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, SEPTEMBER 3, 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/81778767378
Telephone Option: (669) 900-6833 Meeting ID: 817 787 67378
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 September 3, 2024
1. OPENING CEREMONIES
a. Call Meeting to Order
b. Flag Salute
c. Invocation - Mayor Pro Tem Waronek
d. Roll Call
2. APPROVAL OF AGENDA
3. PRESENTATIONS
CERTIFICATES OF RECOGNITION PRESENTED TO THE LOMITA PARK YOUTH SPORTS 2024 BASEBALL CHAMPIONS
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-7b be approved. a. Motion to Waive Full Reading of Ordinances and That They be Read in Title Only RECOMMENDED ACTION: Approve motion.
b. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register.
Lomita City Council Meeting Agenda September 3, 2024
8. SCHEDULED ITEMS
a. DISCUSSION AND CONSIDERATION OF AN AGREEMENT WITH EXCEL PAVING FOR THE STREET RECONSTRUCTION, ZONE G – PHASE 1 PROJECT Presented by Frederic Aboujaoude, Principal Engineer
RECOMMENDED ACTION: Award a Public Works Agreement to Palp Inc. dba Excel Paving Company for Phase 1 of the Street Reconstruction Zone G Project in an amount of $1,084,650.00, plus a 15% contingency for unexpected costs for a total amount not to exceed $1,247,348; and authorize the City Manager to execute the agreement. b. COMPREHENSIVE CAPITAL IMPROVEMENT PROGRAM (CIP) MASTER PLAN UPDATE
Presented by Lina Hernandez, Interim Public Works Director RECOMMENDED ACTION: Receive and file the comprehensive project update from the 2022-2027 Capital Improvement Program (CIP) Master Plan.
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 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 29, 2024
______________ _________________
Kathleen Horn Gregory, MMC, City Clerk
PAGE INTENTIONALLY LEFT BLANK
CONSENT CALENDAR
AGENDA NO. 7b
September 3, 2024
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: September 3, 2024
SUBJECT: WARRANT REGISTER
PAYROLL REGISTER
September 3, 2024 TOTAL WARRANTS ISSUED: $615,147.41
Wires Transfers: 11169-11179
Prepay: 533223
Check Numbers: 533224-533300
Total Pages of Register: 13
August 23, 2024 TOTAL PAYROLL ISSUED: $135,634.68
I hereby certify that the demands or claims covered by the checks listed on pages 1 to 13 inclusive of the check register are accurate and funds are available for payment thereof:
_
Susan Kamada
Administrative Services Director
Tuesday, September 03, 2024 Reg CC MTG, Page *4
8/28/2024 1:40:38 PM Page 1 of 13
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 8/21/2024 - 9/3/2024
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 6948 - A1 Lawnmower Shop
533224 09/03/2024 A1 Lawnmower Shop 01171 Fertilizer, Marathan 54.02 533224 09/03/2024 A1 Lawnmower Shop 01171 Burlap Tarp 35.28 533224 09/03/2024 A1 Lawnmower Shop 01171 Oil 17.64
533224 09/03/2024 A1 Lawnmower Shop 01171 Bar Oil 30.87 Vendor 6948 - A1 Lawnmower Shop Total: 137.81
Vendor: 0180 - Administrative Services Co-op, Inc.
533225 09/03/2024 Administrative Services Co-op,…240708 DAR July 24 9,125.91 Vendor 0180 - Administrative Services Co-op, Inc. Total: 9,125.91 Vendor: 13119 - Adrian Fernandez
533226 09/03/2024 Adrian Fernandez 08262024 Reimbursement of Live Scan F… 45.00 Vendor 13119 - Adrian Fernandez Total: 45.00
Vendor: 13116 - Adriana Rodriguez
533227 09/03/2024 Adriana Rodriguez 2004605.001 Refund-Picnic Shelter Deposit-… 75.00 Vendor 13116 - Adriana Rodriguez Total: 75.00
Vendor: 4015 - AFLAC
533228 09/03/2024 AFLAC 112155 Employee Life/Accident Benefi… 53.90 533228 09/03/2024 AFLAC 112155 Employee Life/Accident Benefi… 32.63 533228 09/03/2024 AFLAC 112155 Employee Life/Accident Benefi… 22.36 533228 09/03/2024 AFLAC 112155 Employee Life/Accident Benefi… 61.87 Vendor 4015 - AFLAC Total: 170.76
Vendor: 13112 - Alexander Barnett
533229 09/03/2024 Alexander Barnett 080324 Mileage Reimbursement 7.44 Vendor 13112 - Alexander Barnett Total: 7.44
Vendor: 4060 - Allianz Life Insurance Co.
533230 09/03/2024 Allianz Life Insurance Co. August 24 Employee Life Insurance Augu… 53.00 Vendor 4060 - Allianz Life Insurance Co. Total: 53.00
Vendor: 0545 - Allied Waste Transfer Services (BFI Falcon TS) 533231 09/03/2024 Allied Waste Transfer Services …4404-000022782 Dump Fee 114.16 533231 09/03/2024 Allied Waste Transfer Services …4404-000022782 Dump Fee 382.44 533231 09/03/2024 Allied Waste Transfer Services …4404-000022782 Dump Fee 325.36 533231 09/03/2024 Allied Waste Transfer Services …4404-000022782 Dump Fee 114.16 Vendor 0545 - Allied Waste Transfer Services (BFI Falcon TS) Total: 936.12 Vendor: 12155 - Amazon Capital Services
533232 09/03/2024 Amazon Capital Services 17JV-1J74-G7JG ViewSonic 27" Monitor 159.85 533232 09/03/2024 Amazon Capital Services 17JV-1J74-G7JG Other 5.00 533232 09/03/2024 Amazon Capital Services 19KF-PKVM-K49Q Custom Personalized Text Na… 57.33 533232 09/03/2024 Amazon Capital Services 19KF-PKVM-K49Q 14 Pieces 4 Pt. Suspension Ha… 141.59 533232 09/03/2024 Amazon Capital Services 1VWY-X7GW-9FKY 8.5 X 11Clipboard with Storage 25.68 533232 09/03/2024 Amazon Capital Services 1VWY-X7GW-9FKY Windshield Wiper Blades Set o… 14.23 Vendor 12155 - Amazon Capital Services Total: 403.68
Vendor: 7408 - American Fidelity
11176 09/02/2024 American Fidelity 2361814A Employee Flexible Spending A… 1,329.98 Vendor 7408 - American Fidelity Total: 1,329.98
Vendor: 0285 - Amtech Elevator Services
533233 09/03/2024 Amtech Elevator Services 151401675137 Elevator Maintenance Septe… 671.34 Vendor 0285 - Amtech Elevator Services Total: 671.34
Vendor: 12257 - Aramsco Inc.
533234 09/03/2024 Aramsco Inc. S6588941.001 Floor Scrubber Repairs-Parts 615.80 533234 09/03/2024 Aramsco Inc. S6588941.001 Floor Scrubber Repairs-Labor 545.00 533235 09/03/2024 Aramsco Inc. S6601296.001 Brightline 14" X 24 White Poli… 233.61 Tuesday, September 03, 2024 Reg CC MTG, Page *5
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 2 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533235 09/03/2024 Aramsco Inc. S6622538.001 Center Pull Towels 6-Case 143.10 533235 09/03/2024 Aramsco Inc. S6622538.001 Black Liners B60 X H 36 X 58 1… 138.74 533235 09/03/2024 Aramsco Inc. S6622538.001 Neutra Klean "No Rinse" 176.75 533235 09/03/2024 Aramsco Inc. S6622538.001 Disinfecting Liquid Bleach Cle… 65.31 533235 09/03/2024 Aramsco Inc. S6622538.001 Can Liners 24 X 23 73.91 533235 09/03/2024 Aramsco Inc. S6622538.001 Toilet Tissue 9" 2-Ply Jumbo 290.65 533235 09/03/2024 Aramsco Inc. S6622538.001 Can Liners 24 X 32 87.43 533235 09/03/2024 Aramsco Inc. S6622538.001 Nitrile Blue Gloves 93.49 533235 09/03/2024 Aramsco Inc. S6622538.001 Can Liners 33 X 39 320.10 Vendor 12257 - Aramsco Inc. Total: 2,783.89
Vendor: 3334 - Autozone, Inc.
533236 09/03/2024 Autozone, Inc. 2859196716 Extra Strength Starting Fluid 8.99 533236 09/03/2024 Autozone, Inc. 2859196716 Tire Wet Foam 9.08 533236 09/03/2024 Autozone, Inc. 2859196716 Diesel exhaust Fluid 42.75 Vendor 3334 - Autozone, Inc. Total: 60.82
Vendor: 13115 - Briana Iwai
533237 09/03/2024 Briana Iwai 2004604.001 Refund-Tom Rico Deposit- Res… 200.00 Vendor 13115 - Briana Iwai Total: 200.00
Vendor: 3168 - California Banner & Sign Co.
533238 09/03/2024 California Banner & Sign Co. 20740 18" X 12" White Magnetic Sig… 107.62 533238 09/03/2024 California Banner & Sign Co. 20740 Pre-Spaced Lettering 33.08 533238 09/03/2024 California Banner & Sign Co. 20740 11" X 8-1/2" 1/8" Thick Choco… 132.30 533238 09/03/2024 California Banner & Sign Co. 20740 12" X 6" 1/8" Thick Chocolate … 110.25 Vendor 3168 - California Banner & Sign Co. Total: 383.25 Vendor: 6407 - California JPIA
533239 09/03/2024 California JPIA ENVIR01334 Pollution Liability Insurance FY… 1,087.50 533239 09/03/2024 California JPIA ENVIR01334 Pollution Liability Insurance FY… 1,087.50 Vendor 6407 - California JPIA Total: 2,175.00
Vendor: 6687 - Canon Financial Services, Inc.
533240 09/03/2024 Canon Financial Services, Inc. 34485644 Public Works & Recreation Co… 352.49 Vendor 6687 - Canon Financial Services, Inc. Total: 352.49 Vendor: 4629 - Cecelia Villa
533241 09/03/2024 Cecelia Villa 081524 Mileage Reimbursement 24.92 Vendor 4629 - Cecelia Villa Total: 24.92
Vendor: 0915 - Copy Rite Printing
533242 09/03/2024 Copy Rite Printing 39834 2,500 Window Envelopes 279.17 Vendor 0915 - Copy Rite Printing Total: 279.17
Vendor: 12695 - Dennis Jeremica
533243 09/03/2024 Dennis Jeremica 2004614.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 12695 - Dennis Jeremica Total: 40.00
Vendor: 1075 - Department of Justice
533244 09/03/2024 Department of Justice 7538848 Live Scan July 24 32.00 Vendor 1075 - Department of Justice Total: 32.00
Vendor: 2010 - Discount Pool & Spa Supply
533245 09/03/2024 Discount Pool & Spa Supply 389371-1 Test Kit, Universal Pool 5-Way 33.06 533245 09/03/2024 Discount Pool & Spa Supply 389371-1 Easy Care, Fountec 64 oz 66.14 533245 09/03/2024 Discount Pool & Spa Supply 389999-1 E-Z Chlorine 1" Tablets 5 lb 88.18 Vendor 2010 - Discount Pool & Spa Supply Total: 187.38
Vendor: 4606 - Emma Kelley
533246 09/03/2024 Emma Kelley 082124 Reimbursement for Mileage &… 294.83 Vendor 4606 - Emma Kelley Total: 294.83
Vendor: 3015 - FedEx
533247 09/03/2024 FedEx 8-599-28202 Mailing Services 161.71 Vendor 3015 - FedEx Total: 161.71
Tuesday, September 03, 2024 Reg CC MTG, Page *6
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 3 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 13001 - Frederic Aboujaoude
533248 09/03/2024 Frederic Aboujaoude 081524 Mileage Reimbursement 44.22 Vendor 13001 - Frederic Aboujaoude Total: 44.22
Vendor: 12696 - Gary Guttormson
533249 09/03/2024 Gary Guttormson 2004606.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 12696 - Gary Guttormson Total: 40.00
Vendor: 3241 - Hinderliter, De Llamas & Associates
533250 09/03/2024 Hinderliter, De Llamas & Assoc…SIN042642 Measure L Tax & Audit Services 694.96 Vendor 3241 - Hinderliter, De Llamas & Associates Total: 694.96 Vendor: 3052 - Home Depot Credit Services
533251 09/03/2024 Home Depot Credit Services 1520625 AA Battery 24-Pk 13.09 533251 09/03/2024 Home Depot Credit Services 1520625 Rust Dissolver Spray Ge 32 oz 14.19 533251 09/03/2024 Home Depot Credit Services 1520625 Multi Brush Set 12.09 533251 09/03/2024 Home Depot Credit Services 1520625 Carpet Odor Eliminator 30 oz 14.50 533251 09/03/2024 Home Depot Credit Services 1520625 C Battery 12-Pk 16.39 533251 09/03/2024 Home Depot Credit Services 1520625 1 qt. Premium Paint Remover… 18.72 533251 09/03/2024 Home Depot Credit Services 1520625 AAA Battery 60-PK 21.91 533251 09/03/2024 Home Depot Credit Services 1520625 D Battery 12-Pk 16.39 533251 09/03/2024 Home Depot Credit Services 4526043 Protective Enamel Gloss Leath… 72.74 533251 09/03/2024 Home Depot Credit Services 4526043 Paint Recycle 1.95 533251 09/03/2024 Home Depot Credit Services 4526043 3 oz. Anti-Slip Floor Finish Add… 9.97 533251 09/03/2024 Home Depot Credit Services 4526043 12 oz. Flat Rusty Metal Primer… 15.39 533251 09/03/2024 Home Depot Credit Services 4526043 Cut Resistant Dipped Work Gl… 7.13 533251 09/03/2024 Home Depot Credit Services 4526043 Pro Gloss Hunter Green 72.74 533251 09/03/2024 Home Depot Credit Services 4526043 Paint, Concrete St 40.77 533251 09/03/2024 Home Depot Credit Services 5013680 Water Bottle Deposit 7.20 533251 09/03/2024 Home Depot Credit Services 5013680 Bottle Water 24-Pk 29.88 533251 09/03/2024 Home Depot Credit Services 5013680 Disinfecting Liquid Bleach Cle… 18.48 533251 09/03/2024 Home Depot Credit Services 5013680 5/16" Zinc-Plated Grade 43 Cl… 21.10 533251 09/03/2024 Home Depot Credit Services 5013680 Torch with Instant Start/Stop I… 49.59 533251 09/03/2024 Home Depot Credit Services 5013680 1/4" x 70" Grade 30 Galvanize… 185.70 533251 09/03/2024 Home Depot Credit Services 5353202 50 lb Quick Concrete 6.58 533251 09/03/2024 Home Depot Credit Services 5523456 5/16" x 50" Grade 43 Zinc Plat… 153.25 533251 09/03/2024 Home Depot Credit Services 5523456 3/8" MIP x 1/4" FIP Brass Bush… 12.02 533251 09/03/2024 Home Depot Credit Services 5523456 1/2" MIP x 1/4"FIP Brass Bush… 12.28 533251 09/03/2024 Home Depot Credit Services 5523456 3/4" FHT x 1/2" FIP Brass Adap… 25.27 533251 09/03/2024 Home Depot Credit Services 7531525 22 oz. Stainless Steel Cleaner … 19.80 533251 09/03/2024 Home Depot Credit Services 7531525 Hand Soap 128 oz 22.01 533251 09/03/2024 Home Depot Credit Services 7531525 Duster Multi-Surface Refills 17.61 533251 09/03/2024 Home Depot Credit Services 7531525 All Purpose Cleaner 16.52 533251 09/03/2024 Home Depot Credit Services 7531525 Industrial Pro Spray Bottle 15.39 533251 09/03/2024 Home Depot Credit Services 7531525 Lysol All Purpose 144 oz 13.87 533251 09/03/2024 Home Depot Credit Services 7531525 32 oz. E-Z Fill Spray Bottle 21.96 533251 09/03/2024 Home Depot Credit Services 7531525 Multi-Surface Painter's Tape 8.80 533251 09/03/2024 Home Depot Credit Services 7531525 Plastic Putty Knife Set, 3-Pk 8.78 533251 09/03/2024 Home Depot Credit Services 7531525 Multi-Purpose Microfiber Tow… 20.51 533251 09/03/2024 Home Depot Credit Services 7531525 Dawn Dish Soap 56 oz 9.34 Vendor 3052 - Home Depot Credit Services Total: 1,043.91 Vendor: 12757 - Jenna Barnett
533252 09/03/2024 Jenna Barnett 080924 Mileage Reimbursement 9.92 Vendor 12757 - Jenna Barnett Total: 9.92
Vendor: 12069 - Joe A. Gonsalves & Son
533253 09/03/2024 Joe A. Gonsalves & Son 161854 Consulting Services August 24 3,000.00 Vendor 12069 - Joe A. Gonsalves & Son Total: 3,000.00
Vendor: 7498 - Johnson Controls Security Solutions
533254 09/03/2024 Johnson Controls Security Solu…40457902 Museum Security September … 302.48 Vendor 7498 - Johnson Controls Security Solutions Total: 302.48 Tuesday, September 03, 2024 Reg CC MTG, Page *7
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 4 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 4528 - Joseph Vida
533255 09/03/2024 Joseph Vida 081224 Mileage Reimbursement 69.68 Vendor 4528 - Joseph Vida Total: 69.68
Vendor: 3130 - L.A. County Department of Animal Care & Control 533256 09/03/2024 L.A. County Department of An…July 24 Animal Housing July 24 -1,083.00 533256 09/03/2024 L.A. County Department of An…July 24 Animal Housing July 24 7,441.36 Vendor 3130 - L.A. County Department of Animal Care & Control Total: 6,358.36 Vendor: 3187 - L.A. County Department of Public Works
533257 09/03/2024 L.A. County Department of Pu… RE-PW-24081300348 Industrial Waste June 24 3,899.64 533257 09/03/2024 L.A. County Department of Pu… RE-PW-24081300418 Kits Monitoring & Reports Jun… 649.44 533257 09/03/2024 L.A. County Department of Pu… RE-PW-24081300424 Traffic Engineering Advisory J… 236.67 Vendor 3187 - L.A. County Department of Public Works Total: 4,785.75 Vendor: 3048 - L.A. County Sheriff's Department
533258 09/03/2024 L.A. County Sheriff's Departm… 250108MR Traffic Enforcement July 24 1,318.41 533258 09/03/2024 L.A. County Sheriff's Departm… 250109MR Special Events-Firework Suppr… 7,664.45 533258 09/03/2024 L.A. County Sheriff's Departm… 250180SS July 24 323,427.33 533258 09/03/2024 L.A. County Sheriff's Departm… 250180SS July 24 40,324.25 Vendor 3048 - L.A. County Sheriff's Department Total: 372,734.44 Vendor: 7541 - LAE Associates, Inc.
533259 09/03/2024 LAE Associates, Inc. 24-455 LAE - 247 Project 11,553.50 Vendor 7541 - LAE Associates, Inc. Total: 11,553.50
Vendor: 3331 - Lee's Tires
533260 09/03/2024 Lee's Tires 89907 2018 Nissan Leaf Tire Replac… 19.59 533260 09/03/2024 Lee's Tires 89907 2018 Nissan Leaf Tire Replac… 33.04 Vendor 3331 - Lee's Tires Total: 52.63
Vendor: 12247 - LegalShield
533261 09/03/2024 LegalShield August 24 Employee Legal Insurance Be… 88.45 Vendor 12247 - LegalShield Total: 88.45
Vendor: 6442 - Lincoln National Life Insurance Co.
11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 214.67 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 37.44 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 21.84 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 109.05 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 173.65 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 34.84 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 29.16 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 5.20 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 10.40 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 38.21 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 72.80 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 264.86 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 155.73 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 27.56 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 27.56 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 104.98 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 95.84 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 31.20 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 29.12 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 128.40 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 45.76 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 138.76 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 15.60 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 49.54 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 13.55 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 3.12 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 7.78 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 2.08 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 4.16 Tuesday, September 03, 2024 Reg CC MTG, Page *8
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 5 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 35.88 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 6.24 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 30.65 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 27.56 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 135.65 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 5.20 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 29.16 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 119.08 11175 09/02/2024 Lincoln National Life Insurance…4735817557 Employee Life/STD/LTD Insur… 537.28 Vendor 6442 - Lincoln National Life Insurance Co. Total: 2,819.56 Vendor: 12839 - Linda Okumura
533262 09/03/2024 Linda Okumura 082324 Line Dancing Class Instructor 3,173.10 Vendor 12839 - Linda Okumura Total: 3,173.10
Vendor: 6110 - Loprest, Division of WRT
533263 09/03/2024 Loprest, Division of WRT 0424-12 Bray 8" Wafer Butterfly Valve,… 641.44 Vendor 6110 - Loprest, Division of WRT Total: 641.44
Vendor: 6859 - Los Altos Trophy
533264 09/03/2024 Los Altos Trophy 96034 Baseball Antique Gold Resin … 63.50 533264 09/03/2024 Los Altos Trophy 96034 Gold Baseball Medal w/ 7/8" … 824.12 533264 09/03/2024 Los Altos Trophy 96034 Generic Baseball Figure, 1st Pl… 346.13 533264 09/03/2024 Los Altos Trophy 96034 Generic Baseball Figure, 2nd P… 322.48 Vendor 6859 - Los Altos Trophy Total: 1,556.23
Vendor: 3085 - Mark's Lock & Safe, Inc.
