Att A Public Works Agreement Contract flattened — Lomita City Council, September 3, 2024

OF LON

CALIFORN

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").

RECITALS
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.

INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project, a complete set of which is on Tile 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
or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written agreement, the provisions of this Agreement, the Builders General Provisions and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete agreement between CITY and CONTRACTOR and supersede any previous agreements or understandings.

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

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

5. PREVAILING WAGES:

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

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

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

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

When employment around coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or
When the number of apprentices in training in the area exceeds a ratio of one to five, or
When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or When CONTRACTOR provides evidence that CONTRACTOR employs regis- tered 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
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 hereinbetore mentioned, for each calendar day during which the laborer, worker or mechanic is required or permitted to labor more than eight (8) hours in violation of the Labor Code.

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

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

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

CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work, operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

18. WHOLE AGREEMENT: This Agreement supersedes any and all other agreements either oral or written, between the parties and contains all of the D-7
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 hereinatter in execution of this Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein. Each party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and to bind each respective party. This Agreement may be modified by written amendment. CITY's City Manager may execute any such amendment on CITY's behalf.

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

Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of notices 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. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the contract documents and Public Contracts Code §§ 10240- 10240.13.

22. NON-DISCRIMINATION: No discrimination shall be made in the employment of persons in the work contemplated by this Agreement because of race, religion, color, medical condition, sex, sexual orientation, national origin, political affiliation or opinion, or pregnancy or pregnancy-related condition. A violation of this D-8
section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

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

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

25. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES. The Parties agree that this Agreement will be considered signed when the signature of a party is delivered by tacsimile transmission, scanned and delivered via electronic , 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
ATTEST:

By:

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

By:

DATE Trevor Rusin, CITY ATTORNEY
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. 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.

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

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

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

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

6. It is further expressly agreed by and between the parties hereto that the following two provisions, (a) and (b), are a part of this contract:
(a) That the CONTRACTOR specifically agrees to comply with applicable provisions of Section 1777.5 of the Labor Code relating to the employment by contractor or subcontractor under it, of journeyman or apprentices, or workmen, in any apprentice able craft or trade.
(b) By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that code, D-11
and I will comply with such provisions before commencing the performance of the work of this contract.

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

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

Date:

Expiration Date:

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Exhibit A: Notice to Bid Package
OF

CITY LOMIT
FOUNDED 1907

INCORPORATED'
JUNE 30, 1964

CALIFORNY

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)

1. QUALIFICATION OF BIDDERS .. B-2
Il. BIDDER'S RESPONSIBILITY.

III. ADDENDA TO CONTRACT DOCUMENT
IV. PREPARATION OF THE BID
V. BID BOND ....

VI. NON-RESPONSIVE BIDS AND REJECTION
VIl. AWARD OF CONTRACT ..

VIII. EXECUTION OF CONTRACT
IX. APPRENTICESHIP EMPLOYMENT STANDARDS
X. PERMIT, LICENSE AND PUBLIC WORKS AGREEMENT
XI. INSURANCE
XII. PRE-BID INQUIRIES
XIII. LABOR CODE - SB 854
XIV. PREVAILING WAGE ....

XV. GUIDELINES DURING GENERIC PANDEMIC..

XVI.CONFROMANCE WITH CITY OF LOMITA NOISE ORDINANCE
XVII. NOTIFICATION OF RESIDENTS OF START OF WORK.

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

APPENDIX I -CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING

SUMMARY
APPENDIX || - 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 SWEEPING SCHEDULE

APPENDIX VI - APWA STANDARD PLANS

SECTION A

NOTICE INVITING BIDS
A-1
OF
LONE

CALIFOR NIA

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, email [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

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.

Ill. 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.

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.

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 t en (10) percent of the bid amount, which security shall be lawful money o the United States of America and in one of the following forms: (i) cashier's check made payable to the City of Lomita, (i) 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 non- responsive and be rejected.

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

VIl. 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-to- exceed ninety (90) days after date of opening thereof, to waive any informality or irregularity in the Bid, and to be the sole judge of the merits of material included in the respective bids received.

VIlI. 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. APPRENTICESHIP EMPLOYMENT STANDARDS
The Contractor is directed to the provisions in Sections 1776, 1777.5 and 1777.6 of the California Labor Code concerning the employment of apprentices by the contractor or any subcontractor under them.

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

XI. INSURANCE
The Contractor shall maintain Automobile Liability, General Liability and Workers' Compensation Insurance as specified in the Public Works Agreement included in 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 g 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)
C-1

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 of the projectis 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
Unit Unit Total Bid
Item Item Description Qty.

No. Price
1 Mobilization and Demobilization 1 LS $ $
Construction Survey and
2 Monumentation 1 LS $ $
3 Traffic Control 1 LS $ $
4 Water Pollution Control, BMPs, and 1 LS $ $
Preparation of SWPPP
5 Clearing and Grubbing 1 LS $ $
6 Remove 4" PCC Sidewalk. 650 SF $ $
7 Construct 4" PCC Sidewalk. 450 SF $ $
8 Remove 8" PCC Cross Gutter. 1,345 SF $ $
Construct 8" PCC Cross Gutter. 1,345 SF $ $
10 Remove variable height 5" to 7.5" 65 LF $ $
PCC Curb and Gutter.
11 Construct 5" to 7.5" PCC Curb and 65 LF $ $
Gutter.
12 Remove PCC Curb Variable Height up to 110 LF $ $
8" adjacent to PCC Cross Gutter.

Construct PCC Curb Variable Height up LF
13 110 $ $
to 8" adjacent to PCC Cross Gutter.
14 Construct PCC Retaining Curb. 55 LF $ $
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15 Remove PCC Curb Ramp. 4 EA $ $
Construct PCC Curb Ramp with
16 Yellow Detectable Warning Surface 6 EA $ $
Panel.

Unclassified Excavation (Removal
17 and Disposal of Entire Pavement $
Section and Base for Construction of 2,640 CY $
New Pavement Section).
18 Construct Asphalt Concrete. 2,565 TON $ $
19 Construct Crushed Aggregate Base.
1,370 CY $ $
Adjust Sewer and Storm Drain Manhole
20 Frame and Cover to Grade. 13 EA $ $
21 Adjust Valve Box and Cover to Grade 5 EA $ $
(Water or Gas).

Remove Existing Striping, Markings,
22 Legends, Reflectors, and Raised 1 LS $ $
Pavement Markers
Furnish and Install Striping,
23 Markings, Reflectors, and Raised 1 LS $ $
Pavement Markers
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 i 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
the Specifications and all work or expense required for the satisfactory completion of said items. In case of discrepancies between unit prices and totals, the unit prices shall govern.

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

Contractor
Date: _ By:

Contractor's State License No.: Class Exp. Date:

Contractor's Address:

Phone:

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CONTRACTOR'S AFFIDAVIT
STATE OF CALIFORNIA }
}

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

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. 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.

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;
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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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 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.:

C-8

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 Name of Sub- Firm Address License % of the Work Work Contractor Number
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.)
Name (Firm/Agency):

Address:

Contact Person: Email & Number:

Title of Project:

Project Location:

Date of Completion: Contract Amount: $.

2. Name (Firm/Agency):

Address:

Contact Person: Email & Number.:

Title of Project:

Project Location:

Date of Completion: Contract Amount: $.

Name (Firm/Agency):

Address:

Contact Person: Email & Number.:_
Title of Project:

Project Location:

Date of Completion: Contract Amount: $
C-10

VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS
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):

C-11

DISQUALIFICATION OR DEBARMENT
Has your firm, any officer of your firm, or any employee who has a proprietary interest in our firm ever been disqualified, removed, or otherwise prevented from bidding on or arora work on or tony es ederal, state or local project because real in Date: Entity:

Location:

Reason:

Provide Status and any Supplemental Statement:

Has your firm been reinstated by this entity? Yes/No:_
C-12

SECTION D

CONTRACT DOCUMENTS

TO BE SUBMITTED
WITHIN TWENTY ONE (21) CALENDAR DAYS

AFTER AWARD OF CONTRACT
D-1
OF LO

ALIFORNIA

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").

RECITALS
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. 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:

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
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.

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:

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
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 regis- tered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.

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

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
CONTRACTOR must provide copies of the records at its cost.

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.

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.

D-5
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.

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.

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.

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
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.

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.

D-7

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.

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

18. WHOLE AGREEMENT: This Agreement supersedes 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.

D-8
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. DISPUTES. Disputes arising from this Agreement will be determined in accordance with the contract documents and Public Contracts Code §§ 10240- 10240.13.

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

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

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

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

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

D-9
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
ATTEST:

By:

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

By:

DATE Trevor Rusin, CITY ATTORNEY
Attachments: Exhibit A: Contractor's Bid Proposal
D-10

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.

1. 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.

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.

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

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

It is further expressly agreed by and between the parties hereto that the following two provisions, (a) and (b), are a part of this contract:
(a) That the CONTRACTOR specifically agrees to comply with applicable provisions of Section 1777.5 of the Labor Code relating to the employment by contractor or subcontractor under it, of journeyman or apprentices, or workmen, in any apprentice able craft or trade.
(b) By my signature hereunder, as CONTRACTOR, I certify that I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or to undertake self-insurance in accordance with the provisions of that code, D-11
and I will comply with such provisions before commencing the performance of the work of this contract.

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

Date:

Expiration Date:

D-12

PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:

That we, as Principal(s) and
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
_), lawtul 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.

D-13

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
D-14

LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:

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

D-15

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) For the hire of any teams, equipment, implements, or machinery; or (3) For any work or labor; supplies, furnished, provided, used, done, or performed in, upon, for or about or in connection with the said work or improvement; or (4) For amounts due under the Unemployment Insurance Act of the State of California with respect to such work or improvement.
the Surety on this bond will pay the same in an amount not exceeding the sum hereinabove specified in this bond; and, also, in case suit is brought upon this bond, said Surety will (and does hereby agree to) pay a reasonable attorney's fee, to be fixed and taxed as costs, and included in the judgment therein rendered.

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

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

D-16

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
D-17

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 self- insurance before commencing any of the work.

DATED:

CONTRACTOR
By:

Signature
Title:

D-18

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.

E-1
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
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
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 "Tow- Away" and "No Parking Anytime" must be shown on each sign face. The signs shall be mounted on either 1" × 2" X 3' high wood stakes, Type I 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.

E-4
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
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 PUMS shall be manutactured by Solar lech and be model MBL (contact BU 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
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
E-7
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
E-8
• 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.

E-9
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.

E-10
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
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 nanner. RFSs and RFls shall clearly describe the condition or issue of concern, the cause of ne condition or issue and the proposed solution or specific question being posed to th naineer. The contractor shall not be entitled to any delavs or additional compensation as 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
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 21, 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
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
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
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
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
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
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
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 tor 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 "ероху"; 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
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 20
Materials 15
Equipment Rental 15
Other Expenditures 15
To the sum of the costs and markups provided for in this subsection, one (1) percent shall be added as compensation for bonding.
[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 classificatior 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.

E-25
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 retes, ing de s, to line i end indes ad a dedicate gatter and side truncated dome) and all retaining curbs,
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.

E-26
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 OlL - 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.

E-27
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) Tons fruct actor salent street section in Shall prom unty rest real su in construct the adiacent
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.

E-28
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
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.

E-30
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.

E-31
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
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.

E-33

SECTION F

PROJECT PLANS

STREET IMPROVEMENT GENERAL NOTES

CITY OF LOMITA

UGANE COMPACTED FO PERSAS MEMORACTOR MUST PREPARE STREET RECONSTRUCTION PROJECT THE NEO NEN ASPE PAME APROVED SOL STERLANT PRESE TO ZONE G (PHASES 1 & 2)

MI MATESES MUTUOS SE SIN SET TO THE HON CE THC (Y MARA ORIENTE PA NO CA CRUCTOR COMPLETO ATRASEO TOM

PROJECT SITE
IT SALIL DE THE RESPONSBERIITY OF THE CONTRACTOR TO ANTAN ENSECADES. | 206IH STREET DELNCATORS OR OTHER TRAFIY: CONTROL DEVES AT ALL TIMES. WALNUT STREET SKEET 8 SEE SHEET 5
(PHASE 8) (PHASE 1) (
24IST STREET
KHEET 8
(PHASE 2)

STANHURST AVENUE
(PHASE 8)

UNDERGROUND UTILITIES AND STRUCTURE

CHNETS - WALNUT STREET
(PRASE 2) SEE SHEET 5
TURRELL STREET [PHASE I) (
tomits Pat
SHEET 4
(PHASE 1) (
SIMEEPNO SCHEOULE.

NORDMAN STREET Narbome H (PHASE 2)
SHEET 4 - 266TH STREEP
(PHASE 1) EE SBEET 6

PAVEMENT LEGEND
(PHASE 2)

12. STATERINO REFERS TO THE CENTERLINE OF STRCETS EXCEPT KMERE OTNERVASE 847TH STREET:

OTRO. AC OVERLAY

PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
AND CONSTRUCT CORTA SING DURNO CONSTRUCTION.

ABITA AVENDE - Ave
248th st (PHIASE 2)
(PHASE 2) Wester
EMERGENCY VEHICLES.

CONTROL NO AGUE MATA ATAL TECTRE MANS OF DUST LEGEND ABBREVIATIONS

ASPHALT CONGESTE SHEET INDEX
1 ALCES DEO SALES ROCONTACO EN SUSTARECO NIND SETA PAPAN

SEATROR STOPA CRAN HANHOLE AR RELEAS ARIEL

TRE ANDRANT

WATER NETER

STREET UBEHT

UTILITIES CONTACTS

SURITY MON MINT

LOCATION MAP
NOT TO SCHLE e CITY LIMITS
LEAVING PROVENENTS.

AL MAGING ES SHAL CONFORMIN GRADE, COLORAND FINESH

REEN PLACED, INSPECTEO AND APPROVED
PREPARED BY: (OM83 FOSS &A800CKTS

CITY OF LOMITA
City of Lomita Prepored Under The Supervision of : STREET RECONSTRUCTION PROJECT Main Manta yenes
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
DAVID EVANS 2090 (
Die tanta Dote: 103/3204 TITLE SHEET
TEL. (380) 325-7110 FAX. (310)323-0024 MARE WESTON RCE 36789 TO BORONO CAS RE 190( 1 = 15
CONSTRUCTION NOTES:
• PROTECT IN PLACE (ITEM AS NOTED)
CONSTRUCT 4° AC OVER 4' AB OVER 95% COMPACTEO SUBGRADE
CONSTRUCT 4 1/2 AC OVER 5" AB OVER $5% COMPACTED SUBGRADE CONSTRUCT 4" AC OVER E' AB OVER 95% COMPACTED SUBGRADE
CONSTRUCT 4° AC OVER 7 1/Z AB OVER 05% COMPACTED SUBGRADE EXCAVATE 8* EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) EXCAVATE 10° EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) EXCAVATE 9 1/2* EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) 2807 103082 300

19.5 TO 2005 130

TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION
TURRELL ST.

TURRELL ST TO SID-BLOCK CUL-DE-SAC TO WALNUT ST.
00+00 TO 06+85
NÔT TÔ SCM E NOT TO SCALE NOT TO SCALE
REPARED BY: CITY OF LOVITA
City of Lomita Prepared Under The Supervision Of :

PUBLIC WORKS DEPARTMENT STREET RE PHASE I PROJECT
CALIFORANE TYPICAL SECTIONS - PHASE 1
TEL. (310) 325-7110 FAX. (310) 329-4028
CONSTRUCTION NOTES:
• PROTECT IN PLACE (ITEM AS NOTED)
1) COLD MILL 1,0% EXISTING PAVEMENT SECTION

27.0 CONSTRUCT 4° AC OVER 4' AB OVER 95% COMPACTED SUBGRADE 15 g
CONSTRUCT 4 1/2° AC OVER 5° AB OVER 95% COMPACTED SUBGRADE 70 CLEAN AND FILL CRACKS MDER THAN 1/4" WTH ASPHALT BINDER PATING LANE TO THE LIP OF CUTTER TO 1S BENON THELP OF GUTTER

PASINO LEE TO THE LIP OF GUTTER TO BELOR CUTTER
PARKING LATES FROM CURE FACE TO THICKES AT GUTTER P: NSTALL

APER COLO MLL
PAVEMENT FABRIC USING 0.20 GAUSY PG 70-10 ASPHALT BINDER • EXCAVATE 8* EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS)| TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION 22) EXCAVATE 9 1/2 EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) CALLISON ST. VICT SP MArST

VESTERN CY END TO WANI GT
WESTERN SO TO NUT ST. 0 CO TO 2655 (SHELIAN SO NUT ST. 23 INSTALL 2 MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY NOT TO SCALE 10+00 TO 1447% OT TO SCALE

YOT TO SCALE
LEGEND

TASERCOLONEL
LC. LEVEL COURSE
1957

TYPICAL SECTION TYPICAL SECTION

LATHE FION SECTION LATE
ма бина. A00' OR VAR
27,0 27,0
Truin + 12,5 Taint To.

