 1.0
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.

7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.

8. ALL ITEMS REMOVED DURING CONSTRUCTION WORK SHALL BE REPLACED TO MATCH EXISTING.

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.

9. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 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.

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.

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.

11. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST. OR EXISTING. 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.

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 THE JURISDICTION 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

8. STAINLESS STEEL SHALL CONFORM APPROVED BY STRUCTURAL ENGINEER.

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. S- 001JQ R
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SPECIAL INSPECTIONS REQUIRED

C R N/A PERIO
DIC

CONNT/ A
STEEL CONSTRUCTION (STRUCTURAL STEEL): STEEL CONSTRUCTION R - INSPECT THESE ITEMS ON A RANDOM BASIS. (STRUCTURAL STEEL CONT.): OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS

4. INSPECTION TASKS PRIOR TO BOLTING
ADHESIVE ANCHORS: 1. VERIFY ANCHOR TYPE:

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.

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 C - INSPECT THESE ITEMS ON A CONTINUOUS BASIS C R N/A 2. VERIFY ADHESIVE

IDENTIFICATION AND
EXPIRATION DATE 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 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.

3. VERIFY ANCHOR DIMENSIONS:

4. VERIFY CONCRETE TYPE:

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND/OR THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE STRUCTURAL ENGINEER AND TO THE BUILDING OFFICIAL.

F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION

5. VERIFY CONCRETE COMPRESSIVE STRENGTH

6. VERIFY HOLE DRILLING METHOD

7. VERIFY HOLE DIMENSIONS
- 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) 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.

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

8. VERIFY HOLE CLEANING PROCEDURES

9. VERIFY ANCHOR SPACING
- JOINT PREPARATION S
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 FOR ANY REQUIRED SPECIAL INSPECTIONS. - 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

10. VERIFY EDGE DISTANCES

11. VERIFY CONCRETE THICKNESS

12. VERIFY ANCHOR EMBEDMENT

13. VERIFY TIGHTENING TORQUE
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 OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. - 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

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

14. VERIFY ADHERENCE TO THE MANUFACTURER'S

PRINTED INSTALLATION

INSTRUCTIONS
A. PLACEMENT AND INSTALLATION OF STEEL DECK B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS - EXPOSURE CONTROL 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.

B. NO WELDING OVER CRACKED TACK WELDS C. ENVIRONMENTAL CONDITIONS - WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE D. WPS FOLLOWED CONTRACTOR EACH CONTRACTOR RESPONSIBLE FOR THE RESPONSIBILITY CONSTRUCTION OF A MAIN WIND- OR SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.

PERIO
DIC

CONNT/A
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 - 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)

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
E. WELDING TECHNIQUES STRUCTURAL OBSERVATION - INTERPASS AND FINAL CLEANING 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 - 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

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.

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".

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. SIZE, LENGTH AND LOCATION OF WELDS C. WELDS MEET VISUAL ACCEPTANCE CRITERIA - CRACK PROHIBITION

REQUIREMENTS FOR LOS ANGELES COUNTY, DEPARTMENT OF PUBLIC WORKS, DIVISION OF BUILDING AND SAFETY - WELD/BASE- METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE
- UNDERCUT - POROSITY

1. CONCRET E:

STRUCTURAL
B. CONTROL AND HANDLING OF WELDING OBSERVATIONS
CONSUMABLES C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) D. WPS FOLLOWED REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO PLACEMENT OF CONCRETE FOR THE FOLLOWING:

REQUIRED ( YESN0) LOS ANGELES COUNTY BUILDING & SAFETY PERMIT THE 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.

5. INSPECTION OR EXECUTION TASKS AFTER WELDING
A. VERIFY SIZE LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS.

D. ARC STRIKES
E. K-AREA
A. FOUNDATIO
NS
N/A
B. SLABS-ON-GRADE (EXCEPT SITE PAVING AND
FLATWORK) C. WALLS
- WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR 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 B. WELDS MEET VISUAL ACCEPTANCE CRITERIA C. VERIFY REPAIR ACTIVITIES N/A N/A UPON RECEIPT OF PERMIT, THE CONTRACTOR WILL BE GIVEN A JOB CARD FOR THIS PROJECT. 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 D. STRUCTURAL FLOOR SLABS AND BEAMS NOT SUPPORTED ON-GRADE E. ROOF SLABS AND BEAMS

N/A LOS ANGELES COUNTY BUILDING & N/A SAFETY INSPECTION

THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE LOS ANGELES DIVISION OF BUILDING AND SAFETY AT THREE DIFFERENT OCCASIONS AS OUTLINED BELOW:

2. MASONR
Y:

A. REINFORCING STEEL AND EMBEDDED STRUCTURAL ANCHORAGES PRIOR TO GROUTING OF MASONRY WALLS -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).

N/A I. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER J. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE EOR B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS

3. STRUCTURAL STEEL:

A. ERECTED COLUMN, BEAMS AND GIRDERS, PRIOR

TO INSTALLATION OF ROOF AND FLOOR JOISTS, TRUSSES AND DECKING

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

REQUEST FOR INSPECTION SHALL BE MADE BY CALLING THE PHONE NUMBER ON THE JOB CARD AT LEAST 48 HOURS IN ADVANCE. 4. WOOD ADDITIONAL INSPECTIONS MAY BE NEEDED AS FRAMING: DEEMED NECESSARY BY THE ENGINEER OR COUNTY.

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
E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS N/A N/A
B. PLYWOOD ROOF, FLOOR AND WALL SHEATHING

PRIOR TO INSTALLATION OF ROOFING AND

ANY OTHER BUILDING MATERIALS THAT WOULD DEFERRED CONCEAL THE NAILING SUBMITTALS/CERTIFICATI ONS

SUBMITT ALS REQUIRED ( YES
N0) 1. OFF-SITE FABRICATION: FABRICATORS SHALL BE CITY, COUNTY AND/OR C.B.C. APPROVED
FOR ALL OFFSITE FABRICATORS. FABRICATORS
FABRICATION OF THE ITEMS BUILDING AND LISTED BELOW:

SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
A. TRUSSES
B. GLU-LAMINATED MEMBERS C. PRECAST CONCRETE D. STRUCTURAL STEEL (MILL REPORTS AND IDENTIFICATION OF STEEL, AFFIDAVIT OF COMPLIANCE) N/A

N/A N/A
N/A TITLES 26, 30 AND 31 MDOR
TA
E. OTHER:__________________________
__________________

2. DEFERRED SUBMITTALS:
02/01/2024
This set of plans and specifications 1:02:04 PM
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

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.