533265 09/03/2024 Mark's Lock & Safe, Inc. 0000037451 Padlock, Laminated Steel 1-9/… 302.97 533265 09/03/2024 Mark's Lock & Safe, Inc. 0000037451 Rekey Padlock 292.80 533265 09/03/2024 Mark's Lock & Safe, Inc. 0000037460 Duplicate Key Standard 20.68 Vendor 3085 - Mark's Lock & Safe, Inc. Total: 616.45
Vendor: 12377 - Marlson Han
533266 09/03/2024 Marlson Han 2004618.001 Refund-Gymnasium Deposit- … 100.00 Vendor 12377 - Marlson Han Total: 100.00
Vendor: 3217 - MissionSquare Retirement
11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 13,559.47 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 1,557.13 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 372.81 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 32.26 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 168.90 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 131.11 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 386.58 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 289.55 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 245.05 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 213.26 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 228.10 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 432.62 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 200.02 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 32.97 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 25.34 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 399.66 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 101.45 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 108.79 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 168.87 11171 08/22/2024 MissionSquare Retirement PE081624 Deferred Compensation Pay D… 1,072.36 Vendor 3217 - MissionSquare Retirement Total: 19,726.30 Vendor: 4669 - Mondher Saied
11179 09/01/2024 Mondher Saied September 24 Cobra Benefits September 24 347.30 11179 09/01/2024 Mondher Saied September 24 Cobra Benefits September 24 424.48 Vendor 4669 - Mondher Saied Total: 771.78
Tuesday, September 03, 2024 Reg CC MTG, Page *9
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 6 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 13120 - Noriel Bermudez
533267 09/03/2024 Noriel Bermudez 2004609.001 Refund-Hourly Gym Fee- Resi… 188.00 Vendor 13120 - Noriel Bermudez Total: 188.00
Vendor: 7496 - Numa Networks
533268 09/03/2024 Numa Networks 36711 SSL Security Certificate-1 Year… 124.99 533268 09/03/2024 Numa Networks 36716 Lomita Park-UPS 1,248.45 Vendor 7496 - Numa Networks Total: 1,373.44
Vendor: 12004 - Occupational Health Centers of CA, A Medical Grp 533269 09/03/2024 Occupational Health Centers o…84069947 Pre-Employee Physical Exam 167.00 Vendor 12004 - Occupational Health Centers of CA, A Medical Grp Total: 167.00 Vendor: 6594 - Office Depot Business Solutions, LLC
533270 09/03/2024 Office Depot Business Solutio… 377641778001 Manila Fastener Folders, Legal… 56.77 533270 09/03/2024 Office Depot Business Solutio… 377641778001 Invisible Tape 8.85 Vendor 6594 - Office Depot Business Solutions, LLC Total: 65.62 Vendor: 12152 - OpenGov, Inc.
533271 09/03/2024 OpenGov, Inc. INV00013600 Budgeting & Planning Software 20,000.00 Vendor 12152 - OpenGov, Inc. Total: 20,000.00
Vendor: 3446 - Pacific Coast Glove & Safety, Inc.
533272 09/03/2024 Pacific Coast Glove & Safety, I… 10081771 Embroidery Custom w/Patch 55.13 Vendor 3446 - Pacific Coast Glove & Safety, Inc. Total: 55.13 Vendor: 4105 - Pacific Western Bank
11169 08/22/2024 Pacific Western Bank PE082224 State Tax Withholdings-Pay E… 7,255.45 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 2,700.02 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 18,814.76 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 9.42 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 282.44 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 104.04 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 155.57 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 34.06 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 30.92 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 8.77 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 258.14 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 38.13 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 9.01 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 154.52 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 114.65 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 17.16 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 126.83 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 138.81 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 150.04 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 150.82 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 36.97 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 54.65 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 9.54 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 13.15 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 7.80 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 1.06 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 53.83 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 30.13 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 138.02 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 34.42 11170 08/22/2024 Pacific Western Bank PE082224A Federal & Medicare Taxes-Pay… 537.07 Vendor 4105 - Pacific Western Bank Total: 31,470.20
Vendor: 4080 - PERS Long-Term Care Program
533273 09/03/2024 PERS Long-Term Care Program 15428050 Employee Long Term Care Ins… 336.88 533273 09/03/2024 PERS Long-Term Care Program 15428050 Employee Long Term Care Ins… 59.45 Vendor 4080 - PERS Long-Term Care Program Total: 396.33 Tuesday, September 03, 2024 Reg CC MTG, Page *10
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 7 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 12847 - Peter Nishita
533274 09/03/2024 Peter Nishita 2004617.001 Refund-Gymnasium Deposit- … 100.00 Vendor 12847 - Peter Nishita Total: 100.00
Vendor: 13096 - Peter-Paul Bassily
533275 09/03/2024 Peter-Paul Bassily 082024 Adult Basketball Scorekeeping 90.00 Vendor 13096 - Peter-Paul Bassily Total: 90.00
Vendor: 7206 - Pitney Bowes
533276 09/03/2024 Pitney Bowes 081324 Reserve Postage Account 3,000.00 Vendor 7206 - Pitney Bowes Total: 3,000.00
Vendor: 7223 - Pitney Bowes Global Financial Services LLC. 533277 09/03/2024 Pitney Bowes Global Financial …3106783355 July-September 24 Postage M… 428.05 Vendor 7223 - Pitney Bowes Global Financial Services LLC. Total: 428.05 Vendor: 12512 - Prints Pacific, Inc.
533278 09/03/2024 Prints Pacific, Inc. 20646 Embroidery Tape Charge 16.54 533278 09/03/2024 Prints Pacific, Inc. 20646 Port Authority Full Zip Jacket 33.08 533278 09/03/2024 Prints Pacific, Inc. 20646 Port Authority Nylon Twill Cap 33.08 533278 09/03/2024 Prints Pacific, Inc. 20646 Port Authority 65/35 Silk Touc… 140.40 533278 09/03/2024 Prints Pacific, Inc. 20648 Sweater Fleece Vest-W. Uphoff 121.28 533278 09/03/2024 Prints Pacific, Inc. 20648 Port Authority Ladies Pique Po… 147.56 Vendor 12512 - Prints Pacific, Inc. Total: 491.94
Vendor: 4090 - Public Employee Retirement System
11172 08/27/2024 Public Employee Retirement S…PE070524-01 Retirement Contributions Pay … 116.22 11172 08/27/2024 Public Employee Retirement S…PE070524-01 Retirement Contributions Pay … 65.38 11172 08/27/2024 Public Employee Retirement S…PE070524-01 Retirement Contributions Pay … 118.62 11172 08/27/2024 Public Employee Retirement S…PE070524-01 Retirement Contributions Pay … 66.72 11173 08/28/2024 Public Employee Retirement S…PE071924-01 Retirement Contributions Pay … 181.60 11173 08/28/2024 Public Employee Retirement S…PE071924-01 Retirement Contributions Pay … 185.34 11174 08/29/2024 Public Employee Retirement S…PE080224-01 Retirement Contributions-Pay… 188.91 11174 08/29/2024 Public Employee Retirement S…PE080224-01 Retirement Contributions-Pay… 192.76 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 13,793.34 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 27.17 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 940.54 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 634.16 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 392.99 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 212.31 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 240.59 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 289.38 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 269.56 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 628.08 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 353.84 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 188.56 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 214.11 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 669.38 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 1,020.63 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 381.75 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 159.49 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 523.61 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 355.31 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 345.78 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 322.60 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 390.05 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 750.09 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 395.42 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 353.63 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 528.22 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 159.37 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 283.32 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 48.39 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 34.37 Tuesday, September 03, 2024 Reg CC MTG, Page *11
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 8 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 19.29 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 43.94 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 3.02 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 165.98 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 211.39 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 64.52 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 68.74 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 77.17 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 89.86 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 580.98 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 294.30 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 188.56 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 867.35 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 1,189.50 11177 08/28/2024 Public Employee Retirement S…PE081624 Retirement Contributions-Pay… 1,678.51 Vendor 4090 - Public Employee Retirement System Total: 31,564.70 Vendor: 12265 - R C Foster Corporation
533279 09/03/2024 R C Foster Corporation 01-24-031 CWPF-16" BFV & Actuator Re… 7,068.57 533279 09/03/2024 R C Foster Corporation 01-24-031 CWPF-16" BFV & Actuator Re… 444.00 533279 09/03/2024 R C Foster Corporation 01-24-031 CWPF-16" BFV & Actuator Re… 2,023.20 533279 09/03/2024 R C Foster Corporation 01-24-031 CWPF-16" BFV & Actuator Re… 3,211.01 Vendor 12265 - R C Foster Corporation Total: 12,746.78
Vendor: 13067 - Rainbow Engineering Associates, Inc
533280 09/03/2024 Rainbow Engineering Associat… 001 Professional Engineering Servi… 5,940.00 Vendor 13067 - Rainbow Engineering Associates, Inc Total: 5,940.00 Vendor: 12754 - Recap Advisors, LLC
533281 09/03/2024 Recap Advisors, LLC 0091946 Consulting Svcs-RAD Repositi… 73.75 Vendor 12754 - Recap Advisors, LLC Total: 73.75
Vendor: 12285 - Roadline Products Inc. USA
533282 09/03/2024 Roadline Products Inc. USA 20283 Street Signs 196.25 533282 09/03/2024 Roadline Products Inc. USA 20283 Street Signs 324.52 533282 09/03/2024 Roadline Products Inc. USA 20283 Street Signs 413.44 Vendor 12285 - Roadline Products Inc. USA Total: 934.21 Vendor: 3066 - Rusher Air Conditioning
533283 09/03/2024 Rusher Air Conditioning 2102609 A/C Diagnostic 539.00 Vendor 3066 - Rusher Air Conditioning Total: 539.00
Vendor: 3134 - S & J Supply Co., Inc.
533284 09/03/2024 S & J Supply Co., Inc. S100233720.001 Fire Hydrant 6 Hole 4" X 2-1/2… 6,041.70 Vendor 3134 - S & J Supply Co., Inc. Total: 6,041.70
Vendor: 7233 - Siteone Landscape Supply, LLC
533285 09/03/2024 Siteone Landscape Supply, LLC 144940079-001 Tree Tie Self-Locking Black 36" 3.44 533285 09/03/2024 Siteone Landscape Supply, LLC 144940079-001 Tree Stake Lodge Pole Treated… 14.62 Vendor 7233 - Siteone Landscape Supply, LLC Total: 18.06 Vendor: 5050 - Southern California Edison Co.
533223 08/27/2024 Southern California Edison Co. 700037130331-081624 City Hall 9,065.58 533223 08/27/2024 Southern California Edison Co. 700154659268-081424 Traffic Signals 33.82 533223 08/27/2024 Southern California Edison Co. 700315053620-081624 Lomita Park 17.21 533223 08/27/2024 Southern California Edison Co. 700480902095-082124 Narbonne Pedestrian Crosswa… 274.30 Vendor 5050 - Southern California Edison Co. Total: 9,390.91 Vendor: 13114 - T & G Global LLC
533286 09/03/2024 T & G Global LLC INV-3207 Lights Decoration for Tree Ligh… 9,636.75 Vendor 13114 - T & G Global LLC Total: 9,636.75
Vendor: 6085 - Thompson Building Materials
533287 09/03/2024 Thompson Building Materials IV-I71209 Marking Line 50# 56.01 533287 09/03/2024 Thompson Building Materials IV-I71319 60" Wood Broom Handle 9.10 533287 09/03/2024 Thompson Building Materials IV-I71319 Tampico Acid Brush 10.30 533287 09/03/2024 Thompson Building Materials IV-I71319 Heavy Duty Acidic Cleaner 11.01 Tuesday, September 03, 2024 Reg CC MTG, Page *12
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 9 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533287 09/03/2024 Thompson Building Materials IV-I71526 WD-40 13.81 533287 09/03/2024 Thompson Building Materials IV-I71526 1/4 Staples for T50 1250-Pk 13.85 Vendor 6085 - Thompson Building Materials Total: 114.08 Vendor: 12974 - Transtech Engineers, Inc.
533288 09/03/2024 Transtech Engineers, Inc. 20244456 Engineering & Land Developm… 435.00 Vendor 12974 - Transtech Engineers, Inc. Total: 435.00
Vendor: 9100 - Tripepi Smith and Associates
533289 09/03/2024 Tripepi Smith and Associates 12927 Citywide Communication & E… 3,514.44 533289 09/03/2024 Tripepi Smith and Associates 12927 Citywide Communication & E… 3,514.44 Vendor 9100 - Tripepi Smith and Associates Total: 7,028.88 Vendor: 3037 - TS3 Fulfillment
533290 09/03/2024 TS3 Fulfillment 16942 Flex Fit, 10 Snap/Mesh Back 787.26 533290 09/03/2024 TS3 Fulfillment 16942 Orange Long Sleeve Button D… 828.90 533290 09/03/2024 TS3 Fulfillment 16942 Flex Fit, 10 Snap/Mesh Back 198.34 533290 09/03/2024 TS3 Fulfillment 16942 Orange Long Sleeve Button D… 466.26 533290 09/03/2024 TS3 Fulfillment 16942 Orange Long Sleeve Button D… 777.10 533290 09/03/2024 TS3 Fulfillment 16942 Long Sleeve Orange T-Shirts 149.85 533290 09/03/2024 TS3 Fulfillment 16942 XXX Large Upcharge 12.50 533290 09/03/2024 TS3 Fulfillment 16942 Short Sleeve Orange T-Shirts 28.64 Vendor 3037 - TS3 Fulfillment Total: 3,248.85
Vendor: 0695 - Turf Star Inc.
533291 09/03/2024 Turf Star Inc. INV036651 Bag 334.69
533291 09/03/2024 Turf Star Inc. INV036651 Seal-Tube 109.02 533291 09/03/2024 Turf Star Inc. INV036651 Clamp-Seal 73.51 533291 09/03/2024 Turf Star Inc. INV036651 Bimini Folding Shade ASM 551.93 Vendor 0695 - Turf Star Inc. Total: 1,069.15
Vendor: 6477 - Verizon Wireless Government Mkts
533292 09/03/2024 Verizon Wireless Government… 9971509299 Community Development Dire… 38.38 Vendor 6477 - Verizon Wireless Government Mkts Total: 38.38 Vendor: 4130 - Vision Service Plan (CA)
533293 09/03/2024 Vision Service Plan (CA) 821054517 Cobra-August 24 56.56 533293 09/03/2024 Vision Service Plan (CA) 821054517 Cobra-August 24 10.33 533293 09/03/2024 Vision Service Plan (CA) 821054517 Cobra-August 24 12.62 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 440.09 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 59.67 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 16.06 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 42.39 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 22.95 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 22.95 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 38.24 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 43.62 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 45.90 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 41.31 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 88.83 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 34.45 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 2.30 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 4.59 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 9.18 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 4.59 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 37.09 533293 09/03/2024 Vision Service Plan (CA) 821054557 Employee Vision Insurance-Au… 118.69 Vendor 4130 - Vision Service Plan (CA) Total: 1,152.41
Vendor: 7373 - Wells Fargo Vendor Financial Services
533294 09/03/2024 Wells Fargo Vendor Financial … 5030946655 BP-70C55 Copier Lease August… 342.43 Vendor 7373 - Wells Fargo Vendor Financial Services Total: 342.43 Vendor: 12211 - Willdan Financial Services
533295 09/03/2024 Willdan Financial Services 00339377 CIP/Water-Related Project M… 5,593.00 Tuesday, September 03, 2024 Reg CC MTG, Page *13
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 10 of 13
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533295 09/03/2024 Willdan Financial Services 00339480 CIP/Water-Related Project M… 5,712.00 Vendor 12211 - Willdan Financial Services Total: 11,305.00 Vendor: 6410 - Wow Toyz
533296 09/03/2024 Wow Toyz 90591 Gift Shop Supplies-Sales Tax -86.97 533296 09/03/2024 Wow Toyz 90591 Wooden Passenger Express Tr… 329.20 533296 09/03/2024 Wow Toyz 90591 Super Locomotive Pullback-12… 197.66 533296 09/03/2024 Wow Toyz 90591 Wooden Animal Train Set 7 Pc 74.22 533296 09/03/2024 Wow Toyz 90591 Casey the Train Engineer Bear 72.63 533296 09/03/2024 Wow Toyz 90591 Wooden Train Whistle-12pc D… 49.61 533296 09/03/2024 Wow Toyz 90591 Classic Train Set 20-Pc 343.45 Vendor 6410 - Wow Toyz Total: 979.80
Vendor: 13117 - WWCleaning, LLC
533297 09/03/2024 WWCleaning, LLC 2109 Removal of Hard Water Stains… 675.00 533297 09/03/2024 WWCleaning, LLC 2109 Window Cleaning 2,400.00 Vendor 13117 - WWCleaning, LLC Total: 3,075.00
Vendor: 6102 - Yunex, LLC
533298 09/03/2024 Yunex, LLC 5610002853 Traffic Signal Response Call Ou… 687.61 Vendor 6102 - Yunex, LLC Total: 687.61
Vendor: 12679 - Yushi Kanazawa
533299 09/03/2024 Yushi Kanazawa 2004616.001 Refund-Gymnasium Deposit- … 100.00 Vendor 12679 - Yushi Kanazawa Total: 100.00
Vendor: 13118 - Zaynab Qazi
533300 09/03/2024 Zaynab Qazi 081624 Reimbursement for CEO Modu… 744.59 Vendor 13118 - Zaynab Qazi Total: 744.59
Grand Total: 615,147.41
Tuesday, September 03, 2024 Reg CC MTG, Page *14
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 11 of 13
Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 549,935.22
205 - State Gas Tax 5,993.94
220 - Proposition A Local Return 9,293.05
255 - Park Athletic 1,793.77
510 - Water Operations 35,598.13
520 - Water Capital 11,553.50
720 - Railroad Museum Foundation 979.80
Grand Total: 615,147.41
Account Summary
Account Number Account Name Payment Amount
100-000-2510.000 PERS 14,345.45
100-000-2524.000 Other Employee Deducti… 88.45
100-000-2535.000 Accident Insurance 53.90
100-000-2545.000 Vision Insurance 496.65
100-000-2550.000 Federal Withholding 21,514.78
100-000-2555.000 State Withholding 7,255.45
100-000-2560.000 Deferred Compensation 13,559.47
100-000-2563.000 Flex 125 Reimbursement 1,329.98
100-000-4465.000 Animal Care and Control -1,083.00
100-000-4510.000 Park Rentals 843.00
100-110-5207.000 Medicare 9.42
100-110-5217.000 PERS Tier 3 (2%@62) 27.17
100-110-5755.000 Special Department Supp… 121.28
100-125-5205.000 Health Insurance 2,205.79
100-125-5207.000 Medicare 282.44
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 6,588.19
100-125-5755.000 Special Department Supp… 198.92
100-130-5205.000 Health Insurance 519.76
100-130-5207.000 Medicare 104.04
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
100-130-5505.000 Office Supplies and Expe… 3,344.79
100-130-5710.000 Equipment Maintenance 428.05
100-210-5205.000 Health Insurance 283.14
100-210-5207.000 Medicare 155.57
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
100-210-5340.000 Professional Services 694.96
100-210-5710.000 Equipment Maintenance 20,000.00
100-230-5205.000 Health Insurance 203.26
100-230-5207.000 Medicare 34.06
100-230-5217.000 PERS Tier 3 (2%@62) 188.56
100-230-5345.000 Contractual Services 244.00
100-230-5460.000 Insurance - Liability and … 1,087.50
100-230-5755.000 Special Department Supp… 161.71
100-330-5320.000 Sheriff Contract 332,410.19
100-330-5323.000 Liability Trust Fund 40,324.25
100-335-5205.000 Health Insurance 202.67
100-335-5207.000 Medicare 30.92
100-335-5217.000 PERS Tier 3 (2%@62) 214.11
100-335-5505.000 Office Supplies and Expe… 25.68
Tuesday, September 03, 2024 Reg CC MTG, Page *15
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 12 of 13
Account Summary
Account Number Account Name Payment Amount
100-335-5515.000 Uniform Expense 223.10
100-335-5710.000 Equipment Maintenance 66.86
100-336-5325.000 Animal Care and Control 7,441.36
100-410-5205.000 Health Insurance 747.19
100-410-5207.000 Medicare 305.04
100-410-5216.000 PERS Tier 2 (2%@60) 669.38
100-410-5217.000 PERS Tier 3 (2%@62) 1,020.63
100-410-5415.000 Communications 38.38
100-410-5435.000 Training and Education 744.59
100-410-5515.000 Uniform Expense 147.56
100-440-5345.000 Contractual Services 1,373.44
100-440-5525.000 Equipment Under $5k 164.85
100-440-5605.000 Rents and Leases 694.92
100-605-5205.000 Health Insurance 901.34
100-605-5207.000 Medicare 163.53
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) 523.61
100-605-5340.000 Professional Services 17,680.00
100-605-5345.000 Contractual Services 4,136.31
100-605-5420.000 Mileage Reimbursement 113.90
100-610-5205.000 Health Insurance 421.21
100-610-5207.000 Medicare 114.65
100-610-5216.000 PERS Tier 2 (2%@60) 355.31
100-610-5217.000 PERS Tier 3 (2%@62) 345.78
100-710-5205.000 Health Insurance 386.20
100-710-5207.000 Medicare 143.99
100-710-5215.000 PERS Tier 1 (2.5%@55) 322.60
100-710-5217.000 PERS Tier 3 (2%@62) 390.05
100-710-5340.000 Professional Services 671.34
100-710-5405.000 Utilities 9,065.58
100-710-5705.000 General Maintenance 6,109.59
100-710-5710.000 Equipment Maintenance 1,495.49
100-730-5205.000 Health Insurance 426.93
100-730-5207.000 Medicare 288.85
100-730-5215.000 PERS Tier 1 (2.5%@55) 750.09
100-730-5217.000 PERS Tier 3 (2%@62) 395.42
100-730-5345.000 Contractual Services 3,173.10
100-730-5420.000 Mileage Reimbursement 24.92
100-730-5430.000 Conferences and Meetin… 294.83
100-735-5755.000 Special Department Supp… 9,636.75
100-740-5205.000 Health Insurance 728.33
100-740-5207.000 Medicare 150.82
100-740-5215.000 PERS Tier 1 (2.5%@55) 353.63
100-740-5216.000 PERS Tier 2 (2%@60) 528.22
100-740-5217.000 PERS Tier 3 (2%@62) 159.37
100-740-5405.000 Utilities 17.21
100-740-5510.000 Small Tools 9.10
100-740-5515.000 Uniform Expense 1,671.29
100-740-5705.000 General Maintenance 260.06
100-740-5710.000 Equipment Maintenance 734.46
100-750-5207.000 Medicare 36.97
100-750-5345.000 Contractual Services 302.48
100-750-5420.000 Mileage Reimbursement 17.36
205-610-5205.000 Health Insurance 299.61
205-610-5207.000 Medicare 64.19
205-610-5217.000 PERS Tier 3 (2%@62) 283.32
205-610-5335.000 Maintenance & License … 1,337.05
Tuesday, September 03, 2024 Reg CC MTG, Page *16
Warrant Register Payment Dates: 8/21/2024 - 9/3/2024
8/28/2024 1:40:38 PM Page 13 of 13
Account Summary
Account Number Account Name Payment Amount
205-610-5405.000 Utilities 308.12
205-610-5515.000 Uniform Expense 664.60
205-610-5705.000 General Maintenance 1,048.37
205-610-5710.000 Equipment Maintenance 18.07
205-620-5515.000 Uniform Expense 968.09
205-620-5705.000 General Maintenance 875.98
205-620-5710.000 Equipment Maintenance 126.54
220-340-5205.000 Health Insurance 51.94
220-340-5207.000 Medicare 13.15
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 9,125.91
255-760-5205.000 Health Insurance 39.79
255-760-5207.000 Medicare 7.80
255-760-5217.000 PERS Tier 3 (2%@62) 43.94
255-760-5335.163 Adult Soccer Official/Sco… 90.00
255-760-5506.000 Sport Supplies 1,612.24
510-000-2115.000 Accrued Expenses - Payr… 118.62
510-110-5207.000 Medicare 1.06
510-110-5217.000 PERS Tier 3 (2%@62) 3.02
510-125-5205.000 Health Insurance 508.33
510-125-5207.000 Medicare 53.83
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 142.93
510-130-5207.000 Medicare 30.13
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 309.09
510-220-5207.000 Medicare 138.02
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
510-230-5205.000 Health Insurance 203.23
510-230-5207.000 Medicare 34.42
510-230-5217.000 PERS Tier 3 (2%@62) 188.56
510-230-5460.000 Insurance - Liability and … 1,087.50
510-630-5205.000 Health Insurance 2,399.38
510-630-5207.000 Medicare 537.07
510-630-5215.000 PERS Tier 1 (2.5%@55) 867.35
510-630-5216.000 PERS Tier 2 (2%@60) 1,189.50
510-630-5217.000 PERS Tier 3 (2%@62) 2,123.33
510-630-5340.000 Professional Services 3,514.44
510-630-5505.000 Office Supplies and Expe… 37.08
510-630-5705.000 General Maintenance 19,916.86
510-630-5709.000 Equipment Maintenance… 641.44
520-840-5821.357 246th-247th-247th Pl - … 11,553.50
720-000-2210.000 Sales Tax Withholding -86.97
720-750-5513.000 Museum Gift Shop Expe… 1,066.77
Grand Total: 615,147.41
Project Account Summary
Project Account Key Payment Amount
**None** 615,147.41
Grand Total: 615,147.41
Tuesday, September 03, 2024 Reg CC MTG, Page *17
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Interim Public Works Director MEETING DATE: September 3, 2024
SUBJECT: Agreement with Excel Paving for the Street Reconstruction, Zone G – Phase 1 Project
RECOMMENDATION
Award a Public Works Agreement to Palp Inc. dba Excel Paving Company for Phase 1 of the Street Reconstruction Zone G Project in an amount of $1,084,650.00, plus a 15% contingency for unexpected costs for a total amount not to exceed $1,247,348; and, authorize the City Manager to execute the agreement.
