Agenda packet — Bellflower City Council, August 8, 2022 (part 4 of 5)

January 2022

CA Fresno
Non-SMSA Counties:

CA Kings; CA Madera; CA Tulare

23.6 180
Los Angeles, CA:

SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA 11.9
CA Orange
4480 Los Angeles-Long Beach, CA 28.3
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA

21.5 19.0
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA 19.7
CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo

24.6 181
San Diego, CA:

SMSA Counties

16.9 7320 San Diego, CA
CA San Diego

18.2 Non-SMSA Counties
CA Imperial

For the last full week of July during which work is performed under the contract, the prime contractor and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR-1391 (Appendix C to 23 CFR 230). Submit the forms by August 15.

13. TITLE VI ASSURANCES
The U.S. Department of Transportation Order No.1050.2A requires all federal-aid Department of Transportation contracts between an agency and a contractor to contain Appendix A and E. Appendix B only requires inclusion if the contract impacts deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein. Appendices C and D only require inclusion if the contract impacts deeds, licenses, leases, permits, or similar instruments entered into by the recipient.

APPENDIX A

During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
a. Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the REGULATIONS), which are herein incorporated by reference and made a part of this agreement. b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment.

CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations.
c. Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub- agreement, including procurements of materials or leases of equipment, -154-

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

each potential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the recipient or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the recipient or FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information.
e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the nondiscrimination provisions of this agreement, the recipient shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
• withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
• cancellation, termination or suspension of the Agreement, in whole or in part. f. Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6) in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.

CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the recipient or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub- applicant or supplier as a result of such direction, CONTRACTOR may request the recipient enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.

APPENDIX B

CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY

The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein from the United States pursuant to the provisions of Assurance 4:

NOW THEREFORE, the U.S. Department of Transportation as authorized by law and upon the condition that the recipient will accept title to the lands and maintain the project constructed thereon in accordance with Title 23 U.S.C., the regulations for the administration of the preceding statute, and the policies and procedures prescribed by the FHWA of the U.S. Department of Transportation in accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby remise, release, quitclaim and convey unto the recipient all the right, title and interest of the U.S. Department of Transportation in and to said lands described in Exhibit A attached hereto and made a part hereof.

(HABENDUM CLAUSE)

TO HAVE AND TO HOLD said lands and interests therein unto the recipient and its successors forever, subject, however, to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits and will be binding on the recipient, its successors and assigns. The recipient, in consideration of the conveyance of said lands and interest in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that (1) no person -155-

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

will on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the recipient will use the lands and interests in lands and interest in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation, Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of any of the above-mentioned non-discrimination conditions, the Department will have a right to enter or re-enter said lands and facilities on said lands, and that above described land and facilities will thereon revert to and vest in and become the absolute property of the U.S. Department of Transportation and its assigns as such interest existed prior to this instruction].*

(*Reverter clause and related language to be used only when it is determined that such a clause is necessary in order to make clear the purpose of Title VI.)

APPENDIX C

CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER THE ACTIVITY,

FACILITY, OR PROGRAM

The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by the recipient pursuant to the provisions of Assurance 7(a):

A. The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree [in the case of deeds and leases add “as a covenant running with the land”] that:

1. In the event facilities are constructed, maintained, or otherwise operated on the property described in this (deed, license, lease, permit, etc.) for a purpose for which a U.S. Department of Transportation activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such facilities and services in compliance with all requirements imposed by the Acts and Regulations (as may be amended) such that no person on the grounds of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities.

B. With respect to licenses, leases, permits, etc., in the event of breach of any of the above Non- discrimination covenants, the recipient will have the right to terminate the (lease, license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same as if the (lease, license, permit, etc.) had never been made or issued.*

C. With respect to a deed, in the event of breach of any of the above Non-discrimination covenants, the recipient will have the right to enter or re-enter the lands and facilities thereon, and the above described lands and facilities will there upon revert to and vest in and become the absolute property of the recipient and its assigns.*

(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)
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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

APPENDIX D

CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED UNDER THE ACTIVITY,

FACILITY OR PROGRAM

The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered into by the recipient pursuant to the provisions of Assurance 7(b):

A. The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest ,and assigns, as a part of the consideration hereof, does hereby covenant and agree (in the case of deeds and leases add, “as a covenant running with the land”) that (1) no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities, (2) that in the construction of any improvements on, over, or under such land, and the furnishings of services thereon, no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits or, or otherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.) will use the premises in compliance with all other requirements imposed by or pursuant to the Acts and Regulations, as amended, set forth in this Assurance.

B. With respect to (licenses, leases, permits, etc.) in the event of breach of any of the above of the above Non-discrimination covenants, the recipient will have the right to terminate the (license, permits, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, and hold the same as if said (license, permit, etc., as appropriate) had never been made or issued.*

C. With respect to deeds, in the event of breach of any of the above Non-discrimination covenants, the recipient will there upon revert to and vest in and become the absolute property of the recipient and its assigns.

(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)

APPENDIX E

During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor”) agrees to comply with the following non-discrimination statutes and authorities, including, but not limited to:

Pertinent Non-Discrimination Authorities:

• Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);
• Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), prohibits discrimination on the basis of sex; • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CR Part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), prohibits discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); -157-

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

14. USE OF UNITED STATES-FLAG VESSELS (CARGO PREFERENCE ACT) The CONTRACTOR agrees-

1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carries, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels.

2. To Furnish within 20 days following the date of loading for shipments originating within the United State or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated “on-board” commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590.

3. To insert the substance of the provisions of this clause in all subcontracts issued pursuant to this contract.

Federal Trainee Program Special Provisions (to be used when applicable)

15. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is .

This section applies if a number of trainees or apprentices is specified in the special provisions.

As part of the prime contractor’s equal opportunity affirmative action program, provide on-the-job training to develop full journeymen in the types of trades or job classifications involved.

The prime contractor has primary responsibility for meeting this training requirement.

If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in each subcontract.

Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.

Distribute the number of apprentices or trainees among the work classifications on the basis of the prime contractor’s needs and the availability of journeymen in the various classifications within a reasonable recruitment area.

Before starting work, the prime contractor shall submit to the City/County of :
• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination of the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation regulations 49 C.F.R. parts 37 and 38; • The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). -158-

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

1. Number of apprentices or trainees to be trained for each classification

2. Training program to be used

3. Training starting date for each classification
The prime contractor shall obtain the City/County of approval for this submitted information before the prime contractor starts work. The City/County of credits the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently enrolled or becomes enrolled in an approved program.

The primary objective of this section is to train and upgrade minorities and women toward journeyman status. The prime contractor shall make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area and show that they have made the efforts. In making these efforts, the prime contractor shall not discriminate against any applicant for training.

The prime contractor shall not employ as an apprentice or trainee an employee:

1. In any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman

2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
The prime contractor shall ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must show the employee's answers to the questions.

In the training program, the prime contractor shall establish the minimum length and training type for each classification. The City/County of and FHWA approves a program if one of the following is met:

1. It is calculated to:
 Meet the your equal employment opportunity responsibilities  Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period

2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal-aid highway construction contracts
The prime contractor shall obtain the State's approval for their training program before they start work involving the classification covered by the program.

The prime contractor shall provide training in the construction crafts, not in clerk-typist or secretarial-type positions. Training is allowed in lower level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off-site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training.

The City/County of reimburses the prime contractor 80 cents per hour of training given an employee on thiscontract under an approved training program:

1. For on-site training

2. For off-site training if the apprentice or trainee is currently employed on a Federal-aid project and prime contractor does at least one of the following:
a. Contribute to the cost of the training
b. Provide the instruction to the apprentice or trainee c. Pay the apprentice's or trainee's wages during the off-site training period

3. If the prime contractor complies with this section.

Each apprentice or trainee must:
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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill

2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program The prime contractor shall furnish the apprentice or trainee with a copy of the program that the prime contractor will comply with in providing the training.

4. PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE

EQUIPMENT AND SERVICES
In response to significant national security concerns, the agency shall check the prohibited vendor list before making any telecommunications and video surveillance purchase because recipients and subrecipients of federal funds are prohibited from obligating or expending loan or grant funds to:
• Procure or obtain;
• Extend or renew a contract to procure or obtain; or
• Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.

The prohibited vendors (and their subsidiaries or affiliates) are:
• Huawei Technologies Company;
• ZTE Corporation;
• Hytera Communications Corporation;
• Hangzhou Hikvision Digital Technology Company;
• Dahua Technology Company; and
• Subsidiaries or affiliates of the above-mentioned companies.

In implementing the prohibition, the agency administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users and customers is sustained.

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT

1. Local Agency: 2. Contract DBE Goal:

3. Project Description:

4. Project Location:

5. Bidder's Name: 6. Prime Certified DBE:  7. Bid Amount:

8. Total Dollar Amount for ALL Subcontractors: 9. Total Number of ALL Subcontractors:

10. Bid
Item
Number

11. Description of Work, Service, or Materials
Supplied

12. DBE
Certification
Number

13. DBE Contact Information
(Must be certified on the date bids are opened)

14. DBE
Dollar
Amount

Local Agency to Complete this Section upon Execution of Award

15. TOTAL CLAIMED DBE PARTICIPATION
$

21. Local Agency Contract Number:

22. Federal-Aid Project Number:

23. Bid Opening Date:

24. Contract Award Date:

IMPORTANT: Identify all DBE firms being claimed for credit, regardless of tier. Names of the First Tier DBE Subcontractors and their respective item(s) of work listed above must be consistent, where applicable with the names and items of the work in the "Subcontractor List" submitted with your bid. Written confirmation of each listed DBE is required.

Local Agency certifies that all DBE certifications are valid and information on this form is complete and accurate.

26. Local Agency Representative's Signature 27. Date

16. Preparer's Signature 17. Date

28. Local Agency Representative's Name 29. Phone

18. Preparer's Name

19. Phone

30. Local Agency Representative's Title 20. Preparer's Title DISTRIBUTION: 1. Original – Local Agency

2. Copy – Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days of contract execution may result in de-obligation of federal funds on contract. 3. Include additional copy with award package.

ADA Notice: For individuals with
sensory disabilities, this document is available in alternate formats. For information call (916) 654-6410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.

INSTRUCTIONS – CONSTRUCTION CONTRACT DBE COMMITMENT

CONTRACTOR SECTION

25. Award Amount:
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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

1. Local Agency - Enter the name of the local agency that is administering the contract.

2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project advertisement.

3. Project Location - Enter the project location(s) as it appears on the project advertisement.

4. Project Description - Enter the project description as it appears on the project advertisement (Bridge Rehab, Seismic Rehab, Overlay, Widening, etc).

5. Bidder’s Name - Enter the contractor’s firm name.

6. Prime Certified DBE - Check box if prime contractor is a certified DBE.

7. Bid Amount - Enter the total contract bid dollar amount for the prime contractor.

8. Total Dollar Amount for ALL Subcontractors – Enter the total dollar amount for all subcontracted contractors. SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.

9. Total number of ALL subcontractors – Enter the total number of all subcontracted contractors. SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.

10. Bid Item Number - Enter bid item number for work, services, or materials supplied to be provided.

11. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials to be provided. Indicate all work to be performed by DBEs including work performed by the prime contractor’s own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.

12. DBE Certification Number - Enter the DBE’s Certification Identification Number. All DBEs must be certified on the date bids are opened.

13. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted contractors. Also, enter the prime contractor’s name and phone number, if the prime is a DBE.

14. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service to be provided.

Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count full/partial participation.

15. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the “DBE Dollar Amount” column. %: Enter the total DBE participation claimed (“Total Claimed DBE Participation Dollars” divided by item “Bid Amount”). If the total % claimed is less than item “Contract DBE Goal,” an adequately documented Good Faith Effort (GFE) is required (see Exhibit 15-H DBE Information - Good Faith Efforts of the LAPM).

16. Preparer’s Signature - The person completing the DBE commitment form on behalf of the contractor’s firm must sign their name.

17. Date - Enter the date the DBE commitment form is signed by the contractor’s preparer.

18. Preparer’s Name - Enter the name of the person preparing and signing the contractor’s DBE commitment form.

19. Phone - Enter the area code and phone number of the person signing the contractor’s DBE commitment form.

20. Preparer’s Title - Enter the position/title of the person signing the contractor’s DBE commitment form.

LOCAL AGENCY SECTION

21. Local Agency Contract Number - Enter the Local Agency contract number or identifier.

22. Federal-Aid Project Number - Enter the Federal-Aid Project Number(s).

23. Bid Opening Date - Enter the date contract bids were opened.

24. Contract Award Date - Enter the date the contract was executed.

25. Award Amount – Enter the contract award amount as stated in the executed contract.

26. Local Agency Representative’s Signature - The person completing this section of the form for the Local Agency must sign their name to certify that the information in this and the Contractor Section of this form is complete and accurate.

27. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.

28. Local Agency Representative’s Name - Enter the name of the Local Agency Representative certifying the contractor’s DBE commitment form.

29. Phone - Enter the area code and phone number of the person signing the contractor’s DBE commitment form.

30. Local Agency Representative Title - Enter the position/title of the Local Agency Representative certifying the contractor’s DBE commitment form.

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS

Cost Proposal Due Date ___________________ PE/CE
Federal-aid Project No(s). _____________________ Bid Opening Date ___________________ CON

The (Agency Name) established a Disadvantaged Business Enterprise (DBE) goal of _____% for this contract. The information provided herein shows the required good faith efforts to meet or exceed the DBE contract goal.

Proposers or bidders submit the following information to document their good faith efforts within five (5) calendar days from cost proposal due date or bid opening. Proposers and bidders are recommended to submit the following information even if the Exhibit 10-O1: Consultant Proposal DBE Commitments or Exhibit 15-G:

Construction Contract DBE Commitment indicate that the proposer or bidder has met the DBE goal. This form protects the proposer’s or bidder’s eligibility for award of the contract if the administering agency determines that the bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid opening, or the bidder made a mathematical error.

The following items are listed in the Section entitled “Submission of DBE Commitment” of the Special Provisions, please attach additional sheets as needed:

A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs of publication):

Publications Dates of Advertisement

B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.):

Names of DBEs Solicited Date of Initial Solicitation Follow Up Methods and Dates

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

C. The items of work made available to DBE firms including those unbundled contract work items into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation in order to meet or exceed the DBE contract goal.

0.00%

D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE:

Names, addresses and phone numbers of rejected DBEs and the reasons for the bidder's rejection of the DBEs:

Names, addresses and phone numbers of firms selected for the work above:

E. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining information related to the plans, specifications and requirements for the work which was provided to DBEs:

Items of
Work

Proposer or Bidder
Normally Performs Item
(Y/N)

Breakdown of
Items

Amount
($)

Percentage
Of
Contract

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Local Assistance Procedures Manual Exhibit 12-G Required Federal-Aid Contract Language

F. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining bonding, lines of credit or insurance, necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the DBE subcontractor purchases or leases from the prime contractor or its affiliate:

G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using DBE firms (please attach copies of requests to agencies and any responses received, i.e., lists, Internet page download, etc.):

Name of Agency/Organization Method/Date of Contact Results

H. Any additional data to support a demonstration of good faith efforts:

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Federal Wage Rates

The Contractor is required to comply with the higher of the two wage rates, Federal Wage Rates or the State Wage Rates.

Federal Wage Rates
https://sam.gov/wage-determination/CA20220022/6
Latest rates to be included in the final contract

State Wage Rates
https://www.dir.ca.gov/OPRL/2022-1/PWD/index.htm
-166-

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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270ONWARDENGINEERING.COMDIGAC EL
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BROFUOYEor 8111-800-227-2600C:\Users\RileyMoore\Box\Projects Design\Bellflower-Bellflower Blvd Complete Streets\Design\CAD\Plans\01-TITLE SHEET.dwg06/23/22-1:54pm PRELIMINARY 100% PLANS (NOT FOR CONSTRUCTION)CITY OF BELLFLOWERREHABILITATION PROJECTBELLFLOWER BOULEVARD FROM ARTESIA BOULEVARD TO SOUTH CITY LIMITSPECIFICATION NO. XX/XX-XX-167-

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BROFUOYEor 8111-800-227-2600C:\Users\RileyMoore\Box\Projects Design\Bellflower-Bellflower Blvd Complete Streets\Design\CAD\Plans\02-CROSS SECTION-001.dwg06/23/22-1:54pm PRELIMINARY 100% PLANS (NOT FOR CONSTRUCTION)EXISTINGPAVEMENTEXISTINGAGGREGATEBASE2" GRIND/ COLD MILL AND CONSTRUCT2" ARHM CLASS GG-C OVERLAY7" AC SURFACE COURSE8.5" CLASS II ASPHALT BASEEXCAVATE UPPER 12" THICKSUBGRADE AND COMPACT TO 95%-168-

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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270ONWARDENGINEERING.COMDIGAC EL
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BROFUOYEor 8111-800-227-2600C:\Users\RileyMoore\Box\Projects Design\Bellflower-Bellflower Blvd Complete Streets\Design\CAD\Plans\03-RAMP DETAIL-001.dwg06/23/22-1:55pm PRELIMINARY 100% PLANS (NOT FOR CONSTRUCTION)SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'SCALE: 1"=10'-169-

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NIA No. 78314ONWARD ENGINEERING300 S. HARBOR BLVD., SUITE 814ANAHEIM, CA 92805P: (714) 533-3050F: (714) 808-1270ONWARDENGINEERING.COMDIGAC EL
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BROFUOYEor 8111-800-227-2600C:\Users\RileyMoore\Box\Projects Design\Bellflower-Bellflower Blvd Complete Streets\Design\CAD\Plans\04-RAMP DETAIL-002.dwg06/23/22-1:55pm PRELIMINARY 100% PLANS (NOT FOR CONSTRUCTION)SCALE: 1"=10'SCALE: 1"=10'-170-

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ARTESIA STREET
RAMONA STREETBELLFLOWER BOULEVARD2'-0"2'-0"R3'-0"R3'-0"H-01H-01PARAMONA STREET CEDAR STREETBELLFLOWER BOULEVARD2'-0"R3'-0"H-01H-01PA2'-0"LANDSCAPE SITE PLANL110DIGAC EL
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CEDAR STREET
ROSE STREETBELLFLOWER BOULEVARD2'-0"2'-0"R3'-0"R3'-0"H-01H-01PAHARDSCAPECODEDESCRIPTIONDETAILSUPPLIERCOLOR/FINISHNOTESH-014" THICK STAMPED CONCRETEA/L2N/ATO MATCH EXISTINGARTESIA BOULEVARDSTAMPED CONCRETE PATTERNTO MATCH EXISTING ON ARTESIABOULEVARDHARDSCAPE LEGENDCONSTRUCTION NOTES:1.THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING) OF CONSTRUCTION FEATURESNOT LOCATED BY THE CIVIL ENGINEERING AND ARCHITECTURAL DRAWINGS; AND FOR THECONSTRUCTION REFERENCE OF SITE FEATURES.2.CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ALLDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT ISOBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVEBEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THEATTENTION OF THE ENGINEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALLNECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.4.CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGEDDURING CONSTRUCTION - INCLUDING BUT NOT LIMITED TO HARDSCAPE, PLANTING, AND IRRIGATION.5.COMPLIANCE WITH ADA ACCESSIBILITY STANDARDS FOR MATERIALS, FINISHES, AND GRADIENTS ISTHE RESPONSIBILITY OF THE CONTRACTOR WHERE SUCH STANDARDS APPLY.6.ALL NEW AND EXISTING UTILITY APPURTENANCES SUCH AS MANHOLE COVERS, VALVE BOXES, ETC.SHALL BE ADJUSTED TO FINISHED SURFACE.7.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF PLANS. PLAN MEASUREMENTS ARE TOFACE OF CURB OR CENTERLINE OF WALL, COLUMN, OR FENCE, ETC. UNLESS OTHERWISE NOTED ONPLANS.8.CONCRETE PAVING JOINTS INCLUDE THREE JOINT TYPES - CONTRACTION, DOWELED CONSTRUCTION,AND ISOLATION-SEE CONSTRUCTION DETAILS. PROVIDE DOWELED CONSTRUCTION JOINTS BETWEENDIFFERENT PAVING COLOR TYPES, CHANGES IN DIRECTION, 50-FEET ON CENTER FOR WALKWAYS, ENDOF POUR OPERATIONS, OR WHERE SPECIFICALLY INDICATED ON PLANS.9.REFER TO CIVIL ENGINEER'S PLANS FOR ALL GRADING AND DRAINAGE INFORMATION AND THELOCATION OF PROPERTY LINES, EASEMENTS, CURB LINES, AND ALL UTILITY INFORMATION.LANDSCAPE SITE PLAN11DIGAC EL
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OCORTEZ#6373Renewal DateDate02/28/236/23/22A.30323 NORTH RESH STREETANAHEIM, CA 92805PH: (657) 217-61690feet401" = 20'206080MATCHLINE - SEE SHEET L1 L24213NOTES:1.SOIL PRE-SATURATION PER GEOTECHNICAL REPORT.2.EXPANSION JOINTS SHALL BE PLACED AT 15' O.C. ANDTOOLED JOINTS AT 7 1/2' O.C.3.COLOR AND FINISH PER CONSTRUCTION LEGEND6"KEY1.FINISH GRADE. 3" @ G.C. AND 1" @ TURF AREAS, TYP.2.APPLY 1/4" RADIUS NOSE ALL EXPOSED EDGES CONT. TYP.3.CONCRETE (520-C-2500 PER SSPWC)4.EXPANSION JOINT, 1/2" THICK ASPHALT IMPREGNATEDFIBERBOARD WITH BACKER ROD AND JOINT SEALANT5.6" CRUSHED MISC. BASE. 95% RELATIVE COMPACTION6.COMPACTED SUBGRADE 95% COMPACTION OR PERGEOTECHNICAL REPORT51" 1'-0"-6" THICK CONCRETE6A-177-

ARTESIA STREET
RAMONA STREETBELLFLOWER BOULEVARDF34"34"MBFMVFSAFCPBPBPB121"2"2"21.011"40 SFLOWTREES5.6521"1,272 SFLOWSHRUBSRAMONA STREET CEDAR STREETBELLFLOWER BOULEVARDF34"34"34"34"34APBPB5.0031"40 SFLOWTREES2"2"4.9841"1,120 SFLOWSHRUBS34"FDIGAC EL
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ROSE STREETBELLFLOWER BOULEVARDF34"34"56AFPB2"5.0051"40 SFLOWTREES5.8361"1,310 SFLOWSHRUBSSYMBOLMANUFACTURER/MODEL/DESCRIPTIONPSIDETAILRAIN BIRD 1806-PRS-1400 FLOOD 1401FLOOD BUBBLER 6.0" POPUP WITH PRESSUREREGULATING DEVICE.30A/L5SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILDRIPLINE FLUSH VALVEB/L5RAIN BIRD ARV0501/2" AIR RELIEF VALVEC/L5AREA TO RECEIVE DRIPLINERAIN BIRD XFS-CV-06-18XFS-CV SUB-SURFACE LANDSCAPE DRIPLINE WITHICHECK VALVE. 0.6 GPH EMITTERS AT 18" O.C. DRIPLINELATERALS SPACED AT 18" APART, WITH EMITTERSOFFSET FOR TRIANGULAR PATTERNE/L5SYMBOLMANUFACTURER/MODEL/DESCRIPTIONDETAILRAIN BIRD EFB-CP-PRS-DBRASS REMOTE CONTROL VALVED/L5RAIN BIRD 33-DLRC3/4" BRASS QUICK-COUPLING VALVE W/ LOCKING COVER,A/L6BUCKNER-SUPERIOR AVBRASS ANGLE SHUT OFF VALVESB/L6RAIN BIRD EFB-CP 1"1" BRASS MASTER VALVEC/L6WATTS LF909 1"REDUCED PRESSURE BACKFLOW PREVENTER WITHSTRONGBOX STAINLESS STEEL CAGE OR EQUALD/L612 STATION CONTROLLERMODEL: ICA6-RB3-12/SP/IQ-GPRS-1/RSE/IFS-100CRAINBIRD IQ SYSTEM COMPATIBLE IN STAINLESS STEELTOP ENTRY ENCLOSURE. AVAILABLE THROUGH GREENPRODUCT SALES. CONTACT DARY GREEN FORORDERING AT (949) 584-7311G/L6RAIN BIRD FS-100-B1" FLOW SENSORC/L6RAIN BIRD PRF-100-RBY1" FILTER AND 40 PSI REGULATED PRESSUREE/L5WIRE PULL BOXH/L6WATER METER PER CIVIL ENGINEERIRRIGATION LATERAL LINE: PVC SCHEDULE 40E/L6IRRIGATION MAINLINE: PVC SCHEDULE 40E/L6SERVICE LINE PER CIVIL ENGINEERPIPE SLEEVE: PVC SCHEDULE 402X PIPE DIAMETERF/L61408FAMVBFCFSFPBMIRRIGATION LEGEND#"#Valve NumberSquare FootageIrrigation Valve Callout#Valve Size#Valve Flow in Gallons per Minute##Planting TypeHydrozoneDIGAC EL
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OCORTEZ#6373Renewal DateDate02/28/236/23/22A.30323 NORTH RESH STREETANAHEIM, CA 92805PH: (657) 217-6169IRRIGATION DETAILS1412" MIN123456771 2"89POP-UP HEAD1FINISH GRADE2SCH 80 PVC NIPPLE-LENGTH AS NECESSARY3SCH 40 PVC TXT 90 DEGREE ELL4ANTI-DRAIN VALVE ON ALL DOWN SLOPE HEADSIF NOT INSTALLED IN HEADS5NON-PRESSURE LATERAL LINE AND FITTING6MARLEX 90 DEGREE STREET ELL7SCH 80 PVC NIPPLE (6" LONG)81/2' ABOVE FINISH GRADE9NOTES:1.LOCATE HEAD 2" FROM WALKS, CURBS, HARDSCAPE,HEADERS AND EDGE OF LAWN2.LOCATE STREAM SPRAYS 6" FROM ALL STRUCTURES, ANDSPRAY HEADS 12" FROM ALL STRUCTURES IN SHRUB AREAS,BUT 6" FROM ALL STRUCTURES IN GROUNDCVOER AREAS3.USE TEFLON TAPE ON ALL MALE THREADS4.INSTALL HEADS WITH INTERNAL CHECK VALVES AND/ORPRESSURE COMPESATION FEATURES AS PER THEIRRIGATION PLAN5.REFER TO LEGEND FOR NOZZLE MANUFACTURERE ANDTYPEKEY:1/2" = 1'-0"-POP-UP SPRAY HEADA1 1/2" = 1'-0"-DRIP FLUSH VALVE2"1234567810" DIAMETER COMPOSITE VALVE BOX AND LOCKING COVER1COILD 30" OF DRIP TUBING IN BOX2DRIP TUBING TO 3/4" FPT ADAPTER33/4" PVC BALL VALVE WITH SHORT NIPPLE4DRIPLINE54" THICK LAYER OF WASHED GRAVEL6FINISH GRADE7COMPACTED SUBGRADE8BKEY:1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND2.WIRE W/WATER PROOF SPLICE CONNECTION (36-INCHEXPANSION COIL, EACH WIRE)3.3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL4.FOUR (4) 4"X8" BRICKS PER VALVE BOX5.RECTANGULAR COMPOSITE VALVE BOX WITH LOCKINGCOVER6.FINISH GRADE7.MAINLINE8.PVC 90 DEGREE ELL9.LATERAL LINE10.LANDSCAPE FABRIC11.3/4" GRID WIRE MESH12.SET FLUSH WITH FINISH SURFACE121259431011781 1/2" = 1'-0"-REMOTE CONTROL VALVE6DL5KEY1.FINISH GRADE2.10" ROUND COMPOSITE VALVE BOX ANDLOCKING COVER3.AIR RELIEF VALVE PER IRRIGATION SCHEDULE4.3/4" MPT x 1/2" FPT BUSHING5.DRIPLINE TUBING6.ADAPTER TEE7.3/4" GRAVEL SUMP8.BRICK SUPPORTS (3)123456781 1/2" = 1'-0"-DRIPLINE AIR RELIEF VALVECNOTES:1.LENGTH OF LONGEST DRIPLINE LATERALSHOULD NOT EXCEED THE MAXIMUM LENGTHSHOWN IN THE ACCOMPANYING TABLE.2.AIR RELIEF VALVE TO BE INSTALLED AT HIGHPOINT OF AREA.2FPAR11345891072"-4"16612134-6"

DRIP MANIFOLD

BURIAL DEPTH
1212211214PIPE DEPTH SECTION7FP15203040502733183603954171551692302552853143534134655282502943504024204245085866527203223684144744880.6 GPH0.9 GPH12" Spacing18" Spacing24" SpacingDripline Maximum Lateral Lengths (Feet)PSI604602905964557805120.6 GPH0.9 GPH0.6 GPH0.9 GPHAR24101311812536152FPAR1345212"-4"1171211896101617182"-4"KEY1.PVC EXHAUST HEADER2.PVC SCH 40 TEE OR EL (TYPICAL)3.FLUSH VALVE PER IRRIGATION SCHEDULE4.BARB X MALE FITTING5.PERIMETER OF AREA6.BARB X BARB INSERT TEE OR CROSS7.PERIMETER DRIPLINE PIPE TO BE INSTALLED2"-4" FROM PERIMETER OF AREA8.SUB-SURFACE DRIPLINE9.12" POLYETHYLENE BLANK TUBING10.AIR RELIEF VALVE PER IRRIGATION SCHEDULE11.PVC SUPPLY MANIFOLD12.PVC SUPPLY PIPE FROM CONTROL ZONE KIT13.TOTAL LENGTH OF SELECTED DRIPLINE SHOULDNOT EXCEED LENGTH SHOWN IN TABLE14.PVC SCH 40 RISER PIPE15.PVC FLUSH HEADER16.CONNECTION FROM SUPPLY MANIFOLD TODRIPLINE17.BARB X FEMALE FITTING18.34" PVC NIPPLE, LENGTH AS NECESSARYCONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE1 1/2" = 1'-0"-DRIPLINE LAYOUTE-180-

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OCORTEZ#6373Renewal DateDate02/28/236/23/22A.30323 NORTH RESH STREETANAHEIM, CA 92805PH: (657) 217-6169IRRIGATION DETAILS1571234568KEY1.10" ROUND GREEN VALVE BOX W/LOCKING LID2.FINISHED GRADE3.QUICK COUPLER PER IRRIGATION LEGEND4.MAIN LINE5.PVC STREET ELL (2 TOTAL)6.THREADED NIPPLE7.PVC SCH. 80 NIPPLE8.LANDSCAPE FABRIC9.3/4" GRID WIRE MESH10.FOUR (4) 4"x8" BRICKS11.THREE INCH (3") THICK LAYER OF PEA GRAVEL910111 1/2" = 1'-0"-QUICK COUPLERA6" min 12" max.123456789101112KEY1.THREADED BALL VALVE PER IRRIGATION LEGEND2.SCH 80 PVC MALE ADAPTER3.FINISHED GRADE PER CIVIL ENGINEER4.SCH 40 PVC 45 DEGREE ELBOW5.FOUR (4) 4"x8" BRICKS6.RECTANGULAR VALVE BOX WITH LOCKING LID7.FINISH SURFACE PER CIVIL ENGINEER8.SCH 80 PVC UNION SxS9.SCH 80 PVC NIPPLE TxS10.MAIN LINE11.THREE INCH (3") THICK LAYER OF PEA GRAVEL OR APPROVEDEQUAL.12.LANDSCAPE FABRIC1 1/2" = 1'-0"-BALL VALVEB5XDIAMETEROF PIPE10X DIAMETEROF PIPEFLOWKEY:1.NORMALLY OPEN MASTER VALVE PERIRRIGATION LEGEND2.WIRE TO SATELLITE CONTROLLER MASTERVALVE CIRCUIT (36-INCH EXPANSION COIL,EACH WIRE)3.3-INCH MINIMUM DEPTH OF 3/4-INCHWASHED GRAVEL4.FOUR (4) 4"X8" BRICKS PER VALVE BOX(8 TOTAL)5.RECTANGULAR GREEN VALVE BOX WITHLOCKING COVER6.FINISH GRADE7.FLOW SENSOR PER IRRIGATION LEGEND8.PE-CABLE TO FLOW SENSING EQUIPMENTAT SATELLITE CONTROLLER ASSEMBLY(36-INCH EXPANSION COIL)9.DOUBLE-STRAP SADDLE10.WIRE SPLICE11.CONCENTRIC REDUCER12.LANDSCAPE FABRIC13.3/4" GRID WIRE MESHNOTE:1. REFER TO MANUFACTURER'STECHNICAL DATA FOR FLOWSENSOR INSTALLATION BASED ONPIPE SIZING PARAMETERS.1265114781065114933121312131 1/2" = 1'-0"-MASTER VALVE AND FLOW SENSORC12" MINIMUM 11139457212610KEY:1.BACKFLOW PREVENTERPER IRRIGATION LEGEND2.WYE STRAINER3.BRASS RISER4.FINISH GRADE5.THREADED BY SLIP COUPLING6.FROM WATER SOURCE7.MAIN LINE8.TRENCH DEPTH9.BRASS UNION81 1/2" = 1'-0"-BACKFLOW PREVENTER10.ONE CUBIC FOOT CONCRETE THRUST BLOCK11.BACKFLOW ENCLOSUREPER IRRIGATION LEGEND.INSTALL per MANUFACTURER'SSPECIFICATIONS12.CONCRETE PADD1" = 1'-0"-TRENCHINGNOTES:1.SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE TYPE2.DIRECT BURIAL CONTROL WIRES SHALL BE INSTALLED IN SCH. 40 PVC ELECTRICALCONDUIT IF REQUIRED3.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIREMAINLINE RUN.24" MIN.12"