A. CONCRETE MIX
B. OTHER:

N/A
S- 002JQ
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BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR
02/01/2024 TA 1:02:04 PM 9
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 1 2
53'- 4"
2 F.F. 0'-0" (E) A F.F. 0'-0" 3 (E) S- 1 301
A
5 7
2 6
TYP
. 10
6 8
B
F.F. 0'-0" (E)F.F. 0'-0"
(E)
KEYNO TES: NOTES TO CONTRACTOR: 1. (E) CONCRETE FLOOR SLAB (PROTECTED IN PLACE)

2. (E) SINGLE DOOR (PROTECT IN PLACE)

FLOOR PLAN
SCALE: 3/8"=1'-0"

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.

3. (E) DOUBLE DOOR (PROTECT IN PLACE) 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.

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

8. (E) RESTROOM CONSTRUCTION (SHADED)
(PROTECT IN PLACE) 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.

9. (E) GENERATOR FOUNDATION (PROTECT IN PLACE)

10. EXISTING STUD WALL ON CONCRETE CURB (PROTECT IN PLACE) DATU
TOP OF EXISTING FINISH M:

FLOOR AT THE

INTERIOR PERIMETER OF THE BUILDING IS
SET AT 0'-0" S- 101JQ
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BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR
1 2 02/01/2024 TA
This set of plans and specifications 1:02:04 PM
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 57'- 4"
2'- 0"2'- 0" 6'- 0" 6'- 0" 6'- 0" 6'- 0" 4'- 0" 6'- 0" 6'- 0" 6'- 0"
7'- 4"
5 11 6
S- 501
B
S- 301
4 S- 501
S- 502 S- 502 T.O.W. +15'-1 3/4" (E)
T.O.W. +15'-1 3/4" (E)
TYP
. TYP
.

TYP
.

A
T.O.W. +14'-8" (E)T.O.W. +14'-8"
(E)
9 1 8
S- 501
2 4 15 BELO
S- W 502 S- 502 13 TYP
. DECK SPAN TYP
.

TYP
.

T.O.W. +18'-4 3/4" (E)
T.O.W. +18'-4 3/4" (E)
7 8 TYP
(4 . LOCATION S)
5 3
S- 502 TYP
.
10 3 11 1 S- S- 502 502 TYP
(4 .LOCATION S)
TYP TYP .
.
2 12 TYP
DECK . SPAN
5 14
13 T.O.W. +14'-8" (E)
T.O.W. +14'-8"
(E)
TYP
.

B
6 T.O.W. +15'-1 3/4" (E)
T.O.W. +15'-1 3/4" (E)
16 10 4 11 7
S- 502S- 501 TYP
. 15'- 2" 11'- 0" 5'- 0" 6'- 0"
6'- 0"10'- 2"
KEYNO TES: 1. EXISTING CMU BLOCK WALL 8. HSS 3x3x3/16" RIDGE BEAM

2. STRUCTURAL STEEL TUBE TRUSS - SEE DETAIL 9 ON SHEET S-5019. OPENING IN ROOF FOR ANTENNA. PROVIDE PENETRATION FLASHING PER ROOFING MANUFACTURERS RECOMMENDATIONS.

ROOF FRAMING PLAN

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
SCALE: 10. ROOF 3/8"=1'-0" FASCIA

11. TRUSS BRACING - DETAIL 6 ON SHEET S-502

12. 24" SQUARE OPENING IN ROOF DECK 4. 1 1/2" DEEP 16 GAUGE GALVANIZED FOR EXHAUST FAN - SEE STEEL DECK VERCO PLB OR APPROVED EQUAL - SEE DETAIL 1 ON SHEET S-501 FOR

DECK ATTACHMENT

MECHANICAL DRAWINGS

13. L4X4X1/4 FRAMING FOR ROOF OPENINGS

5. 5/8" THICK FIBERGLASS REINF. GYPSUM ROOF BOARD 14. OPENING IN ROOF FOR RESTROOM VENT PIPE. PROVIDE PENETRATION FLASHING PER ROOFING MANUFACTURERS RECOMMENDATIONS.

6. METAL ROOFING PANELS 24 GAUGE MEDALLION-LOK BY MCELROY METALS (OR APPROVED EQUAL) DATU
TOP OF EXISTING FINISH M:

FLOOR AT THE

INTERIOR PERIMETER OF THE BUILDING IS
SET AT 0'-0"

15. ROOF SLOPE TO 7. 42" SQUARE ALUMINUM FRAMED, MATCH EXISTING ACRYLIC DOMED, SELF-FLASHING SKYLIGHT WITH INTEGRAL SECURITY BARS. BRISTOLITE AL-4646 OR APPROVED EQUAL.

16. COOL ROOF SRI RATING OF ROOFING PANELS SHALL BE 20 OR GREATER S- 102JQ R
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BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
6 B TITLES 26, 30 AND 31 12
MDOR
TA
8 A 02/01/2024 1:02:04 PM
9 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 7 4
(E) 12
(E) 4
S- 501
T.O.W. - SEE ROOF FRAMING
PLAN
5 10
11 TYP
.
4 1
KEYNO
TES: 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
2 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
F.F. - SEE FLOOR PLAN 7. RIGID

INSULATION

8. METAL ROOF DECK 9. ROOF SLOPE TO MATCH EXISTING. CONTRACTOR TO FIELD VERIFY ROOF SLOPE PRIOR TO ROOF FRAMING FABRICATION 3 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.

SECTI ON A_

12. REINSTALL ANTENNA AND ANTENNA CONDUIT/POST TO MATCH THE EXISTING CONDITION, ATTACHMENT AND

DIMENSIONS
SCALE: 3/4"=1'-0"
S- 301JQ
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PROVIDE FLASHING, SEALANT, ETC. AS REQUIRED FOR WATERTIGHT CONSTRUCTION METAL ROOFING PANELS 1
S- 502
BU
IL
D
IN
G
A
N
D
S
A
F
E
T
Y
D
I V
ISION

RIDGE PLATE

MORTAR OR OTHER APPROVED
FIBERGLSS REINF. GYPSUM ROOF BOARD PUNCHLOK II SIDELAP CONNECTOR (VSC) @ 18", TYP. WATERPROOF MEMBRANE Department of Public Works A LF
P
A
P
S
R
HI
O
NG
VE
O
D

F NAILER PER
METAL ROOF PANELS FIBERGLASS REINF.