BACKGROUND
Zone G of the City of Lomita Pavement Management Plan defines the areas located in the northeast part of the City, north of 253rd Street and east of Eshleman Ave. The streets in this area are in critical need of rehabilitation.
DISCUSSION
Staff has prepared specifications and plans to rehabilitate the streets in Zone G pursuant to the Pavement Management Plan adopted by the City Council. Rehabilitation will include full street reconstruction in most areas and asphalt overlay in others.
In July 2022, the design of the project was awarded to David Evans and Associates (DEA). Design was completed in May 2024 and this project is divided into four phases due to sequencing with water pipeline replacements and available funding for street rehabilitation. Phase 1 of the Zone G Street Reconstruction Project includes Nordman St., Turrell St., and Walnut St. (Turrell St. to the northern City border). This project also includes repairs to curb ramps on these streets.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 8a
Tuesday, September 03, 2024 Reg CC MTG, Page *18
2 Phase 1 of the Zone G Street Reconstruction Project was advertised on June 3, 2024, and the bid opening date was August 8, 2024. A total of eight (8) 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
Excel Paving Company $1,084,650.00
Sequel Contractors, Inc $1,091,200.00
Onyx Paving Company $1,144,000.00
Terra Pave Inc. $1,153,425.00
Sully Miller Contracting $1,249,555.00
Dash Construction Company, Inc. $1,268,449.50
All American Asphalt $1,431,430.00
Hardy and Harper $1,515,000.00
Excel Paving Company was determined to be the lowest responsible bidder, with a bid amount of $1,084,650.00.
After reviewing all required documents which were submitted and complete, staff recommends awarding a contract to Excel Paving Company, in the amount of $1,084,650.00. Staff also recommends authorizing a 15% contingency for unforeseen conditions, for a total contract budget of $1,247,348.
Phase 1 construction is anticipated to begin in October 2024 and the contract provides for 80 working days. Proper notifications and public outreach through the City’s regular outreach mediums will be used advising residents and motorists to use alternate routes when possible during construction.
FISCAL IMPACT
The project is included in the FY 2024-25 budget and is funded from the Street Fund, account number 311-810-5806.368.
OPTIONS
1. Approve staff’s recommendation.
2. Reject all bids and re-advertise.
3. Provide alternative direction.
ATTACHMENTS
Tuesday, September 03, 2024 Reg CC MTG, Page *19
3 1. Public Works Agreement Contract
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Interim Public Works Director
Tuesday, September 03, 2024 Reg CC MTG, Page *20
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 Palp Inc. dba Excel Paving Company (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 Street Reconstruction, Zone G – Phase I Project, bids were received, publicly opened, and declared on the date specified in the notice.
B. On Aug 6th, 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 Street Reconstruction, Zone G – Phase I 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 Street Reconstruction, Zone G – Phase I 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, September 03, 2024 Reg CC MTG, Page *21
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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Tuesday, September 03, 2024 Reg CC MTG, Page *22
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
Tuesday, September 03, 2024 Reg CC MTG, Page *23
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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Tuesday, September 03, 2024 Reg CC MTG, Page *24
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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Tuesday, September 03, 2024 Reg CC MTG, Page *25
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, September 03, 2024 Reg CC MTG, Page *26
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:
Palp Inc. dba Excel Paving Company
2230 Lemon Ave, Long Beach CA 90806
Attention: Curtis P. Brown III, 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
Tuesday, September 03, 2024 Reg CC MTG, Page *27
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. 688659
CONTRACTOR:
Palp Inc. dba Excel Paving Company
2230 Lemon Ave, Long Beach CA 90806
Attention: Curtis P. Brown III, President
By:
DATE
CONTRACTOR’S Business Phone 562-599-5841
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
STREET RECONSTRUCTION, ZONE G – PHASE I
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:
D-12
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Exhibit A: Notice to Bid Package
CITY OF LOMITA
24300 Narbonne Avenue
Lomita, CA 90717
CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR
Street Reconstruction
ZONE G - PHASE 1
BID OPENING
July 25, 2024
1:00 PM
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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-6
BID BOND (10%) ………………………………….……………………………. C-8
LIST OF SUBCONTRACTORS ……………………………………………….. C-9
CONSTRUCTION PROJECT REFERENCES………………………….……. C-10
VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS ……..……….…... C-11 DISQUALIFICATION OR DEBARMENT …………………………..…….…... C-12
SECTION D – DOCUMENTS TO BE COMPLETED AND DELIVERED TO CITY
AFTER AWARD OF CONTRACT
PUBLIC WORKS AGREEMENT ................................................................. D-2 CONSTRUCTION OR SERVICE CONTRACT ENDORSEMENT .............. .D-11 PERFORMANCE BOND ............................................................................. D-13 LABOR AND MATERIAL BOND ……………………………………............... D-15 WORKERS' COMPENSATION INSURANCE CERTIFICATION.................. D-18 SECTION E – PROJECT SPECIFICATIONS
SECTION F – PROJECT PLANS
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APPENDIX I –CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING
SUMMARY
APPENDIX II – CITY OF LOMITA STANDARD PLANS
APPENDIX III – LOS ANGELES COUNTY SANITATION DISTRICTS SEWER
MANHOLE ADJUSTMENT PROCEDURES
APPENDIX IV – CITY OF LOMITA TRASH COLLECTION SCHEDULE
APPENDIX V – CITY OF LOMITA STREET SWEEIPING SCHEDULE
APPENDIX VI – APWA STANDARD PLANS
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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 25, 2024, at which time all bids will be publicly opened and read in the City Council Chamber at the above address for:
STREET RECONSTRUCTION ZONE G - PHASE 1
This project consists of pavement rehabilitation and upgrading curb ramps to current ADA Standards. The work to be done, in general, consists of furnishing all material, tools, equipment, and incidentals to construct asphalt concrete pavement, Portland cement concrete sidewalk, curb, gutter, cross gutter, ramps, striping, and adjust surface utility box, frame, and cover to grade.
Note: The plan drawings include both Phase 1 and Phase 2, however this Notice to Bid is only for Phase 1 and the quantities in the bid item list reflect Phase 1 only. Portions pertaining to Phase 2 have been crossed out in the plans.
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 “STREET RECONSTRUCTION ZONE G - PHASE 1”
Plans and Specifications may be downloaded and printed from the City’s website at no charge at:
http://www.lomita.com/cityhall/business/index.cfm?p=bids_RFP/index.cfm 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 at [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 subsequent to obtaining the official form of proposal.
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Addenda will be posted on the City website, but it shall be the bidder’s responsibility to inquire for any addenda/updates to this Notice Inviting Bid prior to submitting their bid.
Each proposal must be accompanied by a cash deposit, a certified or cashier's check, or a bidder's bond, made payable to the City of Lomita, in an amount not less than 10 percent of the total bid submitted.
The successful bidder will be required to furnish a faithful performance bond in the amount of 100 percent of the contract price, and a payment bond in the amount of 100 percent of the contract price, both in a form satisfactory to the City Attorney. The successful bidder will also be required to pay the State of California prevailing wage scale as determined by the Department of Industrial Relations, available at http://www.dir.ca.gov/Public-Works/PublicWorks.html.
The City reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received. The award, if made, will be made to the lowest responsible bidder. Plans and Specifications will be available for review at City Hall.
The contractor shall possess a valid State of California Contractors License, Class A.
All work shall be completed within 80 working days from the date of the Notice to Proceed (NTP).
All questions regarding this bid must be submitted in writing on or before 1:00 PM on July 9, 2024, via email at [email protected] and [email protected].
Published in Daily Breeze on June 17, 2024, and July 8, 2024 Kathleen Horn Gregory, CMC,
City Clerk
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SECTION B
INSTRUCTIONS TO BIDDERS
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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 the construction of street rehabilitation projects which have been successfully completed in the State of California with a construction cost of at least $1 million during the past 5 years.
c. The Contractor or the Subcontractor performing the construction of street rehabilitation shall have a minimum of 10 years’ experience under the same name and California Contractor’s License.
d. The Contractor shall perform above 50% of the contract with its own forces. 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.
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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 any and all sales or use taxes. The Bid Proposal must be completed in ink or in typewritten form.
The bid sum and all bid amounts on the form must be stated in words and numerals; in case of a conflict, words will take precedence.
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In the case of discrepancy between unit bid price and total bid, the unit price shall prevail.
V. BID BOND
Each bid shall be accompanied by Bidder's Security in an amount equal to ten (10) percent of the bid amount, which security shall be lawful money of the United States of America and in one of the following forms: (i) cashier's check made payable to the City of Lomita, (ii) certified check made payable to the City of Lomita, or (iii bid bond executed by an admitted surety insurer and made payable to the City of Lomita. City Bid Bond form must be used.
VI. NON-RESPONSIVE BIDS AND BID REJECTION
1. A Bid in which any one (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) 7) Construction Permit Application Form
8) Business License Application Form
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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 execute a Public Works Agreement. A no fee Excavation Permit will be issued by the City of Lomita for this project. The Contractor shall obtain a City of Lomita Business License.
XI. INSURANCE
The Contractor shall maintain Automobile Liability, General Liability and Workers' Compensation Insurance as specified in the Public Works Agreement included in 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 July 9, 2024 via email at [email protected] and [email protected]. Questions received after this date may not be considered.
XIII. LABOR CODE – SB 854
The bidder shall be registered with the Department of Industrial Relations (DIR) in accordance with the provisions of Section 1771.1 of the California Labor Code, as amended by SB 854. No public work contract may be awarded to a non-registered contractor or subcontractor after April 15, 2015.
XIV. PREVAILING WAGE
Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/DLSR/PWD
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XV. GUIDELINES DURING COVID-19 PANDEMIC
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. 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 pandemic conditions that may be announced 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
The Contractor shall coordinate construction with property owners neighboring project limits. Provide notifications to affected properties at least 5 days prior to placement of slurry seal. The notification shall be performed by the Contractor by preparing and delivering door hanger notices to each resident/property owner to be affected by the placement of slurry seal. Such door hangers must be first approved by the Engineer.
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SECTION C
BID DOCUMENTS
(TO BE SUBMITTED WITH BID PACKAGE)
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BIDDER’S PROPOSAL
STREET RECONSTRUCTION ZONE G – PHASE 1
Company:
Honorable Mayor and Members
of the Lomita City Council
Lomita, California
In accordance with the Notice Inviting Bids pertaining to the receiving of sealed proposals by the City Clerk of the City of Lomita for the above titled improvement, the undersigned hereby proposes to furnish all Work to be performed in accordance with the Plans, Specifications, Standard Drawings, and the Contract Documents, for the unit price or lump sum set forth in the following schedule.
The undersigned hereby acknowledges that he/she has examined the copies of the plans, specifications and all Contract Documents for this project and is fully aware of scope of the work.
The undersigned also acknowledges that he/she has examined the project site and locality where the work is to be performed and the legal requirements and conditions affecting the cost, progress, and performance of the work in strict accordance with the Contract Documents.
The undersigned also acknowledges that timely completion o f t h e p r o j e c t is important to the City. Therefore, time being of the essence, he/she proposes that the work will commenced and 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 80 working days from the date the notice to proceed is issued by the Engineer.
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Street Reconstruction Zone G - Phase 1
PROJECT BID SCHEDULE
Bid
Item
No.
Unit
Price Item Description Qty. Unit Total Bid
1 2
Mobilization and Demobilization 1
1 LS
LS
LS
LS
LS
SF
SF
SF
SF
LF
$
$
$
$
$
$
$
$
$
$
$
Construction Survey and
Monumentation $
$
$
3 Traffic Control 1
Water Pollution Control, BMPs, and
Preparation of SWPPP 4 1
5 Clearing and Grubbing 1 $
6 Remove 4” PCC Sidewalk. $
Construct 4” PCC Sidewalk.
Remove 8” PCC Cross Gutter.
Construct 8” PCC Cross Gutter.
650
450
1,345
1,345
65 7 $
$
$
$
$
$
$
$
8 9
10 Remove v a r i a b l e h e i g h t 5” to 7.5”
PCC Curb and Gutter.
11 12
13 14
Construct 5” to 7.5” PCC Curb and
Gutter.
65 110
110
55 LF
LF
LF
LF
$
$
$
$
Remove PCC Curb Variable Height up to
8” adjacent to PCC Cross Gutter.
Construct PCC Curb Variable Height up
to 8” adjacent to PCC Cross Gutter.
Construct PCC Retaining Curb.
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15 16
Remove PCC Curb Ramp. 4
6 EA
EA
$
$
$
$
Construct PCC Curb Ramp with
Yellow Detectable Warning Surface
Panel.
Unclassified Excavation ( Removal
and Disposal of Entire Pavement
Section and Base for Construction of
New Pavement Section).
17 2,640 CY $ $
18 19
Construct Asphalt Concrete. 2,565
1,370
TON
CY
$
$
$
$
Construct Crushed Aggregate Base.
Adjust Sewer and Storm Drain Manhole
20 Frame and Cover to Grade.
21 22
13 5
EA
EA
LS
$
$
$
$
$
$
Adjust Valve Box and Cover to Grade
(Water or Gas).
Remove Existing Striping, Markings,
Legends, Reflectors, and Raised
Pavement Markers
1 Furnish and Install Striping,
Markings, Reflectors, and Raised
Pavement Markers
23 1 LS $
$
$
TOTAL BID (Items 1 through 23)
TOTAL BID:
(Figures)
(Words)
*BID MAY BE REJECTED IF TOTAL IS NOT SHOWN IN FIGURES AND WORDS.
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 C-4
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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:
STREET RECONSTRUCTION ZONE G PHASE 1
2. 3.
That said proposal is genuine; that the same is not a 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: STREET RECONSTRUCTION ZONE G - PHASE 1 in compliance with the Specifications therefor under an invitation of said City contained in a notice or advertisement for bids or proposals; now if the bid or proposal of the said principal shall be accepted and if the said work be thereupon awarded to the principal by said City and if the said principal shall enter into a contract with the said City in accordance with said bid or proposal, or if the bid or proposal of the said principal is rejected, then this bond shall be void and of no effect and otherwise in full force and effect.
WITNESS our hands this day of , 2024.
Principal
Surety/Attorney-in-Fact
Signature
Name:
Local Address:
Phone No.:
Fax No.:
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LIST OF SUBCONTRACTORS
STREET RECONSTRUCTION ZONE G – PHASE 1
The Bidder is required to fill in the following blanks in accordance with the provisions of the Subletting and Subcontracting Fair Practices Act (Chapter 2 of Division 5, Title 1 of the Government Code of the State of California) and should familiarize itself with Section 3-3 of the Standard Specifications.
Item No. of
Work
Name of SubContractorLicense
Number Firm Address % of the Work
TOTAL % of Subcontractor’s work
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Subcontractors listed in accordance with the provisions of Section 3-3 must be properly licensed under the laws of the State of California for the type of work which they are to perform. Do not list alternate subcontractors for the same work.
CONSTRUCTION PROJECT REFERENCE
(Work similar in magnitude and degree of difficulty completed by Contractor within the past three [3] years.)
1. Name (Firm/Agency):
Address:
Contact Person:
Title of Project:
Project Location:
Date of Completion:
Email & Number:
Contract Amount: $
2. Name (Firm/Agency):
Address:
Contact Person:
Title of Project:
Project Location:
Date of Completion:
Email & Number.:
Contract Amount: $
3. Name (Firm/Agency):
Address:
Contact Person:
Title of Project:
Project Location:
Date of Completion:
Email & Number.:
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 STREET RECONSTRUCTION ZONE G - PHASE 1 Project, 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 STREET RECONSTRUCTION ZONE G– PHASE 1 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 Street Reconstruction ZONE G - PHASE 1 Project in the City of Lomita. The work shall be performed in accordance with the Plans and Specifications dated February 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 D-2
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Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this Agreement and all required bonds, insurance certificates, permits, notices and affidavits; and also, including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to 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 80 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 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 D-3
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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.
Labor Code § 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:
When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or
When the number of apprentices in training in the area exceeds a ratio of one to five, or
When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or When CONTRACTOR provides evidence that CONTRACTOR employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.
CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs registered apprentices or journeymen in any apprentice able trade on such contracts and if other contractors on the public works site are making such contributions.
CONTRACTOR and any subcontractor must comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices.
Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
CONTRACTOR and its subcontractors must keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with this Agreement. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by CITY, D-4
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CONTRACTOR must provide copies of the records at its cost.
6. LEGAL HOURS OF WORK: Eight (8) hours of labor shall constitute a legal day's work for all workmen employed in the execution of this contract, and CONTRACTOR and any subcontractor under it shall comply with and be governed by the laws of the State of California having to do with working hours set forth in Division 2, Part 7, Chapter 1, Article 3 of the Labor Code of the State of California as amended.
CONTRACTOR shall forfeit, as a penalty to CITY, twenty-five dollars ($25.00) for each laborer, workman or mechanic employed in the execution of the contract, by him or any subcontractor under it, upon any of the work hereinbefore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in violation of the Labor Code.
7. 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.
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b.
c.
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.
In the event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.
CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor will be for that entire portion or percentage of liability not attributable to the active negligence of City.
So much of the money due to 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.
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 D-6
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claims, losses and liabilities arising our of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.
9. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this Agreement. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.
10. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.
11. 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.
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15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession.
CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or always obtain during the term of this Agreement any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession. CONTRACTOR shall maintain a City of Lomita business license, if required under CITY ordinance.
16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for three years after the expiration of this Agreement. All such records shall be made available for inspection or audit by CITY at any time during regular business hours.
17. 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 all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this Agreement acknowledges that no representations, inducements, promises, or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements, or promise not contained in this Agreement shall not be valid or binding. Any modification of this Agreement will be effective only if signed by the party to be charged.
19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. The CITY’s City Manager may execute any such amendment on CITY’s behalf.
20. NOTICES: All notices permitted or required under this Agreement shall be in writing and shall be deemed made when delivered to the applicable party’s representative as provided in this Agreement. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.
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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 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 each and 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.
CONTRACTOR
By:
DATE
CONTRACTOR’S Business Phone
Emergency Phone at which CONTRACTOR can be reached at any time:
CITY OF LOMITA, CALIFORNIA
By:
DATE Ryan Smoot, CITY MANAGER
Kathleen Horn Gregory, CITY CLERK
Trevor Rusin, CITY ATTORNEY
ATTEST:
By:
By:
DATE
APPROVED AS TO FORM:
DATE
Attachments: Exhibit A: Contractor’s Bid Proposal
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CITY OF LOMITA
CONSTRUCTION OR SERVICE CONTRACT ENDORSEMENT
To be attached to and made a part of all policies insuring 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 any and all claims resulting from the undertaking specified in the contract known as:
PROPOSAL, SPECIFICATIONS, BOND, AND AFFIDAVIT
FOR
STREET RECONSTRUCTION ZONE G - PHASE 1
This hold harmless assumption on the part of the underwriters shall include all costs of investigation and defense, including claims based on damage to substructures not shown, not located on the plans, or shown incorrectly.