IN PLANTER AREA
18" IN PLANTING AREA
3'-0" UNDERNEATH PAVEMENT
6"KEY1.FINISHED GRADE PER CIVILENGINEER2.DIRECT BURIAL LOW VOLTAGECONTROL WIRE3.PRESSURIZED LINE (MAINLINE)4.DETECTABLE LOCATOR TAPE5.NON-PRESSURIZED LINE(LATERAL)6.FINISH SURFACE PER CIVILENGINEER123456E1" = 1'-0"-SLEEVING3'NOTES:1. SEE IRRIGATION LEGEND FOR MAINLINE TYPE.2. ALL SLEEVES SHALL BE SCH. 40 PVC PIPE.3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT.4. END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUNCONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE.KEY1.FINISH SURFACE PER CIVILENGINEER2.BASE ROCK3.CLEAN BACKFILL, 95% RELATIVECOMPACTION UNDER PAVING ORPER GEOTECHNICAL REPORT4.CONTROL WIRES, SLEEVE UNDERPAVING. INSTALL ADJACENT TOPRESSURIZED MAINLINE. BUNDLESHALL BE NO MORE THAN 50% OFPIPE DIAMETER5.MAINLINE, SLEEVE UNDER PAVINGTO BE TWO TIMES THE DIAMETEROF THE PRESSURIZED MAINLINEPIPE6.NON-PRESSURIZED LINE, SLEEVEUNDER PAVING TO BE TWO TIMESTHE DIAMETER OF THE LATERALLINE.145236FL6Imperial Assemblywith concrete baseImperial Assemblywith Quick Pad6" min.2'-0"12"38"16"1.Imperial Assemblies 16" Stainless Steel top entry Controller AssemblyNEMA 3R rainproof enclosure (UL listed)2.Controller3.Power switch/GFI receptacle4.Master valve relay assembly or pump start relay assembly (optional)5.Terminal Board6.Remote Receiver Connector (optional)7.1" PVC conduit for 120 VAC from metered power supply8.PVC conduit for control wires, size as required9.Fill voids with 3/8" Pea Gravel10. 1" PVC conduit for flow sensor cable PAIGE CABLE P - 7162 - D(if applicable)11. Poured concrete base* Note all groundingrequirements forcontroller assembliesshall conform to localelectrical codes.4" min213456789101138"* Note all groundingrequirements forcontroller assembliesshall conform to localelectrical codes.213452"1.Imperial Assemblies 16" Stainless Steel top entry ControllerAssembly NEMA 3R rainproof enclosure (UL listed)2.Controller3.Power switch/GFI receptacle4.Master valve relay assembly or pump start relay assembly(optional)5.Terminal Board6.Remote Access Connector (optional)7.1" PVC conduit for 120 VAC from metered power supply8.PVC conduit for control wires, size as required9.1" PVC conduit for flow sensor cable PAIGE CABLE P - 7162 - D(if applicable)10.Mounting pad aluminum powercoated performed pad 20" x 30".11.Mounting pad base12.Mounting pad mounting brace13.Finish grade 2" below top of mounting pad14.Fill voids with 3/8" Pea Gravel67891011121314Imperial Assemblywith concrete baseImperial Assemblywith Quick Pad16"REMOTE 252627282930313212345678910111213141516
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ASS K1F1TB4SW16" = 1'-0"-CONTROLLER ASSEMBLYG1 1/2" = 1'-0"-WIRE PULL BOX123567894LOOP, BUNDLE AND LABLE SPARE WIRESTHAT ARE TO CONTINUE, AS OCCURS.1COIL 30" LENGTH AND I.D. TAG SPAREWIRES THAT TERMINATE AT THIS BOX.2FOUR (4) 4"X8" BRICKS AT CORNERS3LANDSCAPE FABRIC43/4" GRID WIRE MESH5RECTANGULAR COMPOSITE VALVE BOXWITH LOCKING COVER. HEAT BRAND 'PB' ONLID WITH 2" HIGH LETTERS6MAINLINE72" ABOVE GRADE AT PLANTER AREAS8FLUSH TO GRADE AT TURF AND FINISHSURFACE9H-181-

ARTESIA STREET

RAMONA STREETBELLFLOWER BOULEVARDRAMONA STREET

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MATCHLINE - SEE SHEET L8 ROOT BARRIER (TYP.)ROOT BARRIER (TYP.)ROOT BARRIER (TYP.)ROOT BARRIER (TYP.)PLANTING PLAN16L7SEE SHEET L8 FOR PLANTING LEGEND AND NOTES-182-

CEDAR STREET
ROSE STREETBELLFLOWER BOULEVARDTREESBOTANICAL / COMMON NAMESIZEWUCOLSQTYREMARKSARBUTUS X `MARINA`MARINA STRAWBERRY TREE24" BOXLOW9STANDARDCERCIDIUM X `DESERT MUSEUM`DESERT MUSEUM PALO VERDE24" BOXLOW6MULTI-TRUNKSHRUBSBOTANICAL / COMMON NAMESIZEWUCOLSQTYREMARKSDIANELLA TASMANICA `VARIEGATA`VARIEGATED FLAX LILY5 GALLOW320SALVIA MICROPHYLLA `HOT LIPS`HOT LIPS SAGE5 GALLOW130GROUND COVERSBOTANICAL / COMMON NAMESIZEWUCOLSSPACINGQTYREMARKSMYOPORUM PARVIFOLIUM `PINK`TRAILING MYOPORUM1 GALLOW48" o.c.59TRIANGULARSPACINGPLANTING LEGENDSEE 2021 CALIFORNIA GREEN BOOK STANDARDS FOR PUBLIC WORKS CONSTRUCTIONDETAILS 'SSPWC 518-3 & SSPWC 520-4' FOR TREE INSTALLATIONSSEE DETAIL 'A' FOR SHRUB & DETAIL 'B' FOR ROOT BARRIER INSTALLATION ON SHEET L9PLANTING NOTES:1.IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS ORIF THERE ARE DISCREPANCIES BETWEEN THE PLANS, CONTACT THE OWNER,OR OWNER'S REPRESENTATIVE FOR DIRECTION AS TO HOW TO PROCEED.2.VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDEROTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUETO SITE CONDITIONS, CONTACT CITY STAFF REPRESENTATIVE FORINSTRUCTIONS PRIOR TO COMMENCING WORK.3.EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THELANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPEARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATIONIN FIELD.4.VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES AREPROVIDED AS INFORMATION ONLY. IF QUANTITIES ON PLANT LIST DIFFERFROM GRAPHIC INDICATIONS, THEN GRAPHICS SHALL PREVAIL.5.CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITYLOCATION AND IDENTIFICATION.6.PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITHCARE AND IF NECESSARY, BY HAND. THE CONTRACTOR BEARS FULLRESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIESSHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.7.TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TOEXISTING.8.TREES TO BE PLANTED A MINIMUM OF 5 FEET FROM FACE OF BUILDING, ORPAVEMENT, EXCEPT AS APPROVED BY THE LANDSCAPE ARCHITECT5.INSTALL ROOT BARRIER AROUND ANY TREES WITHIN 5' OF ANY FACE OFBUILDING, PAVEMENT OR ANY RIGHT-OF-WAY CONCRETE.6.PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACHSPECIES AND SIZE DESIGNATED ON THE DRAWINGS.7.ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS TREES AND SHRUBS SODESIGNATED PER THESE NOTES AND DRAWINGS.8.FINISH GRADES OF PLANTER AREAS SHALL BE 3 INCHES BELOW ADJACENTPAVING OR TOP OF WALL UNLESS OTHERWISE NOTED.9.LANDSCAPE ARCHITECT TO REVIEW PLANT MATERIALS AT SOURCE OR BYPHOTOGRAPHS PRIOR TO DIGGING OR SHIPPING OF PLANT MATERIALS.10.PLANTING SOIL PREPARATION SHALL BE BASED ON THE AGRONOMIC SOILSREPORT RECOMMENDATIONS.OR ROOTING GROUNDCOVERS.DIGAC EL
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BROFUOYEor 8111-800-227-2600LICEN
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PLANTING NOTES:1.IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS ORIF THERE ARE DISCREPANCIES BETWEEN THE PLANS, CONTACT THE OWNER,OR OWNER'S REPRESENTATIVE FOR DIRECTION AS TO HOW TO PROCEED.2.VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDEROTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUETO SITE CONDITIONS, CONTACT CITY STAFF REPRESENTATIVE FORINSTRUCTIONS PRIOR TO COMMENCING WORK.3.EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THELANDSCAPE ARCHITECT IN THE FIELD PRIOR TO INSTALLATION. LANDSCAPEARCHITECT RESERVES THE RIGHT TO ADJUST PLANTS TO EXACT LOCATIONIN FIELD.4.VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES AREPROVIDED AS INFORMATION ONLY. IF QUANTITIES ON PLANT LIST DIFFERFROM GRAPHIC INDICATIONS, THEN GRAPHICS SHALL PREVAIL.5.CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITYLOCATION AND IDENTIFICATION.6.PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITHCARE AND IF NECESSARY, BY HAND. THE CONTRACTOR BEARS FULLRESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIESSHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER.7.TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TOEXISTING.8.TREES TO BE PLANTED A MINIMUM OF 5 FEET FROM FACE OF BUILDING, ORPAVEMENT, EXCEPT AS APPROVED BY THE LANDSCAPE ARCHITECT5.INSTALL ROOT BARRIER AROUND ANY TREES WITHIN 5' OF ANY FACE OFBUILDING, PAVEMENT OR ANY RIGHT-OF-WAY CONCRETE.6.PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACHSPECIES AND SIZE DESIGNATED ON THE DRAWINGS.7.ALIGN AND EQUALLY SPACE IN ALL DIRECTIONS TREES AND SHRUBS SODESIGNATED PER THESE NOTES AND DRAWINGS.8.FINISH GRADES OF PLANTER AREAS SHALL BE 3 INCHES BELOW ADJACENTPAVING OR TOP OF WALL UNLESS OTHERWISE NOTED.9.LANDSCAPE ARCHITECT TO REVIEW PLANT MATERIALS AT SOURCE OR BYPHOTOGRAPHS PRIOR TO DIGGING OR SHIPPING OF PLANT MATERIALS.10.PLANTING SOIL PREPARATION SHALL BE BASED ON THE AGRONOMIC SOILSREPORT RECOMMENDATIONS.OR ROOTING GROUNDCOVERS.DIGAC EL
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BROFUOYEor 8111-800-227-2600LICEN
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DLANDSCAPEARCHITECTSTATEOFCALIFORNI
A SignaturePA
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OCORTEZ#6373Renewal DateDate02/28/236/23/22A.30323 NORTH RESH STREETANAHEIM, CA 92805PH: (657) 217-61693/4" = 1'-0"-SHRUB PLANTINGROOTBALL DEPTH6"123452X ROOTBALLDIAMETERNOTE:ALL PLANT MATERIAL SHALL HAVE A 3" LAYER OFWOOD CHIP MULCH PLACED IN WATER RETENTIONBASIN.ROOTBALL CROWN SHALL BE 1" ABOVEFINISH GRADE AVOID PLANTING SHRUBSDIRECTLY IN FRONT OF IRRIGATION SPRAYHEADS PROVIDE CLEARANCE WHENPOSSIBLE13" HIGH WATER RETENSION BASIN. FORMFROM PLANT PIT EXCAVATION. MAY BERAKED OUT PRIOR TO OTHER WORK ASDIRECTED BY LANDSCAPE ARCHITECT2FINISH GRADE PER CIVIL ENGINEER34.FERTILIZER TABLETS PER PLANTINGNOTES.4PREPARED BACKFILL PER PLANTINGNOTES.5A2X ROOTBALLDIAMTER6" MIN.DEPTHROOTBALL6"KEY1.TREE ROOTBALL: 5 & 15 GAL. 1" ABOVE GRADE, 24" BOX & LARGER3" ABOVE GRADE, TAPER ROOTBALL TO GRADE2.FERTILIZER TABLETS PER PLANTING NOTES3.PREPARED BACKFILL PER PLANTING NOTES.4.APPROVED ROOT CONTROL BARRIER5.USE ROOT BARRIERS WHERE- EVER TREES ARE PLANTED WITHIN5' OF ANY , STRUCTURE, CONCRETE FLATWORK, CURB ANDGUTTER, UTILITIES, ETC.6.FINISHED GRADE PER CIVIL ENGINEER7.PROVIDE TREE TRUNK GUARDS FOR ALL TREES IN TURF AREAS.8.CONCRETE CURB.9.DRIP LINE OF TREE10.CONCRETE FLATWORK.11.3/4" TO 1/2" GRAVEL OR CRUSHED ROCK123114107SECTION AAN.T.S.4911AA10891164116NOTES1.POSITION ROOT BARRIER AS CLOSE TO CURB OR PAVEMENT ASPOSSIBLE. RAISED ROOT PROTECTORS SHALL BE FACINGTOWARDS THE TREE.2.TOP OF BARRIER SHALL BE 1" ABOVE FINISHED GRADE3.LENGTH OF ROOT BARRIER SHALL BE EQUAL TO THE DRIPLINEOF THE TREE TO BE PLANTED.4.APPLY A MASTIC SEALER TO JOINT BETWEEN CONCRETESURFACES AND ROOT BARRIER3/4" = 1'-0"-ROOT BARRIERBPLANTING DETAILS & NOTES18L9-184-

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14-G
TO: Honorable Mayor and Members of the City Council

ATTENTION: Jeffrey L. Stewart, City Manager

FROM: Len Gorecki, Assistant City Manager/Director of Public Works

SUBJECT: Consideration and possible action to adopt Resolution No. 22-45 – A Resolution approving the Plans and Specifications for the Lakewood Boulevard Traffic Signal Improvements – Part 1:

Lakewood Boulevard (4) Intersections and Part 2: Lakewood Boulevard and Alondra Boulevard (Specifications No. 20/21-01), pursuant to Government Code §830.6; establishing a project payment account; authorizing solicitation of bids; and authorizing staff to purchase traffic signal equipment to facilitate project completion.

DATE: August 8, 2022

EXECUTIVE SUMMARY

This action would approve the Plans and Specifications, preserve the City’s right to assert design immunity to any claim for damages arising from the design, and authorize the Public Works Department to advertise for bids for the Lakewood Boulevard Traffic Signal Improvements; Part 1: Lakewood Boulevard (4) Intersections and Part 2:

Lakewood Boulevard and Alondra Boulevard (the “Project”). The award of a contract will be brought before the City Council at a later date for approval.

RECOMMENDATION TO CITY COUNCIL

1) Adopt Resolution No. 22-45; or

2) Alternatively, discuss and take other action related to this item.

FISCAL IMPACT

The Engineer’s estimate of cost plus contingency to perform the work under Specifications No. 20/21-01 is $2,590,000 for construction and $520,000 for the traffic signal equipment. Funds are budgeted in Account Nos. 030-47148-9000 and 135-47148-9000 (Traffic Signal Improvements).

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Staff Report – Lakewood Boulevard Traffic Signal Improvements – Part 1:

Lakewood Boulevard (4) Intersections and Part 2: Lakewood Boulevard and Alondra Boulevard
Specifications No. 20/21-01
August 8, 2022

Page 2 of 2 ends

DISCUSSION

The Plans and Specifications will combine two separate traffic signal projects designated for the Lakewood Boulevard corridor.

First, there is the traffic signal project funded by a grant made available through L.A.

County Metropolitan Transportation Authority Measure M Subregional program to fund the installation of two new traffic signals on Lakewood Boulevard, one located at Cedar Street and the other located at Mayne Street. It will also include modifications to the existing traffic signals at Flower Street and Somerset Boulevard to introduce protected left turn lanes on both streets for east and westbound vehicles crossing Lakewood Boulevard.

The second project will include traffic signal and roadway improvements at the Lakewood Boulevard and Alondra Boulevard intersection. The Gateway Cities COG identified this intersection as a “Hot Spot” as part of its I-605/SR-91/I-405 Corridor Feasibility Study. The project will include an intersection upgrade to help increase roadway capacity and level of service at the intersection by introducing north, south, east and west exclusive right turn lanes. It will also increase left turn pocket vehicle storage capacity, construction of new concrete bus pads and new ADA compliant curb ramps. The existing traffic signals will also be upgraded and pavement rehabilitation will be done within the intersection as well as the east and west bound approaches on Alondra Boulevard.

Upon City Council approval of the Plans and Specifications, staff will solicit bids for the construction of the improvements. In order to expedite the project, staff will purchase the long lead time traffic signal equipment.

ENVIRONMENTAL REVIEW

Pursuant to the California Environmental Quality Act (CEQA) (Public Resources Code §§ 21000, et seq.) and CEQA Guidelines (California Code of Regulations, Title 14, §§ 15000, et seq.), the City conducted an environmental assessment. Based on the environmental assessment, the project was determined to be categorically exempt pursuant to CEQA Guidelines § 15303 (Class 3 – New Construction or Conversion of Small Structures).

ATTACHMENTS

Resolution No. 22-45....................................................................................................... 3 Plans and Specifications ................................................................................................. 6

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Page 1 of 3 ends

CITY OF BELLFLOWER

RESOLUTION NO. 22-45

A RESOLUTION APPROVING THE PLANS AND

SPECIFICATIONS FOR THE LAKEWOOD BOULEVARD
TRAFFIC SIGNAL IMPROVEMENTS - PART 1:

LAKEWOOD BOULEVARD (4) INTERSECTIONS AND
PART 2: LAKEWOOD BOULEVARD AND ALONDRA
BOULEVARD (SPECIFICATIONS NO. 20/21-01),
PURSUANT TO GOVERNMENT CODE § 830.6,

ESTABLISHING A PROJECT PAYMENT ACCOUNT
AUTHORIZING SOLICITATION OF BIDS; AND

AUTHORIZING STAFF TO PURCHASE TRAFFIC SIGNAL

EQUIPMENT TO FACILITATE PROJECT COMPLETION

THE CITY COUNCIL RESOLVES AS FOLLOWS:

SECTION 1. The City Council finds and declares as follows:

A. Public Works Department staff prepared the Plans and Specifications for the Lakewood Boulevard Traffic Signal Improvements - Part 1: Lakewood Boulevard (4) Intersections and Part 2: Lakewood Bouelvard and Alondra Boulevard (“Project”);

B. The Director of Public Works reviewed the completed Plans and Specifications for the Project and agrees that Plans and Specifications are complete and the Project may be completed;

C. The City Council wishes to obtain the immunities set forth in Government Code §830.6 with regard to the Plans, Specifications and completion of the Project; and

D. The City reviewed the project’s environmental impacts under the California Environmental Quality Act (CEQA) (Public Resources Code §§ 21000, et seq.) and CEQA Guidelines (California Code of Regulations, Title 14, §§ 15000, et seq.), the City conducted an environmental assessment. Based on the environmental assessment, the project was determined to be categorically exempt pursuant to CEQA Guidelines § 15303 (Class 3 – New Construction or Conversion of Small Structures).

SECTION 2. Design Immunity; Authorization.

A. The Plans and Specifications for the Project are determined to be consistent with the City’s standards and are approved.

B. The Plans and Specifications approval set forth in this Resolution occurred before actual work on the Project construction commenced.

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City of Bellflower
Resolution No. 22-45

Page 2 of 3 ends

C. The approval granted by this Resolution conforms to the City’s General Plan.

D. The Public Works Director, or designee, is authorized to act on the City’s behalf in approving any alterations or modifications of the Plans and Specifications approved by this Resolution.

E. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code § 830.6.

F. The City Manager, or designee, may solicit bids for the Project in accordance with applicable law.

SECTION 3. Project Payment Account. For purposes of the Contract Documents administering the Project, the City Council directs the City Manager, or designee, to establish a fund containing sufficient monies from the current fiscal year budget to pay for the Project (“Project Payment Account”). The Project Payment Account is the sole source of funds available for the Contract Sum, as defined in the Contract Documents administering the Project.

SECTION 4. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provisions or applications and, to this end, the provisions of this Resolution are severable.

SECTION 5. Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 6. The Mayor, or presiding officer, is hereby authorized to affix his signature to this Resolution signifying its adoption by the City Council of the City of Bellflower and the City Clerk, or his duly appointed deputy, shall attest thereto.

SECTION 7. This Resolution will become effective immediately upon adoption.

///
///
///

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City of Bellflower
Resolution No. 22-45

Page 3 of 3 ends

PASSED, APPROVED, AND ADOPTED BY THE CITY COUNCIL OF THE CITY OF BELLFLOWER THIS 8TH DAY OF AUGUST 2022.

________________________________
Ray Dunton, Mayor
ATTEST:

________________________________
Mayra Ochiqui, City Clerk

APPROVED AS TO FORM:

________________________________
Karl H. Berger, City Attorney
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CITY OF BELLFLOWER

BELLFLOWER, CALIFORNIA

PLANS

SPECIFICATIONS

AND CONTRACT DOCUMENTS

FOR THE

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

PREPARED BY:

CITY OF BELLFLOWER

PUBLIC WORKS DEPARTMENT
16600 CIVIC CENTER DRIVE
BELLFLOWER, CALIFORNIA 90706
(562) 804-1424

For questions regarding these Bid Specifications
or project, please contact:

Project Manager: Jerry Stock, City Engineer
(562) 804-1424, ext. 2218

BIDS DUE:

These plans and specifications are the exclusive property of the City of Bellflower and shall not be used in any manner without prior consent of the City of Bellflower. Any reuse of these plans and specifications by others shall be at other’s sole risk and without liability to the City of Bellflower. -6-

CITY OF BELLFLOWER

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

TABLE OF CONTENTS

SECTION PAGE

NOTICE INVITING SEALED BIDS ............................................................................. N-1

BIDDING INSTRUCTIONS .......................................................................................... I-1

BID DOCUMENTS (All Bid Documents must be submitted by bid date) Bid ................................................................................................................................ B-1 Bidders General Information ........................................................................................ B-2 Bidder’s Statement of Past Contract Disqualifications ................................................. B-3 Insurance Requirements .............................................................................................. B-4 List of Subcontractors ................................................................................................... B-6 Project Bid Sheet ......................................................................................................... B-7 Bid Bond ..................................................................................................................... B-11 Non Collusion Declaration .......................................................................................... B-12

CONTRACT DOCUMENTS
Agreement ................................................................................................................... C-1 Faithful Performance Bond ...................................................................................... FPB-1 Labor and Materials Bond .................................................................................... L&MB-1 Worker’s Compensation Insurance Certificate ......................................................... WC-1 Declaration of Sufficiency of Funds……………………………………………………..DSF-1 Guaranty ..................................................................................................................... G-1

PART 1

STANDARD SPECIFICATIONS ................................................................................ SS-1 PCC § 9204 .................................................................................................... ATTACHED TECHNICAL PROVISIONS ....................................................................................... TP-1

PART 2
SPECIAL/TECHNICAL PROVISIONS ....................................................................... SP-1 -7-

N-1

NOTICE INVITING SEALED BIDS

FOR THE LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS - Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

IN THE CITY OF BELLFLOWER
SPECIFICATIONS NO. 20/21-01

The City of Bellflower is accepting sealed bids in the City Clerk’s office, 16600 Civic Center Drive, Bellflower, CA 90706, until 11:00 a.m. on:

TUESDAY, _____________

at which time they will be publicly opened. Each bid must be accompanied by a certified or cashier’s check or bidder’s bond payable to the order of the City of Bellflower or cash for an amount not less than ten percent (10%) of the bid price submitted, and the check, bond, or cash deposit of the successful bidder shall be forfeited to the City if such bidder fails to enter into the contract to perform the work within ten (10) days after written notice of award. Bids will not be accepted after that time.

As described in the Bidding Documents, the bids are for a public works project (“Project”) which consists of the LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS and related work as shown on the plans on file with the City’s Public Works Department. The Engineer’s Estimate of cost is $2,560,000. Bids will be publicly opened on _________. At the time of contract award, the contractor shall possess a Class A or C-10 Contractor’s License. No bid will be accepted from a contractor who has not been licensed in accordance with the Provisions of Chapter 9, Division III, of the Business and Professions Code of the State of California at the time the bid is submitted. Following the issuance of the Notice to Proceed, the contractor shall have one hundred twenty (120) working days to complete the work.

Work on the Project must be performed in strict conformity with Specification No. 20/21- 01 as adopted by the City’s City Council on August 8, 2022 which is filed with the City’s Public Works Department. Copies of these plans and specifications may be obtained by prospective bidders from the Public Works Department, 16600 Civic Center Drive, Bellflower, CA 90706 for a non-refundable fee of $35.00. Plans and specifications can be mailed for an additional non-refundable fee of $10.00 per set.

Mandatory jobsite walk will be held at TIME, DATE at 9944 Flora Vista Street, Bellflower, CA 90706. Prospective bidders will have opportunity to examine the project site and are encouraged to raise any questions associated with the project and site.

Attendance of the jobsite walk is mandatory for parties wishing to submit a bid as the Prime Contractor.

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Notice Inviting Sealed Bids
Specifications No. 16/17-04
N-2

The terms and conditions for bidding on the Project are described in the Bidding Instructions which can be found at www.bellflower.org .

This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor must post copies of the prevailing schedule at each job site.

Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing Wage Unit, Telephone No. (415) 703-4774. The website for this agency is currently located at www.dir.ca.gov .

Note that the Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4, to be nonresponsive.

Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code (“PCC”) § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor’s request.

DATED this 11th day of July, 2022.

CITY OF BELLFLOWER, CALIFORNIA

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Instructions to Bidders
Specifications No. 20/21-01
I-1

CITY OF BELLFLOWER

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

BIDDING INSTRUCTIONS

1 DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents.

1.1 “Addenda” means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections.

1.2 “Alternate” means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both.

1.3 “Bid Deadline” means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda.

1.4 “Bidder” means a person or firm that submits a Bid.

1.5 “Bidding Documents” means the construction documents prepared and issued for bidding purposes including all Addenda.

1.6 “Lump Sum Base Bid” means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates.

1.7 “Unit Price” means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2 BIDDER’S REPRESENTATIONS. By making its Bid, Bidder represents that:

2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents.

2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents.

2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents.
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Instructions to Bidders
Specifications No. 20/21-01
I-2

2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor’s State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code §§ 7000-7191 establish licensing requirements for contractors.

If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor “C” license in each such trade, (2) a General Engineering contractor “A” license, or (3) a General Building contractor “B” license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade.

2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate.

When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee.

2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents.

2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder’s behalf.

2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Requirements in its performance of the Work.

2.9 The Bidder has paid the City’s business license fee(s). 3 BIDDING DOCUMENTS.

3.1 Bidders may obtain complete sets of the Bidding Documents from the City’s Public Works Department for the sum stated in the Notice for Bids.

3.2 Bidders will use a complete set of Bidding Documents in preparing Bids.

3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS.

4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the -11-

Instructions to Bidders
Specifications No. 20/21-01
I-3
Work for which the Bid is submitted; will examine the Project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City’s Representative errors, inconsistencies, or ambiguities discovered.

4.2 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City’s Representative and must be received at least seven (7) days prior to the date of receipt of bids. No request shall be taken within the six (6) days prior to bid opening.

4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications, interpretations, corrections, and changes to the Bidding Documents made in any other manner will not be binding and Bidders will not rely upon them.
5 PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of Contract. Substitutions will only be considered after award of the Contract and as provided for in the Contract Documents.
6 SUBCONTRACTORS.

6.1 Each Bidder will list in the Bid Form all first-tier Subcontractors that will perform work, labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor’s business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so.

6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City’s written consent in accordance with California law. 7 ADDENDA.

7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda.

7.2 Copies of Addenda will be made available for inspection at the City’s Public Works Department.

7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued any time before the Bid Deadline.

7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid.
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Instructions to Bidders
Specifications No. 20/21-01
I-4
8 PRE-BID CONFERENCE. Bidder will attend a Pre-Bid Conference where the City will discuss the Bidding Documents, answer questions, accept comments, and conduct a Project site visit. The City requires all Pre-Bid Conference attendees to arrive for the meeting on time and to sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre-Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. 9 FORM AND STYLE OF BIDS

9.1 Bids will be submitted on the Bid Form included with the Bidding Documents.

Bids not submitted on the City’s Bid Form will be rejected.

9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter.

9.3 Bidder’s failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates are called for and no change in the Lump Sum Base Bid is required, enter “No Change.”

9.4 Each Bidder must fill out the “Bidders Statement of Past Contract Disqualifications” form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information.

9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner.

9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the Bidder (if awarded the Contract) specifically agrees to construct a completed work ready for the use and in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work.

9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder’s Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause the Bid to be rejected.
10 BID SECURITY

10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Sum Base Bid as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required -13-

Instructions to Bidders
Specifications No. 20/21-01
I-5
by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to “City of Bellflower.” When a Bond is used for Bid Security, failure to use the City’s Bid Bond form will result in the rejection of the Bid.

10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event, the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security, between the amount of the disqualified Bid and the larger amount for which the City procures the Work.

10.3 If a Bid Bond is submitted and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, “Insurers Admitted to Transact Surety Insurance in This State.”

10.4 The City will retain Bid Security until the occurrence of one of the following:

10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City.

10.4.2 The specified time has elapsed during which Bids may be withdrawn.

10.4.3 All Bids have been rejected.

10.5 The Bid Form, Bid Security, and all other documents required to be submitted with the Bid will be enclosed in a sealed opaque envelope. The envelope will be addressed to the City Clerk. The envelope will be identified with the LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS, Bidder’s name and address, and, if applicable, the designated portion of the Project for which the Bid is submitted. If the Bid is sent by mail, the sealed envelope will be enclosed in a separate mailing envelope labeled as follows: “SEALED BID ENCLOSED.”

10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened.

10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids.

10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted.
11 MODIFICATION OR WITHDRAWAL OF BID.
-14-

Instructions to Bidders
Specifications No. 20/21-01
I-6

11.1 Before the Bid Deadline, a submitted Bid may be modified or withdrawn.

Notice of such action will be given to the City in writing and signed by the Bidder’s authorized representative. A change so made will be so worded as not to reveal the amount of the original Bid.

11.2 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then fully complies with the Bidding Requirements.

11.3 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted.

11.4 Bids may not be modified, withdrawn, or canceled within sixty (60) days after the Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders.
12 OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13 REJECTION OF BIDS.

13.1 The City will have the right to reject all Bids.

13.2 The City will have the right to reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way materially incomplete or irregular. 14 AWARD

14.1 The City may retain all bids for a period of sixty (60) days for examination and comparison, and to delete any portion of the work from the contract.

14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City.

14.3 The City will have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents.

14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by the “multiplier” as stated in the Bid Form, plus the amounts of all accepted Alternates.

14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City’s maximum daily liability as a result of City delays to Contractor, if any, and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays. In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor’s -15-

Instructions to Bidders
Specifications No. 20/21-01
I-7
actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents.

14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids.

Within ten (10) days after receiving the City’s notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items:

14.5.1 Two originals of the Agreement signed by Bidder.

14.5.2 Two originals of the Labor and Materials Bond.

14.5.3 Two originals of the Faithful Performance Bond.

14.5.4 Certificates of Insurance.

14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders’ company stationery.

Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references.

14.5.6 Preliminary Contract Schedule.

14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention.

14.5.8 Cost Breakdown.

14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract.

14.7 If Bidder submits the two original signed Agreements and all other items within ten (10) days after receiving the City’s notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder by signing the Agreement and returning a signed copy of the Agreement to Bidder.

14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City’s notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the -16-

Instructions to Bidders
Specifications No. 20/21-01
I-8
Contract, the City may reject such Bidder’s Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids.

15 PROTEST

15.1 Procedure to be followed by protester and City Clerk.

A. Persons may challenge (the “Protester”) an award of a City of Bellflower Public Works contract (the “Project”) based upon whether the apparent lowest responsible bidder (the “Low Bidder”) is a “responsible bidder” as defined by applicable law.

B. The Protester must file a written statement with the City Clerk (the “Protest”) that sets forth the reasons for objection. The Protest must be filed with the City Clerk not later than seven (7) days after the bids were received and opened, or as soon as the Protester becomes aware of the ground for the Protest, whichever date occurs first. Any documents which support the objections must be filed together with the Protest.

C. Upon receiving the Protest, the City Clerk must mail a copy of the Protest to the Low Bidder, together with any supporting documents filed with the Protest. The City Clerk must include a letter of transmittal with the Protest which contains substantially the following information:

1. Notice that the Protest (and supporting documents, if any) was filed with the City Clerk;

2. Notice regarding the date, time, and place when and where the City Council will consider the bids received in connection with the Project; and

3. Notice that the Low Bidder may appear at the meeting and rebut the Protest including, without limitation, the ability to present evidence that the Low Bidder is qualified to perform the work and is the “lowest responsible bidder” on the Project.

D. In addition to the notice provided to the Low Bidder, the City Clerk must attempt to contact the Low Bidder by phone regarding the Protest. If the City Clerk is able to contact the Low Bidder, the City Clerk must provide, if the Low Bidder requests it, a facsimile copy of the Protest.

E. The City Clerk must also provide the Protester with notice regarding the date, time, and place when and where the City Council will meet to consider bids for the Project.

15.2 Procedure to be followed at the Hearing.

A. At the time set for consideration of the bids received in connection with the Project, the City Council must allow City staff to proceed with its presentation first. -17-

Instructions to Bidders
Specifications No. 20/21-01
I-9

B. Following the staff presentation, the City Council will allow the Protester to make his/her presentation. The Protester has the right to introduce any testimony or other evidence which could not, by the exercise of reasonable diligence, have been submitted at the time the Protest was filed.

C. Following the Protester’s presentation, the Low Bidder has the right to cross-examine any witnesses who testified on behalf of the Protester and to rebut any other evidence introduced or produced by the Protester or City staff.