GYPSUM ROOF BOARD

MANUFACT URER MATERIALS FOR WEATHER BLOCKING
UNDER LOS ANGELES COUNTY CODE TITLES 26, 30 AND 31
FIBERGLASS REINF. MDORTA
1/4" THICK x 6" WIDE CONT. BENT PLATE AT RIDGE

ROOF SKYLIGHT CURB
RIGID

INSULAT ION

GYPSUM ROOF CRICKET BOARD (HIGH SIDE OF SKYLIGHT ONLY)
METAL 02/01/2024 ROOFING 1:02:04 PMPANE 10d SELF LS DRILLING, SELF TAPPING METAL SCREW. SCREW THRU METAL DECK, SKYLIGHT CURB, AND ANGLE, @ 6" C-C
This set of plans and specifications must be kept at the job site at all times, and it is unlawful to make any changes,
R
I
G
p
I
D
I N
S
s
U
pe
L
c
A
if
T
a
I
t
O
ion
N
without the prior written permission of the Building Official. The approval of any work or activity that violates any provisions of stamping of this set of plans and specifications SHALL NOT, under any circumstances, be deemed to permit or to be an s
any County Ordinance or State Law DECK PINS
PER1 L4x4 - SEE - ROOF
FRAMING PLAN FIBERGLASS REINF.

GYPSUM ROOF BOARD

RIGID INSULATION

METAL DECK
HSS AT SECURITY RIDGE GRILL, 1/2"Ø
GALV. BARS @ 3" EACH WAY

METAL DECK PROVIDE ISOLATOR

BETWEEN ALUMINUM

SKYLIGHT FRAME AND

STEEL FRAMING
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 HSS AT BOTTOM CHORD - FOR WELDED CONN. SEE
STRUCTURAL STEEL TUBE TRUSS 6
S- 502 GALV. L3x3x1/4 w/ 4-#1/2" DIA. MACHINE BOLTS w/ WELDED NUTS, TYP. ON 2 SIDES OF OPENING 3/16 2-12
3'-0" TYP. STRUCTURAL STEEL TUBE TRUSS

TOP CHORD
3/1
TYP 6
. 3/1 6 L3x3 LATERAL BRACING ANGLE

BETWEEN TRUSSES- SEE

TYPICAL ROOF DECK SECTION
SCALE: 3"=1'-0"

EDGE OF ROOF SKYLIGHT OPENING
SCALE: 3"=1'-0"

RIDGE LINE CONNECTION
SCALE: 1 1/2"=1'-0"
1 _ 2_ 3
_ 6
S- 502

FIBERGLA
SS
REINF. GYPSUM

ROOF BOARD

FIBERGLA SS
REINF. GYPSUM ROOF BOARD
A
B

METAL A DECK
B

METAL ROOFING PANEL

TRUSS CHORD MEMBER
FIBERGLASS REINF.

GYPSUM ROOF BOARD
DECK

PINS PER
3" 1/2" CLR.

TYP.
1" DRYPAC K
1 - METAL TYP DECK . CONN. PLATE

TO FASCIA

SEAL GAPS BETWEEN BENT PLATE, TRUSS MEMBERS AND BEARING

PLATE WITH MASTIC SEALANT
3/1 5 6
-

METAL DECK METAL

ROOFI NG

PANEL S
4 -
METAL

METAL DECK

ROOFI NG

PANEL S
2'- 0" 5
- RIGID MET INSULATION ALROOFI NG

PANEL S
2-5/8" DIA.

THRU BOLTS

FIBERGL

ROOF ASS

TRUSS TO

AND BOTTOM

CHORDS BEYON
REINF. GYPSUM

ROOF BOARD

TOP CHORD OF

TUBE STEEL TRUSS
T.O.W. EL.

DRYPA
T.O.W. CK
EL. - 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.

T.O.W. SEE EL. - ROOF

FRAMIN G
PLAN

SEE ROOF

FRAMIN G
PLAN
1/4" THICK STEEL CONT. BENT PLATE LEDGER ANGLE

TRUS CHORD S
TO

BEARIN G
PLATE
6" BETWEEN ROOF TRUSSES

TRUSS TOP CHORD
TUBE
3/1 6

BOTTOM CHORD OF TUBE STEEL TRUSS
6"

FASCIA CONNECTION
SEE
1 1/2" 10" 1 1/2" 1 1/4" DRYPACK BENT PLATE
FASCIA
DEC
K 1
- 7
-

PINS PER
6" 1'-1" LONG x 7 5/8" TALL x 1/4" THICK
STEEL BEARING BENT PLATE w/ 2-3/4"Ø THOUGH BOLTS
5/8" DIA. ADHESIVE
BOLT @ 2'-0" O.C. MAX., EMBED 5"

ADHESIVE ANCHOR BOLT AT BENT
PLATE LEDGER, TYP.

TRUSS BEARING

PLATE WITH TWO THROUGH BOLTS
3/16
"
CON
T. 2" 1/4" STEEL CONN. WORKING POINT PLATE EACH SIDE OF TOP CHORD TUBE GALV. STEEL WELDED TO FASCIA BENT

PLATE FASCIA
(E) CONCRETE BLOCK WALL (E) CONCRETE BLOCK WALL (E) INTERIOR FACE OF CONCRETE ROOF TRUSS TO WALL BLOCK WALL

CONNECTION TRUSS TO WALL CONNECTION ROOF DECK TO WALL CONNECTION BTW TRUSS TRUSS CHORD TO FASCIA CONNECTION 4
_ 5
_ 6
_ 7_ SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0"
SCALE: 1 1/2"=1'-0"

NEOPRENE CLOSURE,

INSTALL PER THE DECK MANUFACTURE RS
DECK
PINS PER 1
2 FIBERGLASS REINF. 2'- 0" 10'- 2"
10'- 2"2'- GYPSUM ROOF 0" 1 BOARD
-

RECOMENDA TIONS METAL

ROOFI NG

PANEL S
5'- 1" 5'- 1"5'- 1"5'- 1" BATTE NS TYP. NEAR
& FAR SIDE OF WEB

AND CHANNEL CONNECTI ONS

PER ROOFING
MFR. DETAILS

G MEMBE
TYP. RS NEAR
& FAR SIDE OF CHORD

MEMBE RS
T.O.W. EL.