3. Not be cancelled except by notice to the City Attorney of the City of Lomita at least thirty (30) days prior to the date of cancellation.
4. 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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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 , 2024, with the said City of Lomita for the STREET RECONSTRUCTION ZONE G – PHASE 1,
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.
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PERFORMANCE BOND (CONTINUED)
In the event any suit, action or proceedings is instituted to recover on this bond or obligation, said Surety will pay, and does hereby agree to pay, as attorney's fees for said City, such sum as the Court in any such suit, action or proceeding may adjudge reasonable.
EXECUTED, SEALED AND DATED this day of , 2024.
CORPORATE SEAL PRINCIPAL(S):
BY
BY
CORPORATE SEAL SURETY:
BY
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LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:
That we,
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.
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LABOR AND MATERIAL BOND (CONTINUED)
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, THAT: WHEREAS, said Principal(s) have/has entered into or are/is about to enter into a certain written contract or agreement, dated as of the day of 2024, with the City of Lomita for the STREET RECONSTRUCTION ZONE G – PHASE 1, 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.
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LABOR AND MATERIAL BOND (CONTINUED)
The said Surety, for value received, hereby stipulates and agrees that no amendment, change, extension of time, alteration, or addition to said contract or agreement, or of any feature or item or items of performance required therein or thereunder, shall in any manner affect its obligations on or under this bond; and said Surety does hereby waive notice of any such amendment, change, extension of time, alteration, or addition to said contract or agreement, and of any feature or item or items of performance required therein or thereunder.
EXECUTED, SEALED AND DATED this day of , 2024.
CORPORATE SEAL PRINCIPAL:
BY
CORPORATE SEAL SURETY:
BY
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WORKERS' COMPENSATION INSURANCE CERTIFICATION
STREET RECONSTRUCTION ZONE G – PHASE 1
In compliance with Section 5-4 of the Standard Specifications, the CONTRACTOR shall complete and submit the following certification with a Certificate of Insurance before execution of the contract.
I am aware of, and will comply with, Section 3700 of the Labor Code, requiring every employer to be insured against liability for Workers' Compensation or to undertake selfinsurance before commencing any of the work.
DATED:
CONTRACTOR
By:
Signature
Title:
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SECTION E
PROJECT SPECIFICATIONS
The following Special Provisions supplement and amend the 2021 edition of the Standard Specifications for Public Works Construction (SSPWC “Greenbook”), and the Standard Specification of the State of California Department of Transportation (Caltrans), as noted herein. These Special Provisions have been arranged in a format that parallels the SSPWC “Greenbook” Standard Specifications. The Sections that follow supplement, but do not replace, the corresponding provisions in Part 1 (General Provisions) of the Standard Specifications, except as otherwise indicated herein. In the event of any conflict between the Standard Specifications and these General Provisions, these General Provisions shall control.
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PART 1 - GENERAL PROVISIONS
SECTION 1 - GENERAL, TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE,
AND SYMBOLS
1-2 TERMS AND DEFINITIONS. [Add or redefine the following:] AGENCY – The City of Lomita, herein referred to as City.
BOARD – The City Council of the City of Lomita, herein referred to as City Council.
ENGINEER –The Public Works Director/City Engineer of the City of Lomita, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.
CLAIM -- A separate demand by the Contractor for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the Agency. 1-7 AWARD AND EXECUTION OF THE CONTRACT.
1-7.1 General. [Replace the entire sub-section with the following:] Within twenty-one (21) calendar days after the date of the City’s award of contract, the Contractor shall execute and return all Contract Documents required by the City. The City reserves the right to terminate the award if the above requirement is not met. Such termination will result in the forfeiture of the Proposal 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. [Add the following to the Standard Specifications:] The "Performance Bond" shall remain in effect for one year following the date specified in the Notice of Completion or, if no Notice of Completion is recorded, for one year following the date of final acceptance of the project by the City Council.
SECTION 2 - SCOPE OF THE WORK
2-1 WORK TO BE DONE. [Add the following to the Standard Specifications:] E-2
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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. 2-2 PERMITS. [Replace the subsection with the following:] The Contractor shall obtain a Business License and Encroachment Permit before commencing construction.
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.
[Add the following subsections:]
2-5.4.2 TRAFFIC CONTROL PLAN - The Contractor shall prepare traffic control plans signed by a registered civil or traffic engineer in the State of California and submit them to the City for approval at or prior to the pre-construction meeting. The Contractor hereby understands and E-3
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agrees that failure to adhere to, or deviation from, the approved traffic control plans, without prior approval of the Engineer, shall constitute a breach of Contract.
Full compensation for complying with the submittal requirements, furnishing, placing and removing traffic control shall be on a lump sum basis per the Contract Unit Price. 2-5.4.3 TEMPORARY PAVEMENT MARKINGS - Temporary pavement markers/striping shall be provided by the Contractor prior to leaving the Work site. These temporary markings shall be as follows:
All temporary striping and signs shall be maintained, or replaced as necessary by the Contractor, until permanent striping is restored.
All costs associated with the above requirements shall be included in the Contract Lump Sum Price for Traffic Control.
2-5.4.4 TEMPORARY “NO PARKING" SIGNS - The Contractor is responsible for posting "Temporary No Parking" signs at least seventy-two (72) hours in advance of the first date of work and the required enforcement. If work is to begin on either a Monday or Tuesday, the Contractor shall post the signs on a Friday. Each sign must include text indicating the beginning and end dates and the hours in effect. "Tow-Away" and "No Parking" must be shown on each sign face. If it is required to temporarily restrict parking 24 hours/day, then "TowAway" and "No Parking Anytime" must be shown on each sign face. The signs shall be mounted on either 1” x 2” X 3’ high wood stakes, Type II barricades, or 39-inch-high delineators. Signs shall be spaced at approximately 100’ intervals on the effected side(s) of the street. Signs shall not be posted on trees, traffic signal poles, utility poles, streetlights, or any other street furniture.
Signs shall be professionally made of moisture-resistant, heavy-duty cardboard or other approved material. All signs shall be maintained by the Contractor and kept free of graffiti. Any sign that becomes illegible or is removed shall be replaced within twenty-four (24) hours. The Contractor shall only be permitted to restrict parking for the minimum time necessary to complete on-going work. The Contractor shall be responsible for removing and repost "Temporary No Parking" signs when work will be delayed for more than five (5) consecutive days, or if the work must go beyond the end date shown on the signs, or otherwise directed by the Engineer.
The Contractor shall obtain approval for the signs and the placement thereof from the Engineer. Immediately after this approval and posting, the Contractor shall notify Los Angeles County Sheriff Department – Lomita Station, (310) 539-1661 for review and enforcement. The parking restriction cannot be enforced until the signs have been in place 48 hours and the Police notified.
The Contractor shall maintain said signs through the day of work and shall remove all said signs on or within one (1) calendar day of the completion of work within the restricted parking area.
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Full compensation for furnishing, placing, maintaining, and removing temporary signs shall be considered as included in the Contract lump sum Price for Traffic Control. [Add the following subsections:]
2-5.4.5 STREET CLOSURES, DETOURS, BARRICADES
The Contractor shall conform to the requirements for street closures, detours, and barricades as stipulated in the Special Provisions. However, deviations from the requirements stipulated in the Special Provisions may be permitted upon written approval of the Public Works Director when such deviations are in the best interest of the City. [Replace the second paragraph of the Standard Specifications with the following:] The Contractor shall notify the Public Works Department at (310) 325-7110, at least ten (10) working days in advance of closing or partially closing any street and comply with their requirements. In addition, the Contractor shall notify the Los Angeles County Sheriff’s Department, (310) 539 -1661 and Los Angeles County Fire Department at (310) 326-2461 at least two (2) working days in advance of such closing.
[Add the following to the Standard Specifications:]
The Contractor shall install, maintain, and remove all temporary delineators, barricades, lights, warning signs and other devices necessary to control traffic as specified in the project plans, traffic control plans and these specifications. Materials for a temporary facility may be provided from new or used materials. If used materials are provided, they shall be sound, in good condition and otherwise meet the requirements of new materials. All traffic control devices shall be free of graffiti, and the Contractor shall be responsible to immediately clean and/or replace any device to the satisfaction of the Engineer.
Full compensation for furnishing, installing, maintaining, and removing the above traffic control devices shall be considered as included in the Contract Lump Sum for Traffic Control.
Where streets in which improvements are being constructed are specified hereinafter to be closed to through traffic, it shall be understood that such closures shall apply only to the portions of such streets where construction is in progress.
After award of the contract, the Contractor shall submit to the City its proposed schedule for closure based on the Traffic Control Plan and comply with the requirements specified herein.
This submittal shall be made sufficiently in advance (street closure schedules MUST be submitted ten (10) days prior to closing the affected street) of any rerouting or diversion of E-5
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traffic by the Contractor to allow for a review of the Contractor's proposed traffic control by the Public Works Director.
2-5.4.6 PROJECT CONSTRUCTION SIGNS AND PORTABLE CHANGEABLE MESSAGE SIGNS - The Contractor shall furnish and install signs at locations to be determined by the Engineer. The signs shall be in accordance with City of Lomita Standard Plan No. T503.
The Contractor shall furnish and install a maximum of (4) Portable Changeable Message signs (PCMS) per street section (one for each direction of travel) on the construction site for use during construction of the project and including two weeks prior to the start of construction.
Each PCMS shall be manufactured by Solar Tech and be model MB2 (contact BC Rentals at (714) 279-6868 for information). The Contractor shall install a locking device on each PCMS to prohibit access to the computer keyboard. The Contractor shall provide to the Engineer the key or combination to each locking device and the computer password to each PCMS OR possess any equipment, on any working day, to enter or modify a message for each PCMS as directed by the Engineer. Contractor shall relocate each PCMS as directed by Engineer at no additional cost to the City.
Full compensation for furnishing, installing, maintaining, and removing signs shall be on a lump sum basis as part of the Traffic Control Bid Item.
2-8 EXTRA WORK
[Add the following to the Standard Specifications:]
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.
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. [Add the following sentence to the first paragraph of the Standard Specifications to read as follows:]
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 E-6
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Work, the Contractor shall submit the control set to the Engineer for approval. Final payment will not be made until this requirement is met.
[Add the following subsections of the Standard Specifications:] 3-7.1.1 Plans. Included as part of the Contract Documents are the following, which show the location, character, dimensions, or details of the Work:
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.
3-7.2 Precedence of the Contract Documents. [Replace the entire subsection of the Standard Specifications with the following:]
If there is a conflict between any of the Contract Documents, the document highest in precedence shall control. The order of precedence shall be as follows:
1) Permits issued by other agencies.
2) Change Orders (including Plans and Specifications attached thereto). 3) Public Works Agreement
4) Addenda
5) Special Provisions
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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.
-3-8 SUBMITTALS.
Submittals are required for the following:
•
•
•
•
•
•
•
•
•
Construction Schedule
Traffic Control Plan (TCP) prepared by a registered Civil or Traffic Engineer Water Pollution Control Plan
Asphalt Concrete Mix Designs
Tack Coat Mix Designs
Pavement Fabric Type
Asphalt Binder Crack Filler Mix Designs
Concrete Mix Designs
Base Material Mix Design
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•
•
•
•
QA/QC Testing Reports
Striping and Marking Materials
Warranty of Detectable Warning Surface
As-Builts
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. [Add the following to the Standard Specifications:] 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. [Add the following to the Standard Specifications:]
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 boundaries of the City, the Contractor shall obtain prior approval from the Engineer.
Contractor’s equipment will not be allowed to park overnight on any City Street.
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3-13 COMPLETION, ACCEPTANCE AND WARRANTY. [Add the following to the Standard Specifications:]
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 so certify and will determine the date when the Work was completed. This will be the date when the Contractor is relieved from responsibility to protect the Work. The Engineer may cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office. At the Engineer’s option, the Engineer may certify acceptance to the City Council who may then cause a Notice of Completion to be filed and recorded with the Los Angeles County Recorder’s Office.
[Add the following subsection of the Standard Specifications:] 3-13.4 Manufacturer’s Warranties. Manufacturer's warranties shall not relieve the Contractor of liability under these Specifications. Such warranties only shall supplement the Contractor's responsibility.
SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL- [Add the following paragraph after the second paragraph of the Standard Specifications:]
The Contractor 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.
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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 guarantee or warranty of the labor and materials for a one-year period, commencing from the recording date of the Notice of Completion by the County Recorder. The guaranteed amount shall be 100 percent of the total amount earned to date as indicated on the final progress payment. The City reserves the right to withhold the retention until the Maintenance Bond has been accepted by the City.
The Contractor shall make all repairs, replacements, and restorations covered by the Maintenance Bond within 10 working days after the date of the Engineer's written notice.
Failure to comply with such notice, will cause the City to file claim against the bond.
Excepted from the Maintenance Bond will be defects caused by acts of God, acts of the City, acts of vandals, or by acts of others outside or beyond the control of the Contractor.
If the work, or any portion thereof, shall be damaged in any way, or if any defective materials or faulty workmanship shall be discovered at any time prior to the final payment, the Contractor shall forthwith, at its own cost and expense, repair said damage, or replace such defective materials, or remedy such faulty workmanship in a manner satisfactory to the Engineer. 4-2 PROTECTION. [Add the following to the Standard Specifications:] The Contractor shall assume all risks and expense of interference and delay in his operations, and the protection from or the repair of damage to improvements being built under the contract, as may be caused by water of whatever quantity from floods, storms, industrial waste, irrigation, underground or other sources. However, the Contractor shall be entitled to an extension of time in accordance with the provisions of Subsection 6-4. The Contractor shall also assume full responsibility and expense of protecting, or removing and returning to the site of Work, all equipment or materials under his care endangered by any action of the elements.
Furthermore, the Contractor shall indemnify and hold the City harmless from all claims or suits for damages arising from his operations in dewatering the Work and control of water.
SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-7 SAFETY. [Add the following to the Standard Specifications:] 5-7.2.4 PUBLIC SAFETY DURING NON-WORKING HOURS
Notwithstanding the Contractor's primary responsibility for safety on the job site when the Contractor is not present, the Engineer at Engineer's option after attempting to contact the Contractor may direct City Forces to perform any functions Engineer may deem necessary to ensure public safety at or in the vicinity of the job site. If such procedure is implemented, the Contractor will bear all expenses incurred by the City.
In all cases the judgment of the Engineer shall be final in determining whether or not an unsafe E-11
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situation exists.
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. [Replace the entire subsection of the Standard Specifications with the following:] 6-1.1 General. Within ten (10) working days after the date of the City’s execution of the Contract, the Contractor shall submit a proposed construction schedule to the Engineer for approval. The schedule shall be in accordance with the Specification and these Special Provisions.
Prior to issuing the Notice to Proceed, the Engineer will schedule a Pre-Construction Meeting with the Contractor to review the proposed construction schedule and delivery dates, arrange utility coordination and clarify inspection procedures.
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:
1- TRASH COLLECTION.
The Contractor shall coordinate with the City regarding the latest trash collection schedules shown in Appendix IV. The Contractor shall facilitate access for the trash pickup. 2- STREET SWEEPING:
The Contractor shall coordinate with the City regarding the latest street sweeping schedules shown in Appendix V. The Contractor shall facilitate access for the street sweepers. 3- TEMPORARY PAVEMENT MARKINGS; CAT-TRACKING AND STRIPING:
Reflective yellow and white “Tabs” MUST be installed following the installation of asphalt to indicate locations of lane lines, STOP limit lines, and all yellow crosswalks and shall be maintained until new striping is installed. Cat-tracking layout for final pavement markings shall be completed at least 48 hours prior to scheduled placement and the Engineer shall approve cat-tracking prior to final placement. Striping shall take E-12
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place a minimum of seven (7) days after paving.
4- WORK HOURS.
Work shall be performed between the hours of 7:00 A.M. and 4:00 P.M. unless otherwise approved by the Engineer. The Contractor will be allowed to work on Fridays when City Hall is scheduled to be closed. No work shall occur on Sundays or holidays. The following days are holidays: 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 6-1.3 Compensation. Compensation for all scheduling activities will be made on the lump sum basis per the Contract Unit Price for “MOBILIZATON AND DEMOBILIZATION,” in the Bidder’s Proposal.
6-10 SEQUENCE OF CONSTRUCTION
6-10.1 Multiple Headings. In order to meet the contract schedule, the Contractor will be allowed to initiate and maintain two or more construction headings. However, the Contractor will not be allowed to have multiple phases of work occurring that have the corresponding traffic control devices in conflict with each other.
SECTION 7 - MEASUREMENT AND PAYMENT
7-2 LUMP SUM WORK
[Add the following to the Standard Specifications:]
Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract.
7-3 PAYMENT
7-3.1 General
Revise paragraph one to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal:
Bid Item No. 1 - Mobilization and Demobilization: Work under this item shall be considered full compensation but not be limited to include the cost to secure bonds and insurance, movement of personnel, equipment, materials and incidentals to and from the project sites, securing a temporary construction yard, maintaining the project in a safe, clean and orderly manner during construction and final cleanup of the work and staging sites, furnishing and providing all labor, materials, equipment, scheduling activities, and preparatory work that must E-13
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be performed, or costs incurred before starting work and after completing the work on the various items on the job site, including all costs obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the CITY; and complying with the requirements specified in those licenses and permits; coordination, field office facility, all required submittals specified within these Specifications, and incidentals necessary to perform all related items of work. The City of Lomita will waive its permit fee; however, permit fees of all other agencies shall be the sole responsibility of the Contractor. The Contractor shall comply with the requirements specified by each license or permit. Progress payments for Mobilization and Demobilization bid item shall be paid for in accordance with the completion percentage of the Project to the Contractor and shall include the cost of such mobilization/demobilization and administration during the entire Contract period. No additional compensation will be allowed.
Mobilization shall include compliance with water and air quality laws; maintaining dust control at all times; furnishing all water required for the construction work; protection of utilities, survey monuments, trees, fences, walls, landscaping and other facilities.
Work under this item shall include all related Demobilization costs, including the removal of any remaining Underground Service Alert (USA) utility markings or other construction paint markings, by means of wet sand blasting or other pre-approved method on the sidewalk, curb/gutter and pavement.
Mobilization shall include all work shown on the plans, which is not compensated in a bid item of work. This work shall include, but not be limited to protect-in-place and/or relocation of the facility to accommodate the construction of an improvement, restoration and adjustment of existing improvements, and establishing the location and depth of city traffic signal conduit, by potholing as necessary, where significant excavation may occur. Underground facilities on these plans are for reference only. It is the Contractor’s responsibility to determine the exact location of potentially conflicting conduit.
The Contractor shall confine his operations and work area to the street right-of-way and is responsible for securing an adequate storage site for equipment and materials. No encroachment into private property will be permitted without prior written consent of the property owner and Engineer. Obtaining this consent will be the responsibility and at the cost of the Contractor. The Contractor shall provide supervisory personnel to keep the construction site in a safe condition at all times.
The Contractor shall maintain the streets and adjacent streets open for ingress and egress and for parking. Approval of the staging and work plan shall be at the discretion of the City.
The Contractor shall obtain bonds, insurance, and financing for entire project prior to beginning work.
The Contractor shall provide supervisory personnel to maintain the construction site in a safe condition and all other related work as required at all times. These requirements shall also apply to all non-working days during the construction period. The Contractor is responsible for E-14
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securing an adequate storage site for equipment and materials.
Included in this item are up to date as-built drawings to be submitted to the Engineer by the contractor for review prior to request of payment.
Payment: “Mobilization and Demobilization” shall be made at the lump sum price indicated in the Bid Schedule and progress payments shall be made upon the judgment of the Engineer as percent complete.
Bid Item No. 2 - Construction Surveying and Monumentation: Construction staking and monumentation shall conform to Section 3-10 Surveying and Section 400-2 Permanent Survey Markers of SSPWC.
Work under this item shall include, but not be limited to, furnishing all labor, tools, equipment and material costs of surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, locating and adjusting survey monuments, reestablishing property corners disturbed by the work, preparing and filing centerline tie sheets and corner Records, preparing record of survey, locating Bench Marks and notifying the County Surveyor’s Office of same, professional office services and field calculation, protecting and restoring existing monuments, and other survey items as required to complete the work in place.
Payment: “Construction Survey and Monumentation” shall be made at the lump sum price indicated in the Bid Schedule.
Bid Item No. 3 - Traffic Control: It shall be the Contractor’s responsibility to prepare and provide Traffic Control throughout the construction period. The Contractor is required to have plans for said Traffic Control prepared by a qualified Traffic Engineer (TE) or Civil Engineer (CE) registered to practice in the State of California. The Contractor shall submit their traffic control plan (TCP) to the City ten (10) working days prior to start of construction. The Contractor shall not start the work without final approval of the TCP by the Engineer. Final traffic control implementation shall be provided under the supervision of the Contractor with the concurrence of the Engineer.
The final TCP implementation by the Contractor shall conform to the requirements of the latest editions of California MUTCD, the WATCH Manual, and these Special Provisions and as approved by the Engineer. The full and normal responsibility for TCP implementation is the Contractor’s responsibility as if no plans are or were provided by the City.
An adequate number of flag persons shall be stationed at construction locations where traffic control is required including intersections of streets, wherever it is necessary to temporarily stop or detour traffic for the construction or the movement of materials and equipment. During the construction activity hours flaggers and workers shall wear bright orange vests and hardhats while working in or around the construction area. Traffic stoppages shall be limited to time periods approved by the Engineer. No intersection shall be closed longer than 30 minutes without the E-15
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approval of the Engineer. The TCP is considered to include trained flaggers used at both major and minor street intersections and or as recommended or required by the project inspector or Engineer without any additional compensation to the Contract.
It is anticipated that, from time to time, changes to the approved TCP may be needed due to unanticipated field conditions. The Contractor, if so directed by the Inspector or Engineer, shall make adjustments to address any deficiency identified by City forces at no additional cost to the City.