D. The City Council may, in its discretion, permit rebuttals and surrebuttals by the Protester and/or the Low Bidder.

E. At the conclusion of the hearing on the Protest, the City Council must decide whether, based on the evidence produced at the hearing, the Low Bidder is or is not the lowest responsible bidder.

F. In deciding where the Low Bidder is “responsible,” the City Council must consider the Low Bidder’s trustworthiness, and the quality, fitness and capacity of the Low Bidder to satisfactorily perform the work required to be performed for the Project. Evidence of pervasive and significant violations of the prevailing wage laws of the State of California by the Low Bidder on a City Public Works project or on public works projects involving other public agencies warrants a finding by the City Council that the Low Bidder is not the lowest responsible bidder.

G. If the Low Bidder is found to be “responsible” under the criteria referred to above, the City Council must award the contract for the Project to the Low Bidder, unless the City Council rejects all bids for the Project.

H. If the Low Bidder is found not be “responsible” under the criteria referred to above, the City Council must make a finding to that effect and must then award the contract to the second lowest responsible bidder, unless the City Council rejects all bids for the Project.

-18-

BID
Specifications No. 20/21-01
B-1
BID

BID TO: CITY OF BELLFLOWER, CALIFORNIA

The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the City in the form included in the Contract Documents to perform the Work as specified or indicated in said Contract Documents entitled:

FOR CONSTRUCTION OF

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD IN THE CITY OF BELLFLOWER SPECIFICATIONS NO. 20/21-01

Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security.

This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents.

Bidder has examined copies of all the Contract Documents, including the following Addenda (receipt of which is hereby acknowledged):

Number ______________ Date ____________________

Bidder has familiarized itself with the nature and extent of the Contract Documents, the Work, the site, the locality where the Work is to be performed, the legal requirements (federal, state, and local laws, ordinances, rules, and regulations), and the conditions affecting cost, progress, or performance of the Work, and has made such independent investigations as Bidder deems necessary.

In conformance with the current statutory requirements of Labor Code § 1860, et seq., the undersigned confirms the following as its certification:

I am aware of Labor Code § 3700, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract.

To all the foregoing, and including all Bid Schedule(s), List of Subcontractors, Non-collusion Affidavit, Bidder's General Information, and Bid Bond contained in these Bid Forms, said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s).

Dated: ______________________________ Bidder:

By:
(Signature)

Title:
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BID
Specifications No. 20/21-01
B-2

BIDDER'S GENERAL INFORMATION

The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. Additional sheets may be attached as required.

1. BIDDER/CONTRACTOR'S Name and Street Address:

2. CONTRACTOR'S Telephone Number: ( )
Facsimile Number: ( )
Email address:

3. CONTRACTOR'S License: Primary Classification
State License Number(s)
Supplemental License Classifications
Department of Industrial Relations (DIR) Registration No. _______________________________

4. Surety Company and Agent who will provide the required Bonds on this Contract:

Name of Surety
Address

Surety Company Agent
Telephone Numbers: Agent ( ) Surety ( )

5. Type of Firm (Individual, Partnership or Corporation):

6. Corporation organized under the laws of the State of:

7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm:

-20-

BID
Specifications No. 20/21-01
B-3
BIDDER'S GENERAL INFORMATION (Continued)

8. Number of years experience as a contractor in this specific type of construction work:

9. List at least three related projects of comparable size and complexity completed to date:

1. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

2. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

3. Owner
Contact
Phone ( )
Project ( )
Address
Class of Work
Contract amount
Date completed

10. List the name and title of the person who will supervise full-time the proposed work for your firm:

11. Is full-time supervisor an employee contract services ?

12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer.

13. Name of the person who inspected the site of the proposed Work for the bidder:

Name: Date of Inspection:

-21-

BID
Specifications No. 20/21-01
B-4

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
BIDDER’S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS

Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation.

1. Have you ever been disqualified from any government contract?

Yes  No 

2. If yes, explain the circumstances:

_________________________________
Bidder’s Signature

-22-

BID
Specifications No. 20/21-01
B-5

INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]

To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below:

Type of Insurance Limits

Commercial general liability: $3,000,000
Business automobile liability $1,000,000
Workers compensation Statutory requirement.

Commercial general liability insurance must meet or exceed the requirements of ISO- CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as “additional insureds” under said insurance coverage and to state that such insurance will be deemed “primary” such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an “occurrence,” not a “claims made,” basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City.

Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto).

The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of “A:VII.” Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word “endeavor” with regard to any notice provisions.

By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City’s consultant. Failure to provide this insurance will render the bidder’s proposal “nonresponsive.”

___________________ __________________________
Date Bidder
-23-

BID
Specifications No. 20/21-01
B-6
Contractor's Name
_________________________________________________________ List of Subcontractors and Off-Job Fabricators
Listing must comply with the provisions of Public Contract Code § 4104.

Name of Subcontractor
or Off-Job Fabricator
Contractor’s License No.

DIR Registration No.

Business Address
Telephone No.

Email address
Items of Work and Dollar
Amount

If more space is needed, attach additional sheets.

Public Contract Code § 4104 provides that bidders must list:
(a)(1) The name, the location of the place of business, and the California contractor license number of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater.

Per Public Contract Code §4104, Contractor’s bidding on public projects are required to list above California contractor license numbers for all subcontractor’s performing work in excess of one- half of one-percent of the contract’s value.

-24-

BID
Specifications No. 20/21-01
B-7

UNIT PRICE BID SCHEDULE A
Schedule of Prices for the Construction of the:

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
SPECIFICATIONS NO. 20/21-01
in Bellflower, California

PART 1 – Lakewood Boulevard (4) Intersections

Item
No. Description Estimated
Quantity Unit Price Total Amount

1. Mobilization/Demobilization
(Not to Exceed 5%) 1 LS

2. Traffic Control 1 LS

3. Stormwater Protection
(BMPs) 1 LS

4. Sawcut 1040 LF

5. Remove & Dispose AC
Pavement 4570 SF

6. Remove & Dispose Base 4570 SF

7. Remove & Dispose PCC
Cross Gutters/Spandrel 2010 SF

8. Remove & Dispose PCC
Curb 170 LF

9. Remove & Dispose PCC
Curb & Gutter 140 LF

10. Remove & Dispose PCC
Driveway 470 SF

11. Remove & Dispose PCC
Sidewalk 1335 SF

12. Remove & Dispose PCC
Curb Ramp 3 EA

13. Remove & Dispose
Truncated Domes 1 EA

14. Remove & Dispose
Vegetation/Landscaping 1290 SF

15. Clear & Grubbing 1290 SF

16. Cap Irrigation 2 EA

17. Relocate Chain Link Fence 40 LF

18. Adjust Manhole to Grade 1 EA

19. Adjust Water Valve to
Grade 1 EA
-25-

BID
Specifications No. 20/21-01
B-8

20. Adjust Street Light Pull Box
to Grade 2 EA

21. Install 4” or 12” AC
Pavement 160 TON

22. Install 8” CMB 160 TON

23. Install 4” Stamped
Concrete 165 SF

24. Install PCC Cross
Gutter/Spandrel 2960 SF

25. Install PCC Curb 160 LF

26. Install PCC Curb & Gutter 70 LF

27. Install PCC Sidewalk 2000 SF

28. Install PCC Retaining Curb
Integral with Sidewalk 45 LF

29. Install PCC Driveway 470 SF

30. Install PCC Curb Ramp,
Case A, Type 3 3 EA

31. Install PCC Curb Ramp,
Case B, Type 1 (Modified) 2 EA

32. Install PCC Curb Ramp,
Case B, Type 2 2 EA

33. Install Truncated Domes 1 EA

34. Install Hand Rail (Power
Coated Black) 75 LF

35. Remove Traffic Signal
Equipment at
Lakewood/Flower
1 LS

36. Remove Traffic Signal
Equipment at
Lakewood/Somerset
1 LS

37. Install Traffic Signal
Equipment at
Lakewood/Cedar
1 LS

38. Modify Traffic Signal at
Lakewood/Flower 1 LS

39. Install Traffic Signal at
Lakewood/Mayne 1 LS

40. Modify Traffic Signal at
Lakewood/Somerset 1 LS

41. Modify Traffic Signal
Interconnect 1 LS

42. Signing & Striping at
Lakewood/Cedar 1 LS

43. Signing & Striping at
Lakewood/Flower 1 LS
-26-

BID
Specifications No. 20/21-01
B-9

44. Signing & Striping at
Lakewood/Mayne 1 LS

45. Signing & Striping at
Lakewood/Somerset 1 LS

46. Survey Monumentation 1 LS

47. Geotechnical Services
During Construction 1 LS

PART 2 – Lakewood Boulevard at Alondra Boulevard

Item
No. Description Estimated
Quantity Unit Price Total Amount

1. Mobilization/Demobilization
(Not to Exceed 5% of
subtotal)
1 LS

2. Construction Survey 1 LS

3. Geotechnical Services
During Construction 1 LS

4. Stormwater
Control/BMPs/SWPPP 1 LS

5. Traffic Control (Including
Construction Signs and
CMS)
1 LS

6. Clearing and Grubbing 1 LS

7. Remove and Construct
Modified ADA Curb Ramp
(Case C)
4 EA

8. Remove and Construct 6”
PCC Curb and Gutter 415 LF

9. Remove and Construct 6”
PCC Curb 700 LF

10. Remove and Construct 4”
PCC Sidewalk 2,450 SF

11. Remove and Construct 6”
PCC Driveways 2,400 SF

12. Remove and Construct 8”
PCC Bus Pad over 6” CMB 490 SF

13. Remove and Dispose of
Existing Asphalt Concrete
(6” to 7.5”)
11,900 SF

14. Cold mill AC Pavement
Variable Depth (Min 2”
Thick)
74,700 SF

15. Construct 6” Asphalt
Concrete (PG-64-10 B)
Pavement
450 TN
-27-

BID
Specifications No. 20/21-01
B-10

16. Construct 2” Min
Rubberized Asphalt
Concrete (ARHM-GG-C
Overlay
1,100 TN

17. Construct 12” Crushed
Miscellaneous Base 450 CY

18. Roadway Excavation
(Unclassified Excavation) 450 CY

19. Cut Existing Parkway Inlet
Drain and Re-construct
Opening in Kind
2 EA

20. Cut Existing Culver, Re-
construct, and Join in Kind 2 EA

21. Furnish and Install
Stamped Concrete, In-Kind 2,000 SF

22. Adjust Manhole to Grade 10 EA

23. Adjust Valve and/or Pull
Box to Grade 6 EA

24. Signing and Striping 1 LS

25. Traffic Signal Modifications 1 LS

Name of Bidder or Firm
TOTAL BID PRICE – FOR SCHEDULE A (Part 1 and Part 2)
For the lump sum of

$
(Price in figures)

(Price in words)

QUANTITIES OF WORK:

The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of Bellflower does not expressly or by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item, by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and may delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work.

Name of Bidder or Firm

-28-

BID
Specifications No. 20/21-01
B-11

BID BOND

KNOW ALL MEN BY THESE PRESENTS: That we ___________________________

__________________________________________________________________, Principal,

and________________________________________________________________________

__________________________________________________________, Surety, are held and firmly bound unto
THE CITY OF BELLFLOWER Obligee,
in the sum of Ten Percent of the total amount of the Bid for the payment of which we bind ourselves, our legal representatives, successors and assigns, jointly and severally, firmly by these presents.

Principal submitted or is about to submit a bid or proposal to Obligee on a contract for

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

Should a contract be awarded to the principal and principal, within such time as specified, duly execute the contract in the prescribed form and deliver the same to obligee with all required bonds/performance securities, certificates of insurance and such other items as required in the bidding or contract documents then this obligation is null and void. Otherwise, it will remain in full force and effect, and if the contract is awarded to principal and principal fails, within the time specified, to duly execute the contract in the prescribed form and deliver the same to obligee with all said required items, then surety must pay obligee the full penalty sum of this bond.

Surety, for value received, hereby agrees that no extension of time, change, alteration, modification, or addition to the bidding or contract documents, or of the work required thereunder, releases or exonerates surety on this bond or in any way affect the obligation of this bond; and surety does hereby waive notice of same.

Signed, sealed and dated
_______________________________________________
(Principal)

by________________________________________(Seal)

_______________________________________________
(Surety)

by_____________________________________________
Attorney-in-Fact

INDICATE COMPLETE ADDRESS OF SURETY TO WHICH

CORRESPONDENCE CONCERNING THIS BOND SHOULD BE
DIRECTED.

Telephone No.

-29-

BID
Specifications No. 20/21-01
B-12

NON COLLUSION DECLARATION TO BE EXECUTED
BY

BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the __________________ of ________________________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ____________ [date], at ______________________ [city], ________________________ [state].

___________________________
Signature

-30-

Agreement
Specifications No. 20/21-01
C-1

PUBLIC WORKS CONTRACT

BETWEEN

THE CITY OF BELLFLOWER AND

This CONTRACT is entered into this day of , 20 , by and between the CITY OF BELLFLOWER, a general law city and municipal corporation (“the City”) and (“the Contractor”).

1. WORK.

A. The Contractor will provide all work required by the Contract Documents (the “Work”). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents.

B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents;

C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents.

D. “Contract Documents” means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings.

2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents.

3. TIME FOR PERFORMANCE.

A. The Contractor will fully complete the Work within one hundred twenty (120) working days (the “Contract Time.”)

B. The Contract Time will commence when the City issues a notice to proceed.

The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. -31-

Agreement
Specifications No. 20/21-01
C-2

C. The Contractor may not perform any Work until:

i. The Contractor furnishes proof of insurance as required by the Contract Documents; and

ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed.

D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time.

E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor’s own cost and risk.

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

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

6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number.

7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work.

8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City’s property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City’s written notice.

9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification.

10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and -32-

Agreement
Specifications No. 20/21-01
C-3
the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only.

11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents.

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

The City The Contractor
Len Gorecki, Director of Public Works
16600 Civic Center Drive
Bellflower, CA
[email protected]

Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph.

13. NO THIRD PARTY BENEFICIARY. This Contract 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.

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

15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows:

A. This Contract;

B. The Standard Specifications; and
-33-

Agreement
Specifications No. 20/21-01
C-4
C. Precedence of documents as determined in the Standard Specifications.

16. SEVERABILITY. If any portion of the 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 Contract will continue in full force and effect.

17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City’s city manager, or designee, may execute any such amendment on the City’s behalf.

18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature.

19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph.

20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract.

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

-34-

Agreement
Specifications No. 20/21-01
C-5
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written.

CITY OF BELLFLOWER _______

_________________________________ ____________________________ Jeffrey L. Stewart,
City Manager

_____________________________

ATTEST:

_____________________________ Taxpayer ID No. _______________ Mayra Ochiqui,
City Clerk

APPROVED AS TO FORM:

_________________________________
Karl H. Berger,
City Attorney

-35-

Faithful Performance Bond
Specifications No. 20/21-01
FPB-1

CITY OF BELLFLOWER

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

FAITHFUL PERFORMANCE BOND

Bond No.

Bond Fee:

(“PRINCIPAL”)
and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety (“SURETY”), are held and firmly bound unto the CITY OF BELLFLOWER (“CITY”) in the sum of ($ ) dollars, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument.

PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. 20/21-01, and the public works contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default.

BOND CONDITIONS

1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. 20/21-01, a copy of which is on file with CITY’s Public Works Department (“Public Project”). Such performance will be in accordance with CITY’s plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY’s Public Works Department. CITY has estimated the required amount of the bond as shown above.

2. PRINCIPAL’s work on the Public Project will be done in accordance with CITY’s plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor.

3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project’s completion and acceptance by CITY.

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Bellflower Municipal Code (“BMC”).

-36-

Faithful Performance Bond
Specifications No. 20/21-01
FPB-2

5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. 20/21-01 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed.

6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so;

B. A certificate issued by the county clerk for the county in which SURETY’s representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY’s certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and

7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL’s obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect.

SIGNED AND SEALED this day of , 20__.

PRINCIPAL’s PRESIDENT SURETY’s PRESIDENT

PRINCIPAL’s SECRETARY SURETY’s SECRETARY

PRINCIPAL’s MAILING ADDRESS: SURETY’s MAILING ADDRESS:

NOTE: ALL signatures must be acknowledged by a notary public. -37-

Labor and Materials Bond
Specifications No. 20/21-01
L&MB-1

CITY OF BELLFLOWER

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

LABOR AND MATERIALS BOND

Bond No.

Bond Fee:

, as principal (“PRINCIPAL”)
and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety (“SURETY”), are held and firmly bound unto the CITY OF BELLFLOWER (“CITY”) in the sum of ($ ) dollars, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument.

This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL’S subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in SPECIFICATIONS NO. 20/21-01 (“Public Project”), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default.

BOND CONDITIONS

1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. 20/21-01, and the public works contract executed for such Specifications, copies of which is on file with CITY’s Public Works Department (“Public Project”). Such performance will be in accordance with CITY’s plans and profiles which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY’s Public Works Department.

2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment.

3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon.

-38-

Labor and Materials Bond
Specifications No. 20/21-01
L&MB-2

4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the Bellflower Municipal Code (“BMC”).

5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. 20/21-01, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed.

6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference:

A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and

SIGNED AND SEALED this day of , 20__.

PRINCIPAL’s PRESIDENT SURETY’s PRESIDENT

PRINCIPAL’s SECRETARY SURETY’s SECRETARY

PRINCIPAL’s MAILING ADDRESS: SURETY’s MAILING ADDRESS:

NOTE: ALL signatures must be acknowledged by a notary public.

-39-

Worker’s Compensation
Specifications No. 20/21-01
WC-1

WORKERS’ COMPENSATION CERTIFICATE

(AS REQUIRED BY LABOR CODE § 1861)

I am aware of Labor Code § 3700 which requires every employer to be insured against liability for workers’ compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract.

Contractor

Title

-40-

Declaration of Sufficiency of Funds
Specifications No. 20/21-01
DSF-1

DECLARATION OF SUFFICIENCY OF FUNDS
(California Labor Code Section 2810)

I, the undersigned, an authorized representative of ________________ (insert name of Bidder) (“Bidder”) with authority to make the statements contained in this Declaration on behalf of Bidder, hereby declare the following:

1. The Bidder’s employer identification number for state tax purposes is ______________________ (insert identification number).

2. The Bidder’s workers’ compensation insurance policy number is ______________________ (insert policy number) and the name, address, and telephone number of the insurance carrier providing said insurance is:
__________________________________ (insert information requested).

3. The following information is provided concerning any and all vehicles that are owned by the Bidder and that will be used for transportation in connection with any service provided for the performance of the Work that is subject of the Bidder’s Bid to the District (insert information requested.

Attach addition sheets, if needed):

Vehicle Vehicle ID No.

Vehicle
Liability Insurance Policy No.
(of Policy covering vehicle)
Name, Address and Telephone No.
of Vehicle Liability Insurance Carrier
(issuing Policy covering vehicle)

-41-

Declaration of Sufficiency of Funds
Specifications No. 20/21-01
DSF-2

4. The following is the address of any real property that will be used to house workers in connection with the performance of the W ork that is subject of the Bidder’s Bid to the District (insert information requested. If no such housing will be provided, enter “none”). ___________________________.

5. The actual or estimated number of workers that will be employed to perform the Work of the Project that is the subject of the Bidder’s Bid, the total amount of wages to be paid to said workers, and the date on which said wages will be paid are as follows (attach additional sheets, if needed):

Total Number of Workers Total Amount of Wages Dates for Payment of Wages

6. Check only one of the following boxes, as applicable:

The statement of number of workers declared in Paragraph 5, above, is a statement of the actual number of workers that will be employed; or

The actual number of workers requested in Paragraph 5, above, is unknown and therefore the statement of number of workers declared therein is based on the Bidder’s best estimate available at the time of Bid, rather than the actual number of workers that will be employed.

7. The actual or estimated total number of persons and entities who will be utilized as independent contractors to perform the Work of the Project that is the subject of the Bidder’s Bid (together with their known, current local, state, and federal contractor license identification numbers that each is required to have under local, state or federal laws or regulations are as follows (attach additional sheets, if needed):

List of Independent Contractors Current, Local, State and Federal Contractor License Identification Number

-42-

Declaration of Sufficiency of Funds
Specifications No. 20/21-01
DSF-3

8. Check only one of the following boxes, as applicable:

The statement of number of independent contractors declared in Paragraph 7, above, is a statement of the actual number of independent contractors that will be utilized; or,

The actual number of independent contractors requested in Paragraph 7, above, is unknown and therefore the statement of number of independent contractors declared therein is based on the Bidder’s best estimate available at the time of Bid, rather than the actual number of independent contractors that will be utilized.

I, the undersigned, declare under penalty of perjury that the foregoing statements are within my personal knowledge and are true and correct. Executed on this ______ day of ______________, in the year 20___.

_____________________________________

_____________________________________
Print Name

-43-

Guaranty
Specifications No. 20/21-01
G-1

CITY OF BELLFLOWER

LAKEWOOD BOULEVARD TRAFFIC SIGNAL IMPROVEMENTS -
Part 1: LAKEWOOD BOULEVARD (4) INTERSECTIONS
Part 2: LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SPECIFICATIONS NO. 20/21-01

GUARANTY

In accordance with the terms of the contract for the ______________________ in the City of Bellflower (the “Contract”) approved ______________________________ between the City of Bellflower (the “Agency”) and the undersigned (the “Contractor”), under which the Contractor shall complete work as described in the Contract Documents (as defined in the Contract), the following guarantee of said work is hereby made.

If any of the items installed pursuant to the Contract, prove defective or if the item, as a whole, proves defective, due to faulty workmanship, material furnished or methods of installation, or if the said item or any part thereof fails to operate properly, as planned, due to any of the above causes, all within one (1) year after date on which the work is accepted by the Agency, then the undersigned agrees the repairs shall be made and such materials as are necessary shall be furnished and installed within thirty (30) days after the receipt of demand from the Agency; provided, that if the Contract Documents require a longer guaranty period, then the longer period shall apply. In the event repairs are not made within thirty (30) days, the Agency shall have the unqualified option to make any needed repairs or replacements itself or by any other contractor. The Contractor agrees to reimburse the Agency, upon demand, of its expenses incurred in restoring said items to the condition contemplated in the Contract, including the cost of any equipment or materials replaced, or upon demand by the Agency, to replace any such equipment and repair said items completely without cost to the Agency so that they will operate successfully as originally contemplated.

Emergency repairs must necessarily be made by the Agency; therefore, when defective material or workmanship results in emergency repairs, the undersigned agrees to reimburse the Agency, upon demand, expenses incurred.

Each item will be deemed defective within the meaning of this guaranty in the event that item fails to operate as originally intended thereof and in accordance with the plans and specifications included in the Contract. The Faithful Performance Bond required for the Contract shall remain in full force and effect for the entire first year of the applicable guarantee period.

_____________________________ ________________________________ Date (Print Name of Contractor, Company or Corporation)

________________________________
Signature

-44-

Standard Specifications
Specifications No. 20/21-01
SS-1

PART 1

CITY OF BELLFLOWER

PUBLIC WORKS DEPARTMENT

STANDARD SPECIFICATIONS

Except as modified by these Standard Specifications, the provisions of the latest edition of the “Standard Specifications for Public Works Construction” (“Greenbook”) and its supplements prepared and promulgated by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. THESE STANDARD

SPECIFICATIONS ARE INTENDED TO, AND DO, TAKE PRECEDENCE OVER ANY CONFLICTING PROVISION OF THE GREENBOOK.

1. NUMBERING OF SECTIONS

The numbering of these Standard Specifications is NOT intended to conform with the Greenbook. Rather, the numbering is specific for these Standard Specifications. As noted at the outset, however, the provisions contained within these Standard Specifications supersede any conflicting clauses within the Greenbook and govern the contractual relationship between the Parties.

2. MODIFICATIONS

To the extent that the provisions of the Contract Documents conflict with the Green Book, the Contract Documents take precedence.

3. DEFINITIONS

Unless the contrary is stated or clearly appears from the context, the following definitions will govern the construction of the words and phrases used in these Standard Specifications.

Acceptance – The date on which the City Council accepts the Work as complete.

Architect, Design Engineers, Soils Engineer, Structural Engineers – Advisors employed by the City.

Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a proposal for the work contemplated, acting directly or through a duly authorized representative.

Compensable Delay – a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement.

Due Notice – A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) before the commencement of the contemplated action. -45-

Standard Specifications
Specifications No. 20/21-01
SS-2

Notification may be from Public Works Director to Contractor or from Contractor to Public Works Director.

Public Works Director – The City Public Works Director, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Public Works Director or designee.

PCC – California Public Contract Code.

Prompt – The briefest interval of time required for a considered reply, including time required for approval of a governing body.

(Check if applicable) State Standard Specifications - State of California Standard Specifications ( https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard- specifications).

Working Days – A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Public Works Director.

4. ABBREVIATIONS
AAN American Association of Nurserymen
AGC Associated General Contractors of America
AISC American Institute of Steel Construction
APWA American Public Works Association
ASA American Standard Association
ASME American Society of Mechanical Engineers
CA MUTCD California Manual on Uniform Traffic Control Devices IEEE Institute of Electric and Electronic Engineers
NEC National Electric Code
Greenbook The most current edition of the Standard Specifications for Public Works Construction, and subsequent supplements prepared by Public Works Standards, Inc.

SPPWC Standard Plans for Public Works Construction by the American Public Works Association
SSPWC Standard Specifications for Public Works Construction by the American Public Works Association

5. ACCESS TO PROJECT SITE

Not later than the date designated in the City Notice to Proceed, the City will provide access to the real property and facilities upon which the Work is to be performed, including access to real property and facilities designated in the Contract Documents for the Contractor’s use.

6. SUBCONTRACTOR LISTING

Except as provided in PCC §§ 4100, et seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work -46-

Standard Specifications
Specifications No. 20/21-01
SS-3

or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor’s total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself.

The Contractor must have the City Council’s written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor.

Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity.

Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor’s control over the Work, cancel the contract, or assess the Contractor a penalty of not more than 10 percent of the subcontract involved.

All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor.

When subcontracted work is not being prosecuted in a satisfactory manner, the Contractor will be notified to take corrective action. The Public Works Director may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Public Works Director, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work.

If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors’ State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee.

-47-

Standard Specifications
Specifications No. 20/21-01
SS-4

The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than 10% of the Work.

7. CONTRACT BONDS

The Faithful Performance Bond and the Labor and Materials Bond must be paid and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by the Greenbook.

The term “surety bond,” “guarantee,” and “bond” also includes such other acceptable security, such as letters of credit or cash deposit agreements issued by responsible financial institutions, which are approved by the City Attorney. Sureties must be admitted to do business in California.

8. CONTRACT DOCUMENTS

The Contractor will maintain the following at the Work site:

• One as-built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As-built plans must be submitted to the City representative for approval before the City pays a final retention amount.

• The current accepted Contract Schedule.

• Shop Drawings, Product Data, and Samples.

• Approved permits from other agencies, including Cal-OSHA permits for trench shoring.

• All other required submittals.

The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both.

Payment for any items on the plans for which there is no specific bid item will be included in the various items of work or in any item to which it is appurtenant.

If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Public Works Director, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work.

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9. PRECEDENCE OF CONTRACT DOCUMENTS

As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Public Works Director for such further explanations as may be necessary and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both.

10. ACCURACY OF PLANS AND SPECIFICATIONS

Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information.

The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Public Works Director any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor.

The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Public Works Director.

11. RIGHT-OF-WAY

When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities were left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work.

12. SURVEYING

The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California.

The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Public Works Director.

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It is the Contractor’s responsibility to protect the survey control as shown on the plans.

If the survey control is destroyed or disturbed during construction, the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Public Works Director.

Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Public Works Director before beginning work that requires their use.

13. MEASUREMENT AND PAYMENT

Construction Survey – Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore.

14. BASIS FOR ESTABLISHING COSTS

Regardless of ownership, the rates to be used in determining the equipment usage costs will not exceed those listed for the same or similar equipment in the California State Department of Transportation publication of Labor Surcharge and Equipment Rates effective for the period of usage.

15. MARK UP

Work by Contractor. The following percentages will be added to the Contractor’s costs and will constitute the markup for all overhead and profits.

Labor .................................................... 20 Materials .................................................... 15 Equipment Rental .................................................... 15 Other Items and Expenditures .............................................. 15

To the sum of the costs and markups provided for in this subsection, 1 percent will be added as compensation for bonding. No other formula, e.g., the Eichleay or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss.

Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in this Section will be applied to the Subcontractor’s actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor.

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or Contractor’s actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents.

16. DAILY REPORTS BY CONTRACTOR

If disagreement continues regarding extra work, the Contractor may seek compensation in accordance with the Claims procedure. Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim.

17. CHANGED CONDITIONS

If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected (“changed conditions”), the Contractor will immediately notify the Public Works Director in writing of such changed conditions (upon discovery and before disturbing such changed conditions), so that the Public Works Director can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding any other time period, the Contractor is liable to City for any extra costs incurred as a result of the Contractor’s failure to promptly give such notice.

Changed conditions include, without limitation, the following:

• Subsurface or latent physical conditions differing materially from those represented in the Contract Documents;

• Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and

• Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, II, or III disposal site in accordance with applicable law.

The Public Works Director will promptly investigate conditions that appear to be changed conditions. The Public Works Director’s decision, and any dispute regarding that decision, will be made in accordance with the Greenbook except that the Public Works Director will render a decision promptly.

Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions:

• The information is made available for the Bidders’ convenience and is not a part of the Contract.

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or warranty by the City whatsoever as to its accuracy, completeness, or relevancy.

• Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City.

18. DISPUTED WORK

If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications.

Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract Documents.

19. INSPECTION REQUIREMENTS

Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal products, cast metal products, welding, reinforced and unreinforced concrete pipe, application of protective coatings, and similar shop and plant operations is not required. A certificate of compliance, signed by an authorized officer of the producer, certifying compliance with the contract documents will be submitted for all of the following materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe; cast iron pipe; reinforced concrete pipe; non-reinforced concrete pipe; and PVC sewer and water pipe; subject to sampling and testing by City.

Standard items of equipment, such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site.

All other equipment items will be inspected and tested in accordance with the contract documents.

The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the Public Works Director. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor’s cost at rates established by the City.

20. INSPECTION OF MATERIALS NOT PRODUCED LOCALLY

Contractor purchased materials, fabricated items, and equipment, produced at sources located more than 50 miles outside the corporate limits of the City, and which are specified to be inspected in the Contract Documents, will be inspected by inspectors or testing laboratories arranged for and paid for by City. Report of such inspection must be submitted to the City. If any item inspected fails to meet the specified criteria, the -52-

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Contractor will pay all costs for reinspection, and such costs may be deducted from payments due to the Contractor.

21. TRADE NAMES OR EQUALS

Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words “or equal.”

For the City’s consideration of a proposed “equal” item, the Bidder must submit, a minimum of 10 calendar days before the date of the bid opening, documentation of the particulars of the proposed “equal item.” At a minimum, the submitted documentation will include:

• Written request with explanation of why the product should be considered as an equal product.
• Material specifications.
• Technical specifications.
• Test data.
• Samples.
• Comparison chart of key specifications of the “equal” item against similar specifications of the specified item.
• Work locations and reference telephone numbers of at least three (3) locations where the proposed “equal” item has been recently installed under similar conditions.
• Warranty data.

The Bidder will be notified by the Public Works Director whether or not the proposed “equal” product is acceptable to the City five calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City’s rejection of the proposed “equal” product without further consideration.

22. PROTECTION

If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City, the Contractor will immediately notify the City and utility owner in writing.

23. RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION

The City is responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City has sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation.

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24. DELAYS

Actual loss is understood to include no items of expense other than idle time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by these Standard Specifications and no markup will be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work.

25. CALCULATING IDLE TIME

Equipment and worker idle time is calculated in accordance with these Standard Specifications and the Greenbook; it is based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay.

26. CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK

A. Pre-Construction Meeting:

After contract award, City will arrange for a pre-construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub-contractors to attend the meeting.

B. Contract Schedule

After notification of award and before starting any work, the Contractor will submit a Contract Schedule to the Public Works Director for review, as required by these Standard Specifications within 15 calendar days of award.

C. Contract Schedule Content

The Contract Schedule, and any updated Contract Schedule, will meet the following requirements:

• Schedules must be suitable for monitoring progress of the Work. • Schedules must provide necessary data about the time for the Public Works Director’s decisions.
• Schedules must be sufficiently detailed to demonstrate adequate planning for the Work.
• Schedules must represent a practical plan to complete the Work within the Contract Time.
• Schedules must show the critical path method for completing the Work.

The Public Works Director’s review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more.
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D. Effect of Contract Schedule

The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable if judged by the Public Works Director to be practical. Acceptance of such a schedule by the Public Works Director will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay.

If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time.

The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Public Works Director in developing the Contract Schedule and updated Contract Schedules.

The Public Works Director’s review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Public Works Director or City nor imply their agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying or contained in such schedule.

The Public Works Director’s failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum.

The Contractor will perform the Work in accordance with the currently accepted Contract Schedule.

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E. Commencement of Contract Time

The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of 15 calendar days after the date of the Notice to Proceed and be diligently prosecuted to completion with the time provided in the Specifications.

27. DEFAULT BY CONTRACTOR

A. General

Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City’s interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract.

B. Termination of Contractor’s Control Over the Work

City may terminate the Contractor’s control over the Work without liability for damages when, in the City’s opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City’s consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the Work completed at the time of termination, less damages caused to the City by the Contractor’s action or inaction.

In the event of such termination of control, the City may do any one, or combination of, the following:

• Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor;
• The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor;
• The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor.

Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law.

C. Surety’s Assumption of Control

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accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract.

If the Surety does not assume control and perform the Work within five days after receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City’s forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within five days of completion, all costs in excess of the sums due.

The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law.

28. DELAYS AND EXTENSIONS OF TIME

A. General

If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications.

Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time.

The City will not grant an extension of time for a delay by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Public Works Director documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and accepted construction schedule.

Should delays be caused by events other than those included herein, the Public Works Director may, but is not required to, deem an extension of time to be in the City’s best interests.

B. Extensions of Time

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portions of the Work that do not affect the critical path will not be eligible for extensions of time.

C. Payment for Delays to Contractor

Any payment for compensable delay will be based upon actual costs excluding, without limitation, what damages, if any, the Contractor may have reasonably avoided.

The Contractor understands that this is the sole basis for recovering delay damages and explicitly waives any right to calculate daily damages for office overhead, profit, or other purported loss, using different formulas including, without limitation, the Eichleay Formula.

D. Written Notice and Report

If the Contractor desires payment for a delay or an extension of time, it will give the Public Works Director written notice of such request not later than the time limit set forth in the Proposal for submitting a claim after the event or occurrence giving rise to a delay claim. Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim.

Any claim for payment or an extension of time must be in the form required by the “Claims” sections of these Standard Specifications.

In no event will the City grant the Contractor an extension of time if the delay is within the Contract Time as identified by the Contract Documents.

29. WORKDAYS AND WORKING HOURS

City Hall is ordinarily open from Monday thru Thursday during normal working hours (8 a.m. to 5:30 p.m.) and alternating Fridays (8 a.m. to 4:30 p.m.). It is closed on the following holidays:

New Year’s Day - January 1
Martin Luther King, Jr. Day - January 17
President’s Day - February 21
Memorial Day - May 30
Independence Day - July 4
Labor Day - September 5
Veterans’ Day - November 11
Thanksgiving - November 24
Friday after Thanksgiving - November 25
Christmas Eve - December 24
Christmas - December 25
New Year’s Eve - December 31

If the Contractor requests an inspection on a day when City Hall is closed, then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during -58-

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hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. Friday work that does not require inspection can be done without an inspection fee and must be discussed with City staff before its occurrence. If the Contractor does construction on a Friday or a day when City Hall is closed, that day is counted as a project working day.

On workdays, Contractor’s activities will be confined to the hours between 7:30 a.m. and 4:00 p.m. Traffic may only be restricted between the hours of 7:30 am and 2:00 pm and subject to the review of the City Manager.

A. Night Work

Except as otherwise provided in the Technical Specifications or separate permit, City does not permit Work between the hours of 4 p.m. and 7:30 a.m. of the following day.

B. Weekend and Holiday Work

The Public Works Director may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays.

30. COMPLETION AND ACCEPTANCE

The Work will be inspected by the Public Works Director for acceptance upon the Public Works Director receiving the Contractor’s written assertion that the Work is complete.

If, in the Public Works Director’s judgment, the Work is complete and is ready for acceptance, the Public Works Director will accept the Work on behalf of the City in the manner prescribed by the City. Once a Notice of Completion is issued, the Contractor is relieved from responsibility to protect the Work.

All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a minimum period of one year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Public Works Director, after notice to do so from the Public Works Director, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor’s sureties will be liable for the cost thereof.

31. LIQUIDATED DAMAGES

If all the Work is not completed before or upon the expiration of the Contract Time, City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, it is agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees -59-

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that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract.

Unless otherwise specified, liquidated damages will be $1,000 per calendar day.

32. DISPUTES AND CLAIMS; PROCEDURE

A. General

Consistent with PCC §§ 9204 and 10240.6, “Claim” means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Public Works Director, their agents or employees. “Claim” does not mean, and the Claims procedures herein do not apply, to the following:

• Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine.
• Claims respecting personal injury, death, reimbursement, or other compensation arising out of or resulting from liability for personal injury or death. • Claims respecting a latent defect, breach of warranty, or guarantee to repair. • Claims respecting stop notices.

If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor’s Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. The requirements of this Section are intended to supplement and implement PCC § 9204, a copy of which is attached for reference.

Accordingly, pursuant to PCC § 9204(f), the parties agree to utilize these Standard Specifications.

B. Form

A Claim must include the following:

• A statement that it is a Claim and a request for a decision.

• A detailed description of the act, error, omission, unforeseen condition, event or other condition giving rise to the Claim.

• If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely submitted and denied.

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• A detailed justification for any remedy or relief sought by the Claim, including to the extent applicable, the following:

 If the Claim involves extra work, a detailed cost breakdown claimed. The breakdown must be provided even if the costs claimed have not been incurred when the Claim is submitted.

 To the extent costs have been incurred when the Claim is submitted, the Claim must include actual cost records (including, without limitation, payroll records, material and rental invoices) demonstrating that costs claimed have actually been incurred.

 To the extent costs have not yet been incurred at the time the Claim is submitted, actual cost records must be submitted on a current basis not less than once a week during any time period costs are incurred. A cost record will be considered current if submitted within seven calendar days of the date the cost reflected in the record is incurred. At the Public Works Director’s request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis).

• If the Claim involves an error or omission in the Contract Documents:

 An affirmative representation that the error or omission was not discovered before submitting a bid for the Contract; and

 A detailed statement demonstrating that the error or omission reasonably should not have been discovered by the Contractor, its Subcontractors and suppliers, before submitting a bid for the Contract.

• If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor’s entitlement to a time extension.

• If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor’s entitlement to such an adjustment.

• A personal certification from the Contractor that reads as follows:

“I, , BEING THE (MUST BE AN

OFFICER) OF (CONTRACTOR
NAME),

DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO

PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY REVIEWED

THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT

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WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND

FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A

FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES.”

C. Claims Submitted to Public Works Director

Within 30 calendar days after the circumstances giving rise to a Claim occur, the Contractor will submit its Claim to the Public Works Director for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim, unless otherwise directed by the Public Works Director, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents.

D. Claim Is Prerequisite to Other Remedy

The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor’s right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law.

E. Decision on Claims

The Public Works Director will promptly review Claims submitted by the Contractor in accordance with these Standard Specifications. Should the Public Works Director require additional supporting evidence to evaluate the claim, the Public Works Director will request such additional information in writing. Any such requested data will be furnished not later than 10 calendar days after the Contractor receives the Public Works Director’s request.

The Public Works Director will render a decision not later than 30 calendar days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Claim amount is more than $50,000, the time period will be extended to 60 days. If the Public Works Director fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Public Works Director’s decision will be final and binding unless appealed in accordance with these Specifications.

The Public Works Director’s decision on a Claim will include a statement substantially as follows:

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asserting claims, you may have the right to alternative dispute resolution or litigation.

Should you fail to take appropriate action within 30 calendar days of the date of this decision, the decision will become final and binding and not subject to further appeal.”

F. Appeal of Public Works Director’s Decision

Should the Contractor dispute the Public Works Director’s decision, then the Contractor must appeal that decision to the City Manager within 30 calendar days of receiving the Public Works Director’s decision.

The City Manager will address disputes or claims within 30 calendar days after receiving such request and all necessary supporting data. The City Manager’s decision on the dispute or claim will be the City’s final decision.

If the Contractor disputes the City Manager’s decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within 30 calendar days of the City’s final decision.

G. Mediation

If the City and the Contractor agree, disputes between the parties may be submitted to non-binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association (“AAA”) under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties.

The parties may, but are not required to be, represented by counsel in mediation.

The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City’s right to assert that claim procedures were not followed.

H. Arbitration

If the City and Contractor do not agree to mediation, then disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8.

The exclusive venue for any arbitration will be in Los Angeles County.

The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit.

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I. When Arbitration Decision Becomes Binding

The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within 30 calendar days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party’s attorney’s fees and court costs.

J. Appeal to Superior Court; Waiver of Jury Trial

Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure (“CCP”) §§ 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party.

BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES

TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION,

INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT

DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION. BOTH THE CITY

AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES.

33. PREVAILING WAGES

The Contractor will post at appropriate conspicuous points at the site of the project a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per diem wages. It will be the Contractor’s responsibility to obtain copies of the prevailing rate of per diem wages. One source that may be used is the California Department of Industrial Relations website which is currently located at www.dir.ca.gov , or by calling the Prevailing Wage Unit at (415) 703-4774.

Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by the Contractor or any subcontractor.

Labor Code § 1777.5 requires the 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 will 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:

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• When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 calendar 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 the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen.

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

The Contractor and any subcontractor will 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.

34. RECORD OF WAGES PAID: INSPECTION

Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Department of Industrial Relations. If requested by the City, the Contractor will provide copies of the records at its cost.

35. LIABILITY INSURANCE

Contractor must comply with City’s insurance requirements for public works projects which are either adopted by City Council resolution or promulgated by the City Manager, or designee (the “Insurance Matrix”). Contractor will provide endorsements or other proof of coverage for contractual liability in accordance with the Insurance Matrix.

The cost of such insurance will be included in the various items of work in the Contractor’s bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed.

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In the event that any required insurance is reduced in coverage, cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged.

Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid under Civil Code § 2782(b).

36. INDEMNIFICATION AND DEFENSE

In addition to all other provisions of the Contract Documents including, without limitation, the Greenbook, as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans.

The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers, employees, and agents, or to others on account of the performance or character of the work, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever.

The Contractor will assume the defense of and indemnify and save harmless the City of Bellflower, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Section will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Section will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City.

The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies. This hold harmless agreement by the Contractor applies to all damages and claims for damages of every kind suffered or alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages.

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any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have.

37. PERMITS

The Contractor will apply for permits required by the City. These permits including, without limitation, a business license, will be issued on a “no-fee” basis. However, the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations but cannot charge the City an administrative fee for obtaining such permits.

All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor.

These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed.

38. CLEANUP AND DUST CONTROL

On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type of street sweeper a minimum of once daily.

39. WATERING

Water for dust control caused by Contractor’s operations or the passage of traffic through the work will be applied as necessary or as directed by the Public Works Director. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant, Contractor must contact the appropriate water purveyor to pay deposits and fees. Costs of water to be used will be included in the cost of various bid items.

40. WATER POLLUTION CONTROL

The following requirements are added to establish storm water and urban runoff pollution prevention controls.

Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean-up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system.

Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City’s storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the Contractor.

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Discharge of concrete transit mixer wash water on to approved dirt areas (sub-grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted.

Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City.

Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties.

No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain.

All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor’s failure to implement water pollution control measures will be charged to the Contractor.

41. PROTECTION AND RESTORATION OF EXISTING

IMPROVEMENTS

Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor’s operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements.

Relocations, repairs, replacements, or re-establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified.

42. PUBLIC CONVENIENCE AND SAFETY

Unless otherwise specified all traffic control will be performed in accordance with the California Manual on Uniform Traffic Control Devices (CA MUTCD), Latest Edition.

Building News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474- 7771.

43. TRAFFIC AND ACCESS

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overnight closure of any driveway will be allowed except as permitted by the Public Works Director.

At least one, 12 foot wide, traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Public Works Director. The traffic lanes will be maintained on pavement and will remain unobstructed. All work requiring that a lane be closed, or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards.

Clearances from traffic lanes will be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

One four-foot-wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any traffic lane will be five feet. Pedestrians and vehicles will be protected from all excavations, material storage, and/or obstructions by the placement of an adequate number of lighted barricades (minimum two) at each location, one at each end of the obstruction or excavation), which will have flashing lights during darkness. Barricades will be Type I or Type II and lights will be Type A per the CA MUTCD.

44. STREET CLOSURES, DETOURS, BARRICADES

Street closures will not be allowed except as specifically permitted by the Public Works Director.

The Contractor will prepare any traffic control or detour plans that may be required as directed by the Public Works Director. Lane transitions will not be sharper than a taper of 30 to one.

Temporary traffic channelization will be accomplished with barricades or delineators.

Temporary striping will not be allowed unless specifically permitted by the Public Works Director. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Public Works Director. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain.

Where access to driveway or street crossings need to be maintained, minimum 1 1/4- inch-thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Public Works Director.

45. PROTECTION OF THE PUBLIC

It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public -69-

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water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract.

Whenever, in the opinion of the Public Works Director, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor’s operations and when, in the opinion of the Public Works Director, immediate action will be considered necessary in order to protect the public or property due to the Contractor’s operations under this contract, the Public Works Director will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Public Works Director may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Public Works Director, may seem reasonable and necessary.

The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety.

46. HAZARDOUS MATERIAL

For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Public Works Director, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents.

After receiving notice from the Contractor, the Public Works Director will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of these Standard Specifications regarding Changed Conditions.

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any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract.

If the Public Works Director determines that material called to the Public Works Director’s attention by the Contractor is hazardous waste, or if the Public Works Director otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Public Works Director.

47. LUMP SUM WORK

Items for which quantities are indicated as “Lump Sum,” “L.S.,” or “Job” will be paid for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean-up of site.

Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Public Works Director that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Public Works Director as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component.

This schedule will be the basis for progress payments for the lump sum work.

48. PARTIAL AND FINAL PAYMENTS

The closure date for the purpose of making partial progress payments will be the last working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to City for approval.

When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment and submit it to the Public Works Director for approval.

It will take a minimum of 35 calendar days from the date of approving the Contractor’s invoice to make the payment to the Contractor. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents, or legal release of filed Stop Payment Notices against the Contractor. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions.

The full five percent (5%) retention will be deducted from all progress payments. The Contractor will make a payment request for the retained amount, for approval by the City, upon field acceptance of the work by the City Public Works Director. The City -71-

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Public Works Director upon field acceptance and receipt of the final as-built plans and any other reports or documents required to be provided by the Contractor will process a recommendation to the City for acceptance of the work. Not less than 35 calendar days from the City acceptance of the work, the Contractor’s final payment will be made provided Stop Payment Notices or other claims have not been filed against the Contractor and/or the City by material suppliers, sub- contractors, other governmental agencies, and private property owners. Until these Stop Payment Notices are released, and claims are resolved the stop payment/claim amount will be withheld from the final payment.

The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value.

At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract.

Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account.

The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the Contractor’s own expense and will include costs incurred by the City to accommodate the Contractor’s request.

Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work.

A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City’s ability to draw from this fund, are conditions precedent to City’s obligation to make payments to Contractor.

49. DELIVERED MATERIALS

Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments.

50. TERMINATION OF AGENCY LIABILITY

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Before receiving final payment, the Contractor will execute a “Release on Contract” form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as in these Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims.

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§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.1 West's Annotated California Codes
Public Contract Code (Refs & Annos)
Division 2. General Provisions (Refs & Annos)
Part 1. Administrative Provisions (Refs & Annos)
Chapter 9. Claims and Disputes (Refs & Annos)
West's Ann.Cal.Pub.Con.Code § 9204
§ 9204. Legislative findings and declarations regarding timely and complete payment of contractors for public works projects; claims process Effective: January 1, 2020
Currentness
(a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project.
(B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled.
(C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3)(A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public -75-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.2 authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency.
(B) “Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind.
(5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
-76-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.3 (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2)(A) If the claimant disputes the public entity's written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties' dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on their own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable -77-

§ 9204. Legislative findings and declarations regarding timely..., CA PUB CONT § 9204 © 2021 Thomson Reuters. No claim to original U.S. Government Works.4 documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section.
(f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2027, and as of that date is repealed, unless a later enacted statute that is enacted before January 1, 2027, deletes or extends that date.

Credits
(Added by Stats.2016, c. 810 (A.B.626), § 1, eff. Jan. 1, 2017. Amended by Stats.2019, c. 489 (A.B.456), § 1, eff. Jan. 1, 2020.) Editors' Notes
REPEAL

West's Ann. Cal. Pub. Con. Code § 9204, CA PUB CONT § 9204 Current with urgency legislation through Ch. 13 of 2021 Reg.Sess End of Document © 2021 Thomson Reuters. No claim to original U.S. Government Works. -78-

Technical Provisions
Specifications No. 20/21-01 – Part 1
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CITY OF BELLFLOWER
PART 1 - LAKEWOOD BOULEVARD TRAFFIC SIGNAL

IMPROVEMENTS

SPECIFICATIONS NO. 20/21-01

TECHNICAL PROVISIONS

FOR TRAFFIC RELATED IMPROVEMENTS
FOR THE FOUR (4) TRAFFIC SIGNAL INSTALLATIONS/MODIFICATIONS

ALONG LAKEWOOD BOULEVARD

SECTION 1 - GENERAL

1.01 LOCATION OF WORK

The project sites are at the following four (4) intersections:

• Lakewood Boulevard and Cedar Street (new traffic signal) • Lakewood Boulevard and Flower Street (signal modification) • Lakewood Boulevard and Mayne Street (new traffic signal) • Lakewood Boulevard and Somerset Boulevard (signal modification)

in the City of Bellflower, County of Los Angeles, State of California.

1.02 PRECONSTRUCTION CONFERENCE

A Preconstruction conference shall be conducted at the Bellflower City Hall, 16600 Civic Center Drive, Bellflower, California, 90706, prior to the start of construction.

The job-site foreman or superintendent assigned by the CONTRACTOR for this project shall be present at the Preconstruction Meeting. The CONTRACTOR shall prepare a tentative progress schedule for submission and review at the Preconstruction Meeting. The discussion shall include: verification of equipment orders; project supervision; on-site inspection; progress schedules and reports; payments to CONTRACTOR; safety; and other anticipated issues pertinent to the project. CITY will issue Notice to Proceed and City Encroachment Permit at the Preconstruction Meeting.

At this conference, the CONTRACTOR shall designate, in writing, a representative who shall have complete authority to act for the CONTRACTOR. An alternate representative may be designated. The representative or alternate shall be present at the job sites whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the project, persons, or property. Any order or communication given to this representative shall be deemed delivered to the CONTRACTOR.

In the absence of the CONTRACTOR or its designated representative, necessary or desirable directions or instructions may be given by the CITY ENGINEER to the superintendent or person having charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the CONTRACTOR or its representative. -79-

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1.03 STORAGE

Materials and equipment shall be so stored as to not create a public nuisance and to insure the preservation of their quality and fitness for the work. No materials or equipment shall be stored at the project sites or in the public right-of-way.

1.04 APPLICABLE STANDARD SPECIFICATIONS

The work to be done under this Contract requires the completion of all work in accordance with the General Specifications and the Technical Provisions herein, and the following Standard Specifications and Standard Drawings, as modified herein. In the case of conflict between the Standard Specifications and Standard Drawings and the Technical Provisions and Construction Drawings, the Technical Provisions and Construction Drawings shall take precedence over all of the following referenced Standard Specifications and Standard Drawings, in all areas.

Said referenced Standard Specifications and Standard Drawings shall take precedence in the following order:

1) "Standard Drawings" City of Bellflower, Department of Public Works, latest edition. Said City "Standard Drawings" are incorporated herein by this reference.

2) "Standard Specifications for Public Works Construction", (Green Book), latest edition including all revisions, addendums and supplements.

Said "Standard Specifications" are incorporated herein by this reference.

Copies may be purchased from Building News, Inc. 3055 Overland Avenue, Los Angeles, California 90034.

3) State of California, Department of Transportation (CALTRANS), Standard Specifications and Standard Plans, 2018 edition. Said "State Standard Specifications” and “State Standard Plans" are incorporated herein by this reference.

4) “State of California Manual on Uniform Traffic Control Devices” (California MUTCD), latest edition, is incorporated herein by this reference.

SECTION 2 - WORK DETAILS

2.01 DESCRIPTION OF WORK

The work to be done generally consists of furnishing all labor, materials, necessary tools, equipment, supervision, and all utility and transportation services required for minor civil improvements, installation/modification of new or existing traffic signals at four (4) project intersections along Lakewood Boulevard, and corresponding construction and signing & striping improvements, in accordance with the Plans, Drawings, Specifications and other provisions of the Contract.

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2.02 TRAFFIC CONTROL

1. The compensation for furnishing, placing, maintaining and removing traffic cones, telescoping tree flags, advance warning signs, flagmen, barricades, temporary striping and other safety devices, as required for public safety or as directed by the CITY ENGINEER, shall be considered as included in the Mobilization and Traffic Control Items, or included in the lump sum price paid for various contract items of work, and no additional compensation will be made therefore.

2. The CONTRACTOR shall furnish and prepare detailed, stamped traffic control plans for CITY review and approval. A minimum of one paved lane of traffic in each direction shall be maintained at all times. No reduction of the traveled way width shall be permitted before 8:30 a.m. or after 3:30 p.m. unless prior approval in writing is obtained from the CITY ENGINEER. Detours shall be in accordance with State Standard Plans and the latest edition of the “California MUTCD, Part 6: Temporary Traffic Control”. The CONTRACTOR shall submit detailed drawings of any proposed detour(s) to the CITY ENGINEER for approval.

3. All traffic lanes and detours shall be continually maintained to prevent the development of potholes and provide smooth, dust-free and mud-free traffic. The CONTRACTOR shall abate dust nuisance on traffic lanes, detours and work sites by cleaning, sweeping and sprinkling with water, or other means, as necessary, during and after the construction hours, including such non-working days as Saturdays, Sundays and holidays.

4. All roadway signs, delineators, channelizers, cones and barricades shall be in “like new” condition. All roadway signs used for nighttime traffic control shall have retro-reflective sheeting that meet or exceed ASTM Standard D 4956 Type III (3M Co. High Intensity Grade or approved equal).

5. Contractor shall furnish, provide, and maintain eight (8) Changeable Message Signs (CMS) to be used along Lakewood Boulevard prior to and throughout the duration of the project. The primary message shall state “Lakewood Blvd Construction Expect Delays”, or as indicated by CITY ENGINEER. ENGINEER shall specify placement of the CMS.

2.03 ORDER OF WORK

1. Order equipment and provide CITY ENGINEER written confirmation of equipment orders from vendors. See Sections 3.1.1 and 3.1.2.

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2. The CONTRACTOR shall notify local authorities and utility companies of his intent to begin work at least two (2) days before work is begun. The CONTRACTOR shall cooperate with local authorities in handling traffic through the work area.

TEMPORARY WIRING:

If applicable, all temporary installations shall be the responsibility of the CONTRACTOR, and all work, materials and equipment required to keep the existing system(s) operational, shall be considered as included in the bid prices for signal, safety lighting, and electrical system work and no additional compensation shall be allowed therefore.

As applicable, the CONTRACTOR shall provide the CITY with a complete and workable temporary electrical system plan proposed to be utilized during construction and signal changeover (i.e., temporary overhead wiring). Prior to the plan being implemented, the CITY ENGINEER, or his field representative, shall approve said temporary electrical system. The CONTRACTOR will be responsible for all costs associated with the final temporary electrical service plan approved by the CITY ENGINEER.

Installation of temporary facilities or wiring for the convenience of the CONTRACTOR during the progress of the work must also be submitted in writing and approved by the Engineer. The cost of installation and removal of such temporary facilities or wiring shall be at the CONTRACTOR’S expense.

As applicable, all vehicle and pedestrian indications, detectors, and control equipment, shall be maintained and operational, except during scheduled shutdown hours. The signal system shutdown shall be limited to the period between the hours of 9:00 a.m. and 3:00 p.m., unless otherwise approved by CITY ENGINEER.

The CONTRACTOR shall notify CITY ENGINEERING at least (48) hours prior to disconnecting any signal indications.

When an existing system is being modified, or a temporary system is required, the cost for maintaining the existing or temporary electrical systems work not shown on the Plans or specified in the Technical Provisions, and which is considered by the Engineer as necessary to keep all or any part of the system in effective operation, shall be included in the contract price for the traffic signal, safety lighting, and electrical system work, and no additional compensation will be allowed.

Traffic signal shutdowns shall only be allowed with the approval of the Engineer for signal changeover. CONTRACTOR shall provide traffic control officers as deemed necessary by the Engineer during any traffic signal shutdowns. Full compensation for traffic control officers shall be considered as included in the contract price paid for the signal work involved and no additional compensation will be allowed therefore.
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2.04 DUST CONTROL

1. The CONTRACTOR shall comply with Section 7-8.1, "Cleanup and Dust Control," of the Standard Specifications. The CONTRACTOR must comply with the CITY OF BELLFLOWER’S MUNICIPAL CODE. Dust generated by traffic, CONTRACTOR’S operations, or wind are all included in the definitions of "dust".

2. The CONTRACTOR will be responsible for watering the work area where dust is generated from public traffic, CONTRACTOR’S operations, and wind. CONTRACTOR’S area of operations includes areas outside of the roadbed limits where excavation, fill, or stockpiling of dirt or debris has taken place. The CONTRACTOR is responsible for monitoring all of the above-described areas in the project area during the life of the project, including holidays and weekends.

3. Payment for maintaining dust control within the project area shall be considered as included in the lump sum price paid for the Traffic Signal Installation or Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

2.05 CONSTRUCTION SCHEDULE

1. The CONTRACTOR shall prepare a construction schedule for this contract in conformance with the Provisions in Section 6-1, "Construction Schedule and Commencement of Work," of the Standard Specifications.

2. The CONTRACTOR shall be responsible for establishing a construction schedule for removal of existing signing and striping and installation of the new traffic signal within the limits as shown on the Plan(s). This schedule will be subject to review and approval by the CITY ENGINEER before any of these processes begin. Where areas of additional removal are found to be needed during the course of this work, the CITY ENGINEER may provide for such work to be performed by other forces or direct that it may be performed by the CONTRACTOR as a change in the work.

2.06 WATER

1. The CONTRACTOR shall make arrangements with the BELLFLOWER- SOMERSET MUTUAL WATER COMPANY to obtain water from
designated fire hydrants at or near the project for use in dust control and soil compaction. It shall be the responsibility of the CONTRACTOR to pay for the water and any deposits required.

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2. The cost to furnish and apply water shall be considered as included in the lump sum price paid for the Traffic Signal Installation or Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

2.07 DRAWING & SPECIFICATIONS; (AS-BUILT DRAWINGS)

1. The CONTRACTOR shall maintain on the job sites, a set of full-size blueline or blackline prints, to which the CITY ENGINEER or his/her representative shall have access at all times.

2. The Plans, Specifications, and other Contract Documents will govern the project. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, shall be as though shown or mentioned in both.

3. While it is believed that much of the project will be shown on the Plans or indicated in the Specifications, this does not warrant the completeness or accuracy of such information. The CONTRACTOR shall ascertain the existence of any conditions affecting the cost of the project which would have been disclosed by a reasonable examination of the sites.

4. On these Plans the CONTRACTOR shall mark all as-built conditions, locations, configurations, and other details that may vary from the details represented on the original drawings. This master record of as-built conditions, including all revisions made necessary by Addenda, Change Orders, and the like, shall be maintained up to date during the progress of the work.

5. In the case of those drawings that are superseded by final shop drawings, the as-built drawings shall be updated by indicating how those portions are superseded.

6. Upon completion of the work and prior to final acceptance, legible, as-built drawings shall be turned over to the CITY ENGINEER.

2.08 STORM WATER POLLUTION PREVENTION PLAN

Unless otherwise approved by the CITY ENGINEER, the CONTRACTOR shall prepare a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the guidelines established by the State Water Resources Control Board (SWRCB) as described in the publication entitled, California Storm Water Best Management Practice Handbook, Construction Activity, in order to comply with the National Pollution Discharge Elimination System (NPDES) regulations.

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The SWPPP must be completed prior to the start of construction and in general shall describe storm water quality controls during construction and post- construction controls. The SWPPP shall be reviewed and approved by the CITY prior to the start of construction. The CITY shall submit a Notice of Intent (NOI) and a Notice of Termination (NOT) for the project.

2.09 CLEANUP AND RESTORATION OF SURFACES

1. The CONTRACTOR shall, as directed by the CITY ENGINEER, remove from all public and private property at its own expense all temporary structures, rubbish and waste materials resulting from its operations. This includes temporary work area obtained by the CONTRACTOR.

2. All existing surfaces, whether asphaltic or concrete, Portland Cement concrete, permanent fencing and barriers, landscape material such as turf, trees, shrubs, gravel, etc., or other, shall, after construction, be restored to a condition at least equal to that which existed prior to construction. All restoration shall be in-kind except in those areas where details indicate to the contrary. The details of those areas will govern.

3. Restoration shall include, but not be limited to, the replacement of landscape planting and irrigation system, and pavement striping which are disturbed by the CONTRACTOR’S operations in the course of work.

4. Payment for this work shall be considered as included in the lump sum price paid for the Traffic Signal Installation and Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

2.10 SPECIFICATIONS AND DRAWINGS FURNISHED TO

CONTRACTOR

The CITY will furnish to the CONTRACTOR four (4) sets of approved project Specifications, and four (4) sets of full-scale Drawings. Additional quantities of Specifications and Drawings will be furnished at reproduction cost.

2.11 PERMITS AND LICENSES

1. Permits: In lieu of Section 7-5, "Permits", of the Standard Specifications, the CONTRACTOR shall obtain permits for all work within the CITY, County and State public right-of-way, and the project area and will maintain proper safety and regulatory signs for such work. The CITY will waive the CITY’S permit fee.

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2. Licenses: The CONTRACTOR shall obtain and pay all costs incurred for licenses necessitated by his operations. Prior to starting any work, the CONTRACTOR and all sub-contractors, shall be required to have a City of Bellflower Business License valid for the time they are engaged in work.

3. Fees: The CONTRACTOR shall be responsible for all inspection fees required by agencies other than the CITY OF BELLFLOWER
necessitated by his operations for this project. This includes fees required for inspection work within the right-of-way of these other agencies and other public right-of-way. The cost of these fees shall be considered as included in the lump sum price paid for the Traffic Signal Installation and Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

2.12 SURPLUS MATERIALS

1. All excavated material not suitable for stockpiling that contains debris, shrubbery, asphaltic concrete, Portland Cement concrete or other deleterious material shall become the property of the CONTRACTOR.

2. Material shall be disposed of at a legally acceptable disposal site furnished by the CONTRACTOR and shall be considered as included in the lump sum price paid for the applicable Traffic Signal Installation and Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

2.13 AIR CONTAMINANTS

The CONTRACTOR shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority.

2.14 EXISTING FACILITIES

1. DESCRIPTION. This section covers the protection and preservation of existing facilities within or adjacent to the right-of-way and other construction areas, their installation, reconstruction, relocation or replacement and their demolition and removal, as specified, shown or required.

2. TYPES. Known facilities consist of existing roads, sidewalk, landscaping, irrigation, walls, signs, ditches and associated structures, water appurtenances and telephone lines, buried communications cable, buried water pipe, buried gas pipes, buried sewer pipe, walls, fences and gates.

To the extent possible, the locations of such facilities are shown. Facilities other than those shown may exist, and CONTRACTOR shall at all times exercise care to avoid physical damage to or disruption in the service of existing facilities. Existing improvements visible at the job sites, for which no specific disposition is made on the Plans, but which could reasonably be assumed to interfere with the satisfactory completion of the -86-

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improvements contemplated by the Plans, shall be removed and disposed of by the CONTRACTOR. Where underground main distribution conduits such as water, gas, sewer, electric, telephone or cable television are shown on the Plans, the CONTRACTOR, for the purpose of preparing a bid, shall assume that every adjacent property will be served by a service connection for each type of utility. Damage caused by CONTRACTOR’S operations to facilities that are shown or otherwise indicated to CONTRACTOR by CITY ENGINEER shall be repaired or replaced by and at the expense of CONTRACTOR. When existing sidewalk is removed, entire panels shall be removed and replaced. No new joints will be allowed.

3. PROTECTION OF EXISTING FACILITIES. Before commencement and during the course of the work, CONTRACTOR shall cooperate with CITY ENGINEER and local authorities in making all reasonable efforts to determine the exact locations of facilities, which may be encountered during the course of the work. Facilities that are to remain in place, those that are to be salvaged and those that are to be repaired or reconstructed in locations outside the rights-of-way shall be protected to avoid damage.

Damage caused to such facilities due to CONTRACTOR’S negligence shall be repaired by and at the expense of the CONTRACTOR.

CONTRACTOR shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners, and which may affect or be affected by its operations. Full compensation for such work shall be considered as included in the lump sum price paid for Traffic Signal Installation and Modification bid items, and Signing and Striping bid items, and no additional compensation will be made therefore.

CONTRACTOR shall contact Underground Service Alert at 1-800-227- 2600 and shall possess a valid "USA Ticket" throughout the course of construction operations.

If during the course of excavation CONTRACTOR encounters underground facilities whose presence was not previously known or shown on the Plans, the CONTRACTOR shall immediately notify CITY ENGINEER of the location and take steps to prevent damage to the facilities. In the event that damage has already occurred, measures shall be taken to prevent further damage, and to prevent the development of dangerous conditions.

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When buried facilities, whose presence were not previously known, are encountered during the course of the work, and it is determined that such facilities must be moved, relocated or replaced, CITY ENGINEER may provide for such work to be performed by other forces, or direct that it may be performed by the CONTRACTOR as a change in the work.