TYPICAL SECTION TYPICAL SECTION TYPICAL SECTION
CUL-DE-SAC TO EAST CITY LIMITS ABITA AVE. TO WALNUT ST. FALENA AVE TO EAST GIEY LIMES REPARED BY: CITY OF LOMITA
City of Lomita Prepared Ubste The Supervision or :

Main Mart yemen. STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
AD9c3 C
TYPICAL SECTIONS - PHASE 2
TRO BORONG CRES BEFORE YOU CA TEL. (310) 323-7110 FAX. (310) 323-4024 15 TEL. 380) 325-7110 FAX. (91913250024
MOROMAN SISTE CUtESAC END TO WALNUT STREET CLIFORN
STREET IMPROVEMENT PLANS (PHASE 1) 2420 MAHONE AYENUE.LOMTA.GA ZONE G (PHASE 1 & 2) PUBLIC WORKS DEPARTMENT
STREET RECO SFUCIA PROJECT Main Mart genes City of Lomita WHO: 30 Prepared Under The Supervision or :

REPARED BY:

PADRON PLACE

NORDMAN STREET

WALNUT STREET

EXIST CL

EXIST EG-

EXIST PA-
EXIST EG—

EXIST RAT

TURRELL STREET

WALNUT STREET

INY FULL PAVEMENT SECTION RECONSTRUCTION
LEGEND SEE SHEET 6

EXIST CL
- XIT EC.
1 ALUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)

EXIST RAV-
28 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
1 EXCAVATE & EXISTING PAVEMENT SECTION (AC AND OR AB AS ENISTS) + CONSTRUCT « AC OVER « AB OVER 95% COMPACTED SUBGRADE
CONSTRUCTION NOTES:

CE CHEET 10 SEE SHEET 8
CONSTRUCTION NOTES:
3 CONSTRUCT 4 1/2 AC OVER 5" AB OVER 95% COMPACTED SUBGRADE 22 EXCAVATE 9 12" EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) TURRELL STREET EXIST RW SXIST RV!- CALLISON STREET 2 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE

EXIST EC-
* ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)

WALNUT STREET
LEGEND
MATCH LINE STA 42+00 SEE BELOW RIGHT IT FULL PAVEMENT SECTION RECONSTRUCTION 243RD PLACE 242ND PLACE
SEE SHEET 8 SEE SHEET 8
CALLISON STREET 240TH STREET

EXIST RVI- EXIST RAN-

EXIST RW-

EXIST OL-
MATCH LINE STA 42+00 SEE ABOVE LEFT

WALNUT STREET
Lo CITY OF LOMITA
City of Lomita Prepared Under The Supervision or :

Main Mart yer. STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE (PHASE 182)
TEL. (380) 325-7110 FAX. (310)323-6024
15 6. TEL. (380) 325-7110 FAX. (310) 323-0028
MRE WESTON RCE 19738 Ken all before you do.
-Dote: 10A below.

ZONE G (PHASE 1 & 2) PUBLIC WORKS DEPARTMENT
STREET RECONSTRUCTION PROJECT Main Mart genes City of Lomita Prepored Under The Supervision of :

CITY OF LOMITA REPARED BY:

EXIST CU

EXIST EG-

XIST PAI

EXIST RWA ABITA AVENUE -EXIST CL

SYNT CO

EXIST RV

WALNUT STREET
- 247TH STREET
246TH STREET

WESTERN AVENUE FALENA AVENUE

EXIST CL

EXIST RA-

SILY FULL PAVEMENT SECTION RECONSTRUCTION
LEGEND 248TH STREET
* ADIUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)

ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
EXCAVATE 11 1/Z EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) WESTERN AVENUE 00
EXCAVATE 10* EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) XCAVATE 8* EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS)

SHES MITS EXIST CL
CONSTRUCT 4° AC OVER 7 1/2 AB OVER 95% COMPACTED SUBGRADE CONSTRUCT 4 AC OVER 6° AB OVER 95% COMPACTED SUBGRADE EXIST RAL

SXIST CL
CONSTRUCT 4'AC OVER 4' AB OVER 95% COMPACTED SUBGRADE

EXIST RVI-
CONSTRUCTION NOTES:

TEL. (380) 325-7110 FAX. (310)323-0024
STANHURST AVENUE CALLSON STREET TO 24137 STREET CIHOBAT 2420 MAHONE AYENUE.COMTA.CA
ZONE G (PHASE 1 & 2) PUBLIC WORKS DEPARTMENT
STREET RECOSFRUONTA PROJECT Main Mart genes City of Lomita WHO: 30 Prepored Under The Supervition or :

SE SHEET Я SEE

CALLISON STREET

STANHURST AVENUE
241ST STREET

EXIST CL-

EXIST FO-

EXIST RA-

SEE CHEET R

I FULL PAVEMENT SECTION RECONSTRUCTION
LEGEND
* ADJUST VALVE BOX AND COVER TO GRADE (WATER OR GAS)
(9 EXCAVATE 8 EXISTING PAVEMENT SECTION (AC AND/OR AB AS EXISTS) → CONSTRUCT «'AC OVER 4'AB OVER 95% COMPACTED SUBGRADE
CONSTRUCTION NOTES:

SEE SHEET 6
-XISTEG
CONSTRUCTION NOTES:
• COLD MILL 1.0° EXISTING PAVEMENT SECTION

STANHURST AVENUE WALNUT STREET
• CONSTRUCT *" AC OVER 1" AB OVER 95% COMPACTED SUBGRADE • CLEAN AND FEL CRACKS WIDER THAN 14" WITH ASPHALT BANDER CARING LANE TO THE LIP OF GUTTER TO 16 BEEN THE LIP OF GUTTER

CALLISON STREET
• EXCAVATE 8* EXISTING PAVEMENT SECTION (AC ANDIOR AB AS EXISTS) 23 INSTALL 2° MINIMUM CONVENTIONAL AC WEARING SURFACE OVERLAY 29 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE
25 ADJUST VALVE BOX AND COVER TO GRADE (NATER OR GAS)

EXIST R/W- EXIST RW- LEGEND

EXIST EG- BE AC OVERLAY

XIST CI

IIIY FULL PAVEMENT SECTION RECONSTRUCTION

WALNUT STREET
STANHURST AVENUE 241ST STREET
SEE SHEET 6

CABRILLO AVENUE/ STANHURST AVENUE EXIST RW-
NIF

WALNUT STREET
240TH STREET

ESHELMAN AVENUE

CITY OF LOMITA
City of Lomita Prepored Under The Supervision or :

Main Mart yer. STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)

CALLISON STREET MPSOMERST SANE HO SALNUT STREET
all before you de. 240TH STREET - HELMAN AVENUE TO WALNUT STRET DO BORONG DES BOORE YOU CAD TEL. (380) 325-7110 FAX. (310) 323-6028

ADA RAMPS GENERAL NOTES

THE CONTRACIR TO ELON THE LATEST RONA STANCARDS
REMOVAL NOTES:

REMOVE 4" POC SIDEWALK
REMOVE VARIARI E HEIGHT 8707 COCO AURA

REMOVE EXISTING PCC CURB RAMP

AND GUTTER PLACE DEAL SE SHED CRETE PER CURE

LA COUNTY PUBLIC

WORKS DRIVEWAY
EO CONSTRUCTION NOTES:

WALNUT STREET

CALLISON STREET APRIL COURT
WALNUT STREET WALNUT STREET 3 SAWCUT AND JOIN EXISTING PAVEMENT CONSTRUCT 4* PCC SIDEWALK PER APWA STD. 113-2
CONSTRICT CURR DER AW SEN 1902
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 APHIA STD. 111-5
CURB RAMP 238(24) CONSTRUCT CURB RAMP CASE D TYPE 2 PER APWA STD. 111-5 * CONSTRUCT RETAINING CURB PER APWA STD. 111-5

SACEMEAT DEAL AND TONERS AS SENAN THE CURD ANO GUTER
CONSTRUCT YELLOW DETECTABLE WARNING SURFACE PER APIA STD, 111S CURB RAMP 258(26) CURB RAMP 27828)
LEGEND

I POWERPOLE

TS TRAFFIC SION POLE

PAVEMENT LEGEND

I PROPOSED ACC CONCRETE
CROSS STREET CORNER CASE TYPE [COMMENTS

IZ ENE, CRASS LANCE BEATEN STEM AM CRANES SAPE FEATURES

REWAY AND WALNUT STREET
LANTHAL GENTLAC MDTH REMIN. EXISTING ASPHALT AND REFLACE WITH FULL DEPTH AC

L EXISTING AC PAVEMENT ALLISON STREET AND WALNUT STREET

CALLISON STREET AND WINNUT STREET

CURB AND GUTTED PLACEMENT DETAIL
PRI. COURT AND WALNUT STREET
REPARED BY:

City of Lomita Prepared Ubste The Supervision or : STRET RECONSTRUCHION PROJECT Main Mart yener
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
ADA CURB RAMPS - PHASE 1

CALIFORNE
TEL. (310) 323-7110 FAX. (310) 323-4024 SME I = 10

LOMITA BOULEVARD ADA RAMPS GENERAL NOTES
252ND STREET
LOMITA BOULEVARD 1. THEORE STARTG TO VEY CETARS WITH SITE VIT, ANY CHANCES SHOULO BE OOCUENTED THE CONTRACTOR TO FOLLOW THE LATEST APIA STANDAROS.

ESHELMAN AVENUE REMOVAL NOTES:

ESHELMAN AVENUE ENNE 1° POC SINEWAIK
REMOVE VARIANI E HEIGHT ST0T O ACE NIRA
REMOVE 8° PCC CROSS GUTTER
REMOVE VARIABLE HEIGHT 5* TO 7.5° PCC CURB AND CUTTER
ESHELMAN AVENUE Dơ 0Q0E REMOVE EXISTING PCC CURB RAMP

AND GUTER PLACEMENT DETAL SE SHTE CRETE PER CURB
252ND STREET
CURB RAMP (30) CONSTRUCTION NOTES:

CURB RAMP (29) CURB RAMP

PROTECT IN PLACE (ITEM AS NOTED)
CURB RAMP 32) SAWCUT AND JOIN EXISTING PAVEMENT
CONSTRUCT 4* POC SIDEWALK PER APWA STD. 113-2

ESHELMAN WAY
CONSTRUCT CURB PER APWA STD. 120-3
CONSTRUCT & POC CROSS GUTTER PER AD VA STO. 122-3
CONSTRUCT CURB AND GUTTER PER APWA STD. 120-3
CONSTRUCT CURB RAMP CASE A TYPE 3 PER APWA STO. 111-6
ONSTRUCT CURR RAMP CASE & TYPE & PER ADWA STO. 111

ESHELMAN AVENUE ESHELMAN AVENUE
CONSTRUCT CURB RAMP CASE B TYPE 2 PER APNA SYD. 111-S
ESMELMAN AVENUE CONSTRUCT RETAINING CURB PER APWA STO. 11H5

PACETEN DEFAI AND TON BOTING SHEVAIK THE CURB AND GUTTER CONSTRUCT YELLOW DETECTABLE WARNING SURFACE PER APWA STD. 1155

LOMITA BOULEVARD

LOMITA BOULEVARD ESHELMAN WAY
CURB RAMP (33 CURB RAMP 34) CURB RAMP (35 CURB RAMP (36) LEGEND
242ND ST TAPER OSENONO

FRE HYDRANT
9 7 LUSHT POLE
3 PPO PEO PUSH BUTTON
EX. TS SINAL POLE

TRA IC AGN PCLE

PAVEMENT LEGEND
EZAT PROPOSÉD ACC OCARRESTE

Z BUSHE CRAS CARL IRAI SYSTEM AND I EULANDE LANDARE FEATURES

T WIDTH REMO/AL EXISTING ASHALT AND REPLACE WITH FULL DEPTH AC CORNER | CAGE
202 S7
900 AO STREET AND ECHEL LUN AVESI
CURB RAMP (38) OMITA BOULEVARD AND ESHELAN AVENUE
CURB RAMP (37)

LOMITA BOULEVARD AND ESHELMAN AVENUE

CHELMAN WAY AND ESHTMAN AMBLE
242ND STREET AND ESHELMAN AVENUE

CITY OF LOMITA
City of Lomital Prepared Unste The Supervision or :

Main Mant a ymere STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)

DAVID-EVANG
UL ARSOOIATES me Maia Manto de amas ADA CURB RAMPS - PHASE 2 Call bedore you eg.

BO NORVAG DES HOORE YOU CES TEL. (310)323-7110 FAK. (310)323-4024 SOME 1 =10°

LEGEND AND CONSTRUCTION NOTES
E] DOSTING TO REMAI

OL RISTALL PAVEMENT MOCES OR MORONS AS NOTED
1 CUTE SAN

EXIST EXISTINC

CHS STREET HAME O

EXIST EG-

WALNUT STREET

TURRELL STREET

EXIST R/N-

EXIST RAIS

EXIST EG-

EXIST C

NORDMAN STREET WALNUT STREET

PADRON PLACE
REPARED BY:

City of Lomita Prepored Under The Supervision or : STREET RECESFUCIA PROJECT O3 104S Main Mart genes
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
SIGNING AND STRIPING PLANS (PHASE 1)

CALIFORNE NOROMAN STREE CODE-SAC END TO WALMOT STRET
TE. 380) 3257110 FAX. (3191325-024 11 - 15

LEGEND AND CONSTRUCTION NOTES

DISTING TO REMUN

TURRELL STREET CALLISON STREET
E WI3-1P1201 EXIST RAW-

EXIST EG- SEE SHEET

EXIST CL

WALNUT STREET
MATCH LINE STA 42+00 SEE BELOW RIGHT
243RD PLACE
STREET APRIL COURT 241ST ST 240TH ST
EXIST RV- •STOP

EXIST EG-

EXIST CL EXIST A
EVEN ECONO MATON SEE SHEET 15-

EXIST CL-
MATCH LINE STA 42+00 SEE ABOVE LEFT

WALNUT STREET

CITY OF LOMITA
City of Lomita Prepared Under The Supervision or : Have Mart presen CITy STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
SIGNING AND STRIPING PLANS (PHASE 1)
ns all before you dg. Here tantrum ot rates WALNUT STREET - TURRELL STREET TO 241ST STREET TOO BORONG DRES BEFORE 1O0 Ce TEL. (310) 325-7110 FAX. (310)323-6024

SIGNING AND STRIPING GENERAL
EXIST PM!-
EXIST EE NOTES (FOR SHEETS 11-15)
FING

WESTERN AVENUE

2. ALL WORK, MATERMLS, EUMENT AND TEMPORARY
248TH STREET

ITY ROUNDARY
• ANORATE A ES ONE RACE NOT SULL BE
FEDE

EXIST RIN-

EXIST EG-
®

FALENA AVENUE WESTERN AVENUE
38-102(CA).

10. AS-BUILT DRAMNES SHALL BE DE RECORD, WHE
246TH STREET

EXIST EG-

EXIST CL XIST RAY-

EXIST EG-

EXIST CL

WALNUT STREET LEGEND AND CONSTRUCTION NOTES
247TH STREET

ABITA AVENUE
• INSTALL PAVEMENT MARKINGS OR ARROMS AS NOTED

I DISTANG SIGN

DEST DISTAN

SAS STREET NUKE SIGN

EXIST RVI

EXIST EG

VICT CI
WAS DIASS & ASSOCKTES:

City of Lomita Prepored Under The Supervision or : CITY OF LOMITA Heir Mart 1s STREET RECONSTRUCTION PROJECT
811 PUBLIC WORKS DEPARTMENT ZONE (PHASE 182)
24300N/ASBOMATENUE.LOMTA.CO
below. -Dote: 1an
(en all before you do. MRE WESTON RCE 18738
TEL. (380) 325-7110 FAX. (310)323-0024
TEL. (380) 325-7110 FAX. (310) 323-6024
STANHURST AVENUE - CALLISON STREET TO 241ST STREET CALIFORN SIGNING AND STRIPING PLANS (PHASE 2) 2420 MAHONE AYENUE.COMTA.CA

PUBLIC WORKS DEPARTMENT
Main Mart genes OR TOMIN
Prepored Under The Superition of : City of Lomita

STANHURST AVENUE
241ST STREET

EXIST CL -

EXIST EG-

EXIST RA-

SNS STREET TUME SION

EXST EXISTING

DISTING SION

I RESTALL PAVEMENT MACAOS OR MORONS AS NOTED

ISTAL CAT OF RASCO BALEMENT PER NS THERAP ASIGUANG
FIGURE 39-102(CA)
• DOSTING TO REMAI

LEGEND AND CONSTRUCTION NOTES

EXIST RAV

EXIST EG
STANHURST AVÉNUE WALNUT STREET

INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTEO
+ DOSTAG SIGN

DIST DISTINC

SNS STREET NAME SIGN

CALLISON STREET

EXIST RW-

WALNUT STREET
STANHURST AVENUE 241ST STREET RANCA MOO

CABRILLO AVENUE STANHURST AVENUE

EXIST RAW-

EXIST CL

WALNUT STREET

ERICA, MOO
(Ps)
ESHELMAN AVENUE 240TH STREET
30 00 80

CITY OF LOMITA
City of Lomita Prepored Under The Supenision Of :

Main Mart year STREET RECONSTRUCTION PROJECT
PUBLIC WORKS DEPARTMENT ZONE G (PHASE 1 & 2)
it that Date: 109/321
all before you dig. MRE WESTON RCE 18738
DO BORONG DES BOORE YOU CAD TEL. (310) 325-7110 FAX. (310)323-6024 15

APPENDIX I

CONSTRUCTION AND DEMOLITION

DEBRIS RECYCLING SUMMARY

CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING SUMMARY
Project Type: Roadway and/or Bridge/Structure Water/Sewer Traffic Signal/Street Lighting Other
Project Name: Date:

City Contract No. _
Project Location:_
Thomas Guide Page/Grid No(s): _
Contractor Name:

Contractor Address: _
Contractor License #:.