VARIES
-SEE ROOF

FRAMIN G
PLAN
TRUSS TOP TYP CHORD MEMBER . 3/1 6 METAL

ROOF DECK
TYP. AT

EACH END

OF BOTH WEBS
6"
3/16 "CONT. GALV. C8x11.5 w/ 2" 3/4" DIA. THROUGH BOLT @ 16" TRUSS WEB MEMBER, TYP. STEEL BENT PLATE FASCIA

STEEL CLOSURE,

INSTALL PER THE DECK MANUFACTUR ERS RECOMMEND ATIONS
(E) CONCRETE BLOCK WALL TRUSS BOTTOM CHORD MEMBER
TYP. TOP CHORD

TO BOTTOM

CHORD MEMBER
WORKING NOT POINT E:
3/1
6 3/16" THICK END PLATE
WITH SEAL WELD, TYP.

ALL TRUSS CHORD & WEB MEMBERS ARE HSS 3x3x5/16 STRUCTURAL STEEL TUBE, U.N.O.

C8x11 .5

ROOF DECK TO WALL CONNECTION ROOF TRUSS CHORD & TRUSS CONNECTION DETAIL SCALE: 1"=1'-0"
8 _ 9_ SCALE: 1 1/2"=1'-0" S- 501JQ
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DEC

HSS TRUSS K

TOP CHORD
3/16

PINS PER METAL ROOFING
PANELS 1
2 METAL

ROOFI NG

PANEL S
1 S- 501
METAL DECK FIBERGLASS REINF.

GYPSUM ROOF BOARD
SKYLIGHT CURB 2-5/8" DIA. BOLTS 1/2" MAX.

TYP.
3/1 6 BATTE NS METAL ROOF PANELS
FIBERGLASS REINF.

GYPSUM ROOF BOARD

AND CHANNEL CONNECTI ONS

PER ROOFING
MFR. DETAILS
1/2" CLR
.
3/8" THICK SHEAR TAB 3/8" THICK x 2-3/4" SHEAR TAB w/ 2-5/8 DIA. M.B.'S CONT. BENT
PLATE
T.O.W. EL.

VARIES
-SEE ROOF

FRAMIN G
PLAN
METAL ROOF DECK 1/2" BENT
RIGID 6" PLATE

INSULATION HSS RIDGE LINE
MEMBER
HSS RIDGE LINE MEMBER 3/16 "
CONT. HSS TRUSS GALV. TOP CHORD

HSS WEB MEMBER
2" STEEL BENT PLATE FASCIA
METAL
L4X4X1/4" (1'-6" DECK
LONG) w/ 2-3/4" THROUGH BOLTS
10d SELF DRILLING, SELF

TAPPING METAL SCREW
1/2" 1 1/2" 3" 1 1/2" L4x4 - SEE ROOF

FRAMING
C8x
L3x3x1/4 (x0'-2" LONG)
L4x4 - SEE ROOF
FRAMING PLAN S1102
3/1 62
(E) CONCRET E

BLOCK WALL
3" L4x4- 9 SEE
-

ROOF FRAMING
PLAN S- 102

SHEAR TAB

TO ANGLE
1 1/2"1
1/4 1/2"

RIDGE LINE MEMBER TO TRUSS CONNECTION
SCALE: 1 1/2"=1'-0"

ANGLE TO HSS ROOF FRAMING CONNECTION
SCALE: HALFSCALE

RIDGE LINE MEMBER TO END WALL CONNECTION
SCALE: 1 1/2"=1'-0"
ANGLE TO ANGLE CONNECTION 1
_ 2_ 3
_ 4
_ SCALE: 3"=1'-0"
HSS RIDGE BEAM TYP. STRUCTURAL STEEL TUBE ROOF TRUSS HSS RIDGE BEAM NOT E:

PLAT
6" E MIN.

TYP.

OPENI NG

FOR OPENINGS LESS THAN
6" IN BOTH DIRECTIONS, REINFORCING IS NOT REQUIRED.
2"
MIN
.

TYP
. 3/1 6

MTL DECK
12 GA PLATE
6"
TYP
. TYP @EAC
H
FLUT E
1/2"
MIN
.
2 TYP
. L2x2x3/16 x0'-6" 3/1 6

BUILDING AND SAFETY DIVISION
Department of Public Works
1/2"
(MIN .)
L3x3x1/4 BRACE OCCURS ONLY AT ONE LOCATION. U.N.O. STEEL BENT PLATE FASCIA APPRO UNDER LOS ANGELES VED COUNTY CODE TITLES 26, 30 AND 31 TYP . 3/1 6
2-6 MDOR
02/01/2024 TA TYP DECK OPENINGS 6" AND 1:02:04 PM LARGER BUT LESS THAN 12" 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 HSS 3x3x3/16 HORIZ. BRACE CONNNECTING ALL ROOF TRUSSES TYP . FASCIA CORNER CONNECTION ROOF TRUSS BRACING
SMALL OPENING IN METAL DECK 5
_ 6
_ 7_ SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
6 1/4"
HSS 3x (E) RIDGE BEAM

TOP OF EXISTING

FIELD VERIFY CRICKET (HIGH SIDE OF SKYLIGHT ONLY)

BENT PLATE

AT RIDGE

PROVIDE FLASHING AND

SEALANT AS REQUIRED FOR WATERTIGHT CONSTRUCTION

CMU WALL GRIN

METAL D

ROOFI NG

PANEL S

SMOO OPTIONAL JOINT IN TH FASCIA-ONE

PER SIDE MAXIMUM BENT PLATE FASCIA

SKYLIGHT

CUT EXISTING CURB
ANCHORAGE BACK TO 1" INTO THE EXISTING WALL
10d SELF DRILLING, SELF TAPPING METAL SCREW. SCREW THRU METAL DECK, SKYLIGHT CURB, AND ANGLE, @ 6" C-C