4. PEDESTRIAN SAFETY. Safe pedestrian access shall be maintained through the job sites at all times.

2.15 CONSTRUCTION LIMITS

Construction shall be confined to those areas shown on the plans or as directed by the CITY ENGINEER.
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SECTION 3 - CONSTRUCTION DETAILS

3.1 TRAFFIC SIGNAL INSTALLATION IMPROVEMENTS.

The work to be done consists of civil engineering improvements, installation of new traffic signals, modification of existing traffic signals, and related traffic signing and striping; and performing all operations; furnishing all materials, equipment, and traffic control; and all necessary appurtenant work for the improvements at the following locations:

THE INTERSECTIONS OF:

• LAKEWOOD BOULEVARD AND CEDAR STREET
• LAKEWOOD BOULEVARD AND FLOWER STREET
• LAKEWOOD BOULEVARD AND MAYNE STREET
• LAKEWOOD BOULEVARD AND SOMERSET BOULEVARD

References in the Technical Provisions to "State Standard Specifications" shall mean the 2018 Standard Specifications, of the State of California, Department of Transportation. References in the Technical Provisions to "State Standard Plans" shall mean the 2018 Standard Plans of the State of California, Department of Transportation, (Caltrans) and where applicable, other standard plans noted herein or noted on the plans. Copies of these State specifications and standard plans may be obtained from:

State of California - Department of Transportation
Central Publication Distribution Unit
1900 Royal Oaks Drive
Sacramento, California 95819

Electronic file copies of these specifications and standard plans may be obtained from the Caltrans website. The furnishing and installing of traffic signals and safety lighting shall conform to the provisions of Section 86, "Electrical Work" and Section 87 “Electrical Systems” of the 2018 Standard Specifications of the State of California, Department of Transportation, and these Technical Provisions.

3.1.1 EQUIPMENT LIST AND DRAWINGS.

Equipment list and drawings of electrical equipment and material shall conform to the provisions in Section 86-1.01C(1), "Submittals - General", of the State Standard Specifications, and these Technical Provisions.

Add the following:

All equipment and hardware supplied by the CONTRACTOR shall be approved by the CITY ENGINEER prior to purchase. Submittals shall be on-hand for the pre- construction meeting.

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The CONTRACTOR is required to submit to the CITY ENGINEER "as-built" prints, prior to the CITY'S accepting the improvements. The prints shall indicate in red all deviations from the contract Plans such as location of poles, pull boxes and runs, depths of conduit, number of conductors and other appurtenant work for future references.

3.1.2 ORDER OF WORK (SUBMITTALS).

Order of work shall conform to the provisions in 86-1.01C(1), "Submittals - General", of the State Standard Specifications and these Technical Provisions.

Add the following:

Tentative project schedule shall be submitted to the Engineer within ten (10) working days after the date of the Notice of Award of Contract and/or prior to pre- work conference meeting. The schedule shall be supported by a written fully- detailed sales order acknowledgement from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered. Submitted sales order acknowledgements shall be approved by the CITY or its representative and shall be the only material or equipment used on this contract.

The first order of work shall be to pothole applicable traffic signal control equipment.

The CONTRACTOR shall furnish the CITY ENGINEER with a statement from the vendor that the order for said Contractor-provided equipment has been received and accepted by the vendor. The CONTRACTOR may perform sub-surface work consisting of the installation of conduit, foundations, and detectors, prior to receipt of all electrical materials and equipment. Above ground work shall not commence until such time that the CONTRACTOR notifies the CITY ENGINEER in writing of the date that all electrical materials and equipment are received, and said work shall start within (15) days after the said date.

No materials or equipment shall be stored at the job site until receipt of said notification by the CITY ENGINEER. The job site shall be maintained in neat and orderly condition at all times. All salvaged equipment shall become property of the CONTRACTOR, unless otherwise indicated on the Plan, and will be removed and disposed of by CONTRACTOR. The CONTRACTOR shall be responsible for transporting all signal equipment hardware to/from the job site.

3.1.3 FOUNDATIONS.

Foundations shall conform to the provisions in Section 87-1.03E(3) “Concrete Pads, Foundations, and Pedestals", of the State Standard Specifications and these Technical Provisions.

Add the following:

It is important to note, the foundations for all CITY-provided traffic signal equipment shall be in conformance with 2018 Standard Plans and Specifications, with exception to the pedestrian push-button posts that shall -90-

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be in conformance to the 2015 ‘Non-Revised’ Standard Plans and Specifications.

In addition, the City has completed pot hole investigations (large poles only) during the project design with a pot hole report available upon request.

CONTRACTOR shall remove the entire traffic signal pole foundations complete, where indicated on Plans.

CONTRACTOR shall remove the top part of the existing signal foundation to a minimum of 12” below finished grade, where indicated on Plans.

All new foundation concrete shall be vibrated when poured to eliminate air pockets.

Flyash substitutes and/or admixtures shall not be permitted. A 28" traffic cone with reflective sleeve shall be bolted to all exposed anchor bolts during the period between installation of the foundation and installation of the standard or cabinet. A plywood or aluminum adapter may be used to secure the traffic cone to the anchor bolts.

Costs to install foundations for posts and standards as indicated on the Plans shall be included in the lump sum price paid for the Traffic Signal Installation and Modification bid items, and no additional compensation shall be allowed therefor.

3.1.4 STANDARDS, POLES, STEEL PEDESTALS, AND POSTS.

Standards, steel pedestals and posts shall conform to the provisions in Section 87-

1.03J, "Standards, Poles, Pedestals, and Posts", of the State Standard Specifications, State Standard Plans, and these Technical Provisions.

Add the following:

New traffic signal poles, signal and luminaire arms, and anchor bolts shown on Plans shall be owner-furnished (CITY) and CONTRACTOR installed. The signal pole/arm equipment for these intersections is galvanized steel (i.e., non-ornamental). CONTRACTOR shall make arrangements with the CITY for pickup and delivery to the job sites. It is important to note, the signal equipment shall be in conformance with 2018 Standard Plans and Specifications, with exception to the pedestrian push-buttons that shall be in conformance with 2015 ‘Non-Revised’ Standard Plans and Specifications. -91-

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New standards shall be installed with three (3) feet minimum clearance between the pole face and curb face, unless otherwise shown on Plans. CONTRACTOR shall obtain CITY approval for exact equipment locations prior to final placement.

Standards shall be set at grade in unpaved areas or at existing or future sidewalk grade level.

New standards shall not be erected or installed until the new concrete foundations have set at least one week and all new conduit, pull boxes, wiring, and other underground installation is complete and in place; and new signal faces, signs, and other materials required to complete the installation in its entirety have been inspected, and are in the CONTRACTOR'S possession and available for immediate installation.

If applicable, CONTRACTOR, at his/her own expense, shall arrange for the filling of any unused “old” or wrong holes that are left in the pole shafts and signal or luminaire arms, per Caltrans specifications.

The cost of installing all standards, poles, steel pedestal and posts, including CITY- furnished equipment and anchor bolts, shall be included in the Lump Sum price paid for the Traffic Signal Installation and Modification bid items, and no additional compensation shall be allowed therefor.

3.1.5 CONDUIT.

Conduit shall conform to the provisions in Section 86.1.02B, "Conduit and Accessories" and Section 87-1.03B(3), “Conduit Installation Underground”, of the State Standard Specifications, and these Technical Provisions.

Add the following:

Boring or drilling methods shall be used for the installation of new conduit, as trenching in pavement method is not allowed.

Rigid metal drill rod to be used as a drilling or jacking rod for new conduit shall be fitted with suitable drill bits for the size as approved by the Engineer. Conduit runs shall be installed continuous in type material from the beginning to the terminating end of the run.

Conduit shall be installed at a depth of not less than (30) inches below grade or greater than (48) inches below finished grade in all areas, unless otherwise specified on Plans.

Except as otherwise noted, all conduit shall be Type 3 (rigid non-metallic type) conduit--PVC Schedule 80. All conduit shall be 2" minimum diameter, unless otherwise noted on the Plans. Bell ring type bushings shall be used on all PVC conduits.
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Non-metallic type conduits, without a grounding conductor, shall have a bare #8 AWG solid copper wire that shall terminate at each pull box and at the ends of conduit runs. Eighteen (18) inches of the solid copper wire shall be coiled in each pull box.

After conductors have been installed, the ends of conduits terminating in pull boxes; the controller cabinet or other terminating facilities shall be sealed with an approved type of sealing compound.

Conduit installation for SCE connections shall conform to all applicable SCE requirements.

Conduit runs are shown schematically in the desired locations. Field conditions at the time of construction may dictate minor changes to facilitate the CONTRACTOR’S work. Such minor changes will not constitute extra work. Actual installation shall be done in the most direct manner or as directed by the CITY ENGINEER, and must be shown on the As-builts.

Signal Interconnect:

There is existing 2” conduit with one (1) 25-pair or 12-pair, #19 gauge signal interconnect cable (SIC) running along the east-side of Lakewood Boulevard through the project intersections. CONTRACTOR shall carefully pull back and reuse the existing cable from the existing controller cabinets on Lakewood Boulevard, and re-install or install new SIC in new signal interconnect conduit runs, as indicated on Traffic Signal Interconnect Plan. CONTRACTOR shall re-connect the interconnect cable as directed by the ENGINEER.

3.1.6 PULL BOXES.

Pull boxes shall conform to the provisions in Section 86-1.02C, “Pull Boxes” of the State Standard Specifications and these Technical Provisions, except as amended herein.

Add the following:

Pull Boxes shall be placed with their tops flush with surrounding finish grade.

Replace the entire subsection with the following:

Pull boxes, covers and extensions for installation in the ground or in sidewalk areas shall be of the sizes and details shown on the Plans and shall be pre-cast of reinforced Portland Cement Concrete (PCC). Plastic pull boxes shall not be used.

All pull boxes shall be Christy Concrete Products, Inc. with Fiberlyte lid, or approved equal.

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The amount of pull boxes shown on the Plans is to be installed as a minimum. The CONTRACTOR may, at no additional cost to the CITY, install additional or larger pull boxes to facilitate the CONTRACTOR’S work, with the approval of the ENGINEER.

In unimproved areas, if applicable, install pull box markers and marker posts.

Markers shall be Type L.

Pull box installation shall conform to the provisions in Section 87-1.03C(1), "Installation of Pull Boxes - General", of the Caltrans Standard Specifications.

Within the pull box, the conduit shall be placed in a manner such that the lowest portion of the opening shall be a minimum of two (2) inches above the grouted bottom of the pull box, and the upper portion of the opening shall be a minimum of eight (8) inches from the top of the pull box. The conduit shall also be placed in a manner that will allow any cables/wires to be pulled in a straight line and clear the side of the pull box by a minimum of two (2) inches (angle of exit.)

No new or existing pull box shall be located within one (1) foot of any wheelchair ramp.

Subsection 86-1.02C(1), “Pull Boxes - General,” of the State Standard Specifications is supplemented and amended as follows:

Covers for pull boxes shall be marked as follows:

(a) “TRAFFIC SIGNAL”: Where pull box contains traffic signal conductors with or without street lighting conductors. Traffic signal conductors include all field wiring, and loop detector conductors and video coaxial cables.

(b) “TRAFFIC S.I.C.”: Traffic Signal Interconnect copper cable.

(d) “STREET LIGHTING”: Where a pull box contains street lighting conductors only. “HIGH VOLTAGE” shall be added where street lighting voltage is above 600 volts.

(e) “TELEPHONE”: Where pull box contains telephone conductors only.

(f) “EDISON”: Where pull box contains Southern California Edison Company conductors.

Pull box lids shall be the type that locks down.
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-17

3.1.7 CONDUCTORS, CABLES, AND WIRING.

Conductors and wiring shall conform to the provisions in Section 86-1.02F(1)(c)(i), "Conductors and Cables - General", and Section 87-1.03 (F)(2)(c)(iii), "Conductors Signal Cables", of the State Standard Specifications, and these Technical Provisions.

Add the following:

Signal cable shall be installed continuously between terminal box and controller cabinet, no splicing will be allowed.

All other conductors shall be THW type. The CONTRACTOR shall provide new conductors unless otherwise shown on the Plans or provided for in these Technical Provisions. Nylon jacketed conductors shall not be used.

Conductors No. 8 AWG and larger shall be stranded. Plastic conduits containing power circuit conductors shall have a bare No. 8 AWG solid grounding copper conductor that shall terminate at each pull box at the ends of the conduit run.

Conductors No. 10 AWG or larger shall be spliced by the use of “C” shaped compression connector, and soldered.

Splices shall be Type C insulated by Method B as shown on State Standard Plan ES-13A.

3.1.8 SPLICE INSULATION.

For wire, splice insulation shall conform to the provisions in Section 87-1.03H, "Conductor and Cable Splices" and Section 87-1.03H(2), "Splice Insulation Methods", of the State Standard Specifications, and these Technical Provisions.

Add the following:

Conductors No. 10 AWG or larger shall be spliced by the use of "C" shaped compression connectors.

Splices shall be insulated by Method "B".

3.1.9 BONDING AND GROUNDING.

Bonding and grounding shall conform to the provisions in Section 86-1.02(F)(c)(ii), "Bonding Jumpers and Equipment Grounding Conductors", of the State Standard Specifications, and these Technical Provisions.

Add the following:
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-18
Grounding jumper shall be attached by a 3/16 inch or larger brass bolt in the signal standard or controller pedestal and shall be run to the conduit, ground rod or bonding wire in adjacent pull box. Grounding jumper shall be visible after cap has been poured on foundation.

3.1.10 SERVICE CABINET.

Electrical service installation shall conform to the provisions in Section 86-1.02P(2), “Service Equipment Enclosures” of the State Standard Specifications and these Provisions, except as amended herein.

Add the following:

CONTRACTOR to supply a new 120/240-volt Type III-BF (modified) aluminum service cabinet with 100-Amp main meter service, complete with meter socket and breakers, as specified on the applicable Traffic Signal Plans.

Circuit breakers shall be installed in a vertical position, handle up for “On” and handle down for “Off”. Circuit breaker shall be industrial grade, Westinghouse Quicklag C, or approved equal.

Type V photoelectric control contactor and test switch assembly shall be installed in the service cabinet. Photoelectric control contactors shall be as follows:

Luminaires - (1) 3-pole 65-amp
IISNS (possible future) - (1) 3-pole 65-amp

The safety lighting shall be unmetered. Photoelectric control assembly for the safety lighting shall be installed within the circuit breaker compartment of the service cabinet enclosure, and easily accessible to CITY/SCE staff after installation of the electrical service.

It shall be the CONTRACTOR’S responsibility to verify the location of, and to make arrangements for providing the necessary electrical connections for the traffic signal and lighting system. The CITY will be responsible for the costs from the electrical utility provider. CITY will pay all connection fees and sign authorization for power connection.

Electrical service equipment installations and service conduit runs shall conform to Southern California Edison (SCE) requirements. CONTRACTOR shall contact SCE Service Planners, Mr. La Verne Francisco at (213) 598-1231, for coordination and pre-construction conference regarding the necessary tasks for establishing the service point. CONTRACTOR shall pay all fees for services and permits, including labor, materials, and inspection for establishing service by SCE. -96-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-19
The CONTRACTOR shall notify the CITY ENGINEER in writing at least (15) calendar days in advance of the date on which he desires any service connections or disconnects to be made. The CONTRACTOR shall be entitled to no extension of time or other compensation for any delay to this operation resulting from his failure to give the prescribed notification.

The bid item price for the Traffic Signal Installation and Modification bid items shall include the costs to provide all necessary hook-ups, breakers, conduit and conductors, labor, materials, tools, and equipment necessary to install the service in place as shown on Plans, and no further compensation shall be allowed therefor.

3.1.11 TESTING.

Testing shall conform to the provisions of the State Standard Specifications, and these Technical Provisions.

Add the following:

CONTRACTOR shall furnish and provide new controller cabinet assemblies shown on the applicable traffic signal Plans and Specifications.

CONTRACTOR shall have controller and complete cabinet assembly tested by the testing lab at the City of Santa Fe Springs, which is the CITY OF BELLFLOWER’S traffic signal maintenance contractor. Before the cabinet is released from the testing lab, the ENGINEER or its representative will inspect and give authorization of its release. If cabinet is released without authorization, CONTRACTOR shall return the cabinet to the testing lab at its expense. CONTRACTOR is responsible for paying all costs for testing.

Turn-on of the new traffic signal system shall be made on Monday through Wednesday only, and not on the day preceding a legal holiday. The CITY ENGINEER shall be notified at least (1) week prior to the intended "turn-on". The CITY ENGINEER will then schedule a pre-turn-on inspection for the workday prior to turn-on. The CONTRACTOR shall be present for the pre-turn-on inspection and shall make all repairs prior to the scheduled turn-on.

The signal turn-on shall be scheduled for 10:00 A.M. on Tuesday, Wednesday or Thursday and representatives of the CONTRACTOR, CITY, City of Santa Fe Springs technician, a qualified representative directly employed by the controller manufacturer, and necessary sub-contractors, shall be present at that time. If the signal cannot be made fully operational by 1:00 P.M., the sites shall be secured for non-signal operation and the CONTRACTOR will be directed to reschedule the turn-on.

All new roadway signing, striping, markers and markings shall be in place prior to the signal turn-on. Delays due to scheduling and re-scheduling of signal turn-on are the responsibility of the CONTRACTOR and are subject to liquidated damages. -97-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-20

3.1.12 CONTROLLER ASSEMBLY.

Controller assembly shall conform to the provisions in Section 86-1.02Q(3), "Controller Cabinets", of the State Standard Specifications, these Technical Provisions, and NEMA TS-2 standards.

Replace with the following:

A Model 170E controller with 233MC1 program and appurtenances in a new Type 332L aluminum cabinet assembly, shall be furnished and installed by the CONTRACTOR, as indicated on the applicable traffic signal Plans.

CONTRACTOR shall provide concise submittals of the cabinet, its layout, and wiring diagrams complete with identified field connections, including signal interconnect, before construction.

The CONTRACTOR shall arrange to have a representative of the ENGINEER and a City of Santa Fe Springs technician, and qualified representatives from the controller supplier, present at the time the newly signalized intersections are ‘turned-on’. The representatives shall be fully qualified to work in the controller assembly. The ENGINEER’S representative shall be notified at least (48) hours prior to the turn on.

3.1.13 CONTROLLER CABINET.

Controller cabinet shall conform to the provisions in Section 86-1.02Q(3), "Controller Cabinets", of the State Standard Specifications, these Technical Provisions, and NEMA TS-2 standards.

Replace with the following:

For the applicable intersections along Lakewood Boulevard, a Model 170E controller with 233MC1 program and appurtenances in a new Type 332L aluminum system cabinet assembly, including GPS device, shall be furnished and installed by the CONTRACTOR as indicated on the traffic signal Plans.

CONTRACTOR shall have the controller and cabinet assembly tested by the testing lab at the City of Santa Fe Springs, which is the CITY OF BELLFLOWER’S traffic signal maintenance contractor. CONTRACTOR is responsible for paying all costs for testing.

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-21
CONTRACTOR shall be responsible for all damage sustained to the new signal cabinets as a result of the transportation and equipment installation, and all corrective action shall be performed at the CONTRACTOR’S expense.

Costs for installation of the new controller/cabinet assemblies, as indicated on the traffic signal Plans, shall be considered to be included in the price paid for the Traffic Signal Installation and Modification bid items, and no additional compensation will be allowed.

3.1.14 VEHICLE SIGNAL FACES AND SIGNAL HEADS.

Vehicle signal faces, signal heads and auxiliary equipment, as shown on the Plans, and the installation thereof, shall conform to the provisions in Section 86-1.02R, “Signal Heads” of the State Standard Specifications, and these Technical Provisions.

Add the following:

New traffic signal vehicle heads, including LED signal modules, shown on the Traffic Signal Plans shall be owner-furnished (CITY) and CONTRACTOR installed. CONTRACTOR shall make arrangements with the CITY for pickup and delivery to the job sites. CONTRACTOR is responsible for furnishing the through-bolts.

Where a signal face is to be supported by a Type MAS side attachment slip-fitter inserted between (2) signal sections, a spacer or spacers shall be placed between the (2) sections. The vertical dimension of spacers shall permit proper seating of the serrations between the slip-fitter and the (2) sections. Holes in spacers shall align with front holes in the section housings.

In addition to the fastening through the large openings in the housing, the (2) sections shall be joined with at least (2) bolts through the holes near the front of the housings and spacers, and through matching holes in a reinforcing plate installed within each housing. Spacers shall be made of the same material as the signal housing. Reinforcing plates shall be aluminum with a minimum thickness of 0.125- inch and shall be painted to match the housing. Bolts for joining signal sections shall be either stainless steel or cadmium-plated steel with round or binder heads.

In addition to Section 86-1.02R(2), "Signal Mounting Assemblies," of the State Standard Specifications, the following Technical Provisions shall apply whenever a terminal compartment is required:

The terminal block shall be mounted vertically and to the side of the cable inlet guide. Sufficient lateral spacing shall be provided to allow pulling and connecting of incoming conductors without removal of the terminal block mounting screws. A minimum of one (1)-inch clearance shall be provided between the terminal block and all inside walls of the terminal compartment.
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-22
The terminal compartment shall be provided with a captive hinged access door.

With the door open, there shall be a minimum of ten-by-four-inch (10" x 4") access to the terminal compartment for connection and inspection of the terminal block.

The door shall be equipped with a neoprene gasket, permanently secured, to prevent water from entering the terminal compartment and captive screws for securing door. The mounting bolt spacing and cable guide location shall be as dimensioned on drawing ES-4D of the State Standard Plans.

All new signal indications shall utilize light emitting diode (LED) signal modules. All LED signal modules shall conform to Section 86-1.02R(4)(b), “LED Signal Modules,” of the Caltrans Standard Specifications and these Technical Provisions.

LIGHT EMITTING DIODE SIGNAL MODULE
LED modules shall be new, manufactured by Dialight Corporation, or approved equal, and hard-wired in vehicle heads (no screw-in type). The specific models to be used in this project are the following:

Indication Model No.

Red Ball 433-1270-003XL
Yellow Ball 433-3270-901XL
Green Ball 433-2270-001XL
Red Arrow 432-1374-001XOD
Yellow Arrow 431-3374-901XOD
Green Arrow 432-2374-001XOD

3.1.15 PEDESTRIAN SIGNALS.

Pedestrian signals shall conform to the provisions in Section 86-1.02S, "Pedestrian Signal Heads," of the State Standard Specifications and these Technical Provisions.

Add the following:

New pedestrian heads, including LED countdown ped modules, shown on the Traffic Signal Plans shall be owner-furnished (CITY) and CONTRACTOR installed. CONTRACTOR shall make arrangements with the CITY for pickup and delivery to the job site. CONTRACTOR is responsible for furnishing the through-bolts.

New pedestrian signals shall be metal and Type A.
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-23
LIGHT EMITTING DIODE PEDESTRIAN FACE “SIDE-BY-SIDE HAND AND PERSON”

LED “Hand and Person” Pedestrian Signal modules shall be new, manufactured by Dialight Corporation, or approved equal, and hard-wired in vehicle heads (no screw-in type). The specific model to be used in this project for this type of indication is the following:

Indication Model No.

Pedestrian Signal (16”x18”) 430-6479-001X

3.1.16 DETECTORS.

Detectors shall conform to the provisions in Section 86-1.02 F (1)(c)(iii), "Inductive Loop Conductors", Section 86-1.02 F(1)(d)(iii), "Detector Lead In Cables", and Section 87-1.03V, "Detectors", of the State Standard Specifications and these Technical Provisions.

Add the following:

Loop Detection:

Loop detector conductors shall be Type 2. Loop detector lead-in cables shall be Type B.

Loops shall be Type “E” and Type “E (modified)” spaced (10) feet apart, unless shown otherwise on Plans.

All cuts shall be sealed with a sealant in accordance with the State of California Specification for Hot-Melt Rubberized Asphalt Sealant per Section 86-1.02W(4) of the State Standard Specifications.

Loop wires in home runs, beginning at each loop, shall be tightly twisted together with a minimum of five (5) turns per foot. Home runs shall be cut to a sufficient width to accommodate the twisted wire.

All loops shall be connected in series. Splices shall use butt-splice connectors and shall be soldered by the hot-iron. No open flame shall be used on soldered connections. Wires for each loop shall be marked with bands of colored tape to designate loop number, starting at the crosswalk in the number one lane and proceeding away from the intersection, then to the crosswalk in the number two lane, and so on. All DLC in cabinets shall also be labeled with designation call outs on the Plan.

Video Detection:

CONTRACTOR shall carefully remove and reuse the existing video detection equipment, including cabling, for the intersection of Lakewood Boulevard and Somerset Boulevard, as indicated on Plans.

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-24

3.1.17 PEDESTRIAN PUSH BUTTONS.

Pedestrian push buttons shall conform to the conditions described in Section 86-

1.02U, "Push Button Assemblies," of the State Standard Specifications and these Technical Provisions.

Add the following:

New pedestrian push button assemblies shown on the Traffic Signal Plans shall be owner-furnished (CITY) and CONTRACTOR installed. CONTRACTOR shall make arrangements with the CITY for pickup and delivery to the job site.

CONTRACTOR is responsible for furnishing the mounting through-bolts.

New pedestrian push-button assemblies shall be Type B with a 50mm, minimum, diameter actuator button. Pedestrian push-button assemblies shall be Polara Engineering, Inc. Bulldog Pedestrian Pushbutton Assemblies (Model BDL3).

Push-button signs shall be porcelain enameled metal and shall have the pedestrian symbol with the respective arrow direction. The signs shall attach to and be securely supported by the framework. Fasteners used shall be stainless steel tamper-proof screws for pedestrian push-button assemblies.

3.1.18 LUMINAIRES.

Replace with the following:

CONTRACTOR shall furnish and provide the following luminaire safety lighting as indicated below and on signal Plans:

Leotek GCM (LED) safety lighting, or approved equal, to provide above standard lighting for pedestrian facilities. The part number is: GCM3-60J-MV-40K-3R-XX- 190 (130W). Fixtures submitted as an equal must be submitted for review as no later than 10 days before the bid date. Samples are required at manufacturer cost.

Housing: Luminaire housing with integral cooling fins shall be die cast aluminum with universal four-bolt slip fitter for mounting to 11/4” to 2” (15/8” to 23/8” O.D.) diameter mast arm. Housing must be similar shape to traditional cobra head.

Electrical components shall be accessed without tools and are mounted on power door.

Conductors from power supply to terminal block and LED board must be spliced with quick style electrical disconnects. Photocontrol receptacle is standard and shall be rotatable without tools. Leveling steps must allow for tilt adjustment from - 5° to 10°. Power door must open away from the pole.

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-25
Light Emitting Diodes: Hi-flux/Hi-power white LEDs shall produce a minimum of 70% of initial intensity at 74,000 hours of life. LEDs shall be tested in accordance with IESNA LM-80 testing procedures. They shall have a mean correlated color temperature of 4300K (standard) ± 300K and a minimum CRI of 65.

Optical Systems: Micro-lens optical systems shall produce IESNA Type 2 and Type 3 distributions. Fixture shall not use acrylic or plastic exterior lens over the LEDs.

Luminaire shall be classified as “full-cutoff” and produce 0% total lumens above 90⁰.

Electrical: Power supply shall have a minimum power factor of .90 and <20% Total Harmonic Distortion (THD). EMC shall meet or exceeds FCC CFR Part 15.

Transient voltage shall comply with ANSI C62.41 Cat. A. Power supply shall be field adjustable without tools to 350mA, 530mA, or 700mA drive current.

Finish: Housing shall receive a fade and abrasion resistant, epoxy polyester powder coat, RAL 39/70010, ASA 70 light gray finish standard.

Accessories: Optional brackets shall be available for mounting luminaires to square poles, round poles, and post top tenons. Optional flush mounted house side shield shall cut off light at ½ mounting height behind the luminaire and be factory or field installable. Housing shall be able to accept three attachment mounted bird spider.

Listings/Ratings/Warranties: Luminaires shall be UL listed for use in wet locations in the United States and Canada. Optical systems shall maintain an IP66 rating.

Product must be covered by a 10-year limited warranty.

Photometry: All luminaires shall be photometrically tested by certified independent testing laboratories in accordance with IESNA LM-79 testing procedures. Test report shall specify that the luminaire is classified as “Full Cutoff”. “Factored” IES files or test reports will not be accepted.

IESNA Data: All product LM79/LM80 data must be currently available and product must meet or excel currently published LM/W & BUG results of the Leotek model specified by City to be considered equal.

Samples for Approval/Preapproval: Proposed samples must be supplied & available to the City at least 10 days prior to approval of product.

Other: Manufacturer must not be involved in any intellectual property disputes regarding its product or product attributes.
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-26
The contract lump sum price bid for the installation of the safety lighting equipment shall be considered to be included in the price paid for the Traffic Signal Installation and Modification bid items and no additional compensation will be allowed, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the lighting installation related work involving installing, placing, and the components of new traffic control lighting system as specified on the Plans, in these Technical Provisions and as directed by the CITY.

3.1.19 REFLECTIVE STREET NAME SIGNS.

Replace with the following:

As indicated on certain Plans, CONTRACTOR shall carefully remove existing RSNS signs and reuse them on the new signal equipment.

New reflective street name signs (RSNS) assemblies shown on the Traffic Signal Plans, including mounting brackets, shall be owner-furnished (CITY) and CONTRACTOR installed. CONTRACTOR shall make arrangements with the CITY for pickup and delivery to the job site.

New RSNS signs shall be installed on the signal mast-arms as noted on the pole schedule of the traffic signal Plans. The location of the sign on the mast-arm may be adjusted (away from the standard only) to increase sign visibility.

As the intersection of Lakewood Boulevard/Somerset Boulevard is shared with the City of Paramount, the following specifications shall be followed for the applicable IISNS sign(s).

87-4 SIGNAL AND LIGHTING SYSTEMS

87-4.02 Materials.
87-4.02A General. Signs shall be internally illuminated street name signs.

Details of color, style, borders, and spacing shall conform to the standards established by City of Paramount. "Periods" shall not be used on abbreviations.

A scale layout for each legend shall be submitted to the Engineer for approval prior to fabrication.

87-4.02C Internally Illuminated Street Name Signs.

A ½-inch close nipple and LB condulet shall be installed on the mast arm at the coupling point. The cable between sign and condulet shall be 3-conductor AWG No. 16, Type SJO. The green conductor of the cable shall be used for grounding between sign housing and condulet.
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-27
The cable shall enter the sign housing and condulet through neoprene brushed CGB connectors. The cable shall be dressed in a neat arc between sign and condulet with sufficient slack to facilitate sign swing.

LED Internally Illuminated Street Name Signs shall be Temple, Inc. Edge-Lit RAZOR model. Sign length shall not exceed 8 feet or exceed 65 pounds. Each LED sign shall be equipped with a factory installed button-type photo electric control.

87-4.04 Payment. Payment for internally illuminated street name signs equipment and appurtenances shall be included in the lump sum price bid for the applicable traffic signal modification as shown on the Plans, and no additional compensation will be allowed.

87-21 EXISTING ELECTRICAL SYSTEMS

87-21.03 Construction.

87-21.03B Maintaining Existing Electrical Systems. All work and materials required to keep the existing traffic signal and street lighting systems operational, including temporary traffic signal poles and wiring per Section 87-20 “Temporary Electrical Systems” will be considered as included in the lump-sum price bid for traffic signal modification and installation work, and no additional compensation will be allowed therefor.

3.1.20 PAYMENT.

Full compensation for conforming to the requirements of the applicable Traffic Signal Installation and Modification bid items shall include:

1. all works required under the Project Plans and these Technical Provisions;

2. installation of foundations, conduit, pullboxes, wiring, bonding and grounding, safety lighting, RSNS, IISNS, applicable electrical systems, loop detection, relocate video detection system, as well as installation of applicable CITY- furnished traffic signal pole assemblies, vehicle & pedestrian heads, and pedestrian push buttons will be included in the contract unit price for traffic signal installation and modification bid items;

3. furnishing all labor (including various signal related technicians on turn-on day), tools, materials, equipment and incidentals necessary for doing the work, complete in place, as shown on the Plans and as directed by ENGINEER in field;

4. and all related costs shall be considered as included in the lump sum bid price paid for the applicable Traffic Signal Installation and Modification bid items, and no additional compensation will allowed therefore.

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-28

3.2 SIGNING AND STRIPING IMPROVEMENTS.

In regards to signing improvements…

Add the following:

SECTION 82: SIGNS AND MARKERS

All signing shown on Plans shall be standard size, unless otherwise indicated, and be installed, relocated, or removed by CONTRACTOR at his/her own cost.

Signs - All regulatory and warning roadway signs shall be 0.80 inch aluminum and shall have 3M diamond (DG3) grade prismatic retro-reflective sheeting 3930-series with 1160-series protective graffiti film, unless otherwise specified, shall conform to the latest California MUTCD standards, and mounted on metal posts.

As applicable, fluorescent yellow-green warning signs shall be 0.80 inch aluminum and 3M diamond grade, 4083-series retro-reflective sheeting with 1160-series protective graffiti film, or approved equal.

As applicable, fluorescent yellow warning signs shall be 0.80 inch aluminum and 3M diamond grade, 4081-series retro-reflective sheeting with 1160-series protective graffiti film, or approved equal.

Posts - All metal posts shall be 12-gage galvanized steel square (quick-punch) poles; and anchor shall be Anchormate 2-1/4” sq. x 30”/2-1/2”sq x 12”.

Sign Location - The actual location of all roadway signs shall be approved by the CITY ENGINEER, or his designated representative, prior to installation.

In regards to striping improvements…

SECTION 310 – PAINTING

310–5 PAINTING VARIOUS SURFACES

310-5.6 Painting Traffic Striping, Pavement Markings and Curb Markings. If applicable, curb markings shall conform to the provisions in subsection 310-5.6.

For traffic stripes and pavement markings, delete the applicable subsection 310-5.6 and replace with Section 84, “Traffic Stripes and Pavement Markings” of the Caltrans Standard Specifications.

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-29
84-1.01 Description. Replace the first two paragraphs with the following:

This work shall consist of installing traffic stripes (traffic lines) and applicable pavement markings at the specified locations and in accordance with the details shown on the Plans or designated by the ENGINEER, and as specified in these Specifications and Technical Provisions.

Any removal of existing traffic stripes and markings shall be accomplished by the wet sandblasting method or waterblasting method, and includes removal of raised pavement markers. The machine used for this purpose shall meet all requirements of the air pollution control district having jurisdiction in the project area. All sand used in wet sandblasting shall be removed without delay.