Pedestrian and bicycle traffic must be provided for and maintained in a safe manner throughout the construction period. Pedestrian and emergency vehicular access shall be maintained to all residences, businesses, and manufacturing establishments within the construction area.
Signs, lights, flags, flag persons, and other warning and safety devices shall conform to the requirements set forth in the current editions of the WATCH Manual and California MUTCD. If attention is directed to the existence of a hazard and Contractor fails to provide remediation, or, such devices as may be needed, said devices may be placed by the City. The cost of said placement by the City, as for all TRAFFIC CONTROL, shall be the sole responsibility of the Contractor; said costs, if any, shall be deducted from the progress payment and from the total contract price for the work.
The Contractor shall notify the occupants of all affected properties at least forty-eight (48) hours prior to any temporary obstruction of access. Vehicular access to property line shall be maintained, except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed, except as permitted by the Engineer.
At least one twelve foot (12') wide traffic lane shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed.
Clearances from traffic lanes shall be five (5) feet to the edge of any excavation and two (2) feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction, unless approved by the Engineer in writing in advance of such work.
Detouring is discouraged but will be considered for usage by the City. If approved, any detouring shall be accomplished by use of traffic signs, barricades, flag persons, etc. conforming to the requirements of the WATCH or California MUTCD, and the Engineer.
Payment: “Traffic Control” shall be made at the lump sum price indicated in the Bid Schedule.
The contract lump sum price for “Traffic Control” shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involving placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of traffic control system as specified in the State Standard Specifications, SSPWC, and these Special Provisions, and as directed by the Engineer. The lump sum price shall also include steel plates and temporary asphalt concrete including furnishing, installation and removal, maintaining, all associated temporary signing and striping, E-16
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flashing arrow signs, PCMS signs, and flagging and/or flagger costs and no additional compensation will be made therefor.
Bid Item No. 4 - Water Pollution Control, Construction Site BMPs, and Preparation of a SWPPP: Payment for “Water Pollution Control, Construction Site BMPs and Preparation of a SWPPP” will be made at the lump sum price indicated in the Bid Schedule and shall be done in accordance with Section 3-12 Work Site Maintenance of SSPWC. The contract unit price shall include, but not be limited to, all labor, tools, equipment and material costs for retaining a QSD and QSP to develop, amend and implement the SWPPP and submitting the required documents or reports fourteen (14) days prior to start of construction to the Regional Water Quality Control Board (RWQCB) and the City for approval. The required documents include two (2) hard copies of the SWPPP, one (1) PDF of the SWPPP, all reports required by General Permit, and Annual Report. The Contractor shall not start the water pollution control site work without the approval of the SWPPP by the City and RWQCB.
Payment: “Water Pollution Control, Construction Site BMPs, and Preparation of a SWPPP” shall be made at the lump sum price as indicated in the Bid Schedule.
Bid Item No. 5 - Clearing and Grubbing: Clearing and grubbing shall conform to Section 300-1 of the SSWPC and additionally shall consist of pruning of tree root and removal to be coordinated with the City as needed, coordination with City arborist, as needed, and resetting of existing improvements as necessary to construct the rehabilitation improvements as shown on plans and as directed by Engineer.
Payment: “Clearing and Grubbing” shall be made at the lump sum price as indicated in the Bid Schedule.
Bid Item No. 6 - Remove PCC Sidewalk: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing sidewalk per Section 401-3.2 of the SSPWC, sawcutting, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Remove PCC Sidewalk” shall be made on a square foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 7 - Construct 4” PCC Sidewalk: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for grading and compacting subgrade, constructing concrete sidewalk per Section 201 and 303-5 of the SSPWC, installing expansion joint material, constructing weakened plane joints, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Construct 4” PCC Sidewalk” shall be made on a square foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 8 - Remove PCC Cross Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing E-17
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cross gutter per Section 401-3.2 of the SSPWC, sawcutting, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Remove PCC Cross Gutter” shall be made on a square foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 9 - Construct 8” PCC Cross Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for grading and compacting subgrade, constructing concrete PCC Cross Gutter per Section 201 and 303-5 of the SSPWC, installing expansion joint material, constructing weakened plane joints, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Construct 8” PCC Cross Gutter” shall be made on a square foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 10 - Remove PCC Curb and Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing curb and gutter per Section 401-3.2 of the SSPWC, sawcutting, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Remove PCC Curb and Gutter” shall be made on a lineal foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 11 - Construct PCC Curb and Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for grading and compacting subgrade, constructing concrete curb and gutter per Section 201 and 303-5 of the SSPWC, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Construct PCC Curb and Gutter” shall be made on a lineal foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 12 - Remove PCC Curb (Variable Height) adjacent to PCC Cross Gutter:
Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing curb per Section 401-3.2 of the SSPWC, sawcutting, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Remove PCC Curb (Variable Height) adjacent to PCC Cross Gutter” shall be made on a lineal foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 13 - Construct PCC Curb (Variable Height) adjacent to PCC Cross Gutter:
Work under this item shall include, but not be limited to, all labor, tools, equipment and material E-18
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costs for grading and compacting subgrade, constructing concrete curb per Section 201 and 303-5 of the SSPWC, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Construct PCC Curb (Variable Height) adjacent to PCC Cross Gutter” shall be made on a lineal foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 14 - Construct PCC Retaining Curb: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for grading and compacting subgrade, constructing concrete curb per Section 201 and 303-5 of the SSPWC, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Construct PCC Retaining Curb” shall be made on a lineal foot unit price basis as indicated in the Bid Schedule.
Bid Item No. 15 - Remove PCC Curb Ramp: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing curb ramp per Section 401-3.2 of the SSPWC, sawcutting, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Remove PCC Curb Ramp” shall be made on per each unit price basis as indicated in the Bid Schedule.
Bid Item No. 16 - Construct PCC Curb Ramp with Yellow Detectable Warning Surface Panel: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for grading and compacting subgrade, constructing concrete PCC Curb Ramp per Section 201 and 303-5 of the SSPWC, restoring all existing improvements damaged by the work, furnishing and installing wet set detectable warning panel on existing curb ramps in conformance with SPPWC Std. No. 111-5 and per manufacturer’s specifications, adjusting any box covers within the proposed curb ramp to grade as indicated on the plans, and all other work items as required to complete the work in place.
Color of detectable warning panel as shown on the plans shall be yellow color and manufactured by Armor Tile, size shall be per Section 303-5.5.5 per SPPWC Standard Plan No. 111-5; Tel No. (562) 842-9934 or approved equal. Contractor shall submit shop drawings of the detectable warning surface panel to the City for review and approval before purchasing.
Payment: “Construct PCC Curb Ramp with Yellow Detectable Warning Surface Panel” shall be made on each unit price basis as indicated in the Bid Schedule.
Bid Item No. 17 - Unclassified Excavation (Removal and Disposal of Entire Pavement Section and Base for Construction of New Pavement Section): Unclassified excavation shall conform to Section 300-2 and all applicable sections of the SSPWC and shall consist of all excavation required and directed by the Engineer.
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All existing pavement joining new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to the existing utilities and improvements to be protected in-place. Any damage caused by Contractor and/or his equipment shall be repaired or replaced as called out in Section 400 of the SSPWC at Contractor's expense. It is the Contractor's responsibility to do whatever subsurface exploration is required and to submit a complete bid covering the cost of removal to the grades required. All removed material becomes the property of the Contractor and shall be hauled and properly disposed of outside of the project limits as approved by the Engineer.
All roadway excavation operations shall conform to sections 300-2 of the SSPWC, the plans and these Special Provisions. Existing AC pavement within the project limits shall be removed and excavated at the locations and to the dimensions and details shown on the plans or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross section. Contractor’s attention is directed to the condition that if presence of pavement fabric. It is the Contractor responsibility to remove all the thermoplastic pavement markings prior to the excavation operation.
All known metal roadway improvements such as sewer manhole covers and water valve covers have been marked on the plans. There is no guarantee that all known metal roadway improvements such as sewer manholes and water valve covers have been successfully located and correctly marked on the plans and therefore; the Contractor shall thoroughly inspect the work site in advance of the excavation operation to minimize the risk of striking any these items.
Care shall be exercised not to damage adjacent concrete curbs or gutters. Curb or gutter damaged due to excavation work shall be replaced as approved by the Engineer at the Contractor's expense.
Residue from excavation shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by sweeping and properly disposed. No washing of residue into drainage structures will be allowed. All catch basins and curb inlets shall be covered, utilizing the BMP which most appropriately fits the situation, and as approved by the Engineer. The Contractor shall make every effort to control all dust created by his operations by utilizing the Best Management Practice approved by the State Water Resource Control Board.
Temporary ramping, where required by the Engineer for traffic control or other purposes shall be considered included in the price bid for "Traffic Control", and no additional compensation will be allowed.
Payment: “Unclassified Excavation (Removal and Disposal of Entire Pavement Section and Base for Construction of New Pavement Section)” shall be at the unit price bid per cubic yard.
The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Unclassified Excavation (Removal and Disposal of Entire Pavement Section and Base for Construction of New Pavement Section)” including sawcutting and disposing of material removed, and no additional E-20
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compensation will be allowed therefor. Contract bid Items that have separate bid items for removal as noted in the plans and bid schedule, are not included in the quantity for unclassified excavation.
Bid Item No. 18 - Construct Asphalt Concrete: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying tack coat, equipment and material costs for cleaning and filling cracks wider than ¼” with asphalt binder, applying a soil sterilizer, crack sealing the existing asphalt roadway with asphalt binder, placing, spreading and compacting the leveling course and the asphalt concrete finish course, and all other work items as required to complete the work in place.
Asphalt Concrete shall conform to Section 203-6 and all applicable sections of the SSPWC and shall consist of all excavation required and directed by the Engineer. The asphalt concrete mix would be Type B PG 64-10 material and should be a ½” maximum aggregate mixture.
Payment: “Construct Asphalt Concrete” shall be made on a ton unit price basis as indicated in the Bid Schedule.
Bid Item No. 19 – Construct Crushed Aggregate Base: The Contractor shall furnish all labor, materials, tools, equipment, transportation and all incidental services to construct crushed aggregate base. Crushed Aggregate Base (CAB) shall conform to Sections 200-2 of the SSPWC and a relative compaction of 95 percent. The aggregate base shall be a ¾” maximum aggregate mixture.
Payment: “Construct Crushed Aggregate Base” shall be at the unit price bid per cubic yard.
The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in “Construct Crushed Aggregate Base” including furnishing, grading, installing and compacting aggregate base and subgrade soil as required to meet subgrade compaction requirements, dust control, maintenance, protection, and no additional compensation shall be allowed therefor.
Bid Item No. 20 - Adjust Sewer and Storm Drain Manhole Frame and Cover to Grade:
Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing sewer/ storm drain manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. If the sewer manhole belongs to Los Angeles County Sanitation Districts (LACSD), Contractor shall contact and notify LACSD for adjustment of manhole frame and cover to new grade.
Manhole adjustment shall conform to Sections 403 of the SSPWC and LACSD Sewer Manhole Adjustment Procedures in Appendix III.
Payment: “Adjust Sewer and Storm Drain Manhole Frame and Cover to Grade” shall be made per each unit price basis as indicated in the Bid Schedule.
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Bid Item No. 21 - Adjust Valve Box and Cover to Grade (Water or Gas): Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing water/gas valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, reinstalling existing water/gas valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
Payment: “Adjust Valve Box and Cover to Grade (Water or Gas)” shall be made on an unit price basis as indicated in the Bid Schedule.
Bid Item No. 22 - Remove Existing Striping, Markings, Legends, Reflectors, and Raised Pavement Markers: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing pavement striping, markings and markers, that have not been removed by excavation, and restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place.
All striping and markings removal shall comply with Section 84 of the State of California Standard Specifications and Section 314-2 of SSPWC.
All pavement markers removal shall comply with Section 84 of the State of California Standard Specifications and Section 314-3 of SSPWC.
Payment: “Remove Existing Striping, Markings, Legends, Reflectors, and Raised Pavement Markers” shall be made on a lump sum price basis as indicated in the Bid Schedule.
Bid Item No. 23 - Furnish and Install Striping, Markings, Reflectors, Raised Pavement Markers: Traffic striping, legend, and pavement markers within the area of work shall be installed in accordance with the improvement plan, the State Standard Specifications, Sections 84 and 85, Caltrans Standard Plans A20A to A20E, and Standard Plans A24A to A24F,the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD), and Sections 214 and 314 of SSPWC.
Traffic striping, stop limit/crosswalk lines, and legend shall be thermoplastic unless otherwise called for on the plans. All pavement markers shall be adhered with “epoxy”; bituminous adhesive will not be accepted.
Blue raised retro-reflective bidirectional pavement marker shall be installed 6 inches off the street centerline at each fire hydrant, on the fire hydrant side of the roadway per California MUTCD section 3B.11 and figure 3B-102 (CA). Installation of Blue Reflectorized Pavement Markers including Pavement Markers across fire hydrants shall be considered as included in the lump sum for this item of work.
Payment: “Furnish and Install Striping, Markings, Reflectors, Raised Pavement Markers” detailed on the plans shall be on a lump sum price basis and shall be considered full compensation for furnishing labor, materials, equipment, and disposal to complete the construction, including installing traffic striping, pavement legends, markings, markers and blue E-22
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raised markers for fire hydrant all in place as shown on plans and no additional compensation will be allowed therefor.
7-4.3 MARKUP. [Add the following to the Standard Specifications:] The markups mentioned hereinafter shall include, but are not limited to, all costs for the services of superintendents, project managers, timekeepers and other personnel not working directly on the change order, and pickup or yard trucks used by the above personnel. These costs shall not be reported as labor or equipment elsewhere except when actually performing work directly on the change order and then shall only be reported at the labor classification of the work performed.
[Replace the subsection of the Standard Specifications with the following:] 7-4.3.1 Work by Contractor. The following percentages shall be added to the Contractor’s costs and shall constitute the mark-up for all overhead and profit, which shall be deemed to include all items of expense not specifically designated as cost or equipment rental in Subsections 7-4.2.1, 7-4.2.2, and 7-4.2.3.
Labor
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.
[Replace the subsection of the Standard Specifications with the following:] 7-4.3.2 Work by Subcontractor. When any part of the extra work is performed by a subcontractor, the markup established in 7-4.2.1 shall be applied to the subcontractor’s actual cost of such work. A markup of ten (10) percent on the first $5,000 of the subcontracted portion of the extra work and a mark-up of 5 percent on work added 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.
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PART 2 - CONSTRUCTION MATERIALS
SECTION 200- ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General. [Replace the entire subsection of the Standard Specifications with the following:]
Untreated base for pavement, curb, gutter, cross gutters, bus pads, hardscape and other improvements shall be Crushed Aggregate Base conforming to 200-2.2.
SECTION 203 – BITUMINOUS MATERIALS
203-3 EMULSIFIED ASPHALT
203-3.1 General
[Add the following subsection to the Standard Specifications:] Tack Coat shall be SS-1h type and be included in the price paid for Construct Asphalt Concrete“.
203-6 ASPHALT CONCRETE
The asphalt pavement class and grade shall be: B-PG 64-10 SECTION 214 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND
PAVEMENT MARKERS
All striping and markings on this project shall be thermoplastic per Section 214-5. Striping layout shall be restored to existing conditions.
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PART 3 - CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
[Add the following to the Standard Specifications:]
Use of stompers and rock wheels will not be permitted for any portion of the compaction work within this project.
300-2 UNCLASSIFIED EXCAVATION.
300-2.2 Unsuitable Material.
300-2.2.1 GENERAL. [Add the following to the Standard Specifications:] Unclassified excavation shall include excavating, removing, hauling, and disposal of all material including asphalt concrete pavement to the subgrade elevations indicated on the plans as required to construct the new improvements. Removal of asphalt concrete, aggregate base, and native soil shall be made at the locations shown on the plans, or as specified in the field by the Engineer.
If unsuitable material is found, the Contractor shall remove said material to the limits to be determined by the Engineer and shall replace said material with select fill or base material, as to be determined by the Engineer.
Payment for unsuitable material excavation and backfill shall be measured and paid for as Unclassified Excavation and Crushed Aggregate Base, respectively.
SECTION 302 – ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT
302-5.4 Tack Coat. [Add the following to the Standard Specifications:] Tack coat shall be applied to all vertical and horizontal surfaces to be joined by new pavement.
Prior to the placement of asphaltic material on natural ground or compacted fill the Contractor shall apply weed killer to the satisfaction of the Engineer.
Tack coat per Greenbook Section 302-5.4 shall be grade SS-1h emulsified asphalt conforming to the provision in Greenbook Section 203-3 “Emulsified Asphalt”. Tack coat shall be uniformly applied to all existing pavement surface, all contact surfaces of cold pavement joints, all manholes and all valve boxes prior to placing asphalt concrete. When placing asphalt concrete on rock base, a prime coat per Greenbook Section 302-5.3 of SC 250 liquid asphalt conforming to Greenbook Section 203-2 shall be required. Tack coat is to be included in the price paid for “Construct Asphalt Concrete” per the bid item.
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SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY
INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.5.5. ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. [Add the following to the Standard Specifications:]
Access Curb Ramp is understood to be contained within the area inside the outermost groove lines, inside curb line and inclusive of detectable warning surface (truncated dome) and all retaining curbs, if any. It excludes adjacent curb and gutter and sidewalk.
Access curb ramps constructed in existing curb returns may obliterate survey tie points. The Contractor shall re-establish the existing survey tie points per sub section 400-2.
DETECTABLE WARNING SURFACE.
Access curb ramps shall have a prefabricated detectable warning surface with dimensions of 36-inches by 48-inches and comply with the requirements of the Americans with Disabilities Act and per SPPWC Standard Plan No. 111-5.
Detectable Warning Surface materials to be used shall be submitted to the Engineer for approval and shall not be installed until said submittal is approved. 303-5.7 Repairs and Replacements. [Add the following to the Standard Specifications:] The Contractor shall be responsible to protect all new concrete work from being etched, scratched or otherwise marked following replacement thereof. If new concrete work is marked, the Contractor shall replace it at its expense and no extra costs will be allowed. 303-5.9 MEASUREMENT AND PAYMENT. [Add the following to the Standard Specifications:] Payment for Access Curb Ramps furnishing and installing detectable warning surfaces (inclusive of all pertinent elements as described in paragraph above in section 303-5.5.5.) shall be considered as Each per the Contract Unit Price for Construct PCC Access Curb Ramp with Yellow Detectable Warning Surface Panel in the bid Schedule.
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PART 4 – EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-1 GENERAL.
[Add the following paragraphs to the Standard Specifications:] The Contractor shall be responsible for protecting all new concrete work from being etched, scratched, or otherwise marked or having wet slough material deposited thereon. If new concrete work is marked, the Contractor shall replace it at its expense in accordance with 303-
5.7 of these special provisions.
The Contractor shall perform all private lawn, hardscape, and parkway restorations, (not included in the project plans) including restoration of irrigation systems and existing curb drains within five (5) days after the adjacent improvements have been constructed at his own expense. The Contractor shall not delay restorations for tree plantings. 400-1.3 PROTECTION OF EXISTING PAVEMENT SURFACES FROM TACK COAT AND OIL - When work requires the placement of a tack coat pursuant to Subsection 302-5.4, the Contractor shall protect existing pavement surfaces outside of the work limits from the spreading of tack coat and oil adhering to truck tires exiting work area. The protected area shall extend the full width of the street and be by either of the following methods:
1) The Contractor shall wet the existing pavement surface to ten (10) feet away from the work limit. The wetted area shall be maintained as such until placement of asphalt concrete pavement is completed, OR
3) The Contractor shall provide a thin spreading of sand or rock dust material to a distance of five (5) feet away from the work limit. The sand or rock dust area shall be maintained as such until placement of asphalt concrete pavement is completed. The Contractor shall be responsible for removing the sand or rock dust immediately after the placement of asphalt concrete pavement is completed. 400-2 PERMANENT SURVEY MARKERS
The Contractor shall not disturb or destroy any existing monuments or benchmarks. If any survey monuments or benchmarks need to be removed and replaced, Contractor shall notify the Engineer prior to construction.
Before removing any monuments in preparation for construction, the Contractor’s licensed land surveyor will set at least four ties for each monument to be removed and replaced, all at Contractor’s expense. After construction, the Contractor will replace each monument using the aforementioned ties and file a corner record for each replaced monument, all at Contractor’s expense.
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SECTION 401 – REMOVAL
401-1 General. [Replace the entire subsection of the Standard Specifications with the following:]
Unless otherwise stated on the Plans or Specifications, all material removed from the Work shall become the property of the Contractor and shall be disposed of in a lawful manner.
Removals shall include, but not limited to, all excess excavation material, trees and plants, debris, interfering portions of curb, gutters, asphalt and PCC concrete pavements and sidewalks (including base, where applicable), and miscellaneous items as shown on the Plans. The Contractor shall conform to the following requirements:
1) The Contractor shall not start any removal work unless it is prepared to perform reconstruction work within 24 hours of the time removals were begun, unless otherwise approved by the Engineer.
2) The Contractor shall complete forming and pouring of PCC construction within five (5) working days following the removal of existing material at any location. 3) The Contractor shall not remove on-site improvements until it is prepared to construct the adjacent street section and shall promptly restore all such improvements as applicable, upon completion of the adjacent street work.
All concrete removed shall be hauled off the Work site no later than the calendar day following the day that the removal is performed.
The limits for sidewalk, curb and gutter and driveway shown on the plans are approximate.
The actual removal and/or construction limits shall be as marked and/or directed by the Engineer in the field.
Add the following to the Standard Specifications:
401-1.1 CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING.
GENERAL. Consistent with the City’s efforts to comply with the California Integrated Waste Management Act of 1989 (AB 939), the Contractor shall reduce, reuse, and/or recycle to the maximum extent feasible, the construction and demolition debris (debris) generated by this Contract hereby diverting the debris from disposal facilities, saving landfill space, and conserving virgin materials and natural resources.