Project Duration: From: _ _ To:.

Demolition and Recycling Cost: $.

Total Reuse / Recycling Disposal
Type(s) of Debris Quantity Total Name of Total Name of
Generated Generated Quantity Reuse/Recycling Quantity Disposal Facility (tons, c.y. (tons, c.y. Facility/Site (tons, c.y.
or units) or units) or units)
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 Prepared by Signature. Phone#:

APPENDIX II

CITY OF LOMITA

STANDARD PLANS
TRENCH NOTH - 12"

EXISTING ASPHALT

CONCRETE - SAWCUT
> T 1" THICKER THAN EXISTING MIN.
6'

TRENCH ZONE L BACKFILL BASE
VARIES
42" MIN. 54" ~ 60" AVG. DEPTH
- - 2" WIDE WATER LINE

WARNING TAPE
12-
1 PIPE ZONE BEDDING - NO. 12 INSULATED

CAP WIRE TAPED TO PVC PIPE

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.
2 BACKFILL SHALL BE EITHER:

A. CRUSHED AGGREGATE BASE
B. CRUSHED MISCELLANEOUS BASE
C. TWO SACK CEMENT SAND SLURRY

UNLESS SORRY IS USED ASPHALT CONCRETE PAVIL OUR NOSER HOUSE SURE OF END IS REQUIRED 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. 3 FINE SAND BEDDING HAND TAMP OR MECHANICAL TAMPING AT 12" MAX LIFTS.

I CONSTRUCT NEW ASPHALT CONCRETE BASE COURSE, TYPE B, PG 64-10, 1" THICKER THAN EXISTING SECTION. 5 CONSTRUCT NEW ASPHALT CONCRETE WEARING COURSE, TYPE C2, PG 64-10 THE TOTAL THICKNESS OF + SHALL BE 6" MINIMUM. ASPHALT CONCRETE LAYERS SHALL BE COMPACTED TO 95% RELATIVE COMPACTION BE INSTALLED FLUSH WITH THE ADJACENT SURFACE.

ALL UTILITIES TO BE INSTALLED BENEATH PUBLIC STREETS, INTERSECTIONS, AND STREET CROSSINGS (LOCAL STREETS EXCEPTED) SHALL BE BOREI 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.
8 ALL TRAFFIC STRIPING AND/OR MARKINGS REMOVED BY THE RESTORATION WORK SHALL BE REPLACED. 9 ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK").
10 IF UNSTABLE SOILIS ENCOUNTERED, THE CITY INSPECTOR SHALL DETERMINE OVER EXCAVATION DEPTH AND FOUNDATION RE-FILL MATERIAL PER

CITY DIRECTION,
APPROVED:

WATER MAIN TRENCH DETAIL
OF LO

CITY OF LOMITA
Drawn: Scale: N.T.S.

PUBLIC WORKS DEPARTMENT Date: JAN 2017
CALIFORNY DRAWING NO. W-100
'LIST OF MATERIAL

FORD JONES MUELLER REMARKS

EM DESCRIPTION
J-979 BR28 SERIES WITHFIPT
DOUBLE STRAP SERVICE SADOLE 2028
CORPORATION STOP 1". INSULATED F8-600* J-1930 8-25028 AWWA MIPT THREAD ANGLE METER STOP 1" BA23-44W J-1964W B-24255
843-444 B-24351-3
За BALL METER VALVE
FOR 5/8" x 3 4" ONLY
BUSHING 1-1/4" x 1"
SEE SEC. 2-10 04

METER BOX
SEE SEC 2-10 04

5. POLYMR CONC COVER & LID
1/2" CRUSHED ROCK. 4" BASE
1" COPPER TUBE. TYPE K NO SPLICES ALLOWED
WATER METER SEE SECTION 2.11 OF THE SPECIFICATIONS
8 WITH SERVICE INSULATOR BY FORD SI-4
-9"-
MIN.

CENTER
METER
IN BOX

WATER MAIN
7-1/2°
(5/8"x3/4
30°
10-3/4"
(1°)
5° MIN. WITH

INSPECTOR APPROVAL
NOTES:

1. COPPER TUBE TO BE ONE CONTINOUS PIECE. NO SPLICES PERMITTED

2. INSTALL CORPORATION STOP WITH KEY UP

3. TAPS SHALL BE MADE AT LEAST 24" FROM ANY OTHER TAP, COUPLING OR BELL.

4. STANDARD 1" WATER SERVICE IS USED FOR 5/8" x 3/4" AND 1" METERS

5. CHIP 3* + IN CURB FACE TO IDENTIFY CORP. STOP LOCATION 6 IN AREAS WITHOUT CURB OR WITH ROLLED OR TYPE "F" CURB USE TRAFFIC LOAD RATING COVER 1" WATER SERVICE INSTALLATION
STD NO

CITY OF LOMITA WATER DEPARTMENT
W-101

BY DATE APPROVED

FIELD SUPERVISOR DATE
DRAWN
SHEET 1 OF 1

CHECKEO APPROVED
CVG. 10-2000 WATER ENGINEERING CONSULTANT DATE
AITTEO DATE: OCT. 2000

APPROVED
L ENGR iW.T. 10-2000 FIELD SERVICES DIRECTOR DATE
12 =
NOTE: 5
45 1. CORPORATION STOP SHALL BE INSTALLED ON THE MAIN
DIRECTLY OPPOSITE THE LOCATION OF THE METER.

2. NUTS AND BOLTS FOR CONNECTIONS TO METER SHALL BE
STAINLESS STEEL.

3. METER AND BALL VALVE (9) SHALL BE SUPPLIED AND
INSTALLED BY TMWD AT REQUESTING PARTY'S EXPENSE.

TYPE SCHLUMBERGER

NEPTUNE MODEL SIZE BOX BOX
DISC 1 1/2" #66S #66TR
T-10
EXISTING PIPE 2 #66S #66TR
HI-PERFORMANCE 1 1/2" #66S #66TR

TURBINE
TURBINE 2" #66S #66TR
COMPOUND TRU FLO COMPOUND 2" #67S #67TR

W/ SEPARATE STRAINER
(NOT SHOWN)

ITEM DESCRIPTION
SIZE
SERVICE SADDLE-DOUBLE STRAP-BRONZE, JONES J979-I.P. THREAD MAIN SIZE X 2" CORPORATION STOP-JONES J1935, FORD FB1100-7, MIPXPJ THREAD 2" 45° ELBOW-COPPER TO COPPER SJxSJ 2"
4 COPPER TUBING-TYPE "K" SOFT 2"
90° ELBOW-SJXSJ 2"
ANGLE METER STOP-JONES J1975W, FORD BFA43-777W, PJxFLG. 2"

METER BOX-BROOKS PRODUCTS (TR FOR TRAFFIC ONLY) SEE TABLE NEPTUNE E- CODER (R900i) PIT VERSION
(TYPE TO BE DETERMINED BY LMWD) SEE TABLE
BALL VALVE-JONES J1913W, FLG×FIP
-FORD BF13-777W OR 666W, W/HB67S HANDLE, FLG×FIP 1-1/2" OR 2" 10 NEOPRENE FULL FACE GASKET 1-1/2" OR 2"
ACCOMPANYING STD.'S W-300, W-121, W-103 AND ST116.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED TYPICAL 1-1/2" OR 2" METER
STANDARD NO.

SEPT 1, 2007 INSTALLATION WITH 2" SERVICE LINE
DRAWN BY:

SHIVDEV S. BRAR WENDELL E. JOHNSON, W-102
DATE: CITY ENGINEER
AUG 13, 2007 CERTIFICATION NO. C 66340
SHEET 1 OF 1

75. TOP OF MAIN

COPPER SERVICE PIPE

COPPER FLARE NUT
(SEE T703 OR T704)
- CORPORATION STOP
(BALL TYPE)

BRONZE SERVICE SADDLE

EXISTING MAIN LINE
NOTES:

1. FOR ALL 1" SERVICES USE JONES J979 DOUBLE
STRAP SADDLE WITH CORPORATION STOP (CC) THREAD.

2. FOR ALL 2" SERVICES USE JONES J979
DOUBLE STRAP SADDLE WITH IRON PIPE THREAD.

3. CORPORATION STOP SHALL BE INSTALLED ON THE MAIN DIRECTLY OPPOSITE THE LOCATION OF THE METER.

4. MINIMUM DISTANCE BETWEEN TAPS OR CONNECTIONS SHALL BE 18 INCHES, AND A MINIMUM OF 18 INCHES FROM END OF PIPE.
(FOR DIST. BETWEEN SERVICE TAPS CHECK METER BOX DIMENSIONS ON STD. T703 OR T704.)

5. FOR STEEL MAINS DELETE SERVICE SADDLE. A TAP NOZZLE SHALL

BE WELDED TO MAIN AND AN INSULATING BUSHING SHALL BE INSTALLED BETWEEN THE TAP NOZZLE AND THE CORPORATION STOP.

ACCOMPANYING STD.'S W-300, W-101 AND W-102.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT

DATE ISSUED
1" & 2" SERVICE STANDARD NO.

SEPT 1, 2007 CONNECTION TO MAIN LINE
W-103

WENDELL JOHNSON,
CERTIFICATION NO. C 66340
SHEET 1 OF 1

LIST OF MATERIALS

ITEM DESCRIPTION
1 BACKFOW PREVENTION DEVICE. USC APPROVED TYPE
2 WYE STRAINER, BORNZE

BRASS UNION
4 RISER AND NIPPLES - BRASS OR COPPER
5 90° ELBOW - BRASS OR COPPER

FINISH GRADE

COUPLING/ELBOW

SET FLUSH WITH

CONCRETE

THRUST BLOCK

0.7 CU. FT.- TO

FROM SERVICE
METER
(SEE NOTE 4)
NOTES:

1. THE BACKFLOW PREVENTER ASSEMBLY SHALL CONSIST OF AN APPROVED REDUCED

PRESSURE OR DOUBLE CHECK VALVE ASSEMBLY DEPENDING ON THE DEGREE OF HAZARD AS DETERMINED BY THE UTILITY.

2. LOCATION AND INSTALLATIONSHALL BE PER PLAN AS SUBMITTED TO AND APPROVED

BY THE UTILITY

3. NO CONNECTIONS TO BE MADE BETWEEN METER AND BACKFLOW PREVENTER.

4. THE ENTIRE LENGTH OF PIPING FROM METER TO THE BACKFLOW PREVENTER SHALL BE BACKFILLED WITH 2 - SACK SLURRY TO 12" BELOW FINISHED GRADE 1" THROUGH 2" BACKFLOW PREVENTION DEVICE
CITY OF LOMITA WATER DEPARTMENT STD.NO
W-104

BY DATE APPROVED

FIELD SUPERVISOR DATE
DRAWN TL 3-09-98
SHEET 1 OF 1
CHECKED 3-09-98 APPROVED
WATER ENGINEERING CONSULTANT DATE REVISION NO. 2
SUBMITTED BDB DATE: NOV. 1999
CIVIL ENGR 3-09-98 APPROVED
FIELD SERVICES DIRECTOR _DATE
WATER

ITEM MATERIALS
VALVE BOX ASSEMBLY PER T712.
6" VALVE MUELLER NO. A-2360-16 W/EVERDUR STEM &
SS 316 FASTENERS W/2" NUT & NRS OPENING CCW.
3 CONCRETE THRUST BLOCK PER T713.

RESTRAINED. JOINTS
6" D.I.P. (CLASS 350) SERVICE LINE
FIRE HYDRANT - JAMES JONES CO. J3700
WITH CHAIN AND PLASTIC CAPS.

BREAK-AWAY BOLTS (NUTS INSTALLED ON TOP). 30°
8) BREAK-AWAY SPOOL W/ MACHINE GROOVES OUTSIDE.
9 6" CEMENT LINED FIRE HYDRANT BURY MJ × FLG.
4' × 4' x 4" CONCRETE PAD (WHERE LANDSCAPED PARKWAY
S 4' WIDE, PCC PAD SHALL BE EXTENDED FROM BACK OF 6 HOLE CURB TO FRONT OF SIDEWALK. PATTERN
MAIN SIZE × 6" M.J. × FLG. D.I. TEE OR
TAPPING SLEEVE - MUELLER H615, H616 OR H619.
2-WAY REFLECTING BLUE PAVEMENT MARKER. -
STIMSONITE 88AB (SEE NOTE 6).

PAVEMENT
12 WATER MAIN
NOTES:

1. SERVICE LINE SHALL BE INSTALLED LEVEL WITH MAINLINE UNLESS SHOWN OTHERWISE ON PLAN.

2. ALL UNDERGROUND FERROUS SURFACES SHALL BE PROTECTED IN ACCORDANCE WITH THE SPECIFICATIONS.

ALL FLG. BOLTS AND NUTS SHALL BE 316 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.

3. ALL PARTS OF THE FACILITY ABOVE GROUND SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

COLOR OF HYDRANT SHALL BE "RUSTOLEUM" 76-44 SAFETY YELLOW.

4. FIRE HYDRANTS SHALL BE LOCATED 5 FEET MIN: FROM DRIVEWAYS OR OTHER OBSTRUCTIONS. NO FIRE HYDRANTS SHALL BE LOCATED IN THE CURB RADIUS.

5. ALL BURIED PIPE, VALVES, FITTING ETC... SHALL BE WRAPPED IN SMIL POLYETHYLENE IN ACCORDANCE WITH THE SPECIFICATIONS.

6. PLACE MARKERS SIX INCHES FROM CENTER OF ROADWAY OR PAINTED CENTERLINE ON SIDE NEAREST THE HYDRANT.

ACCOMPING STDS W-300,W-121,W-103,W-150, W-140 & ST-116.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT

DATE ISSUED
TYPICAL FIRE HYDRANT INSTALLATION FOR STANDARD NO.

SEPT 1, 2007 LOCAL STREETS & NON-HIGH PRESSURE ZONE
DRAWN BY:

SHIVDEV S. BRAR W-110
WENDELL E. JOHNSON,
DATE: CITY ENGINEER
AUG 14, 2007 CERTIFICATION NO. C 66340
SHEET 1 OF 1

ITEM MATERIALS
VALVE BOX ASSEMBLY PER T712.
6" VALVE MUELLER NO. A-2360-16 W/EVERDUR STEM &
SS 316 FASTENERS W/2" NUT & NRS OPENING CCW.

CONCRETE THRUST BLOCK PER T713.
4 RESTRAINED JOINTS
5) 6" D.I.P. (CLASS 350) SERVICE LINE 30"
FIRE HYDRANT - JAMES JONES CO. J3700 OR
J3765 WITH CHAIN & PLASTIC CAPS (SEE NOTE 7).

BREAK-OFF CHECK VALVE CLOW VALVE CO. MODEL LB400
8 6" CEMENT LINED FIRE HYDRANT BURY, MJ × FL
4'x4'x4" CONCRETE PAD (WHERE LANDSCAPED PARKWAY IS 4" 6 HOLE 9 WIDE, PCC PAD SHALL BE EXTENDED FROM BACK OF CURB PATTERN TO FRONT OF SIDEWALK. (316 SS NUTS & BOLTS
10 MAIN SIZE x 6" M.J. x FLG. D.I. TEE OR
TAPPING SLEEVE - MUELLER: H615, H616 OR H619.
2-WAY REFLECTING BLUE PAVEMENT MARKER -
STIMSONITE 88AB (SEE NOTE 7).

PAVEMENT
NOTES: WATER MAIN

1. SERVICE LINE SHALL BE INSTALLED LEVEL WITH MAINLINE UNLESS SHOWN OTHERWISE ON PLAN.

2. ALL UNDERGROUND FERROUS SURFACES SHALL BE PROTECTED IN ACCORDANCE WITH THE SPECIFICATIONS.

ALL FLG. BOLTS AND NUTS SHALL BE 316 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED.

3. ALL PARTS OF THE FACILITY ABOVE GROUND SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

COLOR OF HYDRANT SHALL BE "RUSTOLEUM" 76-44 SAFETY YELLOW.

4. FIRE HYDRANTS SHALL BE LOCATED 5 FEET MIN., FROM DRIVEWAYS OR OTHER OBSTRUCTIONS. NO FIRE HYDRANTS SHALL BE LOCATED IN THE CURB RADIUS.

5. ALL BURIED PIPE, VALVES, FITTING ETC... SHALL BE WRAPPED IN SMIL POLYETHYLENE, IN ACCORDANCE WITH THE SPECIFICATIONS.

6. USE J3765 IN COMMERCIAL OR INDUSTRIAL AREAS AND ALONG MAJOR STREETS.

7. PLACE MARKERS SIX INCHES FROM CENTER OF ROADWAY OR PAINTED CENTERLINE ON SIDE NEAREST THE HYDRANT.

ACCOMPANYING STD'S W-300, W-121, W-103 AND W-140

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED TYPICAL FIRE HYDRANT INSTALLATION FOR STANDARD NO.

SEPT 1, 2007 NON-LOCAL STREETS OR HIGH PRESSURE ZONE
DRAWN BY: W-111
SHIVDEV S. BRAR WENDELL E. JOHNSON,
CITY ENGINEER.

DATE: CERTIFICATION NO. C 66340
AUG 14, 2007 SHEET 1 OF 1

CONCRETE PAD
,9 -
- in
„9-
1 12" IP.