EXISTING MASONRY WALL
1/4 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 1/2"
3/8" THICK x 2-3/4" SHEAR TAB w/ 2-5/8 DIA. M.B.'S

TYP WELDED END PLATE
3/1 . 6
1/4" STEEL CONN. PLATE EACH

SIDE OF THE CHORD TUBE WELDED TO FASCIA

METAL DECK

STRUCTURAL STEEL TUBE

TRUSS TOP CHORD
FILL (E) RIDGE BEAM VOID w/ CEMETITIOUS GROUT. HUB
100 II OR APPROVED EQUAL (MATCH COLOR WITH
1/4
C8x LEDGER 7
S- 501
1/4" THICK (x0'-4" DEEP) PLATE WELDED TO

BENT PLATE EDGE AT SKYLIGHT OPENING

SURROUNDING CMU WALL) SHEAR TAB

TO RIDGE
PLATE
3 -
HIGH-STRENGTH EPOXY BONDING AGENT, SIKADUR-32 HI-MOD OR APPROVED EQUAL L4x RIDGE

BEAM SUPPORT
1/4
L4x4-

ROOF SEE

FRAMING
PLAN S- 102

REMOVE EXISTING MASONRY ANCHORS RIDGE LINE TO END WALL CONNECTION SKYLIGHT OPENING AT RIDGE LINE

TRUSS CHORD TO FASCIA - SPLICE CONNECTION
SCALE: 3"=1'-0" S-502
JQ
8 _ 9_ 10_ 11
_ SCALE: 3"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: 3"=1'-0"
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200-09353- 23001
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BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
TITLES 26, 30 AND 31 MDOR
02/01/2024 TA
This set of plans and specifications 1:02:04 PM
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

CONSTRUCT PROGRAMMABLE THERMOSTAT
CONSTRUCT ROOF GREENHECK SIZE-140: UPBLAST EXHAUST FAN, CUBE (3/4 HP, 2,500 CFM, 1,495 RPM) OR APPROVED EQUAL, SEE STRUCTURAL PLANS FOR ANCHORAGE

MECHANICA L PLAN
SCALE: 3/8"=1'-0"
M- 101AML
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Tuesday, August 20, 2024 Reg CC MTG, Page *248

ELECTRICAL ABBREVIATIONS GENERAL ELECTRICAL NOTES ELECTRICAL SYMBOLS - PLANS ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM

DEVICE SYMBOL DESCRIPTION
(D)
(E)
(F)
(N)
(R)

DEMOLI SH

EXISTIN G
FUTUR
E
NEW

1. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DETAIL AS TO SCOPE, MATERIALS, AND EXECUTION OF ELECTRICAL WORK.

NORMA LLY
OPEN

NORMA LLY

CLOSE D

SYMB OL SYMBOL DESCRIPTION SYMBOL DESCRIPTION RELOC
ATE

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.

DUPLEX RECEPTACLE (WP, GFCI AS INDICATED) CONTA CT DRY TYPE TRANSFORMER A AC
AF

AMPERES, ANALOG SIGNAL ALTERNATING CURRENT AMPERES FRAME

J JUNCTION BOX TIMED CONTACT, CONTACT ACTION REVERSES ON ENERGIZATION (ON DELAY)

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER
FUSE
AFF
AFG
AIC

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERES

INTERRUPTING CAPACITY

AMPERES TRIP

3. ALL CONDUCTORS SHALL BE COPPER
(MINIMUM SIZE #10 AWG UNLESS
SPECIFICALLY NOTED OTHERWISE).

S SWITCH (3 = 3-WAY SWITCH, 4 = 4- WAY SWITCH, ETC.)
FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a
3 TIMED CONTACT, CONTACT ACTION REVERSES ON
DE-ENERGIZATION (OFF DELAY) a
a
AT 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.

AWG
BC

AMERICAN WIRE GAUGE

BARE COPPER
FLUORESCENT LUMINAIRE CONTROLLED BY SWITCH a W/ EMERGENCY BATTERY PACK 40 MOTOR, 40 HORSEPOWER

GROUNDING ELECTRODE

LEVEL SWITCH BFG
C

BELOW FINISHED GRADE CONDUIT

EMERGENCY LIGHT CB CIRCUIT BREAKER

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.

PRESSURE SWITCH
CC
T
CO

CORRELATED COLOR TEMPERATURE CONDUIT ONLY

LOW VOLTAGE CIRCUIT BREAKER MCCB UON

WALL MOUNTED LUMINAIRE

EXIT LIGHT

CP CONTROL TEMPERATURE PANEL SWITCH
CP
T
CRI CT

CONTROL POWER TRANSFORMER

COLOR RENDERING
INDEX

CURRENT TRANSFORMER
COPPER

6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRE, SERVICES, SWITCHBOARDS, AND VFD'S REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM.

VFD

VARIABLE FREQUENCY DRIVE

SOLID STATE STARTER (SOFT STARTER)

SURGE PROTECTION DEVICE

POWER QUALITY MONITOR

SOLID STATE TRIP

DOWN LIGHT LIMIT SWITCH CU
SSS
SPD
PQM
SST
MP R

DC DIRECT POLE MOUNTED CURRENT

LUMINAIRE FLOW SWITCH
DS
B
EF

DISTRIBUTION SWITCHBOARD

EXHAUST FAN

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.

A LUMINAIRE TYPE

LAMP WATTAGE
ELEV
ETM
EWH
FCB
FIT
FLEX
FLUO
R
FPP
FPR
FVNR

G, GND GFCI
HH

ELEVATI ON LUMINAIRE REFERENCE

SEE LUMINAIRE SCHEDULE FOR DETAILS

PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT ELAPSED TIME METER

ELECTRIC WATER HEATER

FEEDER CIRCUIT BREAKER

FLOW INDICATING TRANSMITTER

FLEXIBLE
150 OF HANF D
AUT O
XOO

SELECTOR CONDUIT SWITCH REFERENCE HOA
:HO:

HAND-OFF-AUTO (HOA SHOWN IN HAND MODE) HAND-OFF

8. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE SHALL BE WEATHERPROOF.