RECYCLING SUMMARY. The Contractor shall file with the City Engineer, prior to the acceptance of the work, a Recycled Materials Certificate using the Recycling Summary form on Appendix I. The Recycled Materials Certificate list all recycled materials used in connection with work or delivered off-site for recycling. Certificate shall include for each recycled material type: a) Material description, b) Material quantity, c) Method of measurement, d) Material origination location, e) Material deposition location.
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SECTION 402 – UTILITIES
402-1 LOCATION. [Add the following to the Standard Specifications:] The Contractor shall provide coordination with all the utility companies involved and shall provide protection from damage to their facilities. The Contractor shall be responsible for repair or replacement to said facilities made necessary by its failure to provide required protection.
The Contractor is required to include utility requirements in the Construction Schedule per Section 6-1.
The Contractor shall be solely responsible to check all utility record maps, books, and/or other data in the possession of the CITY, other agencies, and/or all utility companies, and no allowance shall be made for any failure to have done so.
The Contractor shall utilize the services of "Underground Service Alert-Southern California" for utility locating in all public right-of-ways by calling 1-800-227-2600 at least 48 hours prior to any excavation.
The new piping shall go over or under the existing utilities as indicated on the plans. Where not indicated, the Contractor shall assume that the new piping will cross under the existing utility.
The Contractor shall pothole existing utilities as shown on the plans, as directed by the Engineer or as deemed necessary by the Contractor. The cost of potholing herein specified shall be included in the prices paid for other items of work and no additional compensation will be allowed.
Underground lines that are potentially hazardous such as oil company lines, natural gas mains, and electrical conduits will be carefully located by the owner as provided in the Standard Specifications. The Contractor shall take special precautions in determining the precise location and depth of these structures to ensure that they will not be damaged by its operations.
[Substitute the following for the last paragraph:]
Prior to starting construction, the Contractor shall be responsible to determine the location and depth of all utilities which have been marked by the respective owners and which may affect or be affected by its operations. The Contractor also shall determine the location and depth of each service connection, whether or not marked. Full compensation for such work shall be considered as included in the prices bid for other items or work. If a utility which was marked or a service connection is found to interfere with the work after construction has commenced, the Contractor shall be solely responsible for all costs of any delay and for any costs which could have been avoided if the Contractor had located the utility prior to start of construction. 402-2 PROTECTION. [Add the following to the Standard Specifications:] E-29
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If, in the course of construction, the Contractor damages a sewer lateral or water lateral, the Contractor shall be responsible to completely expose said lateral from the main line to the point of connection at private property to verify integrity of all joints to the satisfaction of the Engineer. This shall not be considered to be extra work and no extra costs shall be allowed therefor.
Sewers, including lateral repairs, shall be constructed of Vitrified Clay Pipe, unless otherwise approved in writing by the Engineer.
[Add the following after the final paragraph:]
As noted in subsections 402-2.1, 402-2.2 and 402-2.3, utilities are classified and are to be handled in one of three ways by the Contractor in the course of performing the contract. 402-2.1 Noninterfering Utilities
Utilities that are not abandoned by the owner and do not physically interfere with the permanent work in its final location shall be supported, protected and maintained in place by the Contractor, and the Contractor shall be solely responsible for any damage, loss or injury, or death resulting from his/her failure to do so and the Contractor shall indemnify and hold harmless the City from any and all such consequences. Noninterfering utilities may, with the permission of the owner and the Public Works Director, be relocated still farther from the permanent work in its final locations, but the Contractor shall not so consider, in submitting his bid, unless the relocation is shown on the plans.
402-2.2 Abandoned Utilities
Abandoned utilities are those portions of any utility which are no longer needed or desired by the owner and whose destruction is consented to by the owner and/or is permitted by notation on the plans. Abandoned utilities which physically interfere with the permanent work or with the construction thereof shall be removed by the Contractor and the Contractor shall be solely responsible for any damage, loss or injury, or death resulting from the removal and the Contractor shall indemnify and hold harmless the City from all such consequences. 402-2.3 Interfering Utilities
Any utility shall be deemed an interfering utility (1) which physically occupies any part of the space to be occupied by the permanent work in its final locations, or (2) whose length within the theoretical width of excavation for the permanent work exceeds five times the width of said theoretical excavation whether or not the utility physically interferes with the permanent work Interfering utilities that are not abandoned by the owner shall be relocated so as not to interfere with the permanent work in its final location. Such relocation will be performed by the owner or the City unless otherwise shown on the plans.
The Contractor shall exercise caution to prevent damage to or movement of the utilities while constructing the permanent work along and adjacent to the utilities.
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Should any manhole extend within a trench excavation, the Contractor shall choose one of the following methods of construction and shall assume all responsibilities thereof:
1) Support and maintain the manholes in place during the construction of the permanent work in open cut.
2) Remove the shaft and maintain the base of the manhole in place until the backfill is placed and compacted; then reconstruct the manhole shaft. 3) Use another method of construction which has been submitted to and approved by the Engineer. All costs for the work pertaining to the manholes that might be found to extend partially within the excavation limits, or any protective measures required due to the proximity of the manholes and the permanent work at these locations shall be absorbed in the prices bid for the various items of work. 402-2.4 Protection of Underground Hazardous Utilities. This Subsection shall apply to projects where there are underground utilities within the Work area which may be potentially hazardous if damaged. A hazardous substance shall be defined as one having the potential for an immediate disaster such as, but not limited to, gasoline, electricity, fuel oil, butane, propane, natural gas, chlorine or other chemicals.
Abandoned or inoperative utilities designed to carry hazardous substances and unidentified or unknown utilities shall be considered hazardous until determined otherwise. Whenever the Contractor is directed by the Engineer to tap these lines, the Contractor shall provide personnel specialized in this work and payment therefore will be considered as extra work per 2-8 of these Special Provisions.
The Contractor shall comply with the following requirements when working around underground hazardous utilities:
1) The Contractor shall not trench or excavate within the area where a utility known to carry a hazardous substance exists until its location has been determined by excavation or other proven methods acceptable to the Engineer. The intervals between exploratory excavations or location points shall be sufficient to determine the exact location of the line. Unless otherwise directed by the Engineer, excavation for underground hazardous utilities shall be performed by the Contractor and paid for as specified per 402-1 of these Special Provisions. 2) If it is determined that the horizontal or vertical clearance between the utility known to carry hazardous substances and the construction limit is less than 300 mm (12 inches) (450mm (18 inches) if scarifying), the Contractor shall confer with its owner. Unless the owner elects to relocate the line or take it out of service, the Contractor shall not excavate until the line has been completely exposed within the limits of construction.
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3) Once the physical location of the utility known to carry hazardous substances has been determined, the Contractor, in cooperation with and with the concurrence of the utility owner, shall determine how to protect and/or support the utility from damage before proceeding with the Work.
4) During all excavation and trenching operations, the Contractor shall exercise extreme caution and protect the utilities from damage.
5) The Contractor shall notify the Engineer, the public agency maintaining records for the jurisdiction in which the Project is located and the owner, if known, whenever previously unidentified or unknown underground utilities are encountered so that the location can be accurately established and made a part of permanent substructure records.
Full compensation for protecting underground hazardous utilities as specified or noted on the Plans shall be considered as included in the prices bid for the various items of work. 402-3 REMOVAL.
[Add the following to the Standard Specifications:]
It shall be the Contractor's responsibility irrespective of the notations on the plans to confirm or determine that a utility is to be abandoned before treating the same as an abandoned utility and shall assume all risks in so determining.
402-5 DELAYS DUE TO UTILITY CONFLICTS.
[Substitute the following of the Standard Specifications with:] The Contractor is responsible for notifying the city in time to prevent delays attributable to utility relocations or alterations. The Contractor shall not be entitled to damage or additional payment, nor shall it be entitled to standby time for men or equipment if such delay does occur. The Engineer will determine the extent of the delay attributable to such interferences, the effect of the delay on the project as a whole, and any commensurate extension of time.
Any failure of the City and/or utility company to accomplish relocations in a reasonable manner in light of the Contractor's operations (to the extent such operations would otherwise be feasible and in accordance with the contract and as disclosed to the City prior to the Contractor encountering any such utility) shall entitle the Contractor to an extension of contract time to the extent that, in the judgment of the Engineer, the Contractor's completion of the overall contract work has been delayed; however, the Contractor shall be entitled to no other remedy and, in submitting its bid, thereby, waives such other remedies, if any, unless the relocation delay is the result of arbitrary, capricious or malicious conduct by the City. 403 MANHOLE ADJUSTMENT AND RECONSTRUCTION
403-1 GENERAL – [Add the following to the Standard Specifications:] E-32
Tuesday, September 03, 2024 Reg CC MTG, Page *107
All surface utility covers shall be located in the field prior to beginning any work on this project. The Contractor shall remove existing concrete pads or collars that might interfere with the adjustment of the valve cover to the grade of the asphalt concrete surface. Any damage to existing utility systems or appurtenances by the Contractor shall be replaced at the Contractor's expense. The Contractor shall also be responsible for coordinating his work with the various utility agencies including notifying all surface utility agencies prior to performing any work that will affect their facilities.
Refer to subsection 403-1.1 of these Special Provisions for adjustment of Los Angeles County Sanitation District manhole covers as well as other surface utility covers within the area to be paved or graded and to be set to finish grade by the Contractor. 403-1.1 ADJUSTMENT OF LOS ANGELES COUNTY SANITATION DISTRICT (CSD) MANHOLES TO GRADE.
When County Sanitation Districts (CSD) manholes must be adjusted to new grade, the work will be done by CSD in conjunction with the Contractor pursuant to the following procedures:
1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes.
2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover.
c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole. d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade. f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall backfill and compact and complete the pavement around the manhole.
3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade.
b. Repeat steps e. through g. of Item 2 above.
The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.
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SECTION F
PROJECT PLANS
SEWER OR STORM DRAIN MANHOLE
AC ASPHALT CONCRETE
SSMH SEWER MANHOLE
SW SIDEWALK
C&G CURB AND GUTTER
ECR END CURB RETURN
R/W RIGHT OF WAY
PROPOSED
NOT TO SCALE
EASEMENT
CENTERLINE
BCR BEGINNING OF CURB RETURN
CL
ESMT
NTS
PROP
WATER METER
EXISTING RIGHT OF WAY
CENTERLINE
TREE
SURVEY MONUMENT
GUY WIRE
WATER VALVE
FIRE HYDRANT
POWER POLE
STREET LIGHT
WM WV SIGN
SDMH STORM DRAIN MANHOLE
EG EDGE OF GUTTER
MH MANHOLE
STREET IMPROVEMENT GENERAL NOTES
LOCATION MAP
NOT TO SCALE
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF LOMITA
STANDARD PLANS, THE CONTRACT PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC "GREEN BOOK"), CALTRANS STANDARD
PLANS AND SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS
THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF LOMITA PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
LEAST FOUR WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN CALIFORNIA MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES, LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED
MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
8. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
9. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
10. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
COMPANIES AND TRASH COLLECTION AGENCY INCLUDING, BUT NOT LIMITED TO,
GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPE IRRIGATION,
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND STREET SWEEPING. ALL UTILITY COMPANIES AND TRASH COLLECTION AGENCY
SHALL BE GIVEN ONE WORKING WEEK NOTICE PRIOR TO WORK AROUND THEIR
FACILITIES AND WORK IMPACTING THE TRASH COLLECTION AGENCY OR STREET SWEEPING SCHEDULE.
11. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
12. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
13. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
15. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS
THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE FOR ONE DIRECTION SHALL BE
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
17. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES.
18. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR
DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODIBLE SWALES ENTERING OR LEAVING IMPROVEMENTS.
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
24. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
25. THE CONTRACTOR SHALL COORDINATE WITH THE CITY WHICH PHASE TO START WITH.
NOTE THE PHASE NUMBERING ON THE PLANS DOES NOT DICTATE THE SEQUENCE.
26. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
27. IF EXCAVATION DISTURBS EXISTING SUBGRADE, THE CONTRACTOR MUST PREPARE SUBGRADE COMPACTED TO 95% PER SSPWC STANDARDS.
28. THE SUBGRADE SHOULD BE TREATED WITH APPROVED SOIL STERILANT PRIOR TO PLACEMENT OF NEW ASPHALT PAVEMENT.
29. ALL MANHOLES, CLEANOUTS FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
30. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
31. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
32. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
33. THE CONTRACTOR SHALL NOTIFY BUSINESSES AND RESIDENTS WITHIN 500 FEET OF THE PROJECT LIMITS AND THE CITY OF LOMITA TEN (10) DAYS PRIOR TO IMPLEMENTING ANY CONSTRUCTION WORK. THE NOTIFICATION SHALL INCLUDE CONSTRUCTION
STARTING DATES, DAILY WORKING HOURS, DURATION, AND EMERGENCY CONTACT NUMBERS.
34. THE CONTRACTOR SHALL PREPARE SWPPP AND WATER POLLUTION BMPS BY `RETAINING A QSD AND QSP TO DEVELOP, AMEND AND IMPLEMENT THE SWPPP. THE CONTRACTOR SHALL SUBMIT THE REQUIRED DOCUMENTS OR REPORTS FOURTEEN (14)
DAYS PRIOR TO START OF CONSTRUCTION TO THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) AND THE CITY FOR APPROVAL. THE REQUIRED DOCUMENTS INCLUDE TWO (2) HARD COPIES OF THE SWPPP, ONE (1) PDF OF THE SWPPP, ALL REPORTS REQUIRED BY GENERAL PERMIT, AND ANNUAL REPORT. THE CONTRACTOR
SHALL NOT START THE WATER POLLUTION CONTROL SITE WORK WITHOUT THE APPROVAL OF THE SWPPP BY THE CITY AND RWQCB.
LEGEND
UNDERGROUND UTILITIES AND STRUCTURE
THE EXISTENCE AND LOCATION OR ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OR THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR.
SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN THE ALIGNMENT AND OR/GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
NEITHER THE OWNER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR THE UTILITIES SHOWN/NOT SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND FACILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. HE/SHE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS
REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
ABBREVIATIONS
SHEET NO. DESCRIPTION
SHEET INDEX
TITLE SHEET
TYPICAL SECTIONS
LAYOUT PLANS
CURB RAMP DETAILS
SIGNING AND STRIPING PLANS
1 2-3
6-8
9-10
13-15
CITY OF LOMITA
STREET RECONSTRUCTION PROJECT
ZONE G (PHASES 1 & 2)
UTILITIES CONTACTS
CONTRACTOR SHALL NOTIFY ALL UTILITY AGENCIES CONCERNED A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION INCLUDING BUT NOT LIMITED TO:
AT&T
CHARTER
CITY OF LOMITA
CITY OF LOMITA- WATER DIVISION (EMERGENCY PHONE)
COX COMMUNICATIONS
LOS ANGELES COUNTY FIRE DEPARTMENT
LOS ANGELES COUNTY SHERIFF DEPARTMENT
LOS ANGELES COUNTY SANITATION DISTRICT
LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
METROPOLITAN WATER
SOUTHERN CALIFORNIA EDISON
SOUTHERN CALIFORNIA GAS
TIME WARNER CABLE
UNDERGROUND SERVICE ALERT
VERIZON
(510) 645-2929
(714) 591-4870
(310) 325-7110
(310) 597-6428
(949) 546-2754
(310) 326-2461
(310) 539-1661
(562) 699-7411
(562) 861-0316
(213) 217-7474
(714) 796-9999
(310) 605-2116
(714) 903-8446
811
(469) 886-4238
1 AB AGGREGATE BASE
EX. EXISTING
CF CURB FACE
WM WATER METER
WV WATER VALVE
TS TRAFFIC SIGN
FH FIRE HYDRANT
DWY DRIVEWAY
ARA AIR RELEASE ASSEMBLY
PKWY PARKWAY
PAVEMENT LEGEND
AC OVERLAY
FULL PAVEMENT
SECTION RECONSTRUCTION
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
PROJECT SITE
248TH STREET
SEE SHEET 6
(PHASE 2)
246TH STREET
SEE SHEET 6
(PHASE 2)
FALENA AVENUE
SEE SHEET 6
(PHASE 2)
247TH STREET
SHEET 6
(PHASE 2)
ABITA AVENUE
SHEET 6
(PHASE 2)
TURRELL STREET
SHEET 4
(PHASE 1)
NORDMAN STREET
SHEET 4
(PHASE 1)
WALNUT STREET
SEE SHEET 5
(PHASE 1)
CALLISON STREET
SHEET 8
(PHASE 2)
241ST STREET
SHEET 8
(PHASE 2)
STANHURST AVENUE
SHEET 7
(PHASE 2)
240TH STREET
SHEET 8
(PHASE 2)
WALNUT STREET
SEE SHEET 5
(PHASE 1)
CITY LIMITS