APPROVED REDUCED PRESSURE

PRINCIPLE ASSEMBLY
ALL D.. PIPE FITTINGS AND

APPURTENANCES SHALL
12" TYP. BE FLG x FLG. UNLESS

OTHERWISE SHOWN

ALL FASTENERS SHALL BE
STAINLESS STEEL 316.

R/W D.I. PIPE, CLASS 350
PUBLIC ГА (520-6-550))
OVER 6" CAB 12*
COMPACTED TO 95% MIN
(STUB-OUT)
- CITY
METER
FIN.

GRADE
A -

CONCRETE THRUST BLOCK
ELEVATION VIEW PER W-140, W-142 (MOD.)
NOTES:

1. NO CONNECTIONS SHALL BE MADE IN PIPE BETWEEN THE METER AND THE ASSEMBLY.

2. WHEN INSTALLATION IS NEAR A BUILDING OR WALL, THE TEST COCKS SHALL BE LOCATED FOR EASY ACCESS.

4. PIPING MATERIALS AND COATINGS SHALL BE APPROVED BY THE CITY.

5. THE ASSEMBLY WILL BE INSTALLED IN A LOCATION APPROVED BY THE LOMITA MUNICIPAL WATER DEPARTMENT AND AT A POINT AS CLOSE TO THE WATER METER AS POSSIBLE.

6. THE ASSEMBLY WILL BE TESTED BY A CITY APPROVED TESTER CERTIFIED BY THE LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH.

7. THE INSTALLATION WILL BE INSPECTED FOR ACCEPTANCE BY THE LOMITA MUNICIPAL WATER DEPARTMENT PRIOR TO BEING PLACED IN SERVICE.

8. THE ASSEMBLY SHALL BE APPROVED BY THE CALIFORNIA DEPARTMENT OF HEALTH SERVICES OFFICE OF DRINKING WATER AND THE LOS ANGELES COUNTY DEPARTMENT OF PUBLIC HEALTH.

9. SUPPORT ASSEMBLY AS NEEDED.

FOR 3" DIAMETER SERVICE METERS AND LARGER, WITH BYPASS:

BYPASS. GATE VALVE, STRAINER, METER. TEST PORT(IF REQUIRED), GATE VALVE, AND BYPASS, AS SHOWN ON T717 OR T718, ACCORDING TO SIZE, SHALL BE INSTALLED ABOVE GRADE IN LINE WITH, UP STREAM OF, AND DIRECTLY TO, THE RP DEVICE.

FOR 3" DIAMETER SERVICE METERS AND LARGER, WITHOUT BYPASS:

GATE VALVE, STRAINER, METER. TEST PORT(IF REQUIRED), MINUS DOWN STREAM GATE VALVE, AS SHOWN ON T717 OR T718, ACCORDING TO SIZE, SHALL BE INSTALLED ABOVE GRADE IN LINE WITH, UP STREAM OF, AND DIRECTLY TO, THE RP DEVICE.

ACCOMPANYING STD W-300, W-121, W-140 AND W-142

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
REDUCED PRESSURE STANDARD NO.

DATE ISSUED
SEPT 1, 2007 PRINCIPLE ASSEMBLY W-120
DRAWN BY:

WENDELL E. JOHNSON,
SHIVDEV S. BRAR CITY ENGINEER
DATE SHEET 1 OF 1
CERTIFICATION NO. C 66340
AUG 14, 2007
TRENCH
WALL

INSTALL BLUE WARNING TAPE
BACKFILL READING "WATER LINE BELOW"
(CENTERED OVER PIPE)
12" WATER MAIN

PIPE ZONE
- 8 MIL POLYETHYLENE WRAP
6" DENSIFIED SAND BEDDING
(SEE NOTES 1, 2 & 3)
6"

1. SAND BEDDING SHALL CONFORM TO SECTIONS 200-1.5.3 AND 200-1.5.5

OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION).

2. DENSIFICATION OF BEDDING SHALL BE ACCOMPLISHED IN CONFORMANCE WITH 306-1.2.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION).

3. BEDDING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY UNDER STRUCTURES AND 90% ELSEWHERE.

ACCOMPANYING STD'S W-300 AND ST-116

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED STANDARD NO.

BEDDING FOR WATER PIPE
SEPT 1, 2007 W-121
DRAWN 8Y:

SHIVDEV S. BRAR WENDELL E. JOHNSON,

CITY ENGINEER
DATE: SHEET 1 OF 1
AUG 14, 2007 CERTIFICATION NO. C 66340

ITEM DESCRIPTION
KUPFERLE TRUFLO MODEL TF550 BLOW-OFF HYDRANT W/2" FIP INLET 2" ADAPTOR - 2" MIP × SJ
2" COPPER TYPE K TUBING
2" FIP BALL VALVE - FORD B11-777 OR JONES J-1900
2" BRASS STREET ELBOW
VALVE BOX ASSEMBLY (SEE W-150) MOD.
2" BRASS NIPPLE AS REQUIRED
CONC. THRUST BLOCK PER W-140, W-142
PIPE SIZE C.I. M.J. CAP W/2" IP DRILLED & TAPPED HOLE
(10) 2" 90° ELBOW - COPPER TO COPPER SJ×SJ
-D.I. PIPE
PLAN
5'* 12"
18"t

CURB & GUTTER
TF550
WATER
MAIN
→ SLOPE UP

PROFILE
* 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 STANDARD NO.
2" BLOW-OFF ASSEMBLY
SEPT 1, 2007 W-124
WENDELL E. JOHNSON,

CITY ENGINEER
CERNFICATION NO. C 66340 SHEET 1 OF 1
-CUT & REMOVE EXIST. PIPE- MINIMUM 24"

TO NEAREST JOINT (TYP)
D.I. SOLID SLEEVE
COUPLER, MJ x MJ.
(MIN 1' LONG)
EXISTING PIPE 1' MIN-

EXISTING PIPE

MULLER RESILIENT WEDCE
_VALVE # T-2360-16,SERVICE SIZE
LI. PIP
E x P FLG × MJ. W/EVERDUR STEM, SS316 FASTENERS
N/2" NUT & NRS OPENING CCV
D.I. TEE
MJ x FLG
-D.I. PIPE
SS 316 FLG. FASTENERS

CUT IN METHOD
MINIMUM 24"

TO NEAREST JOINT (TYP) TAPPING SLEEVE MAIN SIZE X SERVICE SIZ MUELLER- H615 OR H616 OR H619 TO MATCH

MAIN LINE MATERIAL

EXISTING PIPE

EXISTING PIPE
. MULLER RESILIENT WEDGE TAPPING
SS 316 FLG. FASTENERS GATE VALVE # A-2360-16,SERVICE SIZE FLG x MJ, W/EVERDUR STEM, SS316 FASTENERS
W/2" NUT & NRS OPENING CCW
-D.I. PIPE

HOT TAP METHOD
ACCOMPANYING STD. W-101, W-102, W-110, W-111, W-120, W-121, W-140, W-142, W-150, W-300 & W-103

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT

STANDARD NO
DATE ISSUED D.I. CONNECTION TO MAIN
W-130
WENDELL E. JOHNSON.

SEPT 1, 2007 CITY ENGINEER
CER TIFICATION NO. C 66340 SHEET 1 OF 1
ZONE A
ZONÉ
ZONE F
6' 14_ EX
WATER
ZON
ŻONE D ZONE P:
• ZONE B

PERPENDICULAR CONSTRUCTION PARALLEL CONSTRUCTION

BASIC SEPARATION STANDARDS

1. PARALLEL CONSTRUCTION: THERE SHALL BE AT LEAST 10 FEET HORIZONTAL CLEARANCE BETWEEN PRESSURE DOMESTIC. WATER MAINS AND SEWER LINES.

2. PERPENDICULAR CONSTRUCTION (CROSSING): PRESSURE WATER MAINS

SHALL BE AT LEAST ONE FOOT ABOVE SANITARY SEWER LINES WHERE THESE LINES MUST CROSS.

3. SPECIAL PROVISIONS: ALTERNATE CONSTRUCTION CRITERIA WHERE THE BASIC SEPARATION STANDARDS CANNOT BE ATTAINED ARE SHOWN BELOW:

SEWER CONSTRUCTION

ZONE (EXISTING WATER)
B
1) EXTRA STRENGTH V.C.P. WITH COMPRESSION JOINTS.
12) APPROVED ALTERNATES.

C/D 1) A CONTINUOUS SECTION OF DUCTILE IRON PIPE WITH HOT DIP BITUMINOUS COATING.
2) APPROVED ALTERNATES.

A NO CONSTRUCTION WITHOUT APPROVAL OF LOMITA MUNICIPAL
WATER DEPARTMENT AND STATE DEPARTMENT OF HEALTH SERVICES.

P CONSTRUCTION WITHIN THIS AREA PROHIBITED.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED STANDARD NO.

WATER AND SEWER
SEPT 1, 2007 SEPARATION REQUIREMENTS
W-131
DATE. WENDELL E. JOHNSON,
AUG 22, 2007 CITY ENGINEER wint
CERTIFICATION NO. C 66340
SHEET 1 OF 1
TEE

EXPOSED PORTION OF RE-BARS SHALL BE

FIELD COATED W/TAR TO PREVENT
CORROSION. MAKE BLOCK FULL
WIDTH OF TRENCH.
90 BEND
3/4" ANCHOR
ROD (TYP.)
AREA
A x B E
AREA =
Ex F

VERTICAL BEND
BEND
NOTE:
1) B = DEPTH
2) SEE SHEET 2 FOR THRUST
BLOCK SCHEDULE AND NOTES. CROSS

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT

DATE ISSUED STANDARD NO
CONCRETE THRUST BLOCK [ 4" TO 16" DIA FITTING]
SEPT 1, 2007
DRAWN BY: W- 140
WENDELL E. JOHNSON,

CITY ENGINEER
AUG 14, 2007 CERTIFICATION NO. C 66340 SHEET 1 OF I

VERTICAL BENDS

NOMINAL TEST BENDS LESS THAN OR EQUAL TO ANGLE ALL
PIPE SIZE PRESSURE 11-1/4° 22-1/2° 45° 90° BENDS
(INCHES) (PSI)
4" & 6" 200 1'-6" 3'-0" 1'-0" 2'-0"4'-0" 1'-0" 3'-0" 5'-6"1'-0" 4'-0" 7'-0"2'-0" 8" 200 2'-0" 4'-0" 1'-0" 2'-6"5'-0" 1'-0" 3'-6"7'-0" 2'-0" 5'-0" 10'-0"3'-6" 10" 10" 200 2'-0" 4'-6 -O" 3'-0" 6'-0" 1'-6" 4'-0" 9'-0"3'-0"6'-0"12'-0"5'-0" 1'-0' 12" 200 2'-6" 5'-0" 1'-0" 3'-6" 7'-0" 2'-0" 5'-0" 10'-0"4'-0"7'-0" 14'-0"7"-0"1'-0"

HORIZONTAL BENDS

NOMINAL TEST DEAD ENDS CROSSES BENDS LESS THAN OR EQUAL TO ANGLE ALL PE SIZE PRESSURE AND TEES 11-1/4° 22-1/2 45° BENDS
90°

NCHES) (PSI) A B A B A B A B A B A B C
200 2'-6" 1'-6" 6" 2'-0 1'-0" 1'-0" 1'-0" 2'-0" 1'-0" 3'-0" 1'-0" 3'-6"1'-6" 8" 8" 200 4'-6" 1'-6" 2'-0" 1'-6" 1'-6" 1'-0" 3'-0"1'-0"|3'-6"|1'-6" 5'-0" 2'-0" 10" 10" 200 5'-6" 2'-0" 10" 2'-6" 2'-0" 10" 2'-0" 1'-0"3'-0"1'-6" 4'-0" 2'-0"6'-0"|2'-6" 1'-0" 12" 200 7'-6" 2'-0" 1'-0" 3'-6 2'-0"1'-0"|2'-0"1'-6" 3'-0" 2'-0" 4'-6" 2'-6" 7'-0" 3'-0"|1'-0" NOTES:

1. THRUST BLOCK SIZES ARE BASED ON A BEARING CAPACITY OF 1500 P.S.F., WITH A MINIMUM SOIL COVER OF 3'-0".

FOR SOIL COVER OF 2'-0" TO 3'-0", MULTIPLY BEARING AREA BY A FACTOR OF 1.5 FOR SOIL COVER OF 1'-0" TO 2'-O", MULTIPLY BEARING AREA BY A FACTOR OF 3

2. DIMENSIONS SHOWN REFER TO THRUST BLOCK TYPES SHOWN ON DETAIL, AND ARE MINIMUM VALUES ONLY.

3. CONCRETE MIX SHALL CONFORM TO SPECIFICATIONS FOR 3000 LBS. STRENGTH AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH AST C39.

4. ALL THRUST BLOCKS SHALL BE POURED SOLIDLY AGAINST FIRM, UNDISTURBED SOIL.

5. CONTRACTOR SHALL NOTIFY THE ENGINEERING DIRECTOR IF SOILS HAVE BEEN PREVIOUSLY EXCAVATED AND BACKFILLED. THE DIRECTOR MAY REQUIRE THAT THE DIMENSIONS SHOWN BE INCREASED BY A FACTOR OF 1.5.

6. CONCRETE POURED AGAINST PIPE FITTINGS SHALL BE PLACED SO THAT VALVES AND FITTINGS ARE ACCESSIBLE FOR REPAIR.

7. WHERE WATER MAIN DEAD ENDS ARE BLIND FLANGED OR CAPPED, THE THRUST BLOCK SHALL EXTEND A MINIMUM DISTANCE OF 6" INTO BOTH SIDES OF THE TRENCH.

ACCOMPANYING STD. W-300

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
ATE ISSUED STANDARD NO.

THRUST BLOCK AREA REQUIREMENTS
EPT 1, 2007
W-142
DRAWN BY:

HIVDEV S. BRAR WENTY ENGINEERSON,
DATE: SHEET 1 OF 1
AUG 14, 2007 CERTIFICATION NO. C 66340
8 VALVE BOX CAP MARKEI
WATER" (ALHAMBRA FOUNDRY NO
A- 29606 OR APPROVED EQUAL
1/2" GROOVE PAINTED BLUE

AROUND CAP

SEE DETAIL A
(TYP.)

PAVEMENT
08 8 8
0° 8

3.0'
SLIP CHAMBER, 22 GAUGE GALVANIZED
SHEET METAL, 12" LONG.
- 2" SQ. OPERATING NUT
- 8" SCHEDULE 40 PVC PIPE
4°

DEPTH TO OPERATING NUT
7" O.D. x 3/16" PLATE.

WELDED TO EXTENSION. (TYP)
VALVE STEM EXTENSION, 1-1/4" DIA.
1/8" WELD SOLID STEEL ROD FOR OPERATING NUT
MORE THAN 4 FEET BELOW SURFACE.
1/8" WELD
- 2" SQ. OPERATING NUT

AC PAVEMENT
VALVE

WATER MAIN

SLIP CHAMBER
NOTE: DETAIL A

VALVE STEM EXTENSION SHALL BE PROVIDED WHERE DEPTH TO OPERATING NOT TO SCALE NUT EXCEEDS 4'-0".

ACCOMPANYING STD W-300 AND W-121

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT

DATE ISSUED
VALVE BOX ASSEMBLY STANDARD NO.

SEPT 1, 2007
DRAWN BY: W- 150
SHIVDEV S. BRAR WENDELL E. JOHNSON,
DATE: CITY ENGINEER
AUG 14, 2007 CERTIFICATION NO. C 66340
SHEET 1 OF 1
10'
SEPT 1, 2007 DATE ISSUED
DRILL (8) 3/4" EVENLY SPACED AIR HOLES
FOR 18" DIA. COVER.
12 GAGE PIPE FOR AIR RELEASE VALVE
COVER. COVER TO BE HOT DIP
GALVANIZED AFTER FABRICATION.

ACCOMPANYING STD'S T700, T702, T712 AND T116 BRASS NIPPLE RAISE COVER 1/2" FROM BASE.

PAVING
EXIST. CURB & GUTTER
CERTIFICATION NO. C 66340 CITY ENGINEER WENDELL E. JOHNSON, „9 * IS LOCATED IN PAVED AREA INSTALL
CAB
FLUSH WITH SURROUNDING SURFACE.

AIR AND VACUUM RELEASE VALVE
FLAT BAR ANCHOR 3"x6"x1-1/2" WIDEx1/2" COPPER PIPE
HOT ROLLED STEEL. DRILL 1/4" HOLE & TAP 5/16" BRASS RIPPLE 2-1/2" DOWN FROM TOP, IN CENTER OF BAR. SLOPE

CITY OF LOMITA - ENGINEERING DEPARTMENT BRASS
90° BEND
NOTES:

BRASS

1. JONES DOUBLE STRAP BRONZE SERVICE SADDLE. VALVE BOX NIPPLE

2. IF MAIN IS STL. WELD 1/2" × COUPLING ONE ASSEMBLY
SIZE LARGER THAN SERVICE & USE WHITE CoPPER OL MODIFICATION NYLON BUSHING. COAT ALL EXPOSED STEEL IN
ACCORDANCE W/THE SPECIFICATIONS. WATER
MAIN
24°

COMBINATION AIR & VACUUM RELEASE VALVE
*(FOR MAIN SIZE >= 16" USE 2", FOR MAIN SIZE < 16", USE 1") -BAR ANCHOR (TYP.) ITEM PART NO. *SIZE DESCRIPTION
-PRIME & PAINT (SAFETY 1" OR 2" NIPPLE & (2) 90° STEEL ELBOWS WITH SS SCREEN YELLOW) INSIDE & OUT, 143C APCO UL10 CRISPIN 1"
+ PER SPECIFICATIONS. 145C APCO UL20 CRISPIN COMBINATION AIR & VACUUM RELEASE VALVE BRASS 5/16"×1" CAP 311-444(FORD) 3-1900 (JONES) 1*
SCREW (TYP). B11-777(FORD) J- 1900(JONES) 2" BALL VALVE, FIPxFIP FB 1700-4(FORD) J-1931(JONES) 1"
FB 1700-7(FORD) J-1961(JONES) CORPORATION STOP, MIP×FIP SHEET 1 OF 1 W-160 STANDARD NO SECTION A-A
OR 2" 90° COPPER ELBOW, SJSJ
VALVE & PIPE OMITTED VALVE BOX ASSEMBLY (SEE T712) MOD.