A = ANALOG SIGNAL P00 C = CONTROL 1 D = DATA LINK
P = POWER
F = FIBER OPTIC
T = TELEPHON E
HOR
:

R-O:

HAND-OFF- REMOTE REMOTE-OFFFLUORES CENT FIBER OPTIC PATCH PANEL FEEDER PROTECTION RELAY

FULL VOLTAGE NON- REVERSING STARTER GROUND GROUND FAULT CIRCUIT

INTERRUPTER

HANDHOLE

9. ALL ELECTRICAL EQUIPMENT IN THIS PROJECT SHALL BE U.L. LISTED. MOTOR PROTECTION RELAY OXO
OOX
UNDERGROUND CONDUIT SEE SYMBOLE NOTE 2.

10. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED AT 30" BELOW FINISHED GRADE MINIMUM. NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

EXPOSED CONDUIT O/L
R
MOTOR OVERLOAD DEVICE CONTACTS 11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

EXISTING UNDERGROUND FACILITIES AND PROTECTING THESE FACILITIES FROM DAMAGE.

HID
HMI
HO
A
HP

HIGH INTENSITY DISCHARGE HUMAN MACHINE

INTERFACE HAND / OFF / AUTOMATIC

HORSEPOWER
G GROUNDING CONDUCTOR 30" BELOW GRADE
HOMERUN TO PANEL "A", CIRCUIT 3

CONDUIT STUBBED AND CAPPED

CONDUIT BENDS TOWARD OBSERVER

CONDUIT BENDS AWAY FROM OBSERVER
PILOT LIGHT A= AMBER, G= GREEN, R= A-3 RED, W= WHITE 12. THE ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS AS REQUIRED BY FIELD CONDITIONS.

CR1AR1

CONTROL RELAY HP
SHS

HIGH PRESSURE SODIUM

TD HAND SWITCH
1 M

TIME DELAY RELAY

MOTOR OR STARTER COIL

VALVE MOTOR AND ACTUATOR

MOTOR OVERLOAD HEATER

JB, JBOX
KAIC
KVA
KW

JUNCTION BOX

KILOAMPERES

INTERRUPTING CAPACITY

KILOVOLT-AMPERE

13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING

ANY DAMAGE TO EXISTING UNDERGROUND
KILOW FACILITIES.

ATT

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.

KWH
LED
LCP
LIT
LOS
LSL
L
LV

KILOWATT- FLEXIBLE CONDUIT HOUR

CONNECTION (FROM COUPLING/STUB-UP OR JBOX)

SOLENOID OPERATED VALVE

ELAPSED TIME METER
FUSE

LIGHT EMITTING DIODE

LOCAL CONTROL PANEL

LEVEL INDICATING TRANSMITTER

LOCKOUT STOP SWITCH

LEVEL SWITCH LOW- LOW

LOW VOLTAGE
J
ET PANELBO M ARD FVNR1 MAGNETIC MOTOR STARTER

15. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OR USE ANY ATTACHMENTS THAT WOULD IMPAIR THEIR STRENGTH.

FVNR1 = FULL VOLTAGE NON- REVERSING, NEMA SIZE 1 RV2S2W = REDUCED VOLTAGE 2- SPEED, 2-WINDING

DISCONNECT SWITCH MCB MCC MCC
B
MCP
MH
MIN
MLO
MPR
MXR
NC
NIC
NO
NO. NTS
P

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER MOLDED CASE CIRCUIT BREAKER MOTOR CIRCUIT PROTECTOR MANHOLE MINIMUM

MAIN LUGS ONLY MOTOR PROTECTION RELAY
MIXER

NORMALLY CLOSED

16. CONTRACTOR SHALL DESIGN SUPPORTS IN BETWEEN THE STRUCTURAL SUPPORT MEMBERS AND SUBMIT THE DESIGN AS A SHOP DRAWING SUBMITTAL.

CONTROL POWER TRANSFORMER
GROUND

COMBINATION STARTER & DISCONNECT SWITCH

HANDHOLE OR PULL BOX

DUCT SMOKE DETECTOR

SMOKE DETECTOR

M METER, ELECTRIC UTILITY GRADE UON

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.

MOTOR SPACE DS HEATER

SYMBOL NOTES

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.

NOT IN CONTRACT NORMALLY OPEN
NUMBER

NOT TO SCALE

FIRE ALARM MANUAL PULL STATION F
F

1. THIS DRAWING CONTAINS INDUSTRY STANDARD SYMBOLS. NOT ALL SYMBOLS SHOWN ARE USED ON THIS PROJECT. FIRE ALARM STROBE 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.

POL E

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.

TELEPHONE OUTLET PB
PC
S
PE
PFR
PH

PUSHBUTTON, PULLBOX

PVC COATED STEEL PHOTOELECTRI C

PHASE FAILURE RELAY
PHASE

DATA OUTLET

CONDUIT SEAL PIT PRESSURE INDICATING TRANSMITTER

PROGRAMMABLE LOGIC CONTROLLER

POWER QUALITY MONITOR

PRESSURE SWITCH HIGH

POTENTIAL TRANSFORMER

F F F CONDUIT & WIRE FOR FIRE ALARM SYSTEM

CONDUIT & WIRE FOR ELECTRONIC KEY PAD TO PLC
PLC
PQM
PSH
PT
R R R

KP ELECTRONIC KEYPAD REC, RECEPT RECEPTACLE RGS
SCC
R
SCE
SPD
SSS
SWB D
TEM
P
TYP
UON
V

RIGID GALVANIZED STEEL FAC P

FIRE ALARM CONTROL PANELSHORT CIRCUIT CURRENT RATING

SOUTHERN CALIFORNIA EDISON

SURGE PROTECTION DEVICE

SOLID STATE STARTER
(SOFT STARTER) SWITCHBOARD

TEMPERATURE

TYPICAL UNLESS OTHERWISE NOTED

VOLT(S) VOLT-AMPERE

LOCAL CONTROL SWITCH

THERMOSTAT

BUILDING AND SAFETY DIVISION
Department of Public WorksAPPROVED

UNDER LOS ANGELES COUNTY CODE
T
IS
40 INTRUSION SWITCH TITLES 26, 30 MOTOR (NUMBER INDICATES AND 31 HORSEPOWER) MDOR TA
VA
VFD
W

GROUND ROD

VARIABLE FREQUENCY DRIVE WATT, WIRE
02/01/2024
WP 1:02:04 PM
XFM
R

WEATHERP ROOF

TRANSFOR MER
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 E- 001JL
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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. (E) TEMPORA RY

GENERAT OR

2. PRIOR TO BEGINNING ANY WORK DETERMINE THE EXACT

LOCATIONS OF THE EXISTING EQUIPMENT, LIGHT FIXTURES,

3. THE CONDUITS AND WIRING AND CONDUITS/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.
(E) SWITCHBOARD "SWBD MSB" 480/277V, 400A, 3Ø, 4W
(E) PHOTOCE LL (E) MCC "BOOSTER PUMP MCC" 480/277V, 600A, 3Ø, 4W

5. ALL CONDUIT LOCATIONS ARE SCHEMATIC/DIAGRAMMATIC.
(E) PANEL A
240/120V, 100A, 1Ø, 3W
6 (E) ROOF MOUNTED

ANTENNA
(E) INTRUSION SWITCH
TYP. 3
J

IS SS T
IS

IS CONSTRUCTIO

N NOTES
1 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.