20.0' 40.0' OR VAR CL 20.0' 8.0' PARKING LANE 5.0' TYPICAL SECTION TURRELL ST. CUL-DE-SAC TO WALNUT ST. 00+00 TO 04+86 NOT TO SCALE N'LY R/W S'LY R/W 13.0' 13.0' 7.0' 8.0' 7.0' PARKING LANE 5.0' 20.0' 40.0' OR VAR CL 20.0' 8.0' PARKING LANE 5.0' TYPICAL SECTION NORDMAN ST. CUL-DE-SAC TO WALNUT ST. 00+00 TO 04+94 NOT TO SCALE N'LY R/W S'LY R/W 13.0' 13.0' 7.0' 8.0' 7.0' PARKING LANE 5.0' TYPICAL SECTION WALNUT ST. TURRELL ST. TO MID-BLOCK 33+35 TO 52+57 NOT TO SCALE
4.0"AB
4.0"AC
4.0"AB
4.0"AC P C&G P C&G C&G P C&G P 4 19 4 19 25.0' TO 30.0' CL 25.0' TO 30.0' 8.0' PARKING LANE 11.5' TO 12.0' W'LY R/W E'LY R/W 20.0' 19.5' TO 20.0' 8.0' PARKING LANE 5.5' TO 10.0' 5.0' TO 10.0' 12.0'
5.0"AB
4.5"AC P C&G C&G P 5 22 55.0' TO 60' 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE R Know what'sbelow. Callbefore you dig. SM P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 15 SHTS RWMM SUBMITTED BY DAVID EVANS & ASSOCIATES : MARIE MARSTON PROJECT MANAGER DATE PREPARED BY: TEL. (310) 325-7110 FAX. (310) 325-4024 24300 NARBONNE AVENUE, LOMITA, CA 90717 T T R G I NEERCE 38798 Exp. 03/31/25 STA C T A M REG I S I V I L RN I A NO R F RE E EID PRO S O MAR ESS I NAL EN E OF O CAL I F Tustin, California 92780 Phone: 714.665.4500 17542 17th Street, Suite 150 PROTECT IN PLACE (ITEM AS NOTED) CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4 1/2" AC OVER 5" AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4" AC OVER 7 1/2" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 10" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 11 1/2" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 9 1/2" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) CONSTRUCTION NOTES: P456719202122
27.0' CL 27.0' 8.0' PARKING LANE 6.5' TYPICAL SECTION 248TH ST. CUL-DE-SAC TO EAST CITY LIMITS 00+00 TO 5+10 NOT TO SCALE N'LY R/W S'LY R/W 15.5' 14.5' 8.0' PARKING LANE 11.5' 7.5' 12.5' 27.0' 54.0' OR VAR CL 27.0' 8.0' PARKING LANE 6.5' TYPICAL SECTION 246TH ST. FALENA AVE. TO EAST CITY LIMITS 00+42 TO 6+65 NOT TO SCALE N'LY R/W S'LY R/W 15.0' 14.5' 8.0' PARKING LANE 12.0' 7.0' 12.5' 20.0' 40.0' OR VAR CL 20.0' 8.0' PARKING LANE 7.0' TYPICAL SECTION 247TH ST. ABITA AVE. TO WALNUT ST. 00+00 TO 02+45 NOT TO SCALE N'LY R/W S'LY R/W 15.0' 13.0' 5.0' 8.0' 5.0' PARKING LANE 7.0' 20.0' 40.0' OR VAR CL 20.0' 8.0' PARKING LANE 7.0' TYPICAL SECTION ABITA AVE. SOUTHERN STREET END TO 247TH ST. 00+00 TO 02+00 NOT TO SCALE W'LY R/W E'LY R/W 15.0' 13.0' 5.0' 8.0' 5.0' PARKING LANE 7.0'
6.0"AB
4.0"AC
7.5"AB
4.0"AC
7.5"AB
4.0"AC
7.5"AB
4.0"AC P C&G P C&G P C&G P C&G C&G P C&G P C&G P C&G P 6 20 7 21 7 21 7 21 54.0' OR VAR TYPICAL SECTION 241ST ST. WESTERN ST. END TO WALNUT ST. 00+00 TO 2+55 10+00 TO 14+75 NOT TO SCALE TYPICAL SECTION 240TH ST. ESHELMAN AVE. TO WALNUT ST. 00+55 TO 8+39 NOT TO SCALE 27.0' CL 27.0' 8.0' PARKING LANE 7.0' TYPICAL SECTION CALLISON ST. WESTERN ST. END TO WALNUT ST. 00+00 TO 4+73 NOT TO SCALE N'LY R/W S'LY R/W 15.0' 15.0' 8.0' PARKING LANE 12.0' 7.0' 12.0' 54.0' 27.0' CL 29.0' 8.0' PARKING LANE 7.0' N'LY R/W S'LY R/W 15.0' 15.0' 8.0' PARKING LANE 12.0' 7.0' 14.0' 56.0' 25.0' CL 30.0' 8.0' PARKING LANE 7.0' N'LY R/W S'LY R/W 20.0' 15.0' 8.0' PARKING LANE 5.0' 12.0' 15.0' 55.0' 27.0' CL 27.0' 8.0' PARKING LANE 7.0' TYPICAL SECTION STANHURST AVE. CALLISON ST. END TO 241ST ST. 00+00 TO 4+86 NOT TO SCALE W'LY R/W E'LY R/W 15.0' 15.0' 8.0' PARKING LANE 12.0' 7.0' 12.0' 54.0' 27.0' CL 27.0' 8.0' PARKING LANE 9.0' TYPICAL SECTION FALENA AVE. 247TH ST. END TO NORTH CITY LIMITS 00+00 TO 4+65 NOT TO SCALE W'LY R/W E'LY R/W 17.0' 17.0' 8.0' PARKING LANE 10.0' 9.0' 10.0' 54.0' 15 11
4.0"AB
4.0"AC
4.0"AB
4.0"AC
4.0"AB
4.0"AC
4.0"AB
4.0"AC P C&G P C&G P C&G P EX. AB P C&G P C&G C&G P C&G P C&G P C&G P C&G P 4 19 4 19 4 19 4 19 TAPER COLD MILL 11 TAPER COLD MILL 23
2.0"AC
3.0"-3.5"
1.5" 8 1
1.5"
1.0" TO
1.5"L.C. 3 LEGENDTAPER COLD MILL REV. REVISION DESCRIPTION DATE ENGR. CITY DATE R Know what'sbelow. Callbefore you dig. SM P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 15 SHTS RWMM SUBMITTED BY DAVID EVANS & ASSOCIATES : MARIE MARSTON PROJECT MANAGER DATE PREPARED BY: TEL. (310) 325-7110 FAX. (310) 325-4024 24300 NARBONNE AVENUE, LOMITA, CA 90717 T T R G I NEERCE 38798 Exp. 03/31/25 STA C T A M REG I S I V I L RN I A NO R F RE E EID PRO S O MAR ESS I NAL EN E OF O CAL I F Tustin, California 92780 Phone: 714.665.4500 17542 17th Street, Suite 150 CONSTRUCTION NOTES: PROTECT IN PLACE (ITEM AS NOTED) COLD MILL 1.0" EXISTING PAVEMENT SECTION CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4 1/2" AC OVER 5" AB OVER 95% COMPACTED SUBGRADE CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER COLD MILL EXTRA EXISTING AC PAVEMENT SECTION FROM OUTSIDE OF PARKING LANE 6' TO THE LIP OF GUTTER TO 1.5" BELOW THE LIP OF GUTTER COLD MILL EXTRA EXISTING AC PAVEMENT SECTION FROM OUTSIDE OF PARKING LANE 6' TO THE LIP OF GUTTER TO 2" BELOW THE LIP OF GUTTER CONSTRUCT 1.0" TO 1.5" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 9 1/2" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY P4811121519221 L.C. LEVEL COURSE 523 MB
MB
MB 30+00
0+00
31+00
1+00 2+00
3+00
4+00
5+00 5+15 30+00
EXIST R/W 31+00
EXIST EG
EXIST CL
24 24 24
4 19 40.0' 20.0' 20.0' 7.0' 13.0' 13.0' 7.0'
4 19
EXIST R/W
EXIST EG
EXIST CL
MB
POLE
MB
MB 33+00 34+00 35+00
0+00 1+00 2+00 3+00 4+00 5+005+09 33+00 34+00 35+00
EXIST R/W
EXIST EG
EXIST CL
24 25
4 19 40.0' 20.0' 20.0' 7.0' 13.0' 13.0' 7.0'
4 19
EXIST R/W
EXIST EG
EXIST CL
4 CONSTRUCTION NOTES:
LEGEND
FULL PAVEMENT SECTION RECONSTRUCTION
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
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O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
TURRELL STREET WALNUT STREET
NORDMAN STREET WALNUT STREET
PADRON PLACE
CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE
EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS)
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
4 19
24 25 SEE SHEET 6
MB
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 4+00 5+00 5+0934+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
EXIST R/W
EXIST EG
EXIST CL
24 24 24 24
5 22 5 22 55.0'30.0' 25.0' 5.5' 20.0' 9.5' 55.0'25.0' 30.0' 10.0' 20.0' 20.0'5.0' 19.5'
EXIST R/W
EXIST EG
EXIST CL
25 POLE MB
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+57 8+00 8+39 14+00 4+0042+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
EXIST R/W
EXIST EG
EXIST CL
EXIST R/W
EXIST EG
EXIST CL
EXIST R/W
EXIST EG
EXIST CL 24
25 24
24 24 24 25 25 25 60.0'30.0' 30.0' 10.0' 20.0' 20.0'10.0' 60.0'30.0' 30.0' 10.0' 20.0'20.0' 10.0' 5 22 5 22
CITY LIMITS
52+57.35
5 22 5 22
5 CONSTRUCTION NOTES:
LEGEND
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
WALNUT STREET 243RD PLACE 242ND PLACE CALLISON TURRELL STREET STREET WALNUT STREET APRIL COURT CALLISON STREET MATCH LINE STA 42+00 SEE BELOW RIGHT MATCH LINE STA 42+00 SEE ABOVE LEFT CONSTRUCT 4 1/2" AC OVER 5" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 9 1/2" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS)
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
5 22
FULL PAVEMENT SECTION RECONSTRUCTION
24 25
SEE SHEET 10 SEE SHEET 8 241ST STREET SEE SHEET 8 240TH STREET SEE SHEET 8
MB 0+00 1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 8+38
EXIST R/W
EXIST EG
EXIST CL
24 24
6 20
25 54.0' 27.0' 27.0' 12.5' 14.5' 15.5' 11.5'
EXIST R/W
EXIST EG
EXIST CL CITY LIMITS
5+09.51
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+11 1+00 2+00 3+00 4+00 4+65
EXIST R/W
EXIST EG
EXIST CL
EXIST R/W
EXIST EG
EXIST CL
24 24
24 7 21
25 4 19 54.0' 27.0' 27.0' 14.5' 15.0' 12.0'
54.0'
27.0' 27.0'
10.0'
17.0'17.0'
10.0' 32.0' 16.0' 16.0' 3.0' 13.0' 13.5' 2.5' 12.5'
CITY LIMITS
6+65.05
24 4 19 25+00 26+00 27+00
0+00 1+00 2+00 2+66 0+00 1+00 2+00 25+00 26+00 27+00
EXIST R/W
EXIST EG
EXIST CL
24 24
25 7 21 40.0' 20.0' 20.0' 5.0' 15.0' 15.0' 5.0'
40.0'
20.0' 20.0'
5.0'
15.0'15.0'
5.0' 21
7 EXIST R/W
EXIST EG
EXIST CL
6 CONSTRUCTION NOTES:
LEGEND
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
248TH STREET WESTERN AVENUE
246TH STREET WESTERN AVENUE ABITA AVENUE
247TH STREET WALNUT STREET
6 7
CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE
CONSTRUCT 4" AC OVER 6" AB OVER 95% COMPACTED SUBGRADE
CONSTRUCT 4" AC OVER 7 1/2" AB OVER 95% COMPACTED SUBGRADE EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 10" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) EXCAVATE 11 1/2" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS)
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
20 21
FULL PAVEMENT SECTION RECONSTRUCTION
24 25 FALENA AVENUE
4 19
FP 2+00 2+56 10+00 11+00 0+00 1+00
5+03
0+00 1+00 2+00 3+00 4+00 5+00
EXIST R/W
EXIST EG
EXIST CL
24 24
24 54.0' 4 19 27.0' 12.0' 15.0'12.0' 27.0' 15.0'
7 CONSTRUCTION NOTES:
LEGEND
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
STANHURST AVENUE 241ST STREET CALLISON STREET
CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE
EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS)
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
19 4
FULL PAVEMENT SECTION RECONSTRUCTION
24 25
SEE SHEET 8
SEE SHEET 8
SEE SHEET 8
MB
FP 41+00 42+000+00 1+00 2+00 3+00 4+00 0+00 41+00 42+00
EXIST R/W
EXIST EG
EXIST CL
24 4 19 54.0' 27.0' 27.0' 12.0' 15.0' 15.0' 12.0'
4 19
25 MB POLE 46+00 47+00
0+00 1+00 2+00 2+56
10+00 11+00 12+00 13+00
14+00
5+03 4+00 5+00 46+00
47+00
EXIST R/W
EXIST EG
EXIST CL
24 24
4 19 56.0' 29.0' 27.0' 12.0' 15.0' 15.0' 14.0'
4 19
EXIST R/W
EXIST EG
EXIST CL
MB
POLE 49+00 50+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+39 49+00 49+61 49+00 50+00
EXIST R/W
EXIST EG
EXIST CL 55.0' 25.0' 30.0' 10.0' 20.0' 15.0' 10.0'
1 8 11 15 23 1 8 11 15 23 50.0' 25.0' 25.0'5.0' 20.0' 15.0' 10.0' 25 25
8 CONSTRUCTION NOTES:
LEGEND
AC OVERLAY
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
CALLISON STREET STANHURST AVENUE WALNUT STREET
241ST STREET WALNUT STREET STANHURST AVENUE
240TH STREET WALNUT STREETSTANHURST AVENUE CABRILLO AVENUE ESHELMAN AVENUE COLD MILL 1.0" EXISTING PAVEMENT SECTION
CONSTRUCT 4" AC OVER 4" AB OVER 95% COMPACTED SUBGRADE
CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER
COLD MILL EXTRA EXISTING AC PAVEMENT SECTION FROM OUTSIDE OF PARKING LANE 6' TO THE LIP OF GUTTER TO 1.5" BELOW THE LIP OF GUTTER CONSTRUCT 1.0" TO 1.5" AC LEVEL COURSE. TAPER LEVEL COURSE THROUGH PARKING LANE 8' FROM CURB FACE TO 0" THICKNESS AT GUTTER LIP. INSTALL PAVEMENT FABRIC USING 0.20 GAL/SY PG 70-10 ASPHALT BINDER EXCAVATE 8" EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) INSTALL 2" MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY
ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
4 8
11 15
19 23
1 FULL PAVEMENT SECTION RECONSTRUCTION
24 25
SEE SHEET 7 SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
SEE SHEET 6
WALNUT STREET LA COUNTY PUBLIC WORKS DRIVEWAY 45 41 6 44 EX. PP P 2 5 35 42 2 32 41 6 45 442 5 35 42 2 32 31 7 31 7 MB WALNUT STREET CALLISON STREET 6 38 45 44 44 P EX. TS 2 42 P EX. FH 38 6 45 44 44 2 2 34 4 42 P EX. LP P P EX. PP/LP EX. TS 31 7 31 7 EX. TS P 2 34 4 33 3 33 3 6 40 45 44 44 P EX. TS 2 2 32 45 44 44 2 2 EX. FH P EX. PP P APRIL COURT 7 31 31 7 WALNUT STREET 6 40 34 4 34 4 33 3 33 3 A 9 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE R Know what'sbelow. Callbefore you dig. SM P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 15 SHTS RWMM SUBMITTED BY DAVID EVANS & ASSOCIATES : MARIE MARSTON PROJECT MANAGER DATE PREPARED BY: TEL. (310) 325-7110 FAX. (310) 325-4024 24300 NARBONNE AVENUE, LOMITA, CA 90717 T T R G I NEERCE 38798 Exp. 03/31/25 STA C T A M REG I S I V I L RN I A NO R F RE E EID PRO S O MAR ESS I NAL EN E OF O CAL I F Tustin, California 92780 Phone: 714.665.4500 17542 17th Street, Suite 150 CONSTRUCTION NOTES: CURB RAMP 23 & 24 CURB RAMP 25 & 26 CURB RAMP 27 & 28 PROTECT IN PLACE (ITEM AS NOTED) SAWCUT AND JOIN EXISTING PAVEMENT CONSTRUCT 4" PCC SIDEWALK PER APWA STD. 113-2 CONSTRUCT CURB PER APWA STD. 120-3 CONSTRUCT 8" PCC CROSS GUTTER PER APWA STD. 122-3 CONSTRUCT CURB AND GUTTER PER APWA STD. 120-3 CONSTRUCT CURB RAMP CASE A TYPE 6 PER APWA STD. 111-5 CONSTRUCT CURB RAMP CASE B TYPE 2 PER APWA STD. 111-5 CONSTRUCT CURB RAMP CASE D TYPE 2 PER APWA STD. 111-5 CONSTRUCT RETAINING CURB PER APWA STD. 111-5 SAWCUT AT THE NEAREST JOINT OR AS SHOWN IN THE CURB AND GUTTER PLACEMENT DETAIL AND JOIN EXISTING SIDEWALK CONSTRUCT YELLOW DETECTABLE WARNING SURFACE PER APWA STD. 111-5 BRING EXISTING MANHOLES/ VALVE BOXES / METER BOXES / PULL BOXES COVERS TO THE FINISHED GRADE LEVEL AFTER CONSTRUCTION P PROPOSED PCC CONCRETE REMOVE EXISTING PCC SIDEWALK, CROSS GUTTER, CURB, GUTTER, CURB RAMP, BUSHES, GRASS LAWN, IRRIGATION SYSTEM AND MISCELLANEOUS LANDSCAPE FEATURES 1' WIDTH REMOVAL EXISTING ASPHALT AND REPLACE WITH FULL DEPTH AC PAVEMENT LEGEND 313234353840414244452 REMOVE 4" PCC SIDEWALK 3 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB 4 REMOVE 8" PCC CROSS GUTTER 5 REMOVE VARIABLE HEIGHT 5" TO 7.5" PCC CURB AND GUTTER 6 REMOVE EXISTING PCC CURB RAMP 7 REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PER CURB AND GUTTER PLACEMENT DETAIL, SEE SHEET 9 REMOVAL NOTES: CROSS STREET CORNER CASE TYPE COMMENTS 2425262728 CALLISON STREET AND WALNUT STREET DRIVEWAY AND WALNUT STREET DRIVEWAY AND WALNUT STREET CALLISON STREET AND WALNUT STREET APRIL COURT AND WALNUT STREET APRIL COURT AND WALNUT STREET SWNWSWNWSWNW DAABBD 226622 23 1. THE CONTRACTOR TO VERIFY DETAILS WITH SITE VISIT, ANY CHANGES SHOULD BE DOCUMENTED BEFORE STARTING WORK. 2. THE CONTRACTOR TO FOLLOW THE LATEST APWA STANDARDS. ADA RAMPS GENERAL NOTES LEGENDTAPER GRINDING FIRE HYDRANT LIGHT POLE POWER POLE TRAFFIC SIGN POLE FHLPPPTS 33 EXISTING AC PAVEMENT REMOVE 8" AC/AB FILL WITH FULL DEPTH AC 1' NOT TO SCALE CURB AND GUTTER PLACEMENT DETAIL A ESHELMAN AVENUE 252ND STREET 40 6 45 44 44 2 33 3 EX. TS P 7 31 34 4 ESHELMAN AVENUE 252ND STREET 38 6 45 44 44 2 42 P P EX. FH EX. TS 2 31 7 7 31 3 33 4 34 POLE ESHELMAN AVENUE LOMITA BOULEVARD 45 44 44 2 5 35 42 P EX. SP MAST/LP EX. SP/PPB P 7 31 37 6A ESHELMAN AVENUE LOMITA BOULEVARD 44 44 2 45 EX. TS P 35 5 31 7 EX. PPB P 37 6 ESHELMAN AVENUE LOMITA BOULEVARD 6 40 45 44 442 32 2 4 34 42 32 2 P EX. SP MAST/LP 7 31 P EX. SP/PPB A 7 31 3 33 ESHELMAN AVENUE LOMITA BOULEVARD 45 44 44 P 2 35 5 37 EX. SP MAST/LP 31 7 2 32 2 32 EX. SP/PPB P 6 ESHELMAN AVENUE ESHELMAN WAY 6 40 45 44 44 2 42 P P EX. FH EX. TS 7 31 4 34 3 33 ESHELMAN WAY ESHELMAN AVENUE 45 32 2 EX. TS P 2 7 31 4 346 41 44 3 33 ESHELMAN AVENUE 242ND ST 6 40 45 44 44 2 2 32 EX. TS P EX. FH P 7 31 3 33 34 4 ESHELMAN AVENUE 242ND ST40 6 45 44 44 P 2 2 32 EX. PP/LP P EX. TS 31 7 34 4 P EX. PPP EX. TS 33 3 10 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE R Know what'sbelow. Callbefore you dig. SM P R O J E C T A N D S H E E T T I T L E DESIGNED BY : DRAWN BY : CHECKED BY : SHT OF 15 SHTS RWMM SUBMITTED BY DAVID EVANS & ASSOCIATES : MARIE MARSTON PROJECT MANAGER DATE PREPARED BY: TEL. (310) 325-7110 FAX. (310) 325-4024 24300 NARBONNE AVENUE, LOMITA, CA 90717 T T R G I NEERCE 38798 Exp. 03/31/25 STA C T A M REG I S I V I L RN I A NO R F RE E EID PRO S O MAR ESS I NAL EN E OF O CAL I F Tustin, California 92780 Phone: 714.665.4500 17542 17th Street, Suite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
MB
MB SS SS SS SS SS
SS
SS
SS
SS
SS
SS SS SS SS
SS
0+00 1+00 2+00
3+00
4+00
5+00 5+1529+00 30+00
EXIST R/W 31+00
EXIST EG
EXIST CL
EXIST R/W
EXIST EG
EXIST CL
"STOP" PM
R1-1 E
12" WHITE
LIMIT LINE PM
E SNS
R30(CA) MOD
E SNS
RP
MB
POLE
MB
MB FO FO FO FO FO SS SS
SS SS SS SS SS SS SS SS SS SS
0+00 1+00 2+00 3+00 4+00 5+005+09 33+00 34+00 35+00
EXIST R/W
EXIST EG
EXIST CL
1 "STOP" PM
E
R1-1
R30(CA) MOD
12" WHITE
LIMIT LINE PM
SNS E
1 E
"NOT A THROUGH
STREET"
R30(CA) MOD
R30(CA) MOD E
R30(CA) MOD E
R30(CA) MOD E
RP
LEGEND AND CONSTRUCTION NOTES
E
1 RP
PM
11 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
TURRELL STREET WALNUT STREET
NORDMAN STREET WALNUT STREET
PADRON PLACE
MB
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 4+00 5+00 5+0933+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
EXIST R/W
EXIST EG
EXIST CL
E R30(CA)
MOD
E R30(CA)
MOD
E R30(CA)
MOD
E R30(CA)
MOD
E R30(CA)
MOD E SNS
R30(CA) MOD
E
"NO PARKING HERE
TO CORNER"
"EXCEPT..."
R30(CA) MOD
E W1-3
W13-1P(20)
2 2
2 2
SEE
SHEET 22
SEE SHEET 15
20'
1 162' 1
246' 1
RP POLE MB
FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO
FO FO FO
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS8+00 8+39 14+00 4+00 4+9842+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 52+57
EXIST R/W
EXIST EG
EXIST CL EXIST R/W
EXIST EG
EXIST CL
1 E SNS
"NEIGHBORHOOD
WATCH"
1 "STOP" PM
E
"TORRANCE..."
R81A(CA)
R30(CA) MOD
E
R2-1(25)
R48-1(CA)
R30(CA) MOD
E R30(CA)
MOD
E R30(CA)
MOD
E R30(CA)
MOD
E
"NOT A THROUGH STREET"
"NEIGHBORHOOD WATCH"
E SNS E R30(CA)
MOD
E SNS
1 E R30(CA) MOD
E R30(CA) MOD
E R30(CA) MOD
12" WHITE
LIMIT LINE
PM
SNS E
R48(CA) MOD
R30(CA) MOD
E NEIGHBORHOOD E R30(CA) MOD
WATCH
2 2
2 2
263' 1
100' 1
130' 1
101' 1
SEE SHEET 15
RP
RP
RP
LEGEND AND CONSTRUCTION NOTES
E
1 2
RP
##
12 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
WALNUT STREET 243RD PLACE 242ND PLACE CALLISON STREET TURRELL STREET WALNUT STREET APRIL COURT CALLISON STREET MATCH LINE STA 42+00 SEE BELOW RIGHT MATCH LINE STA 42+00 SEE ABOVE LEFT 241ST ST 240TH ST MB
E E
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
0+00 1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00 8+38
EXIST R/W
EXIST EG
EXIST CL E
"CITY OF LOMITA"
"NEIGHBORHOOD
WATCH"
1 CITY BOUNDARY
SNS
R1-1
"CITY OF
LOMITA"
"NEIGHBORHOOD
WATCH" FO FO FO FO FO FO
FO
E E E E E
E E E E FO FO FO FO FO FO
FO
FO FO SS SS SS SS SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+11 0+00 1+00 2+00 3+00 4+00 4+65
EXIST R/W
EXIST EG
EXIST CL
PM 12" WHITE LIMIT LINE
E SNS
R1-1
PM "STOP"
1 1
E R81(CA)
R30(CA) MOD
1 1
E
E
CITY BOUNDARY
RP
EXIST R/W
EXIST EG
EXIST CL FO FO FO FO SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS 0+00 1+00 2+00 2+66 0+00 1+00 2+00 25+00 26+00 27+00
EXIST R/W
EXIST EG
EXIST CL
EXIST R/W
EXIST EG
EXIST CL
12" WHITE LIMIT LINE PM
SNS E
1 1
"STOP" PM
W14-2 E
R1-1 E
E SNS
RP
LEGEND AND CONSTRUCTION NOTES
E
1 RP
PM
13 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
248TH STREET WESTERN AVENUE
246TH STREET WESTERN AVENUE FALENA AVENUE ABITA AVENUE
247TH STREET WALNUT STREET
SIGNING AND STRIPING GENERAL
NOTES (FOR SHEETS 11-15)
FP
SS SS SS SS SS SS SS SS SS SS SS SS SS 2+00 10+00 11+00 0+00 1+00 0+00 1+00 2+00 3+00 4+00
EXIST R/W
EXIST EG
EXIST CL 1
E SNS
R-30(CA) MOD
E SNS
1 LEGEND AND CONSTRUCTION NOTES
E
1 2
RP
##
PM
14 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
STANHURST AVENUE 241ST STREET CALLISON STREET
MB
FP FO FO FO FO FO SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
0+00 1+00 2+00 3+00 4+00 4+98 0+00 41+00 42+00
EXIST R/W
EXIST EG
EXIST CL
1 "STOP" PM
R1-1 E
WHITE LIMIT LINE PM
SNS E
E
"NOT A THROUGH STREET"
"NEIGHBORHOOD WATCH"
1 E SNS
RP
RP
MB POLE FO FO FO FO SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
0+00 1+00 2+00
10+00 11+00 12+00 13+00 14+00 4+00 46+00 47+00
1 E
"NEIGHBORHOOD
WATCH"
"NOT A THROUGH
STREET"
R30(CA) MOD
EXIST R/W
EXIST EG
EXIST CL
"STOP" PM
R1-1 E
R30(CA) MOD
WHITE LIMIT LINE PM
R30(CA) MOD E
R30(CA) MOD E R30(CA) MOD E E
"NOT A THROUGH
STREET"
R30(CA) MOD
R30(CA) MOD E
R30(CA) MOD E
E SNS
R30(CA) MOD
R30(CA) MOD E
E SNS
R30(CA) MOD
R30(CA) MOD E
1 SNS E
RP
RP
MB
POLE FO FO FO FO FO FO FO FO FO FO FO FO FO SS SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+39 48+00 49+00 49+61 48+00 49+00 50+00
EXIST R/W
EXIST EG
EXIST CL
"STOP" PM
E R1-1
R30(CA) MOD
WHITE LIMIT LINE PM
E
R30(CA) MOD
"NEIGHBORHOOD
WATCH"
E R30(CA) MOD
E R30(CA) MOD
E R30(CA) MOD
R30(CA) MOD E E R30(CA) MOD
SNS E
E R30(CA) MOD
"NEIGHBORHOOD
WATCH"
E R1-1
E SNS
R48(CA) MOD
R30(CA) MOD
RP
LEGEND AND CONSTRUCTION NOTES
E
1 RP
PM
15 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
R Know what'sbelow. Callbefore you dig.