FOR CLARITY J979 11" OR 2" IP

JONES SERVICE SADDLE-DOUBLE STRAP
1" OR 2" SJ × MALE IP

FLAT SUPPORT FOR FIRE LINES & METERS
"C"+2"
• WELD ALL AROUND
/16 MIN

AILD STEE
(18,000 P.S.I.)

ADJUSTABLE PIPE SADDLE SUPPORT SIDE VIEW
GRINNELL FIG. 264-
Eo
PIPE

TOP VIEW
"D"/2
F
D A B C MIN. MAX
1/2"2 1/2™ 3 1/2" 1/2" 8" 13"
3 12 1/2 3 3/4 1/2/8 1/4 13 1/4
GALVANIZED STEEL 3 4 1/4 2 1/2 9 1/4 14
"E" + "D" /2 PIPE-FIELD LENGTH 1/4
3 5 1/2 2 1/2/10 1/215
(SEE CONSTRUCTION PLAN)
"E" = DIFFERENCE IN ELEVATIONS 8 3 6 7/8 2 1/211 3/416 1/2 10 8 1/2 2 1/213 1/218 1/4
12 9 15/16 112 1/2 15 19 3/4
in 1/420 3/4
14 10 15/16 3 16

THREADED
A™ 12 • 3/8 3 17 3/4/22 1/4
FLANGE-I.P. THD. 16
LENGTH 18 13 7/8 13 1/2:19 1/2 24
THI 20 15 3/8 3 1/2 21 25 1/2

BEARING SURFACE
24 17 15/16| 4 23 3/4|28 1/4
30 21 5/16 4 27 31 1/2
36 6 24 1/2 4 30 1/434 3/4

THE FLAT SUPPORT SHOWN IN THIS DETAIL SHALL BE USED FOR ALL METER ASSEMBLIES AND FIRE LINES IN LIEU OF THE SADDLE SUPPORT.

ADJUSTABLE PIPE SUPPORT
CITY OF LOMITA WATER DEPARTMENT STD.NO
BY DATE APPROVED W-270
DRAWN TL 6-25-91 FIELD SUPERVISOR DATE
CHECKED KT 9-13-91 APPROVED SHEET 1 OF 1
WATER ENGINEERING CONSULTANT DATE REVISION NO. 2
(SUBMITTED BDB
CIVIL ENGR 9-20-91 APPROVED DATE: NOV. 1999

WATER FIELD SERVICES DIRECTOR DATE

GENERAL NOTES

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION, LATEST EDITION AND SUPPLEMENTS THERETO, AS WRITTEN AND PROMULGATED BY PUBLIC WORKS STANDARDS, INC., HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS, THE LOMITA

STANDARDS, THE AMERICAN WATER WORKS ASSOCIATION STANDARDS LATEST EDITION, AND TO THE SATISFACTION OF THE CITY ENGINEER.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, VERIFY DEPTH AND PROTECT ALL STRUCTURES, INCLUDING SUBSTRUCTURES, SHOWN ON THE PLAN. THE CONTRACTOR SHALL BEAR THE

ENTIRE COST OF REPAIRING OR REPLACING ANY OF SAID STRUCTURES DAMAGED BY HIM/HER DURING PROSECUTION OF THE WORK. ALL REPAIRS AND REPLACEMENTS SHALL BE DONE IN THE PRESENCE OF

ALL LOCATIONS SHOWN ON THE PLAN FOR UTILITY LINES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND THEIR COMPLETENESS AND CORRECTNESS ARE IN NO WAY GUARANTEED.

3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600 AND ALL

PUBLIC UTILITY COMPANIES AND OWNERS OF PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION AT LEAST 2 WORKING DAYS IN ADVANCE OF PERFORMING ANY WORK WITHIN SAID AREA.

4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY ENGINEER BEFORE COMMENCING WORK. TRAFFIC CONTROL WITHIN PUBLIC STREET RIGHTS OF WAY SHALL BE IN CONFORMANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH) 2006 EDITION OR LATEST SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND PAVEMENT MARKINGS.

5. CAUTION: REVIEW APPROVED CONSTRUCTION PLAN. IF CONSTRUCTION REQUIRES WORKERS AND/OR EQUIPMENT TO BE WITHIN 6 FEET OR CRANES OR HOISTING DEVICES TO BE WITHIN 10 FEET OF OVERHEAD ELECTRIC LINES, CALL SOUTHERN CALIFORNIA EDISON AT 310-783-9339 FOR PROJECTS IN RESIDENTIAL AREAS OR 310-783-9331 FOR PROJECTS IN COMMERCIAL AREAS.

6. PRIOR TO COMMENCEMENT OF WORK, ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED OUT.

SHALL BE REPLACED EITHER BY A LICENSED SURVEYOR OR A CIVIL ENGINEER REGISTERED PRIOR TO JANUARY 1, 1982 AND NEW TIE SHEETS PROVIDED. METHOD OF ESTABLISHMENT SHALL BE STATED ON THE TIE SHEET.

7. GRADE SHEETS PREPARED AND STAMPED BY A LICENSED ENGINEER OR SURVEYOR SHALL BE DELIVERED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK.

8. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT 310-325-9830 PRIOR TO TRIMMING, REMOVING OR RELOCATING ANY EXISTING TREES.

9. UNLESS OTHERWISE SHOWN, ALL TRAFFIC SIGNS SHALL BE RELOCATED OR REMOVED BY THE CITY.

THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT 310-325-9830 AT LEAST 2 WORKING DAYS IN ADVANCE TO ARRANGE THE WORK.

10. THE CONTRACTOR SHALL DISINFECT WATER LINES UNDER THE DIRECTION OF THE CITY'S WATER QUALITY INSPECTOR. THE LOMITA MUNICIPAL WATER DEPARTMENT SHALL COLLECT WATER SAMPLES FOR ANALYSIS SUBSEQUENT TO DISINFECTING OF THE PIPELINE BY THE CONTRACTOR.

11. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST TWO WORKING DAYS IN ADVANCE OF A PROPOSED WATER MAIN OR SERVICE LINE SHUT DOWN. THE CONTRACTOR SHALL NOTIFY THE CUSTOMERS EFFECTED BY THE PROPOSED SHUT DOWN AT LEAST 24 HOURS IN ADVANCE. CUSTOMER NOTIFICATION

SHALL CONSIST OF A DOOR HANGER SPECIFING THE DATE(S) AND TIME(S) OF THE PROPOSED SHUT DOWN. NOTICE SHALL CONTAIN THE CONTRACTORS NAME AND TELEPHONE NUMBER. NOTICE SHALL BE APPROVED BY THE INSPECTOR PRIOR TO DISTRIBUTION.

12. OPERATION OF VALVES ON ALL PUBLIC WATER LINES AND THE FIRST NEW VALVE DOWNSTREAM OF A;

PUBLIC WATER MAIN SHALL BE PERFORMED BY THE LOMITA MUNICIPAL WATER DEPARTMENT UNLESS OTHERWISE SHOWN.

13. ALL WATER LINES SHALL HAVE 42" COVER FROM PROPOSED FINISHED GRADE UNLESS OTHERWISE SHOWN ON THE PLAN.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED STANDARD NO.

WATER GENERAL NOTES
SEPT 1, 2007
W-300
DRAWN BY:

SHIVDEV S. BRAR WENDELL E. JOHNSON,

CITY ENGINEER
DATE: CERTIFICATION NO. C 66340
AUG 14, 2007 SHEET 1 OF 2

GENERAL NOTES (CON'T)

14. FOR PARALLEL CONSTRUCTION ALL WATER LINES SHALL BE INSTALLED WITH A TWO FOOT (MIN.) CLEARANCE FROM EXISTING UTILITY LINES (GAS, TELEPHONE, CABLE, POWER...). A MINIMUM OF 12" CLEARANCE SHALL BE PROVIDED WHEN CROSSING UTILITY LINES.

15. NO PVC PIPE SHALL BE INSTALLED UPSTREAM OF THE INLET SIDE OF METERS OR DETECTOR CHECK VALVES.

16. CONTRACTOR SHALL MAKE AVAILABLE FOR THE PUBLIC WORKS INSPECTOR'S REVIEW, ON A DAILY

BASIS, AS-BUILT DRAWINGS FOR WORK PERFORMED UP TO AND INCLUDING THE PREVIOUS DAY'S ACTIVITIES. WORK SHALL NOT BE CONSIDERED AS COMPLETE UNTIL AS-BUILTS ARE SUBMITTED TO AND ACCEPTED BY THE CITY ENGINEER.

17. TRENCHES CUT INTO AN EXISTING ROADWAY WITHIN THE PUBLIC RIGHTS OF WAY SHALL BE BACKFILLED AND PAVED AS PER CITY OF LOMITA STANDARD ST-116.

18. TRENCH RESURFACING SHALL BE OF THE SAME TYPE AS THE EXISTING PAVEMENT, EXCEPT IF EXISTING PAVEMENT IS A.C. OVER P.C.C., RESURFACING MAYBE FULL-DEPTH A.C.

19. PIPE BEDDING SHALL CONFORM TO LOMITA STANDARD DRAWING W-101.

20. ALL FLANGE NUTS, BOLTS AND WASHERS SHALL BE 316 S.S. UNLESS OTHERWISE SHOWN.

21. ALL BURIED PIPE, VALVES, FITTING, ETC. SHALL BE WRAPPED IN 8 MIL. POLYETHYLENE.

CITY OF LOMITA - PUBLIC WORKS DEPARTMENT
DATE ISSUED STANDARD NO.

WATER GENERAL NOTES
SEPT 1, 2007 W-300
DRAWN BY: WENDELL E. JOHNSON,
SHIVDEV S. BRAR CITY ENGINEER
DATE: CERTIFICATION NO. C 66340
AUG 14, 2007 SHEET 2 OF 2

APPENDIX III

LOS ANGELES COUNTY SANITATION

DISTRICTS SEWER MANHOLE

ADJUSTMENT PROCEDURES
Robert C. Ferrante
LOS ANGELES COUNTY Chief Engineer and General Manager
SANITATION DISTRICTS 1955 Workman Mill Road, Whittier, CA 90601-1400 Converting Waste Into Resources Mailing Address: P.O. Box 4998, Whittier, CA 90607-4998 (562) 699-7411 • www.lacsd.org
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
Robert C. Ferrante
LOS ANGELES COUNTY Chief Engineer and General Manager
SANITATION DISTRICTS 1955 Workman Mill Road, Whittier, CA 90601-1400 Converting Waste Into Resources Mailing Address: P.O. Box 4998, Whittier, CA 90607-4998 (562) 699-7411 • www.lacsd.org
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
Robert C. Ferrante
LOS ANGELES COUNTY Chief Engineer and General Manager
SANITATION DISTRICTS 1955 Workman Mill Road, Whittier, CA 90601-1400 Converting Waste Into Resources Mailing Address: P.O. Box 4998, Whittier, CA 90607-4998 (562) 699-7411 • www.lacsd.org
Non-LACDW 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:

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.

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
Robert C. Ferrante
LOS ANGELES COUNTY Chief Engineer and General Manager
SANITATION DISTRICTS 1955 Workman Mill Road, Whittier, CA 90601-1400 Converting Waste Into Resources Mailing Address: P.O. Box 4998, Whittier, CA 90607-4998 (562) 699-7411 • www.lacsd.org
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:

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:

DOC 301411 Rev. 09/2020

APPENDIX IV

CITY OF LOMITA

TRASH COLLECTION SCHEDULE
Overview - Current Collection Schedule
W 239TH ST
240TH ST

GARNIER ST
841ST S
242ND PL
LOMITA 243RD ST
245T W 244TH ST 244TH ST 244TH ST
Service Day wW 245TH ST 245TH ST
DORMONT AVE TyST HUNT TER
Monday 247TH ST SENATOR AVE
Wednesday TH PL 247TH PL
"H ST 248TH ST FRAMPTON AVE
Thursday 249TH ST
251ST ST 251ST ST
252ND ST
253R0 252ND STa
DORIA 253RD ST

FEIJI WESTERN AVE WESTERN AVE OL
IG

DALEMEAD ST RI

CRENSHAW BLVD NORMANDIE AVE MA
255TH ST
JANUARY DR m 256TH ST

KEI ESHELMAN AVES BELLE PORTE AVE

PACIFIC COAST HWY SENATOR AVE

NEARCLIFF ST FRAMPTON AVE
BELLA®N 259TH ST A-1 TLPK

PORTOBELLO DR SKYLINE DR VIANA AVE
NARBONNE AVE 259TH PL
LUCI 260TH ST

VALLEY VIEW DR RUSTIC LN
261ST ST
262ND ST

BELLE PORTE AVE
DELOS DR 263RD

ALTA VISTA A OZONE AVE SENATOR AVE VERMONT AVE
GLEN RA 264TH ST
BRIDLEV ABONI 265TH ST
EMPTY SADDLE LN CLUB VIEW LN PALOS VERDES DRE 266TH ST PALOS VERDES DR N

HARBOR HLS
VIA NI

DESMONDE HARBOR HLS N GAFFEY ST

ENCANTO DR

APPENDIX V

CITY OF LOMITA

STREET SWEEIPING SCHEDULE
Benhill Ave Olsc 1 Ln 240th St LOMI
Hillview Ln
24 1st St 241st 3t
Lomita Biva 242nd St 8 April Ct I ALFORTY
243rd St
Part Haver Pl Callison St
Crenshaw Bivd Lomita Lucille Avel Hendricks Ave
Alliene Ave Dawn St
Austinbrook Ct 245th St Lomita Park Pl
246th St SHE Terrell St
Moon Ave None Or
Pennsylvania Cadiz Dr Allbrook St
Nordman St 246(s1
246th Pl
Falena
247th St
г - 247th St Woodward Ave Lomita Bivd
247th St
Abita Ave 247th Pl
248th St Walnut St
248th St 248th St
249th St 248th St
250th St
• Bani Aver colas,
Doria Ave Eleanor PI
Noko Dr Cypress Cirde Dr Comal Andreo Ale 2 1st St
251st St
MIkenna Robin L Woodward Ave Alcor St
Ave Narbonne Ave Oak St 22nd it 252nd St 252nd St
253rd St Cypress St Feijoa Ave -
253rd St 253rd St
Ce Beckne 253rPl
Bani Ave 253rd PL 253rd Pl
254l SI
254th St
Aubrey Ln amo Ave
255th St
Veror ica Ln 255h St
Kelley
Alliene Ave 256th St
vans C
stratora
257th St 257th St
(Forester r
Reed Dr
Pacific Coast Hwy
23th Ply
Hillworth Avel Viana Ave Lucille Ave
Chapman St Narbonne Ave Oak St 259th Pl 259th Pl o
Seadle View Rd Wittick Ct 2601h SL
Steed Ct Danmarct
Rootst Gamer st
261st St
Pennsylvania Dr 262nd St- Ocean View Ave
Appian Way
rd St
Alta Vis a Ave
264tr St L Ave
Fairview Ave Monte Vista Ave o Regent Ave
Street Sweeping Schedule
Glentree Dr
Wednesday, Thursday, Friday
Via Solano
6am to 8am • 8am to 10am
10am to 12pm - 12pm to 2pm Rolling Vista Dr Va Tampa Ts Via Marquette Va Nova
Sweep streets marked in red in
extra time between postings
Via Desmonde Palos Verdes DrN

APPENDIX VI

APWA STANDARDS
4° (1220 mm) MIN
4' (1220 mm) MIN
-TRANSITION
4:1 MIN
-NOTE 8 PARKWAY PCC WALK
NOTE 2 100 F
10%
MAX

CURB X -
CURB FACE 14' (1220 mm)
IYPE 1
AOR B
4° (1220 mm)
2% - GRADE BREAK
NOTE 8-
PARKWAY PCC WALK NOTE 2-
10% MAX
CURB FACED CURB* x
A OR B
SEE FIGURE 1
IYPE 2
CASE A

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
PUBLICION AMATES ME. CURB RAMP
111-5
REV. 1996, 2000, 2005, 2009,
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1 SHEET 1 OF 10 8 BCR
2% MAX
4' (1220 mm) -GRADE BREAK
-NOTE 8
| PCC WALK 4' (1220 mm)
ЧАТ NOTE 7

SEE ANGLE
NO 2
MAN
10% (1220 mm)
- PARKWAY PLANTING 2% MAX
AREA
CURB 5% MAX IYPE 3

CURB FACE/

WHERE PLANTING AREA IS

ADJACENT TO THE CURB RAMP,
USE CASE A, TYPE 6
2% MAX
of

GRADE BREAK
4° (1220 mm)
PCC WALK NOTE 8
BCR
AIL
NOTE 2.