TELEMETR Y

CONTROL PANEL
(E) 10KVA XFMR
480- 240/120V, 1Ø
2 3

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.
(E) WALLPACK

WITH PHOTOCELL
4 4
5 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
(E) EXHAUST FAN AND INSTRUME NT

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. (E) SPRINKLER CONTROL
6 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. 5 (E) ROOF MOUNTED

EXHAUST FAN
(E) LIGHT FIXTURE
TYP. 9
1 (E) INSTRUME NT
(E) LIGHT FIXTURE
2 3 (E) WALLPAC K
TYP. 4

ELECTRICAL DEMO PLAN
SCALE: 3/8"=1'-0"
1 _
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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. (E) TEMPORA RY

GENERAT OR

2. PRIOR TO BEGINNING ANY WORK DETERMINE THE EXACT

LOCATIONS OF THE EXISTING EQUIPMENT, LIGHT FIXTURES,

3. NEW CONDUITS AND WIRES SHALL AND CONDUITS/WIRING.

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. (E) PHOTOCE LL (E) MCC "BOOSTER PUMP MCC" 480/277V, 600A, 3Ø, 4W

CONSTRUCTIO

N NOTES (E) PANEL A
240/120V, 100A, 1Ø, 3W
(E) SWITCHBOARD "SWBD MSB" 480/277V, 400A, 3Ø, 4W
7 ANTEN NA J 3/4"C, 2#12, 1#12GND
1 2
3 4

NEW LIGHT FIXTURES WILL BE

INSTALLED AT THE SAME

LOCATIONS AFTER THE NEW ROOF
EXISTING LIGHT FIXTURE IN THE IS INSTALLED.

RESTROOM TO BE KEPT
IN PLACE.

IS SS T
IS
IS

INSTALL NEW WALLPACK AND CONNECT TO EXISTING
TELEME CONDUIT/WIRES. CONTROL TRY
PANEL (E) 10KVA XFMR
480- 240/120V, 1Ø

INSTALL NEW WALLPACK WITH PHOTOCELL AND

CONNECT TO EXISTING
5 CONDUIT/WIRES.
6 INSTALL NEW ROOF MOUNTED EXHAUST FAN.

NEW DISCONNECT SHALL BE

INSTALLED ON THE ROOF AND NEAR THE NEW ROOF
7 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.

BB
32 (E) INSTRUME NT
4 (E) SPRINKLER CONTROL AA
76 1
TYP. 2
(N) ELECTRIC AL

DISCONNE CT
6 A (E) INSTRUME NT
1 5 (N) ROOF MOUNTED

EXHAUST FAN
76 TYP. 7
(E) LIGHT FIXTURE B 2
3 32
TYP. 5 LIGHTING FIXTURE

FIXTU SCHEDULE

RE LAMP S

FIXTU RE DESCRIPTION AND VARIATIONS MANUFACT URER
AND
CATALOG NO.

ELECTRICAL SITE PLAN
SCALE: 3/8"=1'-0"
1 _

FIXTU RE
I.D.

WATT S
AND
TYP E NEMA 4X FIBERGLASS HOUSING PENDANT MOUNTING, FEM LED LUMINAIRE WITH 5000K COLOR TEMPERATURE. DIMMABLE WITH FITTINGS ON BOTH ENDS AND DUAL PENDANT MOUNTING BRACKETS.

LITHO
A FEM-L96-12000LM-LPACL-MD- NIA
GZ10-50K-80CRI- DPMB-WLFEND2 OR APPROVED EQUAL.
120 1 76 76
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.

LITHO
AA NIA
76 FEM-L96-12000LM-LPACL-MD- GZ10-50K-80CRI- DPMB-WLFEND2-E10WMCP OR APPROVED EQUAL.
120
120
120
1 1
1 76
32 32
LED WALL PACK, PRISMATIC GLASS LENS. IP65 RATED. 5000K COLOR TEMPERATURE.

LITHONIA
TWX2 LED-P2-50K- MVOLT OR EQUAL
B
32 LED WALL PACK, PRISMATIC GLASS LENS. IP65 RATED. 5000K COLOR TEMPERATURE. EQUIPPED WITH PHOTOCELL.

LITHO BB NIA
32 TWX2 LED-P2-50K- MVOLT-PE OR EQUAL
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APPEN DIX I CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING SUMMARY Tuesday, August 20, 2024 Reg CC MTG, Page *252

CONSTRUCTION AND DEMOLITION
DEBRIS RECYCLING SUMMARY Project
Type:

Roadway and/or
Bridge/Structure
Traffic Signal/Street
Lighting
Water/Sewer
Other
___________________
____
Project Name:
_________________________________________________ Date:
______________________
City Contract No.
_________________________________________________________ __________________
Project Location:
_________________________________________________________ __________________
Thomas Guide Page/Grid No(s):
_________________________________________________________ _____
Contractor Name:
_________________________________________________________ _________________
Contractor Address:
_________________________________________________________ _______________
Contractor License #:
_________________________________________________________ ______________
Project
Duration:

From: _____________________________ To:
_______________________________ Demolition and
Recycling Cost:
$__________________________________
_____________________
Reuse / Recycling
Disposal
Name of
Tota
Type(s) of l
Debris
Generate
d
Quanti
ty
Generat
ed
(tons,
c.y.
or
units)
Tota
l
Name
of
Tota
Quantity l
Reuse/Recycling
Quantity
Disposal Facility
(tons, c.y.
(tons,
c.y.
or
units)
Facility/
Site or
Asph units)
alt Bric
kConcr
ete Green Waste
Metal
(ferrous)
Metal (nonferrous)
Mixed Debris
Rock Soil Wood
Waste
Other: Tota
l
Notes
:•
•
•
Other debris types may include, but are not limited to: Ash, Cardboard, Carpeting, Glass Gravel, Land Clearing Debris, Non-friable Asbestos, Paper, Plastic, Porcelain, Roofing Material, Sand and Tires.