SM
P R O J E C T A N D S H E E T T I T L E
DESIGNED BY : DRAWN BY : CHECKED BY :
SHT OF 15 SHTS
RW
MM
SUBMITTED BY DAVID EVANS & ASSOCIATES :
MARIE MARSTON
PROJECT MANAGER
DATE
PREPARED BY:
TEL. (310) 325-7110 FAX. (310) 325-4024
24300 NARBONNE AVENUE, LOMITA, CA
90717
T
T R
G I NEERCE 38798
Exp. 03/31/25
STA C
T
A M
REG I S
I V I L
RN I A
NO
R
F
RE
E EI
D PRO
S
O
MAR
ESS I NAL EN
E OF O
CAL I F
Tustin, California 92780
Phone: 714.665.4500
17542 17th Street, Suite 150
CALLISON STREET STANHURST AVENUE WALNUT STREET
241ST STREET WALNUT STREET STANHURST AVENUE WALNUT STREET 240TH STREET STANHURST AVENUE CABRILLO AVENUE ESHELMAN AVENUE
APPENDIX I
CONSTRUCTION AND DEMOLITION
DEBRIS RECYCLING SUMMARY
CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING SUMMARY
Project Type:
Project Name: _________________________________________________ Date: ______________________ City Contract No. ___________________________________________________________________________ Project Location: ___________________________________________________________________________ Thomas Guide Page/Grid No(s): ______________________________________________________________ Contractor Name: __________________________________________________________________________ Contractor Address: ________________________________________________________________________ Contractor License #: _______________________________________________________________________ Project Duration: From: _____________________________ To: _______________________________ Demolition and Recycling Cost: $_______________________________________________________ Type(s) of Debris
Generated
Total
Quantity
Generated
(tons, c.y.
or units)
Reuse / Recycling Disposal
Total
Quantity
(tons, c.y.
or units)
Name of
Reuse/Recycling
Facility/Site
Total
Quantity
(tons, c.y.
or units)
Name of
Disposal Facility
Asphalt
Brick
Concrete
Green Waste
Metal (ferrous)
Metal (non-ferrous)
Mixed Debris
Rock
Soil Wood Waste
Other:
Total
Notes:
• Other debris types may include, but are not limited to: Ash, Cardboard, Carpeting, Glass Gravel, Land Clearing Debris, Non-friable Asbestos, Paper, Plastic, Porcelain, Roofing Material, Sand and Tires. Attach additional sheets if necessary. • If the debris is taken to a transfer station solely for the purpose of reuse/recycling, then list the transfer station as the reuse/recycling facility/site.
• If the debris is taken to a transfer station solely for the purpose of transfer to a disposal facility, then list the transfer station as the disposal facility.
Prepared by ________________________________ Signature ___________________________________ Phone #: ____________ Roadway and/or Bridge/Structure Water/Sewer
Traffic Signal/Street Lighting Other _______________________
APPENDIX II
CITY OF LOMITA
STANDARD PLANS
12" TRENCH WIDTH
24" MIN 12"
SAWCUT
6 "
VARIES
12 " NO. 12 INSULATED
CAP WIRE TAPED TO PVC PIPE
2" WIDE WATER LINE
WARNING TAPE
3 4
2 1
3 EXISTING ASPHALT
CONCRETE
6 5
1" THICKER THAN EXISTING MIN.
6 " 6 "
6 "
NOTES:
CONSTRUCT NEW CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB), SHALL MATCH THE EXISTING BASE THICKNESS, OR 6-INCHES, WHICHEVER IS GREATER AND SHALL BE COMPACTED TO 95% RELATIVE DENSITY. THIS REQUIREMENT SHALL ALSO APPLY OVER SLURRY BACKFILLS UNLESS OTHERWISE APPROVED BY THE ENGINEER.
BACKFILL SHALL BE EITHER:
A. CRUSHED AGGREGATE BASE
B. CRUSHED MISCELLANEOUS BASE
C. TWO SACK CEMENT SAND SLURRY
COMPACTION TO 90% RELATIVE DENSITY WHEN SLURRY BACK FILL IS NOT USED. COMPACTION TESTING (USING CITY APPROVED METHOD) IS REQUIRED UNLESS SLURRY IS USED. ASPHALT CONCRETE PAVING WILL OCCUR NO SOONER THAN 42 HOURS AFTER SLURRY BACKFILL OF TRENCH.
BACKFILL FOR NARROW TRENCHES PER SECTION 306-12.2 OF THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK")
SOIL TESTING MAY BE REQUIRED TO BE PROVIDED TO THE CITY INSPECTOR ON A CASE-BY-CASE BASIS.
FINE SAND BEDDING HAND TAMP OR MECHANICAL TAMPING AT 12" MAX LIFTS.
CONSTRUCT NEW ASPHALT CONCRETE BASE COURSE, TYPE B, PG 64-10, 1" THICKER THAN EXISTING SECTION.
CONSTRUCT NEW ASPHALT CONCRETE WEARING COURSE, TYPE C2, PG 64-10 THE TOTAL THICKNESS OF 4 + 5 SHALL BE 6" MINIMUM. ASPHALT CONCRETE LAYERS SHALL BE COMPACTED TO 95% RELATIVE COMPACTION UPON COMPLETION OF BACKFILLING THE TRENCH, ASPHALT CONCRETE BASE COURSE SHALL BE INSTALLED FLUSH WITH THE EXISTING PAVEMENT. NO SOONER THAN 14 CALENDAR DAYS AFTER COMPLETION OF AFOREMENTIONED ASPHALT CONCRETE BASE COURSE IT SHALL BE COLD PLANED TO 2 INCH DEPTH ENTIRE LENGTH OF THE TRENCH UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. A NEW ASPHALT CONCRETE WEARING COURSE SHALL BE INSTALLED FLUSH WITH THE ADJACENT SURFACE.
ALL UTILITIES TO BE INSTALLED BENEATH PUBLIC STREETS, INTERSECTIONS, AND STREET CROSSINGS (LOCAL STREETS EXCEPTED) SHALL BE BORED UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. IF OPEN CUTTING OF A STREET IS ALLOWED, REPAIR OF THE STREET SHALL BE IN ACCORDANCE WITH THIS STANDARD PLAN.
ALL TRAFFIC STRIPING AND/OR MARKINGS REMOVED BY THE RESTORATION WORK SHALL BE REPLACED.
ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK").
IF UNSTABLE SOIL IS ENCOUNTERED, THE CITY INSPECTOR SHALL DETERMINE OVER EXCAVATION DEPTH AND FOUNDATION RE-FILL MATERIAL PER CITY DIRECTION.
1 2
3 4
5 6
7 8
9 W-100
Scale: N.T.S.
WATER MAIN TRENCH DETAIL
Drawn:
Date:
DRAWING NO.
APPROVED:
Mark McAvoy, P.E. CITY OF LOMITA Director of Public Works PUBLIC WORKS DEPARTMENT JAN 2017 42" MIN. 54" ~ 60" AVG. DEPTH PIPE ZONE BEDDING TRENCH BACKFILL ZONE BASE 10 BACK1:-ILL
" . ',' ',: ... :' . " .- ~. I ,
:- ~I - , ., .. '
,~ . '". ;. ' .,' '" N .) ,.'.
W
Z
0 N
W
0....
0....
to
_._~ INSTALL BLUE WARNING TAPE
READINC '\,vATil:;Z L..INI::" BEL..OW"
(CENT[RLD OVER PIPE)
~-_ ~.-WA I'I~ MAIN
MIL POLYETHYLENE WRAP
-1----- OENSIFIED SAND ulNG
I'l.',..---- 8
(SEE. NOTES 1, 2 & 3)
6" 6"
NOTES:
1. SAND BEDD!NG SI-IALL CONiORM TO
or TI,I ST/\NDARD SPECIFICATIONS FOR
(LATEST EDITION).
2. DENSIFICATION OF BEDDING SHALL BE'
WITH 306-1.2.1 or HE STANDARD
CONSTRUCTION (LATEST EDiTION).
3. !-3[DDING SHALL BE COMI::lACTED TO
STRUCTUf~ES AND 90% EL.SEWHERE.
ACCOt..1PANYI C TO'S W-.~OO AND ST- 116
------CITY OF LOMITA _ __.._PUBLIC
Dt~IT I -::;UFD
SEPT 1, 2007 BEDDING FOR
DRAWN BY: 'M::NOELL E. JOHNSON, SHIVOEV S. 8RAR CITY ENGINEER A : CERllFICAliON 'NO. C 66340 AUG 1~ 2007 SECTIONS 200-1.5.3 AND 200-1.5.5
PUB IC WORKS CONSTRUCTION
ACCOMPLISHED IN CONFORMANCE
SPEC!FICATIOf-,JS FOR PUBLIC WORKS
95% OF MAXIMUM DENSiTY UNDER
_--_.-
WORKS DEPARTMENT _ __..-_._---,-
L
STANDARD NO.
WATER PIPE W-121
SHEET 1 OF 1
IflTM I DESCRIPTION
1 KUPF'E:RLE TRUFLO MODEL TF550 BLQI,II-OFF HYDRANT W/2" FIP INLET 2 2" ADAPTOR - 2''' MIP x SJ
3 2" COPPER TYPE K TUBING
4 2" FIP BALL VALVE - FORD B11-777 OR JONES J-1900
5 2" BRASS STREET ELBOW
6 VALVE BOX ASSE;MBLY (SEE W-150) MOD.
7 2" BRASS NIPPLE AS REQUI~ED
8 CONC. THRUST BLOCK PER W~140. W-142
9 PIPE SIZE C.1. M.J. CAP W/2" IP DRILLED & lAPPED HOLE 10 2" 90' ELBOW - COPPER TO COPPE;R SJxSJ
• DJ. PIPE
7 PLAN
CURB & GUTIER
- PE UP
PROFILE
\.... _..J
I
18"±
* WHERE THERE IS NO CURB, THE BLOW-OFF BOX
SHALL BE SET 5' CLEAR OF PROPERTY LINE.
ACCOMPANYING STD'S W-300. W-121, W-150, W-140 AND W-142
CITY OF LOMITA PUBLIC WORKS DEPARTMENT
DATE ISSUED
SEPT 1, 2007
WENDELL E. JOHNSON.
CITY ENGINEER
CERnnCAnON NO. C 66340
STANDARD NO.
W-124
SHEET 1 OF 1
APPENDIX III
LOS ANGELES COUNTY SANITATION
DISTRICTS SEWER MANHOLE
ADJUSTMENT PROCEDURES
DOC 301411 Rev. 09/2020
Non-LACDPW regrading and/or resurfacing projects in the LA Basin that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:
ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re-grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:
1. The Contractor shall notify CSD’s Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes.
2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole.
d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.
3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade. b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.
The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.
DOC 301411 Rev. 09/2020
LACDPW re-grading and/or resurfacing projects in the LA Basin that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:
ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE The Contractor shall notify the County Sanitation Districts (CSD) Superintendent of Maintenance at (310) 638-1161 a minimum of three (3) working days prior to the start of any work involving CSD manholes. The Contractor shall furnish the cost in writing for adjusting or reconstructing each manhole in accordance with Sections 403-1, 301-1.7 and 302-5.9 of the Standard Specifications for Public Works Construction as amended by CSD. CSD will notify the Contractor within three (3) working days whether to proceed with the work at the price quoted, or that CSD will perform the work as the utility owner.
If the Contractor is authorized to proceed with the work, the following procedures shall be followed:
CSD will issue a purchase order in the amount of the written price. The Contractor shall proceed to adjust or reconstruct each manhole as the owner. CSD will provide inspection of the work at no cost to the Contractor.
After the work is completed and accepted by CSD, the Contractor shall invoice CSD for the cost. Payment will be made within thirty (30) days of the receipt of the invoice.
If CSD elects to adjust or reconstruct the manholes as the owner, the following procedures shall be followed:
The Contractor shall furnish and deliver to CSD a suitable temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft to a depth 6 inches below subgrade. The Contractor shall pave over the cover plate. The Contractor shall mark the location of the manhole that has been paved over. The Contractor shall remove the pavement over the manhole and the surrounding area and then remove the cover plate, including any construction debris that may have accumulated in the manhole. CSD will raise the manhole and set the frame and cover to final grade. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame (in unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap) and shall backfill and compact and complete the pavement around the manhole.
DOC 301411 Rev. 09/2020
Non-LACDPW re-grading and/or resurfacing projects in the Santa Clarita or Antelope Valley that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:
ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE When County Sanitation Districts (CSD) manholes must be adjusted to new grade because of re-grading and/or resurfacing over the manholes, the work will be done by CSD in conjunction with the Contractor responsible for the re-grading and/or resurfacing work pursuant to the following procedures:
1. The Contractor shall notify CSD’s Superintendent of Maintenance at (661) 257-4809 a minimum of three (3) working days prior to the start of any work involving CSD manholes.
2. If grade over manhole is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel cover plate of adequate thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance outside of the manhole as required for CSD to remove the manhole frame and cover. c. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft and place the cover plate over the manhole.
d. The Contractor shall store and protect the frame and cover and fill and/or pave over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to raise the manhole to final grade. Pavement and/or fill shall be removed to a minimum depth of not less than 6 inches below final grade and 12 inches around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole and set the frame and cover to final grade. g. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame. In unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap. The Contractor shall backfill and compact and complete the pavement around the manhole.
3. If grade over manhole is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and cover to final grade. b. Repeat steps e. through g. of Item 2 above except when grade is to be raised more than 2 feet. In such case, the Contractor shall excavate around the manhole to a depth and distance as determined by and required by CSD to remove and reconstruct the manhole shaft with the required taper.
The Contractor shall be responsible for furnishing, placing, and maintaining barricades and lights as necessary to protect the public from danger due to the work being performed.
DOC 301411 Rev. 09/2020
LACDPW re-grading and/or resurfacing projects in the Santa Clarita or Antelope Valley that require adjustment of CSD manholes in public rights-of-way shall include the following in their project specifications, or, if already in progress, the Contractor shall follow the following procedures:
ADJUSTMENT OF COUNTY SANITATION DISTRICTS MANHOLES TO NEW GRADE The Contractor shall notify the County Sanitation Districts (CSD) Superintendent of Maintenance at (661) 257-4809 a minimum of three (3) working days prior to the start of any work involving CSD manholes. The Contractor shall furnish the cost in writing for adjusting or reconstructing each manhole in accordance with Sections 403-1, 301-1.7 and 302-5.9 of the Standard Specifications for Public Works Construction as amended by CSD. CSD will notify the Contractor within three (3) working days whether to proceed with the work at the price quoted, or that CSD will perform the work as the utility owner.
If the Contractor is authorized to proceed with the work, the following procedures shall be followed:
CSD will issue a purchase order in the amount of the written price. The Contractor shall proceed to adjust or reconstruct each manhole as the owner. CSD will provide inspection of the work at no cost to the Contractor.
After the work is completed and accepted by CSD, the Contractor shall invoice CSD for the cost. Payment will be made within thirty (30) days of the receipt of the invoice.
If CSD elects to adjust or reconstruct the manholes as the owner, the following procedures shall be followed:
The Contractor shall furnish and deliver to CSD a suitable temporary steel cover plate of adequate thickness and size approved by CSD for the manhole. CSD will remove the manhole frame and cover and the interfering portion of the manhole shaft to a depth 6 inches below subgrade. The Contractor shall pave over the cover plate. The Contractor shall mark the location of the manhole that has been paved over. The Contractor shall remove the pavement over the manhole and the surrounding area and then remove the cover plate, including any construction debris that may have accumulated in the manhole. CSD will raise the manhole and set the frame and cover to final grade. The Contractor shall provide a 12-inch wide by 12-inch high concrete ring around the manhole frame (in unpaved areas, the concrete ring shall include #3 rebar, 12-inch overlap) and shall backfill and compact and complete the pavement around the manhole.
APPENDIX IV
CITY OF LOMITA
TRASH COLLECTION SCHEDULE
APPENDIX V
CITY OF LOMITA
STREET SWEEIPING SCHEDULE
Street Sweeping Schedule
Wednesday, Thursday, Friday
10am to 12pm
ESHELMAN
WAY CITY HALL
6am to 8am 8am to 10am
12pm to 2pm
Sweep streets marked in red in
extra time between postings
APPENDIX VI
APWA STANDARDS
Exhibit B: Contractor’s Bid Proposal
PAGE INTENTIONALLY LEFT BLANK
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Interim Public Works Director MEETING DATE: September 3, 2024
SUBJECT: Comprehensive Capital Improvement Program (CIP) Master Plan Update
RECOMMENDATION
Receive and file the comprehensive project update from the 2022-2027 Capital Improvement Program (CIP) Master Plan.
BACKGROUND
The City’s Capital Improvement Program (CIP) Master Plan is a strategic tool for planning purposes. City staff developed the 2022-2027 CIP Master Plan by compiling needs from other planning documents such as the Water Master Plan, the ADA transition plan, Bike and Pedestrian Master Plan, the Safety and Housing Elements, and the Pavement Management Plan. In addition, citywide needs were gathered from City Council, City Commissions, residents, and staff. The current plan was approved by the City Council on June 21, 2022.
Staff will provide a presentation updating the City Council on the progress of the City’s CIP Master Plan.
FISCAL IMPACT
There are no financial implications resulting from this presentation.
OPTIONS
Receive and file.
ATTACHMENTS
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 8b
Tuesday, September 03, 2024 Reg CC MTG, Page *203
2 1. CIP Status Worksheet
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Interim Public Works Director
Tuesday, September 03, 2024 Reg CC MTG, Page *204
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
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 $ 858,200 $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 $ 656,040 $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 $904,355 $81,284
F-368
City Hall HVAC Upgrades: This design-build 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 1,740,799 $ $0 $0
Project
ID # Project Description Phase Budget
Total Contracts
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 $939,155 $186,586
Facilities O V E R V I E W
Stormwater
100% plans are in progress_Funding not Available yet for this fiscal year.
Pre-construction meeting scheduled for Sep 9.
Preliminary Design to Council anticipated on Oct. 15
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.
Attachment No. 1
Tuesday, September 03, 2024 Reg CC MTG, Page *205
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
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 $ 2,611,941 $199,940 $151,552
Project
ID # Project Description Phase Budget
Total Contracts
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 $ 5,178,140 $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 $ 2,436,118 $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 $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 $ 2,382,955 $888,067 $480,423
W-383
Alta Vista Ave Water Main Replacement: Install a 6" water pipe to replace an aging 4" pipe from 263rd to the City Limit Design $ 150,000 $0 $0 Status
SCADA Upgrades are currently underway. An inventory of items to be repaired is in progress by Hazen & Sawyer.
Potholing report to be submitted in September/October.
Delivery of last two items is pending due to supply chain issues.
Construction work in ongoing. 1300 ft out of 4800 ft of pipe have been installed to date.
Approval from State Drinking Water Division pending.
Water
O V E R V I E W
Water & Street
O V E R V I E W
Status
Environmental reviews ongoing as the design consultant is working on final 100% design.
Design is anticipated to be completed this winter.
Tuesday, September 03, 2024 Reg CC MTG, Page *206
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
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.
Construction $ 2,021,835 $1,644,428 $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).
Construction $ 250,000 $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 $ 289,000 $260,533 $10,677
S-382
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 $ 200,000 $24,977 $0
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
M-755
Landscape Maintenance District Upgrades & Erosion Control : This project aims to replace the irrigation and turf with drought-resistant landscape for water-conserving purposes as well as reconstructing the existing pedestrian path and erosion control along Palos Verdes Drive.
Study n/a $ 19,276 $ 19,276 Design completed for Maintenance District. Design to be completed for erosion control along PV Drive. Construction to be planned once funding is secured.
Status
Parks O V E R V I E W
Streets
O V E R V I E W
Status
Construction Award to be considered during Sep 3rd Council Meeting to Excel Paving.
Pre-construction meeting held on 8/27. NTP to be sent out second week of September 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 completed early to mid September.
Onward Engineering is performing Design Analysis. Final deliverable expected in November.
Tuesday, September 03, 2024 Reg CC MTG, Page *207
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
SE-100
Sewer System Master Plan (SMP): This study will identify any sewers that are undersized or need replacement/upsizing. Study $ 137,000 $137,544 $117,963 Wastewater
O V E R V I E W
Status
Additional study underway for Harbor Hills. City provided final comments on Sewer System Master Plan to Psomas. Anticipated presentation to council late September Tuesday, September 03, 2024 Reg CC MTG, Page *208