Painting or re-painting of curb markings shall be painted with an approved water- based paint with a 2-year guarantee against color fading.

All new striping and markings shall be cat-tracked and approved by the CITY ENGINEER, or his designated representative, prior to final installation.

All traffic lane striping, marked crosswalks, limit lines, and pavement legends shall be thermoplastic, as indicated per Plans.

Stripes and pavement legends shall be reflectorized.

As the intersection of Lakewood Boulevard/Somerset Boulevard is shared with the City of Paramount, the following specifications shall be followed for the applicable marked crosswalk across the west leg.

Furnish and apply CycleGrip MMAX coating for crosswalk located at the intersection of Lakewood Boulevard Somerset Boulevard, including all surface preparations and traffic control.

SECTION 210 - PAINT AND PROTECTIVE COATINGS

210-1 PAINT

210-1.5 Paint Systems. Add the following:

210-1.5.1 Paint System. The crosswalk coating shall be CycleGrip MMAX Methyl Methacrylate Treatment as produced by Ennis-Flint. CycleGrip MMAX is available through Ennis-Flint, or an authorized distributor of Ennis-Flint. Company Website www.ennisflint.com . Telephone Number 800-331-8118.

210-1.5.2 Color. Brick Red (PMS-7624C).
210-1.6 Product Specifications. See Appendix I below.

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TP-30

SPECIAL PROVISIONS

PART 3

CONSTRUCTION METHODS

SECTION 310 – PAINTING

Add new section as follows:

310-6 CROSSWALK COATING

310-6.1 General. The coating application shall occur on the west leg crosswalk located at the intersection of Lakewood Boulevard and Somerset Boulevard. The Contractor shall verify with the City Engineer for the exact limits of the crosswalk.

310-6.1.1 Surface Preparation. Surfaces to be coated shall be clean of dirt, existing coating, grime, efflorescence, lime runs, form oils and release agents, grease, mud, excess mortar, mold and mildew, and any other deleterious substance.

310-6.1.2 Coverage. Consult the manufacturer's literature and the manufacturer's representative to determine coverage rates for the surface to be coated.

310-6.1.3 Warranty Protection. Refer to manufacturer’s literature.

310-6.1.4 Application. Application shall be in strict accordance with the manufacturer's current printed directions and instructions and be observed by the manufacturer's representative during the application.

310-6.1.5 Cleanup. Remove discarded coating materials, rubbish, cans, and rags at end of each workday. Protect work of other trades.

310-6.1.6 Certification. Provide documentation of quantities of each product obtained for the work performed. This documentation is required for payment and warranty purposes.

310-6.1.7 Submittals. Contractor shall submit 2 copies of manufacturer's literature for the paint system proposed for the Engineer's review in accordance with Section 3-8 of the Greenbook.

310-6.2 Payment. Full compensation for preparing the surfaces and applying the coating for the crosswalk shall be at the contract bid unit price per square foot, and shall include all costs of materials, tools and equipment and labor, and appurtenant work required to apply the coating. In addition, payment shall include costs for all required traffic control.

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-31

APPENDIX I

CycleGrip® MMAX SPECIFICATION
Methyl Methacrylate Bike Lane Treatment

1.0 USE: CycleGrip® MMAX is a specialized bike lane treatment system that combines state-of-the-art Methyl Methacrylate resins with hardwearing aggregate and premium pigments to deliver an extremely durable, highly visible and color stable lane delineation treatment that meets the non-slip requirements needed for cyclists.

CycleGrip® MMAX shall be used to delineate bike lanes and increase bicycle lane presence in applications such as, but not limited to, corridor treatment along the length of a bike lane or cycle track especially at areas where bicycle and vehicular conflict are expected and added safety is needed.

1.1 CycleGrip® MMAX is only available through Ennis-Flint, or an authorized distributor of Ennis-Flint. Ennis-Flint Telephone Number: 800.331.8118. Company Website: www.ennisflint.com .

2.0 MATERIAL: Materials used to create CycleGrip® MMAX shall consist of CycleGrip® MMAX Resin, CycleGrip® MMAX Aggregate and catalyst. COLOR: Brick Red (PMS-7624C).

2.1 CycleGrip® MMAX Resin.

CycleGrip® MMAX resin shall have the following properties:

2.1.2 CycleGrip® MMAX resin shall be pigmented to meet the following color coordinates:

2.1.2.1 Daytime Chromaticity:

2 3 4
x y x y x y x y

0.23 0

0.7 54

0.2 66

0.5 00

0.3 67

0.5 00

0.4 44

0.5 55
The daytime luminance factor (Y) shall be at least 20, but no more than 35.

Density 8.1 +/- .35 Lbs./Gal
Tensile >400
PSI
ASTM
D638
Elongation >180
%
ASTM
D638 Flash Point >10°
C
ASTM
D1310
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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-32

2.1.2.2 Nighttime Chromaticity:

2.2 CycleGrip® MMAX aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product and will have a mesh sizing of 24 Grit.

2.3 Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/- 0.2 lbs. (.23 +/- .09 kg) per pail of resin.

3.0 APPLICATION EQUIPMENT:

3.1 Squeegees shall be designed for heavy duty usage and sourced locally.

3.2 Rollers shall be medium nap in texture and require a roller cage and handle.

3.3 Drill shall be high speed, high torque capable of supplying enough power to thoroughly mix CycleGrip® MMAX additives when paired with a paint mixing paddle.

4.0 APPLICATION:

4.1 Pre-Conditions. Aged surfaces containing reflective cracking should be repaired, or it should be expected that reflective cracking may re-appear.

4.2 Surface Preparation. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry, and free of all dust, oil, debris, and any other material that might interfere with the bond between CycleGrip® MMAX and surface to be treated.

4.2.1 Concrete. All curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed but may require shot blasting or grinding dependent on condition.

4.2.2 Chemical Contaminants. Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application.

1 2 3 4
x y x y x y x y

0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-33

4.2.3 Obstacles. Pavement markings that are to be left in place, utilities, drainage structures, curbs, and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment should be removed by grinding or water blasting. Extra care should be taken to thoroughly remove the dust and debris caused from grinding.

4.3 Mixing. Catalyst quantity shall be based on ambient and pavement temperature and must be mixed very thoroughly at specified rates and into materials listed in the materials mixing guide. Material shall mix to approximately 2.79 gallons (10.55 liters) and weigh approximately 52 lbs. (23.6 kg).

MATERIALS MIXING GUIDE

CycleGrip® MMAX
resin
CycleGrip® MMAX
aggregate
2 (7.6)

25.0 (11.34)
gallons (liters)
lbs. (kg)
Catalyst
70° F / 18° C
4 (0.12) fluid ounces (liters)

4.4 Installation. CycleGrip® MMAX shall immediately be poured on to pavement and distributed at 45-50 sq. ft. per pail using a squeegee. Trowels can be used where a squeegee is not effective. Use roller to back roll CycleGrip® MMAX to remove working lines and create a consistent, anti-slip texture. Remove masking as material gels, but before it cures.

4.5 Opening to Traffic. CycleGrip® MMAX must be 100% cured, which will be a hardened solid state, before traffic is permitted. Curing typically takes 30-60 minutes and is based on temperature and amount of catalyst added.

5.0 PERFORMANCE PROPERTIES:

CycleGrip® MMAX will have the following performance properties:

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Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-34
Density 18.5 +/- 0.5 Lbs. / Gallon
Solids >99% D2205
Build Thickness 90 +/-10 Mils
VOC 60 ASTM E303
Hardness 50-60 ASTM D2240
Water Absorption <0.25% ASTM D570

6.0 PACKAGING:

6.1 CycleGrip® MMAX resin must be supplied in compliant metal pails that have a UN1A2Y1.9/100 rating.

6.2 CycleGrip® MMAX Aggregate must be supplied in 25.0 +/- 0.5 lbs. (11.34 +/- .23 kg) pre-packaged bags or pails.

7.0 TECHNICAL SERVICES: Shall be available from the manufacture upon request.

84-3.04 Payment. Replace the entire subsection with the following:

The contract Lump Sum price for this work shall be included in the Signing & Striping Installation bid items, and include full compensation for traffic signing, striping, and applicable pavement markings, and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, necessary to complete the Work.

All costs for establishing alignment of traffic stripes, pavement markings, layout, temporary pavement painting, and sandblasting of existing lines and markings shall be included and no extra costs will be allowed.

-112-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-35
SECTION 312 – PAVEMENT MARKER PLACEMENT AND REMOVAL

Delete the entire Section 312 and replace with Section 85, “Pavement Markers” of the Caltrans Standard Specifications.

85-1.03 Construction. Add the following:

The solid 4” white lines at intersections shall have a marker installed at each end.

These markers shall be placed on the line.

85-1.04 Payment.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and placing pavement markings, complete in place, including establishing alignment for traffic striping and pavement markers, as shown on the Plans, and specified in these Technical Provisions and shall be included in the contract Lump Sum price for the Signing and Striping bid items, as specified in the specifications, these Technical Provisions, and as directed by the CITY ENGINEER.

-113-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-36
NOTE: TECHNICAL PROVISIONS TO 2018 “GREENBOOK” SPECS FOR CIVIL WORK BEGINS HERE:

PART 2 - CONSTRUCTION MATERIALS
200-2 UNTREATED BASE MATERIALS:

200-2.1 General. [Add the following]:

Base material shall be crushed aggregate base conforming to Section 200-2.2 Crushed Aggregate Base.

SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS

201-1 PORTLAND CEMENT CONCRETE.

201-1.2 Materials.

201-1.2.1 Portland Cement. [Replace first sentence of the first paragraph]:

All cement to be used or furnished shall be Type V.

201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS.

201-3.2 Pre-molded Joint Filler. The Contractor shall use 1/4" bituminous type expansion joint filler only.

SECTION 203 - BITUMINOUS MATERIALS

203-6 ASPHALT CONCRETE.

203-6.4 Asphalt Concrete Mixtures. Asphalt concrete mixtures shall be C2-PG 64-

10. -114-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-37
PART 3 – CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1 General
ADD the following sub-section where applicable:

Root Pruning, if required
The contractor shall be required to contact Contractor hired ISA (International Society of Arboriculture) Certified Arborist for review prior to any root pruning or shaving operations.

Once the roots are exposed, the Contractor ISA Certified Arborist shall review and approve the limits and methods of pruning which are prescribed. The contractor shall not remove more than is prescribed by the Contractor ISA Certified Arborist. The maximum extent of the root pruning under this work item shall be within the excavation/removal limits and to the required depth of the prescribed excavation/removals in order to accommodate the necessary ADA compliant pathway.

Root pruning and/or planning shall only be conducted in the presence of an ISA (International Society of Arboriculture) Certified Arborist on site. The Director of Public Works, or his/her authorized agent, shall be notified of any and all root pruning and/or planing activities 24 hours in advance prior to the commencement of this type of work.

Payment for any Root Pruning shall be included in the Clear & Grubbing bid item, which includes all work directly associated with the pruning, removal, haul away, and disposal of the roots to facilitate the construction of proposed improvements and no additional compensation will be allowed therefore. This item shall not include payment for any work associated with the saw cutting or excavation of the full depth R&R patch or concrete sidewalk replacement.
300-1.3 Removal and Disposal of Materials
300-1.3.1 General
ADD the following text:

All soils and materials subject to removal or disposal are subject to testing by the City.

Contractor shall be responsible for locating and protecting manhole, water valve, utility access frames and covers, survey monuments or other appurtenances buried below the existing pavement surface whether shown on the plans or not.

All existing asphalt concrete pavement that is to be joined by new construction shall be sawcut in a straight line. The Contractor shall not disturb or damage existing improvements to be protected in place. Any damage done by Contractor and/or its equipment shall be repaired or replaced as called out in Section 7-9 of the Standard Specifications at Contractor's expense. The Contractor shall call USA prior to excavation and shall "pothole" existing utilities that fall within any possible pavement "dig-out" areas and PCC improvements as necessary to determine their depth to avoid damaging said utilities.

AC pavement shall be sawcut to full depth around entire join perimeter. Removal of existing pavement sections shall be to the depth required for construction of the -115-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-38
replacement roadway sections as shown on the plans and will include the removal of existing AC pavement, cement treated base and/or aggregate base. All removed material becomes the property of the Contractor and shall be hauled away and legally disposed of properly outside of the roadway right of way.

Contractor shall be responsible for removing all weeds and plants that are found within the existing sidewalk, curb and gutter or cross gutters.

ADD the following text after paragraph c):

The following items of work are included in PCC/AC Removals:
• Saw-cutting, removal and disposal of existing concrete curb and gutter, portland cement stamped pattern color concrete crosswalks, sidewalk, cross gutter, longitudinal gutter and concrete ADA ramp within the project site and as shown on the plan or directed by the Engineer, and in addition, full-depth AC pavement (2’ slot fill) removal adjacent to the proposed concrete improvements. • Removal of excess spoil from milling, excavation, disposal of debris, shrubs, rubbish and excess material away from site and disposal and payment of all required fees at a licensed disposal site.
• Maintaining dust and erosion control at all times.
• Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans to be removed.
• Removal and disposal of any unnamed concrete improvements. • Restoration and clean-up of the site.
• Providing for traffic control (pedestrian and vehicle), and maintenance of access, security and safety including signs, barricades, flashers, covers, plates as specified elsewhere in these specifications.
• Protecting in place any and all existing utilities and other public or private improvements included but not limited to water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrants, telephone and power poles, traffic loop stub-ours and other existing structures. • Providing any means to avoid tracking of any asphaltic material (including tack coat) on existing or new asphalt pavement during paving operations within and outside of the project limits or across jurisdictional boundaries. • Removing and relocating or protecting in place any and all sprinkler lines, heads, valves, etc. interfering with construction of improvements. -116-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-39
All materials removed will be lawfully disposed of at a site secured by the Contractor. The Contractor will make every effort to recycle excavated and demolition materials. The Contractor will provide the Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.

300-1.4 Payment

ADD the following text

Payment to Remove Asphalt Concrete, Aggregate Base, Subbase and Subgrade shall be at the unit price bid in SF.

301-2 UNTREATED BASE
301-2.4 Measurement and Payment
ADD the following text:

The quantities of the crushed miscellaneous base to be paid for will be measured by the tonnage (ton) of material and no additional compensation will be allowed therefore. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload.

Payment for Install CAB shall be made at the contract unit price per TON and shall conform to the provisions of Section 301-2.4 "Measurement and Payment" of the Standard Specifications. All requirements stated above shall be included in the unit price bid per ton and no additional compensation shall be made therefore.

302-5.1 General

ADD the following text:

Asphalt Concrete surface course shall be type C2-PG64-10

Payment for Geotechnical Services during Construction (Item 47) shall be made on a lump sum (LS) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, tools, and incidentals required for doing all work involved in sampling, testing, reporting of subgrade, backfill and compaction conditions for the suitable construction of various pavement and concrete work as shown on plans and specified in this document.

302-5.9 Measurement and Payment

ADD the following text:

The quantities of the asphalt concrete leveling course to be paid for will be measured by the actual tonnage (ton) of material and no additional compensation will be allowed therefore. The Contractor shall furnish to the Engineer at the time of delivery of the -117-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-40
material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture.

Payment for Install Asphalt Concrete (C2-PG64-10) shall be included in the unit price bid per Ton. The contract unit price per ton shall include full compensation for all surface preparation, including applicable compaction as described in the bid item, furnishing all labor, materials, tools, equipment, removals, disposal, certified weigh tickets, and incidentals and for doing all the work involved.

The quantities of the asphalt concrete surface course to be paid for will be measured by the actual tonnage (ton) of material and no additional compensation will be allowed therefore. The Contractor shall furnish to the Engineer at the time of delivery of the material on the job site a legible copy of a licensed weighmaster's certificate showing gross, tare, and net weights of each truckload of asphalt concrete mixture.

SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION

303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.

303-5.1 Requirements

303-5.1.1 General

ADD the following subsections:

303-5.1.1.1 Curbs, Gutters, Mountable Curb and Cutter, Longitudinal Gutters Depressed Curbs & Local Depressions

Curb and gutter shall be per APWA Standard Plan 120-2 as indicated on plans.

Replacement of curb and gutter at existing curb ramps shall be defined as any curb and gutter constructed between the BCR and ECR or roadway intersections. For construction of curb and gutter within a new curb ramp, payment for the curb and gutter shall be included in the unit price of the curb ramp. For all other curb and gutter within the curb return not covered under the curb ramp pay item, measurement and payment will be included under the curb and gutter bid item.

These items shall be constructed to the line and grades as determined in the field or as ordered by the Engineer. Existing items to be joined shall be sawcut on a neat, straight line at the join location. These work items shall occur prior to all cold milling and paving operations.

All of these items shall include the sawcutting and full AC reconstruction of a 2’ wide portion of AC pavement adjacent to the curb and gutter. A minimum of a 2’ saw cut and pavement replacement will be required in all areas of curb return replacements and local depression adjacent to existing pavement not slated for grind and overlay. The proposed pavement section shall be full depth asphalt paving to match the existing pavement section thickness. -118-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-41

Prior to placement of these improvements, contractor shall grind or prune all obstructing roots if present and per the root pruning specifications.

Any and all gas or water valves falling within the limits of these items shall be adjusted to the finished grade of the new gutter. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

303-5.1.1.2 Sidewalk and Stamped Concrete

Concrete sidewalk shall be per APWA Standard Plan Nos. 112-2 and 113-2 as indicated on the plans. Concrete shall be Class 520-C-2500.

Concrete sidewalk and stamped concrete shall be constructed to the line, grades and designs shown on the plans or as ordered by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. Any and all gas or water meter boxes falling within the limits of sidewalk construction shall be adjusted to the finished grade of the new sidewalk. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

Prior to placement of any new sidewalk and stamped concrete, contractor shall grind or prune all obstructing roots if present.

A sidewalk ½-inch radius edging tool is be used to finish the back edge of all curbs.

Sidewalk and median score lines shall have a minimum finished depth of ½-inch.

Walkway replacement needed to join new sidewalk shall be in kind to the walkway removed or as directed by the Engineer's representative.

Limited infill and compaction of suitable base material will be required under certain portions of sidewalk. Contractor shall include the cost of material, labor and compaction of such material in the unit price per bid.

Any appurtenant PCC Improvement constructed as part of this project and not included with a unit price bid quote or otherwise covered for payment herein shall be paid at the unit price for 4 inch Sidewalk per square foot prorated to reflect the true amount of PCC material being constructed, as approved by the Engineer's Representative. The prorated unit price bid for the appurtenant PCC improvement shall include all costs of subgrade preparation, and the excavation, furnishing and compacting of backfill material and no additional compensation will be allowed therefore.

303-5.1.1.3 Concrete Access Ramps

Concrete access ramp construction shall be per APWA Standard Plan No. 111-5 with modified maximum slopes per Plan and these following technical provisions.

Sub-grade materials shall be compacted to a minimum relative compaction of 90 percent.

All asphalt and PCC removals shall include the grinding/removing existing tree roots to a minimum depth of 3-inches below the sub-grade, as applicable. -119-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-42

All curb, gutter and sidewalk shall be removed to nearest joint.

PCC curb & gutter shall not be constructed monolithic with the adjacent PCC access ramp or sidewalk.

Use flexible metal, 1" lumber, or plywood forms to form radius bends.

Install, align and level forms, stake and brace forms in place. Maintain following grade and alignment tolerances.

a.) Top of Form: Maximum 1/8" in 10'-0".
b.) Vertical Face: Maximum 1/4" in 10'-0".

Include all fine-grading and compaction with regard to setting forms during concrete placement.

The same brand, type and source of cement and aggregate shall be used for all Portland Cement Concrete (PCC).

During all concrete pouring and tile installation procedures, ensure adequate safety guidelines are in place and that they are in accordance with the applicable industry and government standards.

Verify with a "smart level" that the ADA required maximum ramp and sidewalk grades are not exceeded both when marking the required sawcut removal limits and when setting the concrete forms, prior to pouring any curb ramp locations. Supervise and utilize the proper experienced personnel to ensure that the proper sawcut limits are established for all access ramp locations and the Project Engineer, or his designated representative, shall not be responsible to direct the Contractor's crews or otherwise serve in this management capacity. The Project Engineer, or his designated representative, shall be present to verify the concrete forms, prior to pouring any PCC construction improvements.

Verify with a "smart level", string line and/or water testing that positive drainage is maintained. The Project Engineer, or his designated representative, shall be present to verify the concrete forms, prior to pouring any PCC construction improvements.

Detectable warning surface work shall consist of furnishing and installing a cast-in-place tactile tile module with all new concrete curb ramps and median openings. Detectable warning surface shall be Vitrified Polymer Composite (VPC) Cast In-Place Tactile Armor- Tile manufactured by Engineered Plastics Inc. (1-800-682-2525), or approved equal. The tile shall be homogenous BLUE in color throughout the tile in the City of Bellflower and homogenous CHARCOAL GRAY in color throughout the tile in the City of Paramount.

The tiles shall be 3’ x 4' or 3’ x 6’ as indicated on the plans.

The physical characteristics of the concrete shall be consistent with the contract specifications while maintaining a slump range of 4"-7" to permit solid placement of the Cast-In-Place Tile System. An overly wet mix will cause the Cast-In-Place System to float, therefore under these conditions suitable weights such as two (2) concrete blocks or sandbags (25 lbs) shall be placed on each tile. -120-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-43

Prior to placement of the Cast-In-Place System, the contract drawings shall be reviewed by the Project Engineer.

The concrete pouring and finishing operations require typical mason's tools; however, a 4' long level with electronic slope readout, 25 lb weights, vibrator and small sledge hammer with 2" x 6" x 20" wood tampering plate are specific to the installation of the Cast-In-Place System.

The concrete shall be poured and finished, true and smooth to the required dimensions and slope prior to tile placement. While concrete is workable, a steel trowel shall be used to trowel the concrete around the tile perimeter of the field level of the tile. Immediately after finishing the concrete, the electronic level should be used to check that the required slope is achieved. The tile shall be placed true and square to the curb edge in accordance with the contract drawings. The Cast-In-Place Tiles shall be tamped or vibrated into the fresh concrete to ensure that the field level of tile is flush to the adjacent concrete surface.

During and after the tile installation and the concrete curing stage, it is imperative that there is no walking, leaning or external force placed on the tile to rock the tile, causing a void between the underside of the tile and concrete.

Following tile placement, review installation tolerances to contract drawings and adjust tile before the concrete sets, two (2) suitable weights of 25 lbs each shall be placed on each tile as necessary to ensure solid contact of tile underside of concrete.

Access ramps shall be opened to pedestrian access on the day following the concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill placed within (72) hours following concrete placement at each of the access ramps, sidewalk and curb & gutter reconstruction locations.

Adjacent AC/AB removal and replacement of full depth AC Base Course, associated with the curb & gutter and ramp reconstruction, shall be a minimum depth of 12-inches and a minimum width of two feet.

303-5.9 Measurement and Payment

ADD the following text:

Payment for Remove Existing & Install New ADA Compliant PCC Sidewalk, shall be on a Square Foot (SF) Unit Price basis and shall be considered full compensation for furnishing labor, materials, equipment, grinding and disposal to complete the construction, including any necessary adjacent backfill and sealant, adjustment of gas or water meter boxes to finish grade, as indicated and no additional compensation will be allowed therefore.

Payment for Remove Existing & Install New PCC Curb and Gutter and New PCC Curb, shall be on a Linear Foot (LF) Unit Price basis and shall be considered full compensation for furnishing labor, materials, equipment, and removal and disposal to complete the construction, including the infill of the two foot wide full-depth AC pavement -121-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-44
adjacent (as applies) to the proposed concrete improvement, root pruning and grinding, clearing and grubbing and no additional compensation will be allowed therefore.

Payment for Remove Existing Cross Gutter/Spandrel and Install New Cross Gutter/Spandrel Per SPPWC standard plan 122-2. shall be at the unit bid price per Square Foot (SF) and shall be considered full compensation for furnishing labor, materials, equipment, and removal and disposal to complete the construction as indicated, as well as all appurtenances necessary, including the infill of the two (2) foot wide full-depth AC pavement adjacent to the proposed concrete improvement and no additional compensation will be allowed therefore.

Payment for Stamped Concrete construction shall be at the unit bid price per Square Foot (SF) and shall be considered full compensation for furnishing labor, materials, equipment, and removal and disposal to complete the construction as indicated, as well as all appurtenances necessary, including the infill of the two (2) foot wide full-depth AC pavement adjacent to the proposed concrete improvement and no additional compensation will be allowed therefore.

Payment for PCC Access Ramps construction shall be included in the bid item price for Curb Ramps at the newly signalized project location. The bid item shall include full compensation for establishing removal limits, sawcutting of existing asphalt or PCC, removal and disposal of material, all related root pruning adjacent to PCC reconstruction areas, removal of affected landscaping including but not limited to lawn and shrubs, relocation and reestablishment of portions of existing irrigation systems affected by ramp construction, all related forming, sub-grade preparation, concrete placement and finishing, all replacement sidewalk and replacement in-kind of existing PCC sidewalk damaged as a result of construction, providing and installing Vitrified Polymer Composite (VPC) Tile, furnishing all labor, material, tools, equipment and incidentals and for completing all work involved as specified herein, and as shown on the referenced standard plans, and no additional compensation will be allowed. If required, retaining curbs for access ramps shall be included under the lump sum bid item for Curb Ramps.

304-2 METAL RAILINGS

304-2.1 Metal Hand Railings

304-2.1.1 General

ADD the following text:

Metal hand railings shall be painted POWDER COATED BLACK.

304-2.2.3 Measurement and Payment

ADD the following text:

Metal hand railings shall be at the unit bid price per Linear Foot (LF) and shall be considered full compensation for furnishing labor, materials, equipment, and removal and disposal to complete the construction as indicated, as well as all appurtenances necessary and no additional compensation will be allowed therefore. -122-

Technical Provisions
Specifications No. 20/21-01 – Part 1
TP-45

304-3 CHAIN LINK FENCE

304-3.4 Measurement and Payment

ADD the following text:

Relocation of chain link fence be at the unit bid price per Linear Foot (LF) and shall be considered full compensation for furnishing labor, materials, equipment, and removal and disposal to complete the construction as indicated, as well as all appurtenances necessary and no additional compensation will be allowed therefore.

-123-

Special/Technical Provisions
Specifications No. 20/21-01 – Part 2
SP-1

CITY OF BELLFLOWER

SPECIFICATIONS NO. 20/21-01

PART 2 - LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS

SPECIAL/TECHNICAL PROVISIONS

These Special/Technical Provisions amend the 2015 General and Standard Specifications as indicated and take precedence over the General and Standard Specifications.

PART 1 – GENERAL PROVISIONS

SECTION 1 – TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS

1-2 DEFINITIONS. (Applicable to the entire set of specifications)

Agency - City of Bellflower
Board - City Council of the City of Bellflower
Caltrans - California Department of Transportation
City - City of Bellflower
Attorney - Attorney for the City of Bellflower
County - County of Los Angeles
Engineer - Engineer of the City of Bellflower or her/his Designee Federal - United States of America
Inspector - Inspector for the Agency (or his/her Designee) State - State of California

SECTION 2 – SCOPE AND CONTROL OF THE WORK

2-1 AWARD AND EXECUTION OF CONTRACT.

Within ten (10) working days after the date of the Notice to Award, the Contractor shall execute and return the following contract documents to the Agency:

* Signed Agreement
* Faithful Performance Bond
* Payment Bond
* Commercial General Liability Insurance Certificate
* Worker’s Compensation Insurance Certificate
* Other insurances, if any, specified herein

Failure to comply with the above may result in annulment of the award and forfeiture of the Bid Guarantee. The Agreement shall not be considered binding upon the Agency until executed by the authorized Agency officials.

2-1 AWARD AND EXECUTION OF CONTRACT. Continued -124-

Special/Technical Provisions
Specifications No. 20/21-01 – Part 2
SP-2

A corporation to which an award is made may be required before the Agreement is executed by the Agency to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California and that the officers signing the contract and bonds for the corporation have the authority to do so.

2-2.1 SCOPE OF WORK

The work to be done consists of furnishing all labor, materials, methods and processes, implements, tools and machinery which is necessary and required for the LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD INTERSECTION IMPROVEMENTS as noted below:

Remove and dispose of existing improvements (including raised median, landscaping, hardscape, PCC sidewalk, curb & gutter, asphalt concrete pavement and subgrade, cut, remove, and cap existing irrigation lines); clear and grub; unclassified excavation; construct asphalt concrete pavement (includes full pavement sections and cold-milling and overlays); construct PCC sidewalk; construct ADA compliant curb ramps; construct PCC driveways; construct PCC curb / curb and gutter; reconstruct parkway drain; furnish and install stamped patterned concrete in-kind; construct pavement markings and signs (paint and thermoplastic); furnish and install pedestrian signals, loop detectors pull boxes, cabinets, conductors, conduits, poles, etc. for traffic signal and lighting improvements; removals and relocations of existing traffic signals.

In general terms, the contract work for this project shall consist of the following items of work:

ITEM
NO.

ESTIMATED

QUANTITIES DESCRIPTION
Section 1: Miscellaneous
1 1 LS Mobilization/ Demobilization (Not to Exceed 5% of Subtotal)
2 1 LS Construction Survey
3 1 LS Geotechnical Services During Construction
4 1 LS Storm Water Pollution Prevention Plan (SWPPP) /
Best Management Practices (BMPs)
5 1 LS Traffic Control (Including Construction Signs and CMS)
6 1 LS Clearing and Grubbing

Section 2: Road Construction
7 4 EA Remove and Construct Modified ADA Curb Ramp
(Case C)
8 415 LF Remove and Construct 6” PCC Curb and Gutter
9 700 LF Remove and Construct 6” PCC Curb
10 2,450 SF Remove and Construct 4" PCC Sidewalk
11 2,400 SF Remove and Construct 6” PCC Driveways
12 490 SF Remove and Construct 8” PCC Bus Pad over 6”
-125-

Special/Technical Provisions
Specifications No. 20/21-01 – Part 2
SP-3
ITEM
NO.

ESTIMATED

QUANTITIES DESCRIPTION
Crushed Miscellaneous Base (CMB)
13 11,900 SF Remove and Dispose Existing Asphalt Concrete Material (6” to 7.5”)
14 74,700 SF Coldmill AC Pavement, Variable Depth (Min. 2" Thick)
15 450 TN Construct 6” Asphalt Concrete (PG 64-10 B)
Pavement
16 1,100 TN Construct 2” Min Rubberized Asphalt Concrete (ARHM-GG-C) Overlay
17 450 CY Construct 12” Crushed Miscellaneous Base (CMB) 18 450 CY Roadway Excavation
19 2 EA Cut Existing Parkway Inlet Drain and Reconstruct Opening in Kind
20 2 EA Cut Existing Culvert and Reconstruct and Join in-kind 21 2,000 SF Furnish and Install Stamped Concrete In Kind 22 10 EA Adjust Manhole to Grade
23 6 EA Adjust Valve and/or Pull Box to Grade
Section 3: Traffic Improvements
24 1 Lump Sum Signing and Striping
25 1 Lump Sum Traffic Signal Modification

(See subsequent pages SP- 3 through SP-4)

1. In the event it is necessary to temporarily close any street to through traffic, the Contractor shall first obtain the approval of the Public Works Department including the submittal of a traffic control plan and then notify the Sheriff and Fire Departments and post the street per the approved traffic control plan.

2. The Contractor shall take all necessary precautions during all phases of the operation to safeguard persons and property from injury and/or damage with barricading in accordance with Section 7-10 of the Standard Specifications.

3. All plant structure (brush, grass, etc.,) and debris shall be removed from the vicinity, transported and disposed of away from the site at the Contractor’s expense.

4. The street parkway, sidewalk and yard areas of all property shall be left free of all debris at the close of each day’s operations (no exceptions).

5. Any work not completed by the Contractor relative to the public safety and welfare, may be done by City forces, and payment for such work shall be deducted from the final payment for work covered by this contract.

6. The Contractor shall notify the Public Works Department twenty-four (24) hours in advance of starting work on the contract.

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7. After having officially started said contract, should Contractor discontinue work for any cause, he shall notify the Public Works Department of his intent to do so, and shall further notify the Public Works Department of the date of restarting operations.

8. Once any concrete is removed it shall be replaced within seven (7) working days, finished and ready for use.

9. Property owners shall be given seventy-two (72) hours written notice of any work being done that will obstruct the use of their driveway apron and forty-eight (48) hours written notice of any work adjacent to their property.

10. Alterations. By mutual consent in writing of the parties signatory of the contract, alterations or deviations, increases or decreases, additions or omissions in the specifications may be made and this shall in no way affect or make void the contract. The City of Bellflower reserves the right to increase or decrease the quantity of any item or portion of the work, or to omit portions of the work in accordance with the standard specifications, as may be deemed necessary or expedient by the Public Works Department.

11. Extra Work. New and unforeseen work will be classed as extra work when such work cannot be covered by any of the various items or combinations of items for which there is a bid price.

The Contractor shall not perform any extra work except upon written order from the Public Works Department. For such extra work, the Contractor shall receive payment previously agreed upon in writing.

12. Removal of Pavement. The Contractor shall remove the amount of pavement necessary to construct the new concrete curb and gutter sections per dimensions shown on plans, but in no case shall it exceed three (3) feet in width.

Construction of new curb and gutter shall include the construction of a full-depth AC pavement section as shown on plans. The removal of this existing pavement shall be included in the unit cost of the concrete work.

13. Final Clean Up. Upon completion and before making applications for acceptance of the work, the Contractor shall clean the street or road, and all ground occupied by him connected with the work, of all rubbish, excess materials, temporary structures and equipment; and all parts of the work shall be left in a neat and presentable condition.