PLANTING
AREA 10% MAX
CURS FACE! CURE

WHERE PLANTING AREA IS
ADJACENT TO THE CURB RAMP, IYPE 4
USE CASE A, TYPE 6
CASE A

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 2 OF 10
A OR B
4° (1220 mm)
R
Z
- F
T NOTE 2 8.33% 8.33%
LPARKWAY NOTE 8- 5E PLANTING AREA

PLANTING AREA
CURB + -

CURB FACE
(1200 mm)
A OR B
SEE FIGURE 1 IYPE 5

PARKWAY
2%
MAX

PLANTING AREA
4 (1220 mm)

PCC WALK
4' (1220 mm) MIN AR
8-35% NOTE
NOTE 2- 11220mm Nae.

NOTE 8/
PLANTING AREA IYPE 6
CURB

CURB FACE

IF PLANTING AREA IS NOT'

ADJACENT TO SIDE FLARE, USE
"X" PER TABLE 2 FOR THAT FLARE CASE A

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 3 OF 10

8.33% MAX 8.33% MAX
NOTE 8
CURB FACE! - T
4'
(1220 mm)
IYPE 1
2%
MAX

8.33% MAX

SEA NOTE T
TYPE 2
PC WAY * NOTE ?
CURB
+

CURB FACE'
CASE B

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 4 OF 10
SKEW ANGLE, a
SKEW ANGLE a=45° (1220 ma) NOTE 2
OFFSET b=0

JNLESS OTHERWISE

NOTED ON PLANS
:00
NOTE 8
OFFSET, b
CURS FACE! CURB CASE C

SEE DETAIL
PCC A, B, C, OR D NOTE 8
AL

8.33% TYPE 1
NOTE 2 MAX
PARKWAY 5% MAX

PLANTING
AREA
REGRADE - X=4' (1220 mm

CURBI IF ADJACENT TO

PLANTING AREA,
CURB FACE OTHEWISE SEE TABLE 1

SEE DETAIL A, B, C OR D

18.33%
MAX 5% MAX 1 *
NOTE 8-
NOTE 2—
CURB FACE! CURB*
TYPE 2
CASE D

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 5 OF 10
2%. -GRADE BREAK
S MAX
4' (1220 mm) -
m
* ZOR MARKED
PCC WALK 1220 mm ( A OR B LESS
5% MAX CROSSWALK
T 4° (1220 mm)
MAX

PARKWAY

PLANTING
AREA TYPE 1
NOTE 2
CURB A ORB • NOTE 8
CURB FACE +
=4' (1220 mm
HEN ADJACEN (1220 mm)

TO PLANTING AREA

MARKED-

CROSSWALK
S
2%
Z OR MAX 5% MAX MARKED

LESS CROSSWALK
NOTE 2. Z=X

GRADE BREAK
CURB
CURB FACE! X 4 -
(1220 mm) NOTE 8 TYPE 2
CASE E
• MARKED-

CROSSWALK

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 6 OF 10
SEE NOTE 6 PARKWAY
SEE TABLE T 44(1220 mm_ MN
EXISTING ROUNDED. -TOP OF

ROADWAY EDGE RAME
5% MAX - 2% MAX
-8.33% MAX
- A2-0 CURB AND GUTTER

SECTION A-A
USE FIGURE 1 TO DETERMINE

WHICH OF SECTIONS A-A, B-B
SEE NOTE 6 PARKWAY OR C-C IS APPROPRIATE.

Y 4' (1220 mm).

ROUNDED TOP OF

EXISTING EDGE

RAMP -DEPRESS BACK OF WALK

ROADWAY
5% MAX SEE DETAIL A, B, C OR D,

8.33% MAX - 2% MAX SHEET 10.
-A2-O CURB AND GUTTER

SECTION B-B
SEE NOTE 6

PARKWAY
:

EXISTING 4° (1220 mm) MIN

ROADWAY
5% MAX -DEPRESS BACK OF WALK

SEE DETAIL A, B, C OR D,
- 2% MAX SHEET 10.
-A2-0 CURB AND GUTTER

SECTION C-C
"(1220 mm)

DEPRESS BACK OF WALK
8,32 MAX 8.55% PCC SIDEWALK

SECTION R-R

Z OR LESS
Z
= T(z2o mm) (1220 mm)
→ DEPRESS BACK OF WALK

8.33% MAX 8.35% MAX 8.33% MAX 8.33% MAX

PCC SIDEWALK

SECTION S-S

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 7 OF 10
PARKWAY WIDTH, FT (m)
(1.2) MIN(1.5) (18) (21) (2.4) (2.7)(3.0) (3,3) (3.6) (339) (412) (45) (458) (5.1) (5.4) (57) (600) 1" (25)
2" (50)
INCHES (mm) 3" (75)
4" (100)

SECTION A-A
5" (125) LANDING = 4' (1220 mm)
6" (150)
(175) SECTION

CURB FACE,
8" (200)
9" (225)

SECTION B-B
10" (250) - CALCULATE Z DIMENSION

PER FORMULA BELOW
11" (275)
12" (300)-

OR MORE
FIGURE 1 - SECTION USAGE
NORMAL WHERE FIGURE 1 SHOWS USE OF SECTION B-B, FIGURE Z CURB FACE, SECTION Y- Y DIMENSION AS FOLLOWS:

INCHES (mm) X, FT (mm) Y, FT (mm) W = PARKWAY WIDTH
2" (50) 4.00' (1220) MIN 2.63 (790) L = LANDING WIDTH, 4' (1220 mm) TYP Z = [(Y+L)-W] × 0.760
3" (75) 4.00' (1220) MIN 3.95' (1185)
4" (100) 4.00' (1220) MIN 5.26' (1580) IF (Y+L) < W, THEN Z = 0 5(125) 4.17' (1275) 6.58' (1975)
6" (150) 5.00' (1525) 7.90' (2370)
7™ (175) 5.83' (1775) 9.21' (2765)
8" (200) 6.67 (2035) 10.53' (3160)
9" (225) 7.50' (2285) 11.84 (3555)
10" (250) 8.33' (2540) 13.16' (3950)
11" (275) 9.17 (2795) 14.47(4340)
12" (300) 10.00'(3050) 15.79' (4735)
SEE SHEET 9 FOR STREET SLOPE

ADJUSTMENT FACTORS, ALL STREETS
TABLE 1 - X AND Y VALUES
TABLE 1 REFERENCE FORMULAS:

X = CF / 8.333%
Y = CF / (8.333% - 2% WALK CROSS SLOPE)

STANDARD PLAN

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
111-5

CURB RAMP
SHEET 8 OF 10
4' (1220 mm)
700wg
_GRADE BREAK
MAX
CURB*

CURE FACE/ GUTTER

SLOPE, S
(1220 mm)

IYPICAL CURB RAMP
. DOWN X.UP
-

BACK OF WALK,
-GUTTER

FLOW LINE

SECTION T-T

SLOPED STREET

FOR SLOPED STREETS, MULTIPLY THE DIMENSIONS PARALLEL

TO THE STREET, X AND Z, UPSTREAM AND DOWNSTREAM OF

THE RAMP, BY THE FACTORS IN THE FOLLOWING TABLE
FOR EXAMPLE, X.DOWN = X × K.DOWN
S KDOWN K.UP
0% 1.000 1.000

0.2% 0.977 1.025

0.5% 0.943 1.064
1% 0.893 1.136
2% 0.806 1.316
3% 0.735 1.563
4% 0.676 1.923
5% 0.625 2,500
TABLE 2 - SLOPE ADJUSTMENTS
TABLE 2 REFERENCE FORMULAS:

K.DOWN = 333% ( S3% 5,8)
K.UP

STREET SLOPE ADJUSTMENTS

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 9 OF 10
12" (305 mm)
3/4"

0.901
(19 mm) 23 mm)
SINGLE
PATTERN "TRUNCATED DOME"
11/4°
(6 mm) (6 mm) _ 2.35"
(60 mm)

GROOVING DETAIL DETECTABLE WARNING DETAIL

CONSTRUCT FENCE OR HANDRAIL

PER CONTRACT PLANS
BACK LANDING 6" (150 mm)
-PAVED SURFACE

PAVED SURFACE RETAINING CURB

8.35%

DETAIL A DETAIL B
GRADED 6" (150 mm)
SLOPE 2:1 -UNPAVED SURFACE

MAX UNPAVED SURFACE RETAINING CURB-

DETAIL C DETAIL D
GENERAL NOTES:

1. CONCRETE SHALL BE CLASS 520-C-2500 (310-C-17) CONFORMING TO SSPWC 201-1.1.2 AND SHALL BE 4" (100 mm) THICK.

ROOVES APPROXIMATELY 3/4

3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE CONFORMING TO SSPWC 303-1.9.

4. USE DETAIL "A" OR "B" IF EXISTING SURFACE BEHIND LANDING IS PAVED.

5. USE DETAIL "C" OR "D" IF EXISTING SURFACE BEHIND LANDING IS UNPAVED.

6. R = 3(900 mm) UNLESS OTHERWISE SHOWN ON PLAN. SEE SHEET 7.

7. ANGLE = 4/2 UNLESS OTHERWISE SHOWN ON PLAN.

8. CONSTRUCT DETECTABLE WARNING SURFACE PER DETAIL THIS SHEET. MATERIALS SHALL BE PER CONTRACT DOCUMENTS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 111-5

CURB RAMP
SHEET 10 OF 10

WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE

PARALLEL TO CURB OR PROPERTY LINE

WALK ADJACENT TO PROPERTY LINE
WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE IF LESS THAN 30"
PL PL (750 mm) REPLACE
WALK * REPLACE WALK SAWCUTE ENTIRE WALK
SAWCUT IF SCORELINET ENTIRE WALK *KAREXCAVATIONKE - REPLACE 30" EARTH OR CONCRETE FILL-IN SAWCUT FEARTH OR CONCRETE FILL-IN (750 mm) MIN IF SCORELINE CURB y

GUTTER GUTTER

WALK ADJACENT TO CURB
WALK LESS THAN 5' (1500 mm) WIDE WALK 5' (1500 mm) WIDE OR MORE REPLACE 30"
EXCAVATION ETE - (750 mm) MIN
WALK XEXCAVATION SA -REPLACE WALK- - IF LESS THAN 30"

SAWCUT CURBS
ENTIRE WALK (750 mm) REPLACE

GUTTER GUTTER ENTIRE WALK

FILL-IN REPLACEMENT
FILL-IN LESS THAN 5' (1500 mm) WIDE FILL-IN 5' (1500 mm) WIDE OR MORE WALK
WALK IF LESS THAN 30"
SAWCUT IF SCORELINE? (750 mm) REPLACE

SAWCUT IF SCORELINEN - ENTIRE FILL-IN
FILL-IN SAWCUT>

FILL-IN- KERREXCAVATION KAY -REPLACE
* EXCAVATION 2YY - REPLACE 30"
ENTIRE FILL-IN (750 mm) MIN

GUTTER GUTTER CURB

WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE

NORMAL TO CURB OR PROPERTY LINE

WALK PE
SAWCUT " 30" (750 mm) MIN

FILL-IN
EXCA
CURBy
GUTTER
THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS.

IF AN EXCAVATION FALLS WITHIN 30" (750 mm) OF AN EXPANSION JOINT, CONSTRUCTION JOINT,

WEAKENED PLANE JOINT, OR EDGE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT OR EDGE.

IF AN EXCAVATION FALLS WITHIN 12" (300 mm) OF_A SCORELINE, THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELINE. THE SCORELINE SHALL BE SAWCUT BEFORE CONCRETE REMOVAL.

THE MINIMUM LENGTH OF REPLACEMENT IN BOTH CASES SHALL BE 30" (750 mm).

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

PROMULGATED BY THE STANDARD PLAN
PUBLIC WORKS STANDARDS INC. SIDEWALK & DRIVEWAY REPLACEMENT GREENBOCK COMMITTEE 113-2
1993
REV. 1996, 2009
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SHEET 1 OF 20 NOTES

1. CONCRETE WALK, FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO NEATLY SAWED EDGES. ALL CUTS SHALL BE PARALLEL TO OR PERPENDICULAR TO THE CURB; ON CURVES, THE CUT SHALL BE RADIAL TO THE CURB.

2. DRIVEWAY APRONS IN WHICH THE "W" DISTANCE IS LESS THAN 11' (3300 mm) SHALL BE REPLACED IN THEIR ENTIRETY IF CUT IN ANY AREA.

3. DRIVEWAY APRONS IN WHICH THE "W" DISTANCE IS 11' (3300 mm') OR MORE MAY BE CUT WITHIN THE "W" SECTION. THE MINIMUM REPLACEMENT SHALL BE 30" (750 mm) IN LENGTH. THE MINIMUM DISTANCE ALLOWED BETWEEN SUCH CUTS SHALL BE 14° (4200 mm').

5. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THE CURB TO THE FRONT EDGE OF

THE WALK, EXCEPT, WHERE WALK IS ADJACENT TO CURB, REPLACEMENT SHALL BE FROM BACK OF CURB TO BACK OF WALK.

6. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB.
%. REPLACEMENT OF THE "X" OR "R" SECTION SHALL MATCH EXISTING CONSTRUCTION.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 113-2

SIDEWALK & DRIVEWAY REPLACEMENT
SHEET 2 OF 20
LINE
6" CURB LINE 6"
11/4" (5 mm) (150 mm), 1/4" (5 mm) (150 mm), CURB
W
BATTER 3:12
BATTER 3:12
CF
SLOPE 8.3%.
(150 mm), 6"
→ (25 mm)
A1-6(150) AND
A1-8(200) A2-6(150) AND A2-8(200)
6" CURB LINE 6" 6"
(150 mm)y (150 mm) (150 mm) ;
MIN
3/4" (20 mm) R
BATTER 3:12 BATTER 3:12

BOTH SIDES
/SLOPE 2.0%
LEVEL 6"' (150 mm)
mm)y
D1-6(150) AND
A3-6(150) AND A3-8(200) → -125 mm) D1-8(200)
NOTES:

1. THE LAST NUMBER IN THE DESIGNATION IS -1/2" (60 mm) #4 × 10" @ 4' OC 1/4" (5 mm) 6"'
THE CURB FACE (CF) HEIGHT, INCHES (mm). CURB - #13M x 250 mm IF SHOWN AS 'VAR' THE CURB FACE VARIES. (150 mm)
@ 1200 mm OC)

2. GUTTER WIDTH, W, IS 24" (600 mm) GROUTED IN PLACE
UNLESS OTHERWISE SPECIFIED.

BATTER 3:12

3. TYPES A1, A2, A3 AND C1 SHALL E 3/4"
ONSTRUCTED OF CONCRET 1(20 mm)

4. TYPE D1 CURB SHALL BE CONSTRUCTED 3" (75 mm)
OF ASPHALT CONCRETE.

5. TYPE C1 CURB SHALL BE ANCHORED WITH

STEEL DOWELS AS SHOWN OR WITH AN
EPOXY APPROVED BY THE ENGINEER.

6. ALL EXPOSED CORNERS ON CONCRETE CURBS C1-6(150) AND C1-8(200)

AND GUTTERS SHALL BE ROUNDED WITH A
1/2" (15 mm) RADIUS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
CURB AND GUTTER - BARRIER 120-3
1984
REV. 1986, 2009, 2021
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 _ STREET SLOPE LESS THAN 4%
6'

GUTTER TRANSITION GUTTER TRANSITION
(1800 mm)
5 B

FLOW LINE

EXP STR GR CURB RIDGE
STR GR
- FLOW
1(4500 mm) 15' BCR (4500 mm) + 15' T

PROPERTY LINE/ - NORMAL CF
ECR 5' TYP B ECR MINUS 2" (50 mm)
(1500 mm)
15(4500 mm) _WG WG.

TRANSITION WG = 2' (600 mm) TYP

WHEN REQUIRED
EXP JT _GUTTER GUTTER
EXP JT
W

TYPICAL CROSS GUTTER PLAN
STREET SLOPE LESS THAN 4%
_STREET SLOPE 4% OR GREATER

STREET CENTERLINE- -FLOW LINE
+ FLOW

ECR ECR
[PROPERTY PROPERTY

LINE LINE

TYPICAL CROSS GUTTER PLAN
STREET SLOPE 4% OR GREATER
CURB (900 mm) (300 mm) 1(630 mm)

NORMAL CF
MINUS 2" (50 mm) mm,
3/4"
GUTTER- (20
-CURB -SEE NOTE 7
LEVEL (200 mm) LEVEL

SECTION A-A SECTION B-B SECTION C-C

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
CROSS AND LONGITUDINAL GUTTERS 122-3
REV. 1993, 2009,2021
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 -WEAKENED-PLANE JOINT OR

OPTIONAL CONSTRUCTION JOINT
WEAKENED-PLANE JOINTS PER NOTES 1, 2 AND 3
PER NOTES 1 AND 2
5 -JOINT NEEDED WHEN
2:00 W = 46' (14 m) OR MORE
15' (4500 mm) \ MOO
- CROSS GUTTER

TRANSITION ECR
(1500 mm) TYP

WEAKENED-PLANE JOINTS
PER NOTES 1 AND 2 (1500 mm) TYF 6' (1800 mm)
- GUTTER 125mm mmy)*(300 m) m) mm)425 mm)

TYPICAL JOINT PLAN
•
(25 mm)* (1200 mm)" (25 mm)

SIX EQUALLY SPACED
(600 mm) - (100 m)" DOWELS FOR CONSTRUCTION
1-1/2" JOINTS
(40 mm) SECTION D-D
• FOUR EQUALLY
• SPACED DOWELS
(200 FOR CONSTRUCTION
JOINTS-SEE NOTE 4
4"
(100 mm) LONGITUDINAL
GUTTER
NOTES:

1. WEAKENED-PLANE AND/OR CONSTRUCTION JOINTS SHALL BE PLACED IN CURB AND GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON.