Attach additional sheets if necessary.

If the debris is taken to a transfer station solely for the purpose of reuse/recycling, then list the transfer station as the
reuse/recycling facility/site.

If the debris is taken to a transfer station solely for the purpose of transfer to a disposal facility, then list the transfer station as the disposal facility. Prepared by ________________________________ Signature ___________________________________ Phone #: ____________ Tuesday, August 20, 2024 Reg CC MTG, Page *253

APPEN DIX II INSPECTION RECORD FOR LOS ANGELES COUNTY DIVISION OF BUILDING AND SAFETY Tuesday, August 20, 2024 Reg CC MTG, Page *254
COUNTY OF LOS ANGELES INSPECTION RECORD Hours: 8:00 AM - 4:30 PM Job Address:

Monday - Friday LOMITA Permit No.
24320 SOUTH (310) 534-3760

NARBONNE AVENUE
LOMITA, CA 90717
Descripti
on:
09 - R I
NO. INSPECTI ON DAT EINSPECT OR
NO. INSPECTI ON DAT EINSPECT OR Building Inspection and Approvals Mechanical Inspection B1 and Approvals Location/Setbac ks
M1 FAU/Wall
B2 Soils Furnace
Engineer
B3 Foundation/For
ms
B4 Retaining Walls
M2 Exhaust Vent
M3 Combustion Air
M4 Duct Work
B5 Masonry Walls
M5 Rough Mechanical M6 AC/Compressor
M7 Thermostat
M8 Fire Dampers
M9 Smoke Detectors
M10 Commercial Hood
M11 Boiler
B6 Bolts/Hld Downs/Strps
B7 Floor Slab & Steel
B8 Raised Floor Framing
B9 Underfloor Insulation
B10 1st Floor Sheathing
B11 2nd Flr Frame/Sheath
B12 Window Replacement B13 Roof Sheating
M12
M13 Mechanical Final B14 Masonry/Mfg Fireplace
B15 Roof Covering
Plumbing Inspection and Approvals B16 P1 Water Service Frame/Bracing B17 Insulat/Weather Strip P2 Under Floor/Slab P3 Shower Pan Do Not Cover Walls Until Frame, Insulation, & Rough Electrical, Mechanical, & Plumbing Have Been Signed
B18 Interior Lath/Drywall
B19 Exterior Lath
B20 T-Bar Ceiling
P4 Water Lines
P5 RoughGas Piping
P6 Rough Plumbing
P7 Sewer (Public/Private)
P8 Backflow Preventer
P9 Water Heater
B21 Rated Floor/Ceiling B22 Rated Walls
B23 Rated Shafts
P10 Lawn Sprinkler
P11 Roof Drains B24 Disabled Access
B25 Demolition
P12 Gas (Test/Final)
B26 Lot P13
Drainage P14 Plumbing Final B27 Verify Other Approvals
O1 Spec. Insp. Reports
O2 Methane System
O3 Grading Approval
O4 Struct. Obeservation
B28 (Address posted) Enter Building Final Below
Electrical Inspection and Approvals
E1 Temporary Power
Service/Ground E2 
Location
 Water
Ground  Driven Rod

UFER
O5
Agency Approvals
A1 Fire Department
A2 Construction Division
A3 Environmental Prog.

A4 Health Department
A5 AQMD
A6 Planning Dept.

A7 Business License
A8 CalTrans
E3 Underground elect
E4 Outlets E5 Rough Conduit
E6 Rough Wiring
E7 Dist Panel(s)
E8 Rough Electrical
E9 Smoke Detectors
E10 Svr Ground Fault Test
E11 Service Panel
E12
A9 Highway Dedica/Impr A10
B28 BUILDING FINAL E13 Electrical Final
Certificate of
POST THIS CARD AND THE APPROVED PLANS IN A CONSPICUOUS Occupancy 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.

Tuesday, August 20, 2024 Reg CC MTG, Page *255

INSPECTION NOTES
Tuesday, August 20, 2024 Reg CC MTG, Page *256

APPEN DIX III

ASBESTOS TEST RESULTS
Tuesday, August 20, 2024 Reg CC MTG, Page *257
EMSL Order: 042406352
Customer ID: CLAR53
Customer PO:

EMSL Analytical, Inc.
200 Route 130 North Cinnaminson, NJ 08077
Tel/Fax: (800) 220-3675 / (856) 786-5974
http://www.EMSL.com / [email protected]
Project ID:

Attention: Christian Goerrissen Phone: (818) 402-9844
Fax: (818) 727-2556
Clark Seif Clark PO Box 4299 Received Date: 03/27/2024 9:40 AM Analysis Date: 04/01/2024
Collected Date:

Chatsworth, CA 91313
Project: 10000154 /26255 Appian Way Lomita / City Water System / Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy Non- Asbestos Asbest Sampl os
e
Descript ion Appeara
nce
% Fibrous % Non- Fibrous % Type 0154B 1
Roof Southwest
Corner - Cement
Shingle
Gray
Fibrous
Homogen
eous
5% Cellulose 90% Non-fibrous (Other) None
5% Detected
Synthetic
8% Cellulose
042406352- 0001 0154B 2
Roof Southwest
Corner - Felt
Black
Fibrou
s
92% Non-fibrous (Other) None Detected
042406352- 0002 Homogen
eous
Analyst( s) Andrea Doughty (2)
Samantha Rundstrom, Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received.

Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”) but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request.

Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code 101048-0, AIHA LAP, LLC-IHLAP Lab 100194, PA ID# 68-00367, LA #04127 Initial report from: 04/01/2024 17:03:02 ASB_PLM_0008_0001 - 1.78 Printed: 4/1/2024 5:03 PM Page 1 of 1 Tuesday, August 20, 2024 Reg CC MTG, Page *258
OrderID:
042406352