14. Public Utilities and Pipe Lines. In the prosecution of the work herein specified, the Contractor shall at all times afford the right to any owner of any public utilities or franchises, or other owners of pipe lines overhead wires, or conduits to enter upon the construction site for the purpose of making new installations, changes or repairs to said utilities or other property.

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16. Permits. A no-fee permit will be issued by the City of Bellflower for work within property owned by the City of Bellflower.

17. Inspection. The Director of Public Works, or his/her authorized agent, shall at all times have access to work during construction and shall be furnished with every reasonable facility for ascertaining full knowledge respecting the progress, workmanship and character of materials used and employed in the work. The Contractor shall notify the Director of Public Works, or his/her authorized agent, forty-eight (48) hours in advance when he will require inspection for either material or work to be done.

The inspection of the work shall not relieve the Contractor of any of his obligations to fulfill the contract as prescribed. Defective work shall be made good, and unsuitable materials may be rejected, notwithstanding the fact that such defective work and unsuitable materials have been previously overlooked by the Director of Public Works or his/her authorized representative, and accepted or estimated for payment. The normal business hours for inspection are 7:00 a.m. to 4:00 p.m., Monday through Friday, excluding holidays. The City of Bellflower shall be reimbursed at the rate of $192.00 per hour for any inspection required other than the above-mentioned hours.

18. When approved or directed by the Director of Public Works or his/her authorized representative, minor variations from the standard details may be done when considered best in order to meet existing conditions subsequently developed and not apparent previously.

19. It shall be the responsibility of the Contractor to notify Underground Service Alert (U.S.A.) at least forty-eight (48) hours prior to the start of any excavation work, including stump grinding. It shall also be the Contractor’s responsibility to remove the spray paint markings of the different utilities after the completion of the project.

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2-3 SUBCONTRACTS

2-3.1 General.

The Contractor shall perform, with its own organization, Contract work amounting to at least fifty percent (50%) of the Contract Price, unless otherwise specified by the Agency.

Any designation, “Special Items,” may be performed by subcontract and the amount of any such, “Special Items,” so performed may be deducted from the Contract Price.

These deductions occur before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items,” will be identified by the Agency in the Bid. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted.

Failure of the Contractor to meet the fifty percent (50%) requirement may result in rejection of the bid or termination of the contract, at the Agency’s discretion.

CONTRACT BONDS.

Both the Faithful Performance Bond and the Payment Bond shall each be for not less than one hundred percent (100%) of the total contract amount. The Payment Bond shall remain in force until thirty-five (35) days after the date of recordation of the Notice of Completion. The Faithful Performance Bond will not be released and shall remain in full force until one (1) year after that date to provide bonding for the one (1) year guarantee period. Bonds shall be obtained from bonding companies with a Best’s rating of no less than A: V.

SECTION 3 – CHANGES IN WORK

3-3 EXTRA WORK.

3-3.2 Payment.

3-3.2.3 Markup.

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. Those 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.

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SECTION 5 – UTILITIES

5-1 LOCATION [amend section with the following]:

The following list contains contact information for the utility companies with facilities located within the project limits.

• AT&T (Communications) – Phone: (626) 817-4263, Contact: Cathy Hurtado • Southern California Gas (Gas) – Phone: (714) 634-3036, Contact: Don Amador • Paramount Petroleum Corp. (Gas) – Phone: (562) 531-2060 • Kinder Morgan (Oil) – Phone: (714) 928-0474, Contact: Michael LaPeavy • Central Basin Water District (Water) – Phone: (323) 201-5500, ext.02, Contact:

Sharon Kumar
• Bellflower Somerset Mutual Water Co. (Water) – Phone: (562)866-9980, Contact:

Steve Lenton
• Los Angeles County Flood Control District
• City of Bellflower – Phone: (562)804-1424, Contact, Frank Preciado • City of Paramount – Phone: (562)330-9008, Contact: Rafael Casillas • Verizon/Frontier – Phone: (714) 375-6705, Contact: Ramon Mendoza • Spectrum Cable/Charter – Phone: (805) 458-4349, Contact: Allan Ecchevarri • LA County Sanitation District – Phone: (310) 638-1161, Contact: Art McCullah • SCE – Phone: (310) 738-7122, Contact: Daniel Hastert

SECTION 6 – PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK

6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.

The Contractor’s proposed Construction Schedule shall be submitted to the City Engineer or his designee within ten (10) working days after the date of the Notice of Award of Contract. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.

Prior to issuing the Notice to Proceed, the City Engineer his designee will schedule a pre- construction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange the utility coordination, discuss construction methods and clarify inspection procedures.

The Contractor shall submit periodic Progress Reports to the City Engineer or his designee by the tenth (10th) day of each month. The report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained.

Progress payments will be withheld pending receipt of any outstanding reports.

6-2 PROSECUTION OF WORK.

At all times the Contractor shall be present at the jobsite and shall provide full supervision of the work, unless work in progress is that of a subcontractor only, in which case, Contractor or subcontractor’s supervisor shall be present at jobsite to provide full supervision of his work. -130-

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6-6.3 Payment for Delays to Contractor.

The Contractor may be compensated for damages incurred due to delays for which the Agency is responsible subject to the conditions and limitations below. Any such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. The Agency will not be liable for Contractor overhead costs or for any expenses or costs incurred which are not directly attributable to this project.

The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection herewith.

The Contractor shall have no basis for a delay claim unless the event or occurrence delays completion of project beyond the contractual completion date.

The Contractor shall have no basis for a delay claim unless the delay is to a critical activity while the activity is on the critical path.

The Agency may make changes to the work or suspend the work, and no matter how many changes, such changes or suspensions are within the contemplation of the Contractor and Agency and will not be a basis for a compensable delay claim.

6-6.4 Written Notice and Report.

If the Contractor desires payment (or payment and an extension of time) for a delay as specified in 6-6.3, then it shall file with the Agency a written request and report of cause within five (5) days after event or occurrence giving rise to the delay claim and at least fifteen (15) days before the specified completion date. Failure by the Contractor to file these items within the times specified shall constitute a waiver of all claims herewith.

If the Contractor desires only an extension of time, then it shall file with the Agency a written request and report of cause within thirty (30) days after the beginning of the delay.

The request for extension must also be made at least fifteen (15) days before the specified completion date. Failure by the Contractor to file these items within the times specified will be considered grounds for refusal by the Agency to consider such request.

A written request and report of cause by a Contractor seeking time or compensation, or both, for delays to the project must include documents supporting the delay claim, including but not limited to, evidence of all facts supporting the alleged claim and the current schedule showing impact of the event or occurrence on the critical path.

6-7 TIME OF COMPLETION.

6-7.1 General.

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6-7.2 Working Day.

The Contractor’s activities shall be confined to the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, excluding City holidays. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property.

6-9 LIQUIDATED DAMAGES.

Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impracticable and extremely difficult to determine. For each consecutive calendar day, or portion thereof, in excess of the time specified for the completion of Work, as adjusted in accordance with Section 6-6 herein, the Contractor shall pay to the Agency, or have withheld from monies due it, the sum of $1,000 per day.

Execution of the Contract shall constitute agreement by the Agency and Contractor that $5,000 per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time and will be deducted from Contractor’s final payment. Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due to the Contractor if such delay occurs.

SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR

7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES.

A noise level limit of 86 D.B.A. at a distance of fifty (50) feet shall apply to all construction equipment on or related to the job, whether owned by the Contractor or not. The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.

7-2 LABOR.

7-2.1 General.

The Contractor and all subcontractors, suppliers and vendors shall comply with applicable Agency, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments.

The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers.

7-3 LIABILITY INSURANCE.

7-3.1 Insurance Requirements.

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determine in advance of bid submission the availability of insurance certificates and endorsements as prescribed and provided herein. If an apparent low bidder fails to comply strictly with the insurance requirements, then that bidder may be disqualified from award of the contract.

The Contractor shall indemnify and save harmless the Agencies, City Council, groups, committees, guards, employees, servants, consultants representing the Agency Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in the Contractor’s bid for various items of work.

A. Minimum Scope of Insurance. Coverage shall be in the form of:

1. ISO form number CG 00 01 1185 or the exact equivalent covering Commercial General Liability.

2. ISO form number CA 0001 06 92 covering Automobile Liability, Symbol 1, “any auto,” or the exact equivalent.

3. Worker’s Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance.

4. Pollution Liability Insurance shall be written on a Contractor’s Pollution Liability form or other form acceptable to City providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation.

B. Minimum Limits of Insurance. Contractor shall maintain limits no less than:

1. Commercial General Liability: $3,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage.

3. Workers’ Compensation and Employers Liability: Workers’ compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

4. Pollution Liability: Contractor shall provide evidence of Pollution Liability Insurance. Limits shall be no less than $1,000,000 per claim and aggregate. Commercial General Liability Insurance is acceptable in lieu of Pollution Liability Insurance when such policy does not specifically exclude -133-

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environmental damage, spills and cleanup for occurrences that are sudden and accidental.

C. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the Agency. At the option of the Agency, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects the Agency, its officers, officials, employees, volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.

D. Other Insurance Provisions. The policies are to contain, or be endorsed to contain on the Agency supplied form the following provisions:

1. Commercial General Liability, Automobile Liability and Pollution Liability Coverages.

a. Include the City of Bellflower as an additional insured. “The insurer agrees that the City of Bellflower and its City Council and/or all City Council appointed groups, committees, boards and any other City Council appointed body and/or elective and appointive officers, servants, employees or consultants of the Agency, when acting as such, are additional insured hereunder for the acts of the insured and such insurance shall be primary to any insurance of the Agency.”

b. Not be suspended, voided, canceled by either party, reduced in coverage or in limits or have a change in insurance company except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Agency. Any failure to comply with reporting provisions of the policy(ies) shall not affect coverage provided to the City of Bellflower as enumerated in this endorsement.

c. 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 Bellflower as enumerated in this endorsement. However, nothing herein contained shall affect any rights of the insurer against the insured.

d. The Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.

e. Insurance Endorsement Requirements. Endorsements to the policies and/or certificates of insurance providing the required liability insurance coverage shall be obtained by Contractor, and filed with the City, containing the following three (3) provisions.

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1. Additional Insureds: The City and its elected and appointed boards, officers, agents, and employees shall be named as additional insureds; and

2. Notices: Each policy required shall provide that such policy shall not be terminated, nor canceled, nor the coverage substantially modified, except upon thirty (30) days prior written notice given to City by the Insurer and the Contractor; and

3. Primary: The Contractor’s insurance shall be primary. Any other insurance maintained by the City shall not be deemed excess or contributing with the insurance required by this Agreement.

2. Workers’ Compensation and Employers Liability Coverage

The Insurer shall agree to waive all rights of subrogation against the Agency, its officers, officials, employees, volunteers for losses arising from work performed by the Contractor for the Agency.

3. All Coverages

Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits or have a change in insurance company except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the Agency.

E. Acceptability of Insurers. Insurance is to be placed with insurers with Best’s rating of no less than A- (minus).

F. Verification of Coverage. Contractor shall furnish the Agency with certificates of insurance and with original endorsements effecting coverage required by this clause. All insurance policies must be carriers admitted in California. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms provided by the Agency. Where by statute the Agency’s workers’ compensation-related forms cannot be used equivalent forms approved by the Insurance Commissioner are to be substituted. All certificates and endorsements are to be received and approved by the Agency within the time limits contained in the specifications. The Agency reserves the right to require complete, certified copies of all required insurance policies at any time.

G. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

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Any provision in any of the Construction Documents dealing with the insurance coverage provided pursuant to these requirements, is subordinate to and superseded by the requirements contained herein. These insurance requirements are intended to be separate and distinct from any other provision in this agreement and are intended by the parties here to be interpreted as such.

Contractor agrees to endorse third party general liability coverage required here to include as additional insureds City, its officials, employees and agents. Contractor also agrees to require this same provision of all subcontractors, joint venturers or other parties engaged by or on behalf of Contractor in relation to this agreement.

7-3.2 Contractor Assumed Liability.

The Agency, the Board and all officers, agents and employees of Agency 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 to any person or persons, either workmen or the public; or for damage to any person or persons, either workmen or the public, or for damage to adjoining property from any cause which might have been prevented by the Contractor, or his/her/its workers, or any one employed by him/her/it; against all of which injuries or damages to persons and property the Contractor, having control over such work, must properly guard.

The Contractor shall be responsible for any damage to any person or property resulting from defects or obstructions or any time before its completion and final acceptance, and shall indemnify and save harmless the Agency, the Board and each of its officers, agents and employees of Agency from all suits or actions of every name and description brought for, or on account of, any injuries or damages received or sustained by any person or persons, by the Contractor, his/her/its servants or agents, in the construction of the work or in consequence of any negligence in guarding the same, in improper materials used in its construction, by or on account of any act or omission of the Contractor or his/her/its agents, and so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the Agency may be retained by the Agency until disposition has been made of such suits or claims for damages aforesaid.

If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or adequate at any time during the life of the Contract, then the Engineer may order the Contractor to take further precautions; and if the Contractor fails to do so, then the Engineer may order the work done by others and charge the Contractor for the cost thereof, such cost to be deducted from any monies due or becoming due the Contractor. Failure of the Engineer to order such additional precautions, however, shall not relieve the Contractor from his full responsibility for public safety.

From time to time, during the period of this contract, the Agency may be served with claims, as a result of conduct by Contractor, which claims are for property damage or other damage in amounts of $250.00 or less. Those claims may be resolved informally by Agency, within Agency’s discretion and charged back against Contractor by funds held in retention to meet these claims. The Agency will appoint a Claims Administrator who will act on behalf of the Agency and Contractor (the “Administrator”). -136-

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The Administrator will recommend to Agency the resolution of any claim. The Administrator’s recommendation for payment shall be paid by Contractor within thirty (30) days after the date of the recommendation. If Contractor fails to make payment to claimant within thirty (30) days after the Administrator’s decision, then the Agency may make payment to the claimant and withhold, as retention, sufficient funds to reimburse the Agency upon completion of the contract. Prior to making his recommendation, the Administrator will obtain from Contractor all evidence relevant to the claim. Contractor will have ten (10) days after the date requested by the Administrator to submit any evidence in the defense of the claim; provided, that failure to do so waives any objection by Contractor to payment of the claim if, after an independent investigation, it is the opinion of the Administrator to make payment of the claim.

7-6 THE CONTRACTOR’S REPRESENTATIVE.

Before the start of any work, the Contractor shall provide the Inspector with at least one (1) telephone number where the Contractor’s Representative or alternate may be reached 24 hours a day.

7-7 COOPERATION AND COLLATERAL WORK.

The Contractor is advised as to the possibility of other construction projects within the proposed construction zone by the Agency, other governing agencies or private enterprises. In the event of such projects, the Contractor shall coordinate with the applicable parties as to the extent of any time required to complete their work and shall schedule his/her/its work and conduct his/her/its operations so as to permit access and time as required for the concurrent work. The Contractor shall immediately notify the Agency in the event of a delay in scheduling caused solely by his concurrent work.

Payment for the above, if any, shall be deemed as included in the items of work as shown on the bid sheet and no additional compensation will be allowed.

7-8.6 WATER POLLUTION CONTROL.

Section 7-8.6 of Standard Specifications for Public Works Construction is hereby amended to include the following:

Contractor shall implement appropriate Best Management Practices (BMP’s) in compliance with the standards and practices prescribed by the National Pollution Discharge Elimination System (NPDES) guidelines. The Contractor shall not permit any contaminants or deleterious materials including soil, to enter the County or Municipal storm drain systems. Contractor shall make adequate advanced preparation to prevent eroded material from being washed into the storm drain system. Equipment utilized by the Contractor shall be maintained to the extent necessary to prevent any oil, fuel, gasoline, diesel fuel or other fluids from contaminating areas subject to run-off. If in the opinion of the City, the Contractor’s precautions do not adequately prevent contaminants from entering the storm drain system, the City’s representative may order the Contractor to take further precautions. Should the Contractor fail to do so, the City may order the work done by others and charge the Contractor for the cost thereof. The cost shall be deducted from any monies due or becoming due the Contractor. Failure by any agent of the City to order such additional precautions, however, shall not relieve -137-

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the Contractor from full responsibility for compliance with NPDES mandates. The Contractor and its Surety shall fully indemnify the City against any claims for pollution damage and/or cleaning costs.

7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS.

The Contractor shall protect existing buildings, paving, landscaping and other services or facilities on-site and adjacent to the site from damage caused by site work operations and access to the site. Cost of repair and restoration of damaged items shall be at the Contractor’s expense.

7-10 SAFETY.

7-10.1 Traffic and Access.

Section 7-10.1 of the Standard Specifications for Public Works Construction (Greenbook) is hereby amended to include the following:

The Contractor shall further provide for the public convenience and no portion of any public street, road or highway, including parking lanes shall be closed to the public without approval of the engineer. If an item of work cannot be completed per the engineer’s approval, then the Contractor shall perform the work incrementally, closing only that portion of street which can be improved or repaired and reopened to traffic per the approval of the engineer. Contractor shall obtain approval from the City Public Works Department and the City Traffic Engineer for all work scheduled and performed under this provision. The contractor is responsible for the development of a traffic control plan subject to City of Bellflower approval that addresses both vehicle and pedestrians.

7-10.2 Storage of Equipment and Materials in Public Streets.

Construction materials shall not be stored in the streets, roads or highways after unloading. All materials or equipment not installed or used in the course of the day’s work shall be stored elsewhere by the Contractor at its expense, unless City has given prior approval of other arrangements.

7-15 PAYROLL RECORDS.

Certified Payroll Records for the Contractor and Subcontractors shall be submitted to the Agency on approved forms by the tenth day of each month. Progress payments may be withheld pending receipt of any outstanding records. The Agency may conduct interviews with workers to verify compliance with applicable labor laws and wage requirements, suspected irregularities and discrepancies will be reported to the appropriate labor compliance agencies for review and enforcement.

SECTION 9 – MEASUREMENT AND PAYMENT

9-3 PAYMENT.

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The work associated with and included in the price for each Bid Item is specifically described in this section. Some locations may require sweeping, blowing, or other preparation prior to painting applications or cleanup of overspray after painting. All costs for these related tasks shall be included in the bid prices for the associated work, and no extra payment for these related tasks will be allowed. Further, the associated work will not be considered complete until the related tasks are completed, and no payment will be made for the associated work until the related tasks have been completed.

ITEM 1. MOBILIZATION/ DEMOBILIZATION (NOT TO EXCEED 5% OF

SUBTOTAL)

Payment for Mobilization/Demobilization (Item 1) shall be made on a lump sum (LS) basis as specified and shall include full compensation for furnishing all labor, materials, tool, equipment, the cost of all bonds and insurance policies, incidentals, and for doing the work involved in mobilization, additional mobilizations, and all costs incurred prior to beginning work.

Mobilization shall consist of advanced preparatory work and construction operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site; for the establishment of field office, buildings and other facilities necessary for work on the project; obtaining and providing to the Engineer all permits, licenses, insurance, and bonds; establish utility services; furnishing of construction schedule, contract price breakdown and submittal schedules; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site.

Demobilization shall include removal of all temporary facilities, final clean up, restorations and submittal of final documents as required by the Specifications herein and the Contract documents.

Maximum bid amount shall not exceed $50,000. The lump sum payment shall be considered to be included in and distributed proportionately through all of the contract items of work, and no additional compensation will be allowed. Payment will be made on a basis of the percentage of work completed on the entire project.

ITEM 2. CONSTRUCTION SURVEY (Lump Sum)

Construction Survey shall be completed in accordance with Section 2-9, "Surveying" of the Standard Specifications.

Payment for Construction Survey (Item 2) shall be made on a lump sum (LS) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, tools, and incidentals required for doing all work involved in providing surveying services, including survey monument-related work as described in Section 309 of the Standard Specifications and no additional compensation will be allowed.

ITEM 3. GEOTECHNICAL SERVICES DURING CONSTRUCTION (Lump Sum)

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Payment for Geotechnical Services during Construction (Item 3) shall be made on a lump sum (LS) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, tools, and incidentals required for doing all work involved in sampling, testing, reporting of subgrade, backfill and compaction conditions for the suitable construction of various pavement and concrete work as shown on plans and specified in this document.

ITEM 4. STORMWATER CONTROL/ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) / BEST MANAGEMENT PRACTICES (BMPs).

Payment for Stormwater Control/ Storm Water Pollution Prevention Plan/ Best Management Practices (Item 4) shall be made on a lump sum (LS) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, tools, and incidentals required for doing all work involved in preparing SWPPP, obtaining approval of, amending, and implementing the BMPs (storm water and non-storm water pollution control) in accordance with these Special Provisions, including all work involved in inspecting and reporting for BMPs, maintaining BMPs, training of personnel, and all incidentals, and no additional compensation will be allowed. BMP's shall include methods and materials to provide safety and protection throughout construction, and other items as the Engineer may deem appropriate for the situation. BMP's shall be submitted to the Engineer prior to beginning construction.

In addition to complying with all applicable federal, state and local laws and regulations, the Contractor shall take note of the NPDES (National Pollution Discharge Elimination System) Requirements. The Contractor shall take all precautionary actions and implement all necessary BMPs to prevent sewer discharges to any portion of the storm drain conveyance system including discharge of pollutants from activities such as paving operations, concrete waste washouts, cold-milling, vehicle and equipment fueling from entering storm drain systems. Payment will be made on a basis of the percentage of work completed on the entire project.

ITEM 5. TRAFFIC CONTROL (INCLUDING CONSTRUCTION SIGNS AND CMS)

Payment for Traffic Control (including construction signs and Changeable Message Signs (CMS) (Item 5) shall be made on a lump sum (LS) basis as specified in the Bid Schedule and these Special Provisions, which shall include all costs for furnishing all labor, materials, equipment, and tools required for doing all work involved in preparing Traffic Control Plans and implementing the traffic control in accordance with these Special Provisions, including all work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control (such as lights, surface mounted channelizers, temporary railing (Type K) markers, delineators, temporary striping and pavement marking, barricades, portable flashing beacons, flashing arrow signs, portable changeable message signs, removing and salvaging the traffic control equipment and materials, coordinating the work and traffic control with residents, and all incidentals, and no additional compensation will be allowed.

ITEM 6. CLEARING AND GRUBBING

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Payment for Clearing and Grubbing (Item 6) shall be made on a lump sum (LS) basis as specified in this Technical Provision and shall include full compensation for furnishing all labor, materials, tools, equipment, reports, and incidentals for doing all work involved for all the items specified herein and in Subsection 300-1.4, "Payment," of the Standard Specifications and no additional compensation shall be allowed. Payment will be made on a basis of the percentage of work completed for this bid item.

Other materials shall include any removal and clearing of items with no stand-alone listed schedule such as irrigation lines, shrubs, trees, and soil materials required, and not included in other pay items for new roadway improvements along the project limits.

ITEM 7. REMOVE AND CONSTRUCT MODIFIED ADA CURB RAMP

Payment for Remove and Construct Modified ADA Curb Ramp (Item 7) will be made on a per unit each (EA) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, CMB, equipment, and tools required for doing all work involved in removing and replacing access ramps at the designated locations in accordance with the plans, ADA requirements, and these Special Provisions complete in place, including all work involved in sawcutting, excavating, removing and transporting PCC and AC materials to recycling facility, obtaining recycling weight tickets, preparing and submitting monthly solid waste reports, removing and dispose excess AC and base and subgrade soils, grading and compacting AC and base and subgrade soils, setting up formwork, pouring and finishing of PCC ramps, landing areas, adjacent sidewalks, curbs and gutters from BCR to ECR limits as shown on plans, details, and Caltrans Standard Plans A-88A, Case C and installing detectable warning surface. Additionally, repairing damaged irrigation and utilities resulted by the access ramp work, restoring landscape to match existing, and all incidentals, and no other additional compensation will be allowed.

ITEM 8. REMOVE AND CONSTRUCT 6” PCC CURB AND GUTTER

Payment for Remove and Construct 6” PCC Curb and Gutter (Item 8) shall be made on a per unit Lineal Foot (LF) basis as specified in the Bid Schedule and these Special Provisions, which shall include all costs for furnishing all labor, materials, CMB, equipment, and tools required for doing all work involved in forming and constructing Curb and Gutter per SPPWC Standard Plan 120-2, Type A2-6 and these Special Provisions, and as shown on the Plans, complete in place, including all work involved in removing and disposing of base and subgrade soils, grading of base and subgrade soils, setting up formwork, pouring and finishing of Curb as shown, disposing of PCC liquid residues and mixer wash out, all incidentals, and no other additional compensation will be allowed therefor.

ITEM 9. REMOVE AND CONSTRUCT 6” PCC CURB

Payment for Remove and Construct 6” PCC Curb (Item 9) shall be made on a per unit Lineal Foot (LF) basis as specified in the Bid Schedule and these Special Provisions, which shall include all costs for furnishing all labor, materials, CMB, equipment, and tools required for doing all work involved in forming and constructing Curb per SPPWC Standard Plan 120-2, Type A1-6 and these Special Provisions, and as shown on the Plans, complete in place, including all work involved in removing and -141-

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disposing of base and subgrade soils, grading of base and subgrade soils, setting up formwork, pouring and finishing of Curb as shown, disposing of PCC liquid residues and mixer wash out, all incidentals, and no other additional compensation will be allowed therefor.

ITEM 10. REMOVE AND CONSTRUCT 4” PCC SIDEWALK

Payment for Remove and Construct 4” PCC Sidewalk (Item 10) shall be made on a per square foot (SF) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, CMB, equipment, and tools required for doing all work involved in removing sidewalk per SPPWC 113-2; at the designated locations in accordance with the plans to the nearest sidewalk joint, ADA requirements, and these Special Provisions complete in place. In addition, all work involved in sawcutting, excavating, removing and transporting PCC and CMB materials to recycling facility, obtaining recycling weight tickets, preparing and submitting monthly solid waste reports, removing and dispose excess AC and base and subgrade soils, grading and compacting AC and base and subgrade soils, setting up formwork, pouring and finishing of PCC sidewalk, disposing of PCC liquid residues and mixer wash out, repairing damaged irrigation and utilities resulted by the sidewalk work, restoring landscape to match existing, and all incidentals, and no other additional compensation will be allowed therefor.

ITEM 11. REMOVE AND CONSTRUCT 6” PCC DRIVEWAYS

Payment for Remove and Construct 6” PCC Driveways (Item 11) shall be made on a per square foot (SF) basis as specified in the Bid Schedule and shall include full compensation for furnishing all labor, materials, CMB, tools, equipment and incidentals, and for doing all the work involved in constructing 6” PCC Driveway per SPPWC Standard Plan 110-2, Type B and Type C and these Special Provisions complete in place, including all work involved in removing and disposing of base and subgrade soils, grading of base and subgrade soils, and no additional compensation will be allowed therefor.

ITEM 12. REMOVE AND CONSTRUCT 8” BUS PAD OVER 6” CRUSHED

MISCELLANEOUS BASE

Payment for Remove and Construct 8” PCC Bus Pad over 6” Crushed Miscellaneous Base (Item 12) shall be made on a per square foot (SF) basis as specified in the Bid Schedule and these Special Provisions, which shall include all costs for furnishing all labor, materials, base, 8” PCC Bus Pad per SPPWC Standard Plan 131-2 and these Special Provisions, and as shown on the Plans, complete in place, including all work involved in removing and disposing of base and subgrade soils, grading of base and subgrade soils, setting up formwork, pouring and finishing of gutter as shown, disposing of PCC liquid residues and mixer wash out, all incidentals, and no other additional compensation will be allowed therefor. The new curb and gutter shall be constructed separately from the bus pad.

ITEM 13. REMOVE AND DISPOSE EXISTING ASPHALT CONCRETE
MATERIAL (6” to 7.5”)
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Payment for Remove and Dispose Existing Asphalt Concrete Material (Item 13) shall be made on a square foot (SF) basis as specified in the Bid Schedule which shall include the cost of labor, material and equipment required to furnish and install traffic control, sawcutting and excavating at the work limit, removal of asphalt pavement by a conveyor belt cold-milling machine, haul away, dump fees and all appurtenant work along the project limits identified on the plans. Existing asphalt pavement varies in thickness from 6” to 7.5” of asphalt concrete. The unit price for remove and dispose of existing asphalt concrete material bid item shall be valid regardless of the actual amount involved, and shall not be subject to the quantity change (decrease or increase) limitations detailed in SSPWC 3-2.2.

Additionally, the Contractor shall identify and pothole all utilities prior to beginning of this work. It shall be the responsibility and liability of the Contractor to determine the existence or non-existence of such utilities and to protect them from damage at all times.

ITEM 14. COLD MILL AC PAVEMENT VARIABLE DEPTH (MIN 2” THICK)

Payment for Cold mill AC Pavement Variable Depth (Min 2” Thick) (Item 14) shall be made on a per square foot (SF) basis and shall include shall include full compensation for, but not limited to, furnishing all labor, materials, tools, equipment, saw cutting, grinding and removal, loading, hauling, recycling, providing recycling weight certification, reports, and incidentals, for doing all work involved in asphalt concrete removal and recycling, and no additional compensation will be allowed therefor. Total cold milling depth shall be minimum 2-inches below the existing surface. If the Contractor does not provide the weight certification of recycling and the required monthly Solid Waste Disposal and Recycling Reports, then payment will be withheld until the weight certification and reports are provided.

ITEM 15. CONSTRUCT 6” ASPHALT CONCRETE (PG 64-10 B) PAVEMENT

Payment for Construct 6” Asphalt Concrete (PG 64-10 B) Pavement (Item 15) shall be made on a per ton (TN) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, and tools required for doing all work involved in constructing a pavement structural AC over lean concrete base over aggregate base, preparing, scarifying and compacting the subgrade soil at 95% relative density in accordance with these Special Provisions and all incidentals, and no additional compensation will be allowed therefor.

ITEM 16. CONSTRUCT 2” MIN RUBBERIZED ASPHALT CONCRETE (ARHM-GG-C)

OVERLAY

Payment for Construct 2” Min Rubberized Asphalt Concrete (ARHM-GG-C) Overlay (Item 16) shall be made on a per ton (TN) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, and tools required for doing all work involved constructing RHMA-G overlay in accordance with these Special Provisions complete in place, including tack coat, compaction, grading, removal of AC materials and haul away from construction site, providing temporary asphalt concrete pavement transitions/driving surfaces per detail shown on plans. The bid price shall be considered to include removing and hauling away temporary asphalt concrete -143-

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pavement transitions/ driving surfaces, profilograph AC pavement, all corrective work, rock dust blotter, water washing/sweeping pavement surface to remove all rock dust blotter, and all incidentals, and no additional compensation will be allowed therefor.

ITEM 17. CONSTRUCT 12” CRUSHED MISCELLANEOUS BASE (CMB)

Payment for Construct 12” Crushed Miscellaneous Base (CMB) (Item 17) shall be made on a per cubic yard (CY) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, and tools required for doing all work involved in constructing a crushed aggregate base section, preparing, scarifying and compacting the subgrade soil at 95% relative density per Caltrans Standard Specifications, latest edition and in accordance with these Special Provisions and all incidentals, and no additional compensation will be allowed therefor.

The unit price for crushed miscellaneous base material (CMB) in parkways shall be incidental and included in the bid item of work for which it is required (ie sidewalk, curb and gutter, and driveways), and no additional payment will be allowed thereof.

ITEM 18. ROADWAY EXCAVATION

Roadway Excavation shall be completed in accordance with Section 300-2, "Unclassified Excavation," of the Standard Specifications.

Where a portion of existing surfacing is to be removed, the outline of the area to be removed shall be cut on a neat line with a power-driven saw to a minimum depth of 50 mm (2 in) before removing the surfacing. The Contractor will be required to sawcut the pavement where the join line or cut line is cold milled, unless otherwise directed by the Engineer. Full compensation for sawcutting existing surfacing shall be considered as included in the unit price paid per square foot for Asphalt Concrete Pavement Removal and Recycling and no additional compensation will be allowed therefore.

Full compensation for removal of base and asphalt concrete surfacing not cold milled, excavating, loading, hauling, depositing, spreading, and scarifying and recompacting subgrade shall be considered as included in the contract lump sum price paid for Roadway Excavation and no additional compensation will be allowed therefor.

Payment for Roadway Excavation (Item 18) paid per Cubic Foot shall be full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all the work involved in all unclassified fill or excavation required, including subgrade preparation, grading and compaction. No additional compensation shall be allowed therefore.

ITEM 19. CUT EXISTING PARKWAY INLET DRAIN AND RE-CONSTRUCT

OPENING IN KIND

Payment to Cut Existing Parkway Inlet Drain (Item 19) shall be made on a per unit each (EA) basis as specified in the Bid Schedule and shall include full compensation for furnishing all labor, cutting, excavation, materials, concrete, reinforcement rebar, tools, equipment, removals and disposals, and incidentals, including but not limited to furnishing all transportation, installing, finishing, and protecting, complete in place, in accordance with -144-

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the standard specifications and these special provisions and no additional compensation shall be made therefor.

ITEM 20. CUT EXISTING CULVERT AND RECONSTRUCT AND JOIN IN KIND

Payment to Cut Existing Culvert and Reconstruct and join in kind (Item 20) shall be made on a per unit each (EA) basis as specified in the Bid Schedule and shall include full compensation for furnishing all labor, cutting, excavation, materials, concrete, reinforcement rebar, tools, equipment, removals and disposals, and incidentals, including but not limited to furnishing all transportation, installing, finishing, and protecting, complete in place, in accordance with the standard specifications and these special provisions and no additional compensation shall be made therefor.