2. WEAKENED-PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 1-1/2" (40 mm) DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN 24 HOURS AFTER CONCRETE IS PLACED.

3. DOWELS FOR CONSTRUCTION JOINTS SHALL BE #4 BARS 18" LONG (#13M BARS 450 mm LONG).

4. PLACE A WEAKENED-PLANE OR CONSTRUCTION JOINT WHERE LONGITUDINAL ALLEY GUTTER JOINS CONCRETE ALLEY INTERSECTION.

5. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH 1/2" (15 mm) RADIUS.

6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.

7. ADJACENT TO CURB RAMPS, CONCRETE SLOPE SHALL BE 5% MAXIMUM FOR A DISTANCE OF 5 FEET (1525 mm) FROM THE CURB FACE FOR THE WIDTH OF THE WIDTH OF THE RAMP, NOT INCLUDING SIDE TRANSITION CURBS.

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN CROSS AND LONGITUDINAL GUTTERS 122-3
SHEET 2 OF 2
Exhibit B: Contractor's Bid Proposal

BIDDER'S PROPOSAL
STREET RECONSTRUCTION ZONE G - PHASE 1
Company: PALP, INC DBA

EXCEL PAVING 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 the Plans, Specifications, Standard Drawings, and the Contract Documents, for the unit undersigned hereby proposes to furnish all Work to be performed in accordance with price or lump sum set forth in the following schedule.
plans, specifications and all Contract Documents for this project and is fully The undersigned hereby acknowledges that he/she has examined the copies of the aware of scope of the work.
locality where the work is to be performed and the legal requirements and conditions The undersigned also acknowledges that he/she has examined the project site and Contract Documents. affecting the cost, progress, and performance of the work in strict accordance with the important to the City. Therefore, time being of the essence, he/she proposes that The undersigned also acknowledges that timely completion of the projectis Inviting Bids. the work will commenced and be completed within the time specified in the Notice accommodate those portions of the work required by the specifications or Specification or Items not indicated on Bid Form: The Contractor is to elsewhere. contract documents, whose method of payment is not included in other bid items Sperator is de labor, equipment, materials, overhead, profits, all other indirect costs shall be In addition, bid items costs associated with bonds, insurance, traffic control, considered full compensation for each bid item.
the notice to proceed is issued by the Engineer. All work shall be completed within 80 working days from the date C-2
Street Reconstruction Zone G - Phase 1

PROJECT BID SCHEDULE
Bid
Item
No. Item Description Unit
Qty. Unit
Price Total Bid
1 Mobilization and Demobilization
1 LS
$123000- $ 123000-
2 Construction Survey and
Monumentation 1
LS $ 17,000.00 $ 17,000.00
3 Traffic Control
1 LS
$73000-$73000
4 Water Pollution Control, BMPs, and
Preparation of SWPPP 1 LS
$ 12,000.00 $ 12,000.00
5 Clearing and Grubbing
1 LS
$ 3,000.00 $ 3,000.00
6 Remove 4" PCC Sidewalk.
650 SF $ 4.00
$ 2,600.00
7 Construct 4" PCC Sidewalk.
450 SF $ 23.00
$ 10,350.00
8 Remove 8" PCC Cross Gutter. 1,345
SF $ 8.00
$ 10,760.00
9 Construct 8" PCC Cross Gutter. 1,345
SF $ 27.00
$ 36,315.00
10 Remove variable height 5" to 7.5"
PCC Curb and Gutter. 65 LF $ 27.00
$ 1,755.00
11 Construct 5" to 7.5" PCC Curb and
Gutter. 65 LF $ 112.00
$ 7,280.00
Remove PCC Curb Variable Height up to
8" adjacent to PCC Cross Gutter. 110 LF $ 10.00
$ 1,100.00
Construct PCC Curb Variable Height up
to 8" adjacent to PCC Cross Gutter. 110 LF $ 45.00
$ 4,950.00
14 Construct PCC Retaining Curb.
55 LF $ :78.00
$ 4,290.00
C-3
15 Remove PCC Curb Ramp.
4 EA $ 1,500.00
Construct PCC Curb Ramp with $ 6,000.00
16 Yellow Detectable Warning Surface
Panel. 6 EA $ 4,000.00
$ 24,000.00
Unclassified Excavation (Removal
17 and Disposal of Entire Pavement
Section and Base for Construction of 2,640 CY $95.- $250800- New Pavement Section).
18 Construct Asphalt Concrete.
2,565 TON $126.= $323190.-
19 Construct Crushed Aggregate Base.
1,370 CY $98- $/34/260-
Adjust Sewer and Storm Drain Manhole
20 Frame and Cover to Grade.
13 EA $ 2,000.00 $ 26,000.00
21 Adjust Valve Box and Cover to Grade
(Water or Gas). 5 EA $ 5,000.00
$ 1,000.00
22 Remove Existing Striping, Markings,
Legends, Reflectors, and Raised 1 LS $ 3,000.00
Pavement Markers $ 3,000.00
23 Furnish and Install Striping,
Markings, Reflectors, and Raised 1 LS
Pavement Markers $ 5,000.00 $ 5,000.00
TOTAL BID (Items 1 through 23)
$ 1,084,650.-
TOTAL BID:
(Figures) | 084650 -
(Words) ONE Millan Eighty For THousand Six Hunores Firm Delarr *BID MAY BE REJECTED IF TOTAL IS NOT SHOWN IN FIGURES AND WORDS. bonds, at the unit prices set forth herein and in case of default in executing such The undersigned furthermore agrees to enter and execute a contract, with necessary 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 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.

PALP, INC DA
Contractor

EXCEL PAVING COMPANY
Date: JUI 25 2024
By: Curtis P. Brown Ill
STATE LIC# 688659 President
Contractor's State License No.: A, C12, C31Class Exp. Date: 5/21/2026 Contractor's Address: 2230 LEMON AVE
LONG BEACH, CA 90806
Phone: JUL 25 2024
C-5

CALIFORNIA ALL- PURPOSE

CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California }
County of _Los Angeles }
On JUL 2 5 2024 before me, _R. Covington, Nota Pullin olian) personally appeared Curtis P. Brown III
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/axe subscribed to the within instrument and acknowledged to me that he/shetkey executed the same in his/how/tair authorized capacity(ies), and that by his/hecksir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

R. COVINGTON
WITNESS my hand and official seal. COMM. #2339692
Notary Public-California

LOS ANGELES COUNTY
Cain My Comm. Expires Dec 8, 2024 K
Notary Public Signature (Notary Public Seal)

INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OPTIONAL INFORMATION This form complies with cures Califormia statues regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed, should be completed and attached to the document. Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary (Title or description of attached document) • State and County information must be the State and County where the document signers) personally appeared before the notary public for acknowledgment. (Title or description of attached document continued) • Date of notarization must be the date that the signers) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her Number of Pages _ Document Date commission followed by a comma and then your title (notary public). • Print the names) of document signers) who personally appear at the time of CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. • Individual (s) he/she/they. is /are) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording.

KX Corporate Office • The notary seal impression must be clear and photographically reproducible.

President Impression must not cover text or lines. If seal impression smudges, re-seal if a (Title) sufficient area permits, otherwise complete a different acknowledgment form. • Partners) • Signature of the notary public must match the signature on file with the office of the county clerk.
• Attorney-in-Fact Additional information is not required but could help to ensure this • Trustee(s) acknowledgment is not misused or attached to a different document. • Other Indicate title or type of attached document, number of pages and date. * Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple.

CONTRACTOR'S AFFIDAVIT

STATE OF CALIFORNIA
COUNTY OFLos Angeles
Curtis P. Brown I!! _ being first duly
sworn, deposes and says: President
That he is the
PALP. ING OBA Title

EXCEL PAVING COMPANY
(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. 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, Dartership, company, association, organizalion or corporation not named or 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;
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;
C-6
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 JUL 25 2024 _, 2024.

PALP. INC DSA

EXCEL PAVING COMPANY
Subscribed and Sworn to
Contractor
muth
Tile Curtis P. Brown II!
President
before me this day of JUL 25 2024 _, 2024.

Myrshe Mongue Rmer
Notary Public in and for said
County and State.
(Seal)

IYISHA MONIQUE RIVEN
COMM. #2377053

J) NOS ANGE COUNT E
My Comm. Expires Sep 30, 2025 y
C-7
BID BOND (10%)
KNOW ALL MEN BY THESE PRESENTS: That we, PALP Inc, dba Excel Paving Company as principal, and Federal Insurance Company
as sureties, are held and firmly bound unto the City of Lomita, State of California, in the enal sum of Ten percent of the total amount of the bic doliars ($_ _), for the ayment whereof we hereby bind ourselves, our successors, heirs, executors o administrators jointly and severally, firmly by these presents.

WITNESS our hands this 4th _day of June , 2024.

PALP Inc, dia Excel Paving Company
Principal Curtis P. Brown, III, President
Federal Insurance Company
Surety/Attorney-in-Fact
Repp
Signature • Douglas A. Rapp, Attorney in Fact
Name: Federal Insurance Company
Local Address: 555 S. Flower Street, 3rd Floor
PALP . NC Los Angeles, CA 90071
Phone No.: 213-612-5574
Fax No.: 213-612-5725
APRIL 7,
* 1981

CALIFORNI
C-8

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
State of California
County of. Orange
On June 04, 2024
before me, _Debra Swanson, Notary Public
(insert name and title of the officer)
personally appeared Douglas A. Rapp
who proved to me on the basis of satisfactory evidence to be the person(e) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in histher/their authorized capacity(ies), and that by histher/their signature(s) on the instrument the person(e), or the entity upon behalf of which the person(e) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal. DEBRA SWANSON
COMM. # 23356302

ORANGE COUNTY
signature Relera Swanson MY COMM. EXP. NOV 10, 2024
но міраде
(Seal)
CHUBB'
Power of Attorney
Federal Insurance Company | Vigilant Insurance Company | Pacific Indemnity Company Westchester Fire Insurance Company | ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Douglas A. Rapp and Timothy D. Rapp of Ladera Ranch, California each as their true and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.

In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 11'h day of April 2024. •H.D Wann Sellau
Rupert HD Swindells, Assistant Secretary Warren Echhorn. Vice President

STATE OF NEW JERSEY
County of Hunterdon
On this 11%h day of April, 2022 before me, a Notary Public of New Jersey, personally came Rupert HD Swindells and Warren Eichhorn, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Rupert HD Swindells and Warren Eichhorn, being by me duly sworn, severally and each for himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority.

Notarial Seal Albert Contursi
NOTARY PUBUC OF NEW JERSEY Abut Contura
No 50202369
Commission Expires August 22,2027 Notary Public

CERTIFICATION
Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009:
"RESOLVED, that the following authorizations relate to the execution, for and on behalf of the Company, of bonds, undertakings, recognizances, contracts and other written commitments of the Company entered into in the ordinary course of business (each a "Written Commitment"):
(1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise.
(2) Each duly appointed attorney-in-fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such person's written appointment as such attorney-in-fact (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the attorney-in- act of the Company with full power and authority to execute, for and on behalf of the Company, u. der the seal of the Company or otherwise, such Written Commitments of the Compan s may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Writter Commitments.
(4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to delegate in writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegatlon.

URTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers, employees and other persons to act for and on behalf of th ompany, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested. 1, Rupert HD Swindells, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, the foregoing Power of Attorney is true, correct and in full force and effect.

Given under my hand and seals of said Companies at Whitehouse Station, N, this June 04, 2024 ét H.8. Soaky
Rupert HD Swindells. Assistant Secretary
IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT:

Telephone (908) 903-3493 Fax 908) 903-3656 e-mail: [email protected] Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19)

CALIFORNIA ALL- PURPOSE

State of California }
County of Los Angeles }
On JUL 25 2024 before me, _
personally appeared Curtis P. Brown III
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/axe subscribed to the within instrument and acknowledged to me that he/stettkey executed the same in his/hesthair authorized capacity(ies), and that by his/hex/eir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

R. COVINGTON
COMM. #2339692
WITNESS my hand and official seal. FRS3
Notacy Public-California

LOS ANGELES COUNTY
R My Comm. Expires Doc 8, 2024
Notary Public Signature - (Notary Public Seal)

INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed, should be completed and attached to the document Acknowledgments from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law.
(Title or description of attached document) • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signers) personally appeared which (Tile or description of attached document continued must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her Number of Pages _ Document Date commission followed by a comma and then your title (notary public). • Print the name(s) of document signers) who personally appear at the time of notarization.

CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they, is /are) or circling the correct forms. Failure to correctly indicate this • Individual (s) infornation may lead to rejection of document recording.

KX Corporate Office • The notary seal impression must be clear and photographically reproducible. residen Impression must not cover text or lines. If seal impression smudges, re-seal if a (Title) sufficient arca permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of • Partners) the county clerk.
• Attorney-in-Fact Additional information is not required but could help to ensure this Trustee(s) acknowledgment is not misused or attached to a different document.

Indicate title or type of attached document, number of pages and date.

Other Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). 2015 Version www.NotaryClasses.com 800-873-9865 • Securely attach this document to the signed document with a staple.

Item No. of Name of Sub- Firm Address License % of the Work Work Contractor Number
Pavement 10240 San Sevaine Way
17 Recycling Jurupa Valley CA 9175: 201.

Systems 569352
(PRS)
EBS Utilities 1345 Quarry St. #10 932798 3%
20,21 Adjusting Corona CA 9287
TOTAL % of Subcontractor's work 23%
C-9
::

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

Item No. of Name of Sub-
Work Contractor Firm Address License
Number % of the Work
TOTAL % of Subcontractor's work
C-9
licensed under the laws of the State of California for the type of work which they are to Subcontractors listed in accordance with the provisions of Section 3-3 must be properly perform. Do not list alternate subcontractors for the same work.

CONSTRUCTION PROJECT REFERENCE SEE ATTACHED
(Work similar in magnitude and degree of difficulty completed by Contractor within the past three [3] years.) Name (Firm/Agency):

Address:

Contact Person:
_Email & Number:

Title of Project:

Project Location:

Date of Completion:
_ Contract Amount: $
Name (Firm/Agency):

Address:

Contact Person:

Email & Number.:

Title of Project:

Project Location:

Date of Completion:

Contract Amount: $_
Name (Firm/Agency):

Address:

Contact Person:

Email & Number.:

Title of Project:

Project Location:

Date of Completion:

Contract Amount: $_
C-10

VIOLATIONS OF FEDERAL, STATE OR LOCAL LAWS
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 projects? or licensing regulations within the past five (5) years relating to your construction N/A
Yes/No: _ No
Federal / State:

If "yes," identify and describe, (including agency and status):
(NIA)
Have the penalties been paid? Yes/No: N/A
Does your firm or its officers have any ongoing investigations by any public Professions Code or State Licensing Laws? agency regarding violations of the State Labor Code, California Business and Yes/No: _NQ Code/Laws:_ N/A
_ Section/Article:

If "yes," identify and describe, (including agency and status):
(NA
C-11

DISQUALIFICATION OR DEBARMENT
Has your firm, any officer of your firm, or any employee who has a proprietary interest in your firm ever been disqualified, removed, or otherwise prevented from bidding on, performing wark 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):

N/A (N/A
Date: Entity:

Location:

NA
Reason:

NA
Provide Status and any Supplemental Statement:

Has your firm been reinstated by this entity? Yes/No:_ (NIA C-12

NON-COLLUSION AFFIDAVIT
State of California
) SS:

County Los Angeles
Curtis P. Brown Ill being first duly
President
Sworn, deposes and says that he is the _
(Individual, Partner, Corporate Office)
making the forgoing proposals or bids; that such bids are genuine and not collusive or sham; such bidder has not colluded, conspired, connived, or agreed, directly or indirectly, with any has not in any manner, directly or indirectly sought by agreement or collusion, or communication or conference, with any person, to fix the bid price of affiant or any other bidder, or to fix any relative thereto fathy association or to any member or agent thereof, C

CORPORAT
Curtis P. Brown III
APRIL 7, President
* 1981

ALIFORN
day of JUL 25 2024
Sworn to and subscribed before me this
R. COVINGTON
Notary Public-California COMM. #2339692 R. Crip
Notary Public

LOS ANGELES COUNTY
My Comm. Expires De 8. 2024 k
12/08/24
My Commission Expires
California Environmental Protection Agency
Air Resources Board
January 1, 2024

CERTIFICATE OF REPORTED COMPLIANCE

OFF-ROAD DIESEL VEHICLE REGULATION
is issued to

GAP EQUIPMENT
This certificate indicates that the fleet listed above has reported off-road diesel vehicles to the California Air Resources Board and has certified they are in compliance with title 13 CCR, section 2449. All applicable vehicles owned by the individual, company, or agency must be reported and labeled, as specified in Section 2449, with all possible completeness, else this certificate is null and void. Certificate expires 2/28/2025 Off-road Diesel Fleet Identification
868
Jack Kitowski
Chief, Mobile Source Control Division To vertfy the authenticity of this certificate, enter this number at California Air Resources Board
http://www.arb.ca.gov/doors/compliance_cert1.html

PALP INC DBA EXCEL PAVING COMPANY - PROJECT REFERENCES

NAME AGENCY CITY CT
Orangewood Ave PHONE EMAIL START END CONTRACT
200 S Anaheim Bivd Anaheim 92805 714-765-4430
5759 Beldwin Park Downtown Beautification 08/01/22 ACTIVE 18,997,979 144030E Pacific Avd 91706 626-980-4011
5884 Pedestrien Crossings 03/22/21 11/05/22 2,705,374
5919 22-23 Annual Pavement Rehab 90210 310-285-2513 03/22123 ACTIVE 3,088,285 20421 714-582-3698
5877 Malver 03/23/23 ACTIVE 1,574,970
90621 714-582-3889
Taxiway Dr, Taxiway G Deita Ramp 11/15/22 2,487,471
Burbank 91505 818-350-3063 ACTIVE
Annual Slurry Seal Carson 2,374,323
Carson 90745 07/11/22
375 Gardena Bivd Carson 09/16/22 1,129,211
5840 FY 19/20 Local St OverlayMS-181 Carson 90745 02/06/23 ACTIVE 2,668,528 Chino Chino 91710
5749.03 Capo Beach - Phase I 04/23/22 09/30/22 1,190,605 92704 05/28/21 08/05/21
5816.02 Richfieid Channel 629,319
5749.04 Richfield Channel 92701 05/23/22 725.074
92705 06/28/21
5816.04 Crown Valley Parkway Bridge 10/27/21 737,754
92701
75002 Avendale & Narrow Canyon Grind & Overlay 29/26/22 740,706 92703 07/12/21
5698.05 OC JOC - GE - Rossmoor Channel 871.040
92701 07/20/20 11/30120 900,000
5817.04 Antonlo Parkway
92701 09/28/22
5750.01 1,329,511
Anaheim North Grind & Overlay
92702 07/26/21 09/14/21 1,332,596
5817.01 Carbon Canyon Regional Park
5498.04 OC JOC-GE- Ocean View Channel 01/24/22 ACTIVE 1,332,763 92701 05/11/20 08/14/20
5749.06 Capo Beach - Phase Il 1,348,538
5576.02 (OC JOC - PM - Newport Bivd. 92707 08/07/21 ACTIVE 1,803,589 General Engineering (JOC) Fy 21-22 92701 04/13/20 06/12/20 1.961,764 92701
5750 JOC - Pavement Maintenance 06/30/22 ACTIVE 3.038,236 92701 09/01/20 09/01/21 4,980,000
5323 Capital Improvement Foster Bridge Bivd Downey
90241 12/06/21 ACTIVE 309,742
Walnut Ave Drainage & St Improvement 90245
5924 Ells Place Sewer & Street Improvements 04/01/20 217,400 Fullerton 92832 TBD 493,190
$850 West Valencia Dr Infrasture Improvement
Fullerton 92832 07/06/22 30WD 987,568
5800 Brookhurst Street Fullerton
92832 07/01/21 ACTIVE 1,337,689
5916 FY 21-22 Street Rehab
90716 arl 04/24/23
Edwards - Varsity Water Main Replecement 2000 Main St (92848 998,872 07/01/21 ACTIVE 1,577.750
5773 Street Enhancement Project FY 2020/2021
฿0255 01/28/21 05/21/21 834,824
5838 SB-1 Street Rehab
฿0255 TBD TBD 1,597,444
5922 ATP Cycle 4
90255 05/01/23 ACTIVE 4,238,663
5872 SB1 CDBG Street Reconstruction
5784 90255 08/22/22 ACTIVE 5,492,694
Arenth Ave Improvements 91744
9999 FY 22-23 Annuel St. Rehab & Slurry Seal 04/05/21 ACTIVE 4,787,441 Irvine 92606
$899 Neighborhoods KLM J FAEC Traffic Mamt 05/01/23 ACTIVE 13.859.925 5912 La Habra 90633 497,820
Slauson Blue Line Station Alhambra
.... 91803 1,764,264
5908 Vincent Community Bikeways LACPW
91803 05/01/23 ACTIVE 6,458,222
5882 Los Nietos SRTS LACPW
91803 02/06/23
E. Los Angeles Community Roadway 1,652,070
91803 05/02/23 ACTIVE 9.634,240
5757 Zone 1A, 10A and 11a St Slurry & Rehab
92651 10/19/20 12/03/20 811.487
5804 Top of the World Neighborhood
5884 Zone 3 Slurry and Street Rehab 07/08/21 09/24/21 1,588,420 92851 2018,725
5812 Gage Ave
Balboa Blvd Widening 90015 TBD TBD 1.082,368
5869 90015
ATP Cycle 3 Jeftereon Bivd TBD TBD 2,299,671
90015 10/30/22 ACTIVE 9.695,107
5774 Street Improvements Prolect
Lynwood 80262 02/01/21 04/23/21 688,841
Megnolla Ave Wtr Line Improv WS-356 Monrovia 91016
5777 Street Pavement Repalr Program TBD 1,574,235
92660 03/15/21 06/30/21 323,938
$842 Street Pavement Repair 8792-1 92860
5379 Katella 04/01/22 429,748
Orange Orange 92865 09/06/22
5915 854,420
Arteriel Street Improvements 2022-2013 90723
5754 Arterial St Resurfacino FY 2020 779,310
90723 09/08/20 08/04/21
5724 Transit Improvements Tumout Stations 90275 1,512,338 5815 04/01/20 11/01/20 947,140
Traffic Calming Speed Cusion Armour Ln 90277
09/27121 11/15/21 114,872
5890 2023 Pavement Preservation
92873 238,550
5733 Arterial Street Pavement Maint. FY 2020
92673 04/20/20 08/08/20
5730 FY 2020 SIP & FY 2020 Slutry Seal Program 92673 1,155,306 5779 Camino De Los Mares and Camino De Estrella 08/15/20 09/15/20 1,174 497 92673 04/19/21 08/10/21 3,378,975
5892 Annual Streets Program
91778 11/07/22
5906 West Willits Protected Bike Lanes From Fairview to Reitt ACTIVE 4,886,958 5743 92701
Bush Street Bicycle Bivd 1,798,800
92701 08/01/20 01/01/21
5901 SRTS Davis 1.927,280
02701
5330 EV Charging Station 04/02/23 ACTIVE 5,558,420
5337 Marine Parking Lot TO53 SP TBD 250,000
90401 124 11/14/22
5354 TO 0043 Airport Slurry & Infield Paving 351,737
5771 FY 19/20 Annual Paving & Airport Parking Lots 90405 TBD 30 CD 934,573 5888 22-23 Annual Paving 04/01/21 ACTIVE 5,102,000
5795 SNAP Parking Lot Task Order 0034 90401 101/01/23 ACTIVE 9,175,799 5736 Misc. Watermain Replacement 06/09/21 12/31/21 612,860 3031 Torrance Bivd Torrance 90503 08/01/20 04/01/21 1.335,533 5325 Red Hill & Bryan Ave Tustin 300 Centennial Way
92780 03/14/21 ACTIVE 418,400
5829 Walnut Green Streets Walnut 21201 La Puente Rd Walnut 91789 04/01/22 06/01/22 189,910
7999 Santa Monica Blvd 8300 Santa Monica Bivd 90069
5307 Grandview Waterline 1,498,750
1717 E Miraloma Ave Placenta 92870 TBD ACTIVE 587,535

CITY COUNCIL

JIM GAZELEY ADMINISTRATION

MARK WARONEK U

HENRY SANCHEZ JR ANDREW VIALPANDO

MICHAEL SAVIDAN CITY MANAGER

CINDY SEGAWA ALIFOR

CITY OF LOMITA

DEPARTMENT OF PUBLIC WORKS
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 1
DATE:

JULY 9, 2024
TO:

ALL PROSPECTIVE PARTICIPANTS
SUBJECT:

CLARIFICATIONS TO THE NOTICE TO BID
project indicated above. The bidder shall execute the certification at the end of this Please note the following changes and/ or additions to the plans and specifications for the addendum and shall attach the executed addendum to the documents submitted with the bid.

QUESTIONS
The following are responses to questions received from prospective bidders:

1. Please confirm if the City will accept bids for the referenced project from a contractor holding both an A and B License? → A and B licenses will be accepted in addition to License C.

Bid Opening due date remains unchanged.
copy of the acknowledgement in your proposal. If you have any questions or concerns, Please sign the attached acknowledgement of receipt of Addendum and enclose the original please call me at (310) 304-4968.

Sincerely,
aonde
Frederic Abujacude, PE
Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

ACKNOWLEDGEMENT OF ADDENDUM
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 1
acknowledgement in your proposal. Failure to do so may result in disqualification of your Complete and sign this acknowledgement form. Enclose the original copy of the firm's proposal.

The undersigned acknowledges receipt of Addendum No. 1 dated July 9, 2024.

ATTEST:

Principal: PALP, INC DBA EXCEL PAVING
2230 LEMON AVE
LONG BEACH, CA 90806
Address:

By:

Title:

Curtis P. Brown III President
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall :

CITY COUNCIL OF LO

JIM GAZELEY ADMINISTRATION

MARK WARONEK ANDREW VIALPANDO

HENRY SANCHEZ JR

MICHAEL SAVIDAN CITY MANAGER

CINDY SEGAWA

CITY OF LOMITA

DEPARTMENT OF PUBLIC WORKS
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 2
DATE: JULY 12, 2024
TO:

ALL PROSPECTIVE PARTICIPANTS
SUBJECT:

REVISIONS TO THE PLANS AND DUE DATE
project indicated above. The bidder shall execute the certification at the end of this Please note the following changes and/ or additions to the plans and specifications for the addendum and shall attach the executed addendum to the documents submitted with the bid.

REVISIONS
The revisions are minor and do not include any changes in scope or design. The drawing set has been revised to include notes from relevant utility agencies.

Nevertheless, the bid opening date has been pushed to August 8, 2024, at 1:00 P.M. copy of the acknowledgement in your proposal. If you have any questions or concerns, Please sign the attached acknowledgement of receipt of Addendum and enclose the original please call me at (310) 304-4968.

Sincerely,
aonde
Frederic Abujaude, PE
Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

ACKNOWLEDGEMENT OF ADDENDUM
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 2
acknowledgement in your proposal. Failure to do so may result in disqualification of your Complete and sign this acknowledgement form. Enclose the original copy of the firm's proposal.

The undersigned acknowledges receipt of Addendum No. 2 dated July 12, 2024.

ATTEST: Curtis P. Brown I!!
Principal:
-PALP, INC DBA EXCEL PAVING
2230 LEMON AVE
Address: LONG BEACH, CA 90806
By: faith
Title: President
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall OF LO

CITY COUNCIL ADMINISTRATION

JIM GAZELEY ANDREW VIALPANDO

MARK WARONEK CITY MANAGER

HENRY SANCHEZ JR

MICHAEL SAVIDAN CALIFORNI

CINDY SEGAWA

CITY OF LOMITA

DEPARTMENT OF PUBLIC WORKS
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 3
DATE: JULY 22, 2024
TO: ALL PROSPECTIVE PARTICIPANTS
SUBJECT: QUESTIONS FROM PROSPECTIVE BIDDERS
Please note the following changes and/ or additions to the plans and specifications for the project indicated above. The bidder shall execute the certification at the end of this addendum and shall attach the executed addendum to the documents submitted with the bid.

QUESTIONS
This addendum serves to answer questions from bidders as listed below:

1. Bid item 4 says removal of 4 Ramps, while the drawings have 6 ramps to be removed.

Can you confirm the 4 ramps are to be removed?
→ Confirmed only 4 ramps are being removed. The proposed ramps located at LA County Public Works Driveway and Walnut Street do not have existing curb ramps, see screenshot below. Removals here were captured under sidewalk, C&G removal, etc.

HITE OPE
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

2. Bid items 12 and 13. Are these bid items related to the slot patch? → Bid items correspond to notes circle 33 and square 3 on the plans. For example, the curb highlighted in red is how the quantity was determined in linear feet (screenshot below is of single location at April Ct and Walnut St). 4 44 •
2 34 4
45 33 3
6 40
2 Bid opening date is August 8, 2024 at 1:00 PM.
copy of the acknowledgement in your proposal. If you have any questions or concerns, Please sign the attached acknowledgement of receipt of Addendum and enclose the original please call me at 310) 304-4968.

Sincerely,
Fill ander
Frederic Aboujaoude, PE
Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

ACKNOWLEDGEMENT OF ADDENDUM
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 3
Complete and sign this acknowledgement form. Enclose the original copy of the acknowledgement in your proposal. Failure to do so may result in disqualification of your firm's proposal.

The undersigned acknowledges receipt of Addendum No. 3 dated July 22, 2024.

ATTEST:

Principal: _PALP, INC DBA EXCEL PAVING
2230 LEMON AVE
LONG BEACH, CA 90806
Address:

By: with - я
Curtls P. Brown Ill President
Title:

CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall LO

CITY COUNCIL ADMINISTRATION

JIM GAZELEY ANDREW VIALPANDO

MARK WARONEK CITY MANAGER

HENRY SANCHEZ JR

MICHAEL SAVIDAN ALIFORNI

CINDY SEGAWA

CITY OF LOMITA

DEPARTMENT OF PUBLIC WORKS
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 4
DATE: JULY 23, 2024
TO: ALL PROSPECTIVE PARTICIPANTS
SUBJECT: QUESTIONS FROM PROSPECTIVE BIDDERS
Please note the following changes and/ or additions to the plans and specifications for the project indicated above. The bidder shall execute the certification at the end of this addendum and shall attach the executed addendum to the documents submitted with the bid.

QUESTIONS
This addendum serves to answer questions from bidders as listed below:

1. Specification Section 7, bid item No.3 Traffic Control, states to provide one twelve-foot (12') lane in each direction. However, due to the full reconstruction of this project and the existing width of the streets, keeping twelve-foot lanes in each direction is not feasible.

Please confirm this requirement can be waived and temporary closures is allowed. → This requirement will be needed only on Walnut Street and not the local residential streets. Local streets will not have this constraint but a flagger will be needed in either case.

Bid opening date is August 8, 2024 at 1:00 PM.

Please sign the attached acknowledgement of receipt of Addendum and enclose the original copy of the acknowledgement in your proposal. If you have any questions or concerns, please call me at (310) 304-4968.

Sincerely,
Frederic Aboujaoude, PE
Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

ACKNOWLEDGEMENT OF ADDENDUM
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 4
Complete and sign this acknowledgement form. Enclose the original copy of the acknowledgement in your proposal. Failure to do so may result in disqualification of your firm's proposal.

The undersigned acknowledges receipt of Addendum No. 4 dated July 23, 2024.

ATTEST:

Principal: PALP, INC DBA EXCEL PAVING
2230 LEMON AVE
LONG BEACH, CA 90806
Address:

By:

Curtis P. Brown Ill President
Title:

CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

CITY COUNCIL ADMINISTRATION

JIM GAZELEY ANDREW VIALPANDO
-******

MARK WARONEK CITY MANAGER

HENRY SANCHEZ JR

MICHAEL SAVIDAN CALIFORATE

CINDY SEGAWA

CITY OF LOMITA

DEPARTMENT OF PUBLIC WORKS
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 5
DATE: AUGUST 6, 2024
TO: ALL PROSPECTIVE PARTICIPANTS
SUBJECT: ADDITIONAL INFORMATION PROVIDED
Please note the following changes and/ or additions to the plans and specifications for the project indicated above. The bidder shall execute the certification at the end of this addendum and shall attach the executed addendum to the documents submitted with the bid.

GENERAL
This addendum serves to provide the geotechnical investigation reports for the streets included in Phase I of the Zone G Reconstruction project.

Bid opening date is pushed to August 19 at 1:00 pm.

Sincerely,
F. Jaender
Frederic Aboujaoude, PE
Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

ACKNOWLEDGEMENT OF ADDENDUM
Street Reconstruction ZONE G - PHASE 1
ADDENDUM No. 5
Complete and sign this acknowledgement form. Enclose the original copy of the acknowledgement in your proposal. Failure to do so may result in disqualification of your firm's proposal.

The undersigned acknowledges receipt of Addendum No. 5 dated August 6, 2024.

ATTEST:

Principal:

PALP, INC DBA EXCEL PAVING
Address: 2230 LEMON AVE
LONG BEACH, CA 90806-
By:

Cuts P. Brown HI President
Title:

CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomita.com/cityhall

CITY COUNCIL ADMINISTRATION

BILL UPHOFF CITY MANAGER
MARK A. WARONEK ANDREW VIALPANDO

JAMES GAZELEY

CINDY SEGAWA CALORAN

BARRY WAITE

CITY OF LOMITA
August 6, 2024
Public Notice
Re: Street Reconstruction - Zone G, Phase I; Notice of Extending Bid Due Date To whom it may concern,
The purpose of this letter is to provide notice that the City of Lomita is extending the bid opening date for the Street Reconstruction - Zone G, Phase I project from August 8, 2024, to August 19, 2024 at 1:00 pm.

All other terms of the Notice to Bid documents remain the same.

If you have any questions, please contact the undersigned at 310-304 4968.

Regards,
Frederic Aboujaoude, P.E.

Principal Engineer
CITY HALL OFFICES • 24300 NARBONNE AVENUE, LOMITA • CALIFORNIA 90717 (310) 325-7110 • FAX (310) 325-4024 • www.lomitacity.com

Lomita City CouncilSeptember 3, 2024

Lomita City Council
September 3, 2024