ITEM 21. FURNISH AND INSTALL STAMPED CONCRETE IN KIND

Payment to Furnish and Install stamped concrete in kind (Item 21) shall be made on a square foot (SF) basis as specified in the Bid Schedule which shall include all costs for furnishing all labor, materials, equipment, and tools required for doing all work involved in forming, and constructing median stamped concrete in kind as shown on the Plans, complete in place, including all work in subgrade preparation and placement and compaction of sand compacted to 95% relative density in accordance with these Special Provisions, all incidentals, and no other additional compensation will be allowed therefor.

ITEM 22. ADJUST MANHOLE TO GRADE

Payment for Adjust Manhole to Grade (Item 22) shall be made on a per unit each (EA) basis as specified in the Bid Schedule and shall include all costs included to adjust manholes to grade at various locations within the project limits. Upon completion of the pavement construction, cut a uniform ring out of the pavement, adjust frame and cover to finish grade and construct concrete support ring. The work for this item shall include all material required to set utility manhole flush with final roadway finish grade including all labor, materials, equipment, tools, and incidentals for doing all the work involved.

The Contractor shall coordinate with the utility owner prior to adjustment.

ITEM 23. ADJUST WATER VALVE TO GRADE

Payment for Adjust Water Valve to Grade (Item 23) shall be made on a per unit each (EA) basis as specified in the Bid Schedule and shall include all costs included to set utility valve flush with pavement, driveways, curb ramps, and sidewalk at various locations within the project limits. Upon completion of the pavement construction, cut a uniform ring out of the pavement, adjust frame, ring, and cover to finish grade. The work for this item shall include all material required to set utility valve and covers flush with finish grade including all labor, materials, equipment, tools, and incidentals for doing all the work involved. The Contractor shall coordinate with the utility owner prior to adjustment or relocations.

ITEM 24. SIGNING AND STRIPING IMPROVEMENTS

Payment for Signing and Striping Improvements (Item 24) shall be made on a lump sum (LS) basis as specified in the Bid Schedule and Special Provisions which include -145-

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all cost for furnishing all labor, materials, equipment, removal of existing, conflicting striping and markings and installation of pavement markings and striping and all other work items as required to complete the work shown on the Plans. Additionally, all work involved in painting striping and pavement markings in two (2) coats, applying thermoplastic traffic stripes in one (1) coat, installing all pavement markers and relocating signs, establishing alignment and layout for stripes, obtaining approval of striping layout work, grinding and removing all conflicting stripes and markings, removing all conflicting raised pavement markers in accordance with these Special Provisions and as shown in the Plans complete in place, and all incidentals, and no additional compensation will be allowed therefor.

ITEM 25. TRAFFIC SIGNAL MODIFICATION

Payment for Traffic Signal Modifications (Item 25) shall be made on a lump sum (LS) for Traffic Signal Modifications shall include full compensation for furnishing all labor, controller cabinets, service enclosures, circuit breakers, signal poles and foundations, luminaires, signal heads, pedestrian heads, pedestrian push buttons, pull boxes, conductors, detector loops, emergency vehicle preemption detectors, conduit, signs, tools, equipment, and incidentals and for doing all the work involved in Traffic Signal Modification, complete in place, as shown on the Plans, as specified in the Reference Standards and specified herein. Existing traffic signal conduits that are within 24-inches of the pavement structural section shall be replaced in-kind as shown on the plans.

9-3.2 Partial and Final Payment.

The closure date for periodic progress payments will be the last calendar day of each month. The final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as-built conditions.

Progress payments may be withheld pending receipt of certified payrolls or periodic construction schedules and for other reasons as noted in the General Specifications.

Prior to releasing a progress payment, the Agency may require the Contractor to provide Subcontractor releases indicating the Contractor has paid the Subcontractors for completed work, for which the Contractor has been paid.

The full ten percent (10%) retention will be deducted from all payments. The final retention will be authorized for payment thirty-five (35) days after the date of recordation of the Notice of Completion. All Payment Requests shall be verified by the Inspector before they are submitted to the Agency. All properly submitted Payment Requests shall be paid by the Agency within thirty (30) days after the Agency’s receipt of the Request.

9-3.3 Delivered Materials.

Materials and equipment delivered but not incorporated into the work shall not be included in the estimate for progress payment.

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PART 2 – CONSTRUCTION MATERIALS

SECTION 200 – ROCK MATERIALS

200-1 ROCK MATERIALS

200-1.1 General [Add the following]:

Unless otherwise indicated by the Special Provisions, Alternate Rock Material - Type "S" is specified. Part 4, Section 400 of the Standard Specifications for Public Works Construction will be used.

200-1.4 Coarse Aggregate for Portland Cement Concrete

1. Non-Slip Aggregate: Fused aluminum oxide grits or crushed emery, factory graded, packaged rust proof.

Payment [Add the following]:

Payment for rock materials shall be included in the unit bid item price for those pertinent construction items, i.e., concrete walks, ramps.

SECTION 201 – CONCRETE, MORTAR AND RELATED MATERIALS

201-1 PORTLAND CEMENT CONCRETE

201-1.1 Requirements

201-1.1.1 General. The following paragraph shall be added following paragraph 4:

The cement utilized shall be Type V. No substitution of materials shall be permitted.

The Contractor shall furnish the City’s Representative with a copy of the mix design to be used and with a legible certified weight-master’s certificate for each load of P.C.C. delivered to the project. Portland Cement Concrete delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site.

201-1.1.2 Concrete Specified by Class: The class of concrete shall be 520-C- 2500 with a maximum slump of four inches (4") for all concrete flatwork, footings, and sidewalks.

201-1.1.5 Test for Portland Cement Concrete [Add the following]:

1. All material shall comply with the latest editions of the American Concrete Institute (ACI) and Uniform Building Code. Testing of Portland cement concrete shall be limited to the building only.

2. Product Data:

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b. Submit admixture, curing compound, retarder, and accessory item product data.

c. Submit material certificates for aggregates, reinforcing, and join fillers.

3. Submit concrete delivery tickets. Show the following:

a. Batch number

b. Mix by class or sack content with maximum size aggregate

c. Admixture

d. Air content

e. Slump

f. Time of loading

4. Submit concrete test reports.

5. Provide field quality control testing and inspection during concrete operations.

6. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agency and their representatives in execution of their function.

7. Testing:

a. Provide slump test on first load of concrete delivered each day and whenever requested due to changes in consistency or appearance of concrete.

b. Provide air indicator tests and air meter tests for all air-entrained concrete.

1. Perform air indicator test with a “Chase” AE 35 or equal air indicator and air meter test in accordance with ASTM C231 or C173. Test first load of concrete delivered each day.

2. Furnish copies of field records and test reports as listed for strength tests.

c. Strength Testing:

1. Provide 1 set of 3 test specimens for each 50 cubic yards placed in any one day.

Secure samples in accordance with ASTM C31.

2. Test 1 specimen at 7 days and 2 specimens at 29 days in accordance with ASTM C39.

3. Furnish copies of field records and test reports as follows:
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1 copy to Contractor
1 copy to Ready Mix supplier

d. Record the exact location of the concrete in the work represented by each set of cylinders and show on test reports.

e. Provide an insulated moist box for protection of the test cylinders until shipped to the laboratory.

Concrete Installer [Add the following]:

Contractor shall engage a company who will provide evidence to indicate successful experience in concrete placement and finishing work similar to that specified herein and who can demonstrate such successful experience through past project documentation and references:

1. Experience Period: Minimum five (5) years’ experience.

2 Demonstration of Experience: Ten (10) projects which have been completed within the past twenty-four (24) months utilizing similar products, scope, and complexity.

3. Supervision: Placement and finishing of concrete work shall be performed under the supervision of a person having a minimum of five (5) years’ experience in the placement and finishing of products specified herein.

4. Previous projects shall be located in Los Angeles, Orange, Riverside, or San Bernardino Counties. A listing of projects and addresses shall be provided with the bid and shall be reviewed and approved by the City prior to award of the bid. Installer qualifications shall be submitted to City’s Project Manager with copies to the Landscape Architect for information purposes.

201-1.2 Materials

201-1.2.1 Portland Cement [Add the following]:

1. Lime: ASTM C207, Type S, containing 85% by weight of calcium oxide.

2. Lime Putty: Make from hydrated lime conforming to ASTM C207, pulverized to such fineness that 100% will pass a 50 mesh sieve. Mix lime in water, run through screen into box and age 48 hours.

201-1.4 Mixing

201-1.4.3 Transit Mixer [Add the following]:

Mixes

a. Provide ASTM C94 ready-mixed concrete. Batch mixing at site not acceptable.

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Strength: 2,500 psi minimum at 28 days for all concrete flatwork, curbs, plaza area, etc.

b. Coarse aggregate shall consist of 3/4” aggregate - 3/8” aggregate for pump mix.

c. Provide an approved water-reducing admixture in all concrete.

d. Provide an air-entraining admixture in all concrete. Air content 5% to 7%.

e. Indicate water added to mix at job site on each delivery ticket. Show quantity of water added. Site water tempered mixes exceeding specified slump range will be rejected as not complying with specifications requirements.

201-2 STEEL REINFORCEMENT FOR CONCRETE

201-2.2 Reinforcing Steel (if applicable). [Add the following paragraph immediately after the first paragraph]:

#4 reinforcing steel shall be 40 grade

SECTION 203 – BITUMINOUS MATERIALS

203-6 ASPHALT CONCRETE

203-6.1 General. [Add the following to the end of the subsection]:

Asphalt concrete shall conform to the provisions of Subsection 400-1, “Rock Product,” and Subsection 400-4, "Asphalt Concrete".

The viscosity grade of paving asphalt shall be PG 64-10. Asphalt for slot paving behind driveway and curb & gutter improvements shall be Type C2-PG 64-10. Asphalt thickness shall match that of the existing pavement, unless otherwise shown.

PART 3 – CONSTRUCTION METHODS

SECTION 300 – EARTHWORK

SECTION 300-1 CLEARING AND GRUBBING. [Add the following prior to the first paragraph]:

300-1.1 GENERAL:

Site Grading

1. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles, and contours indicated. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades.
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2. Grade surfaces to assure areas drain away from structures and to prevent ponding and pockets of surface drainage. Provide subgrade surfaces free from irregular surface changes and as follows:

a. Rough Grading: Plus or minus 0.10 ft. subgrade tolerance. Finish required will be that ordinarily obtained from either blade-grader or scraper operations.

b. Provide subgrade surface free of exposed boulders or stones.

Paved Areas: Shape surface of subgrade areas to line, grade, and cross-section indicated. Provide compacted subgrade suitable-to receive paving base materials, per Standard Specifications. Subgrade tolerance plus 0, minus 1/2".

Uniformly distribute and spread soil. Use loose, dry weed-free topsoil. Do not use muddy topsoil. Place during dry weather.

Fine grade topsoil eliminating rough and low areas to ensure positive drainage.

Maintain levels, profiles, and contours of subgrades.

5. Remove stones, roots, weeds, and debris while spreading topsoil materials.

Rake surface clean of stones 1" or larger in any dimension and all debris. Provide surfaces suitable for soil preparation provided under lawn and planting work.

300-1.2 Preservation of Property [Add the following]:

Consult the records and drawings of adjacent work and of existing services and utilities which may affect site work operations.

300-1.3 Removal and Disposal of Materials

300-1.3.1 General, add the following text:

All soils and materials are subject to testing by the City.

Contractor shall be responsible for locating and protecting manhole, water valve, utility access frames and covers or other metal appurtenances buried below the existing pavement surface whether shown on the plans or not.

All existing asphalt concrete pavement that is to be joined by new construction shall be sawcut as shown on plans. The Contractor shall not disturb or damage existing improvements to be protected in place. Any damage done by Contractor and/or its equipment shall be repaired or replaced as called out in Section 7-9 of the Standard Specifications at Contractor's expense. The Contractor shall call USA prior to excavation and shall "pothole" existing utilities that fall within the proposed pavement "dig-out" areas and PCC improvements as necessary to determine their depth to avoid damaging said utilities.

AC pavement shall be sawcut to full depth around entire join perimeter. Removal of existing pavement sections shall be to the depth required for construction of the replacement roadway sections as shown on the plans and will include the removal of existing AC pavement, cement treated base and/or aggregate base. All removed -151-

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material becomes the property of the Contractor and shall be hauled away and legally disposed of properly outside of the roadway right of way.

Contractor shall be responsible for removing all weeds and plants that are found within the existing sidewalk, curb and gutter or cross gutters.

ADD the following text after paragraph c):

The following items of work are included in pavement excavation:

• Removal of excess spoil from milling, excavation, disposal of debris, shrubs, rubbish and excess material away from site and disposal and payment of all required fees at a licensed disposal site.

• Maintaining dust control at all times by limited watering.

• Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans to be removed.

• Removal and disposal of unnamed concrete improvements.

• Restoration and clean-up of the site.

• Providing for traffic control and maintenance of access, security and safety including signs, barricades, flashers, covers, plates and chain link fencing as specified elsewhere in these specifications.

• Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.

• Providing all necessary means to avoid tracking of asphaltic material on existing or new asphalt pavement during paving operations including landscaped and hardscaped facilities.

• Removing and relocating all sprinkler lines, heads, valves, etc. interfering with construction of improvements.

All materials removed will be lawfully disposed of at a site secured by the Contractor.

The Contractor will make every effort to recycle excavated and demolition materials.

The Contractor will provide the Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.

No excavated or demolition materials will be left in the public right of way overnight.

All existing improvements to be joined shall be cut in a clean straight line along the join line by use of a concrete cutting saw. Compensation for this requirement shall be considered as included in the price bid in the proposal form and no additional compensation will be allowed therefore.

300-1.3.2 Requirement [Add the following]:
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Miscellaneous:

In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item.

1. Maintain dust control at all times by watering; including developing water supply and furnishing and placing all water required for work done in the contract, including water used for extra work.

2. All sawcutting and demolition.

3. Protection and maintenance of utilities, trees, fences, walls, and other facilities within the construction zone, except those specifically designated to be removed or relocated, or those requiring removal to accommodate the proposed improvements.

4. Legal disposal of all removals including asphalt and concrete, trash, vegetation and other objectionable material.

300-1.4 Payment [Add the following]:

The lump sum contract price shall include full compensation for furnishing all labor, materials, tools, equipment, and doing all work involved in clearing and grubbing as specified.

300-2 UNCLASSIFIED (ROADWAY) EXCAVATION

300-2.6 Surplus Material [Add the following]:

All surplus material, including unsuitable material, shall be disposed of in a legal manner at the expense of the Contractor.

UNCLASSIFIED FILL

General [Add the following]:

Unclassified fill shall conform to the requirements of this section as modified by these Special Provisions.

The City shall provide and pay for field quality control soils testing and inspection during earthwork operations.

Contractor shall provide adequate notice, cooperate with, provide access to their work, obtain samples, and assist testing agency and their representatives in execution of their function.

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Fill Materials: City shall provide testing of proposed materials to verify suitability for use, gradation of material, moisture-density relation by ASTM D698 Standard Proctor Method, design bearing value, and percent of organic materials.

Subgrade Surfaces: Request bearing tests to verify subgrade surfaces are adequate and meet or exceed design bearing values.

When, during progress of work, field tests indicate that installed compacted materials do not meet specified requirements, provide additional compaction until specified density is achieved, or remove or replace defective materials with new materials as directed by the City Representative. Cost of additional labor, materials, and testing to attain specified density shall be at Contractor’s expense.

Do not cover or enclose work of this section before obtaining required inspections, tests, approvals, and location recording.

All fill material is subject to testing and inspection.

Obtain inspection and approval of subgrade surfaces prior to filling operations. Scarify, dry, and compact soft and wet areas; remove and replace unsuitable subgrade materials with an approved compacted fill material. Take corrective measures before placing fill materials.

Soil stabilization: When exposed subgrade surfaces become spongy during construction operations and soil stabilization is required, stabilize subgrade materials, as directed by the City Representative.

Compaction:

Provide compaction control for all fill and backfill.

Water settling, puddling, and jetting of fill and backfill materials as a compaction method are not acceptable.

Maintain moisture content of materials, during compaction operations within required moisture range to obtain indicated compaction density.

SECTION 301 – SUBGRADE PREPARATION, TREATED MATERIALS, AND

PLACEMENT OF BASE MATERIALS

301-1 SUBGRADE PREPARATION

301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade.

[ADD the following subsection]

Adjustment of all surface utility frame and covers shall conform to the provisions of Section 301-1.6 and 302-5.8 of the Standard Specifications and the following additions and revisions:

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All surface utility covers (even those to be adjusted to grade by others) 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.

Resetting City sewer and storm drain manholes to grade shall be performed after pavement is completed. Said manholes shall be carefully and substantially set to conform to the finished surface of the finished pavement. Price shall include all labor, material, and equipment required to reset said manhole and repair surrounding pavement completely. There shall be allowed a tolerance of ¼” more or less for this work. Paving around manholes set to grade shall be done with ARHM-GG-C.

Resetting gas and water gate valve covers to grade will be done at the time the pavement is placed.

The following method shall be utilized to adjust manhole frames and covers

a) After the asphalt concrete pavement overlay has been completed, circular holes shall be cut where the cover exists. The diameter of the circular hole shall be at least twenty-four inches (24") larger than the outer diameter of the cover.

b) The cover shall then be raised to the finished pavement grade and suitably blocked and concreted in place to the satisfaction of the Owner’s Representative.

c) A PCC collar shall be poured around the cover to an elevation no more than two inches (2”) below finished pavement grade. Said PCC collar shall have a minimum depth of eight inches (8") or (as shown per plan) and be placed over four inches (4") of crushed aggregate base (CAB), thoroughly compacted to 95% minimum relative compaction.

d) After the concrete has cured sufficiently, a tack coat shall be applied and ARHM-GG- C surface course material shall be placed to finished pavement grade.

The Contractor shall also be responsible for coordinating his work with the various utility owners who will be required to adjust their own surface utility covers to grade as noted on the plans. This includes tying out their covers and notifying all surface utility owners prior to performing any work that will affect their facilities. If the required adjustment of the owner adjusted utility covers will impact the Contractor’s subsequent work then the Contractor shall coordinate his work schedule and/or perform follow up work to ensure that the quality of the final product is not compromised.

301-6 SOIL STERILANT [Add new subsection]

301-6.1 General

All areas indicated on the plans to construct PCC curb and gutter or sidewalk over native material shall be prepared in accordance with Section 300 of the Standard Specifications concerning subgrade preparation. In addition, after the compaction is -155-

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completed, the Contractor shall apply a soil sterilant to the subgrade. Application shall be by spray equipment which provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied, and the City’s decision as to effectiveness of the spray equipment shall be final. Great care shall be taken to apply soil sterilant to the designated areas only. Asphaltic concrete or decomposed granite may be placed immediately after placement of soil sterilant. Soil Sterilant shall be Casaron 50W as supplied by Target Specialty Products, Santa Fe Springs, CA., (800) 352-3870

301-6.2 Operator's License

The Contractor's operator applying the soil sterilant shall be licensed by the State of California, Department of Food and Agriculture and registered with the Office of the Agricultural Commissioner of Los Angeles County as a pest control applicator.

301-6.3 Application

Any soil sterilant which is approved in writing by a licensed pest control advisor (for the purpose to which it will apply) may be used upon acceptance by the City Representative. The dye shall not stain concrete or masonry. Certification shall be furnished to the City Representative showing the purchase receipt and manufacturer’s recommended rate of application of the material.

301-6-4 Payment

The Contractor shall supply all labor, materials and equipment to apply the soil sterilant and shall include the cost for application in the price quoted for the PCC curb and gutter or sidewalk being constructed over native material. No additional compensation will be allowed.

SECTION 302 – ROADWAY SURFACING

302-5 ASPHALT CONCRETE PAVEMENT

302-5.1 General [replace the last paragraph with the following]

Asphalt Concrete shall conform to the requirements of Subsection 203-6.1 as modified by these Special Provisions.

302-5.4 Tack Coat [add the following]

Tack coat material shall be Grade SS-1h emulsified asphalt

302-6 PORTLAND CEMENT CONCRETE PAVEMENT

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302-6.4.1 General. Unless otherwise specified in this Subsection, broom, and steel trowel finish concrete used in the hardscape areas shall be constructed of concrete prepared as prescribed in Subsection 201-1. Portland Cement Concrete Pavement shall be constructed in accordance with Section 302-6 “Portland Cement Concrete Pavement’” except as modified herein.

302-6.8 Measurement and Payment.

Payment for all concrete work will be made as part of the contract price of various removal and construction work items under Section 9, and no additional compensation will be allowed.

SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION

303-1 CONCRETE STRUCTURES

303-1.8 Placing Concrete.

303-1.8.1 General. [Add the following paragraph]

The Contractor shall exercise caution in placement of concrete in congested areas to ensure proper consolidation and that there are no voids. Adequate provisions shall be made for visual inspection of concrete placement. Use of smaller maximum aggregate sizes, or other methods as necessary may be proposed by the Contractor and will be permitted only after evaluation by the City Representative.

303-1.9.2 Ordinary Surface Finish. [Add the following paragraph]

Ordinary Surface Finish shall not apply to rock pockets which, in the opinion of the Engineer, are of such extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the Engineer may declare the concrete defective and require the removal and replacement of the structure affected.

303-1.10 Curing. [Amend first paragraph with the following]

Exposed concrete surfaces shall be sprayed with Type 2 curing compound at a uniform rate of one gallon per 150 square feet.

303-1.11 Payment. [Replace first paragraph with the following]

Portland Cement Concrete structures shall be included in the various contract unit prices listed under Section 9 and shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work required to construct the structure in conformity with the plans and specifications.

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Should the Contractor request and obtain permission to use admixtures for his own benefit, he shall furnish such admixtures and incorporate them in the concrete mixture at his expense, and no additional compensation will be allowed therefor.

Should the City Representative direct the Contractor to incorporate any admixtures in the concrete when their use is not required by these specifications, furnishing the admixtures and adding them to the concrete will be paid for as Extra Work a provided in Subsection 3-3, as amended by these Special Provisions.

303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS

303-5.1 Requirements

303-5.1.1 General. [Add the following paragraph]

Concrete flatwork shall conform to the Standard Specifications as modified by the Standard Plans for Public works Construction (Greenbook).

Job sample. Contractor shall pour and finish a 4’x4’ square sample of concrete finish (stamped patterned concrete, brick pattern, color as directed by the City using Colorful Admixtures or approved equal) and color using the contemplated materials and construction techniques. The sample shall include final finish color, and texture.

Construction and expansion joints sample per Plan shall meet with the City’s approval prior to placing any concrete.

[ADD the following subsections]

303-5.1.1.1 Curbs and gutters

Curb and gutter shall be per SSPWC Standard Plan 120-2 as indicated on plans.

All curb and gutter adjacent to driveways and alley approaches shall be included in the per square foot (SF) cost to install the PCC driveway approaches and alley approaches.

For construction of curb and gutter within a new curb ramp, payment for the curb and gutter shall be included in the unit price of the curb ramp. For all other curb and gutter within the curb return not covered under the curb ramp pay item, measurement and payment will be included under the curb and gutter bid item.

Prior to placement of these improvements, contractor shall grind or prune all obstructing roots if present and per the root pruning specifications.

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to the finished grade of the new gutter. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

303-5.1.1.3 Sidewalk

Concrete sidewalk shall be per SSPWC Standard Plan 113-2 as indicated on the plans.

Concrete shall be constructed of Portland cement concrete of the class and other requirements specified in Section 201-1 of the SSPW C (Greenbook).

Concrete sidewalk shall be constructed to the line, grades and designs shown on the plans or as ordered by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. Any and all gas or water meter boxes falling within the limits of sidewalk construction shall be adjusted to the finished grade of the new sidewalk. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

Prior to placement of new sidewalk, contractor shall grind or prune all obstructing roots if present.

A sidewalk ½-inch radius edging tool is to be used to finish the back edge of all curbs.

Sidewalk score lines shall have a minimum finished depth of ½-inch. Walkway replacement needed to join new sidewalk shall be in kind to the walkway removed or as directed by the Engineer's representative.

Any appurtenant PCC Improvement constructed as part of this project and not included with a unit price bid quote or otherwise covered for payment herein shall be paid at the unit price for 4-inch Sidewalk per square foot prorated to reflect the true amount of PCC material being constructed, as approved by the Engineer's Representative. The prorated unit price bid for the appurtenant PCC improvement shall include all costs of subgrade preparation, and the excavation, furnishing and compacting of backfill material and no additional compensation will be allowed therefore.

303-5.1.1.4 Curb Ramp

Concrete Curb Ramps shall be per modified ADA Compliant Caltrans Standard Plan RSP A88A, Case C, per plans. Concrete shall be constructed of Portland cement concrete of the class and other requirements specified in Section 201-1 of the SSPWC (Greenbook).

The geometry shown on the plans is schematic. The final limits and geometry of the required curb ramp shall be verified and placed in the field by the contractor in order to ensure the required grades and clearances are obtained.

Curb and Gutter adjacent to the curb ramps shall be included in the limits of the Curb Ramp.
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All work within the 1’ rumble strip at grade breaks of the sidewalk shall be considered as part of the curb ramp. All work past the 1’ rumble strip, which has been approved by the engineer, shall be considered as extra sidewalk or curb and gutter items and will be paid for per the respective unit price.

Concrete Curb Ramps shall be constructed to the line, grades and designs shown on the plans or as directed by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. All sawcut locations along existing cross gutters shall be cut in a curve conforming to the existing curb return and shall be cut at a set offset from the flow line as approved by the City Engineer. The flow line shall be maintained, ensuring that ponding does not occur in the existing cross gutter.

Any and all Traffic Signal, or pedestrian push button poles, traffic signal poles and other surface mounted appurtenances shall be protected in place and/or re-attached as part of this bid item.

The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

All pull boxes within curb ramp limits shall also be adjusted to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item.

All water or gas valves within curb ramp limits shall also be adjusted to the finished grade of the new curb ramp and shall be paid for per the unit price for each respective bid item.

Additionally, all curb ramps shall have a detectable warning surface that extends the full width of the ramp and the full length of the ramp up to the score marks no less the 3’x4’.

The finished surfaces of the detectable warning surface shall be free from blemishes.

Type and color included under section 303-5 herein. The unit price for the detectable warning surface shall be included in the unit price of the curb ramp.

The City Engineer shall have final say regarding the case and type of curb ramp to be installed and shall retain the right to revise the ramp designation at any point prior to construction.

303-5.1.4 Detectable Warning Surface

Curb ramp detectable warning surface construction shall be cast-in-place. The color of the detectable warning surface shall be blue and shall be provided through Armorcast or approved equal. The contractor shall provide a color and material sample for City approval prior to installation of truncated warning surface. Color shall be dark blue.

Prefabricated detectable warning surface shall be in conformance with the requirements established by the Department of General Services, Division of State Architect and in conformance with the manufacturer's recommendations. The manufacturer shall provide a written 5-year warranty for prefabricated detectable warning surfaces, guaranteeing replacement when there is defect in the dome shape, color fastness, sound-on-cane acoustic quality, resilience, or attachment. The warranty period shall begin upon acceptance of the contract. -160-

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303-5.1.1.5 Driveways

Concrete Driveways shall be per SSPWC Standard Plan 110-2 as shown on the plans.

All concrete drive approaches are to be opened up to traffic within 72 hours. The concrete shall reach a strength of a minimum of 2500 psi in 72 hours. All driveway approaches are to be opened up to traffic by the end of the day on the Friday of the week which the concrete was poured.

Curb and Gutter within the driveway shall be included in the unit price.

Concrete driveways shall be constructed to the line, grades and designs shown on the plans or as directed by the Engineer. Existing surfaces to be joined shall be sawcut on a neat, straight line at the join location. The existing flow line shall be maintained at the two join locations, ensuring that ponding does not occur in the existing intersection.

Any and all Traffic Signal, gas or water meter boxes falling within the limits of driveway construction shall be adjusted to the finished grade of the new driveway and shall be included in the base unit price per the respective item. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.

All PCC improvements beyond the driveway limits shall be paid for as sidewalk or curb and gutter, as applies.

303-5.2 Forms

303-5.2.1 Standard Forms. [Add the following]

1. Use flexible metal, 1" lumber or plywood forms to form radius bends.

2. Install, align and level forms, stake and brace forms in place. Maintain following grade and alignment tolerances.

a. Top of Form: Maximum 1/8” in 10’0”.
b. Vertical Face: Maximum 1/8” in 10’0”.

3. The Contractor shall include all fine grading and compaction with regard to setting forms during concrete placement.

303-5.4 Joints

303-5.4.1 General [Add to the first paragraph]

1. Provide expansion joints using pre-molded joint filler at concrete work abutting curbs, walks and other fixed objects.

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a. Locate expansion joints as indicated. When not indicated, provide joints at maximum 8'-0" on center for curbs and walks. Align expansion joints in abutting curbs and walks.

b. Install joint fillers full-width and depth of joint. Recess top edge below finish to receive sealants are indicated on the details.

c. Provide joint fillers in single lengths for the full slab width, whenever possible.

Fasten joint filler sections together when multiple lengths are required.

Where intersecting joints occur join top edge and continue any spliced joints without deviation of form line or direction.

Protect the top edge of the joint filler during concrete placement.

SECTION 309 – MONUMENTS

309-1 DESCRIPTION. [Add the following]:

The Contractor shall be responsible for researching, identifying, tying out and re-setting all monumentation which will be demolished during the course of this project. This work item shall include all professional services and work necessary to fully comply with the provisions of the PROFESSIONAL LAND SURVEYORS’ ACT (Business and Professions Code §§ 8700 – 8805) Section 8771.(b).

The contractor will be required to submit all required documentation for the monumentation survey prior to the issuance of an encroachment permit.

309-4 PAYMENT [amend as follows]:

Payment for Monumentation Survey shall include all work necessary to fully comply with all Federal, State and Local regulations pertaining to the protection and replacement of survey monumentation.

The Contract Unit Price for each survey monument shall be considered included in the Lump Sum price for Construction Survey (Item 2), including necessary excavation and backfill as shown on the Plans, found in the field or as directed by the Engineer.

SECTION 313 – SIGNAGE [add section]

313-1 GENERAL. All new and relocated signs shall be installed and located in accordance with the CA MUTCD, latest edition.

SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS

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314-2.1 General [Add the following]

For removal work, Standard Special Provision (SSP) 14-11.07_A05-15-15 on “Striping Removal as Hazardous Waste Material” and SSP 15-2.02C(2)_A01-18-13 on “Non- Yellow Striping Removal as Non-Hazardous Waste Material” apply.

Waste from removal of yellow thermoplastic traffic stripe may contain lead chromate in average concentrations greater than or equal to 5 mg/L Soluble Lead or 1000 mg/kg Total Lead. Yellow thermoplastic traffic stripe may exist at the locations shown on the plans for removal.

Residue produced from the removal of yellow thermoplastic contains heavy metals in concentrations that exceed thresholds established by the California Health and Safety Code and Title 22 of the California Code of Regulations. The Contractor shall assume that the residue is not regulated under the Federal Resource Conservation and Recovery Act (RCRA). Yellow thermoplastic may produce toxic fumes when heated.

The removed yellow thermoplastic shall be disposed of at a Class 1 disposal facility in conformance with the requirements of the disposal facility operator within one day after beginning to accumulate residue and dust. The Contractor shall make necessary arrangements to test the yellow thermoplastic residue as required by the disposal facility and these special provisions. Testing shall include, at a minimum, (1) Total Lead by EPA Method 6010B and Chromium by EPA Method 7000 series, (2) Soluble Lead and Chromium by California Waste Extraction Test, and (3) Soluble Lead and Chromium by Toxicity Characteristic Leaching Procedure. From the first 222 gallons of waste, or portion thereof if less than 222 gallons of waste are produced, a minimum of four randomly selected samples shall be taken and analyzed individually. Samples shall not be composited. From each additional 888 gallons of waste, or portion thereof if less than 888 gallons are produced, a minimum of one additional random sample shall be taken and analyzed. Each sample shall be homogenized prior to analysis by the laboratory performing the analyses. A sample aliquot sufficient to cover the amount necessary for the total and the soluble analyses shall then be taken. This aliquot shall be homogenized a second time and the total and soluble Contract No. 12-0E0704 174 (if necessary) run on this aliquot. The homogenization process shall not include grinding of the samples. The Contractor shall submit the name and location of the disposal facility and analytical laboratory along with the testing requirements to the Engineer not less than 5 days prior to the start of removal of yellow thermoplastic traffic stripe. The analytical laboratory shall be certified by the Department of Health Services Environmental Laboratory Accreditation Program for all analyses to be performed. Test results shall be provided to the Engineer for review prior to signing a waste profile as requested by the disposal facility, prior to issuing an EPA identification number, and prior to allowing removal of the waste from the site.

The Contractor shall prepare a project specific Lead Compliance Plan to prevent or minimize worker exposure to lead while handling removed yellow thermoplastic residue.

Attention is directed to Title 8, California Code of Regulations, Section 1532.1, "Lead," for specific Cal-OSHA requirements when working with lead.

The Lead Compliance Plan shall contain the elements listed in Title 8, California Code of Regulations, Section 1532.1(e)(2)(B). Before submission to the Engineer, the Lead -163-

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Compliance Plan shall be approved by an Industrial Hygienist certified in Comprehensive Practice by the American Board of Industrial Hygiene. The Plan shall be submitted to the Engineer at least 7 days prior to beginning removal of yellow thermoplastic.

Prior to removing yellow thermoplastic traffic stripe, personnel who have no prior training, including State personnel, shall complete a safety training program provided by the Contractor that meets the requirements of Title 8, California Code of Regulations, Section 1532.1, "Lead," and the Contractor's Lead Compliance Program.

Personal protective equipment, training, and washing facilities required by the Contractor's Lead Compliance Plan shall be supplied to State personnel by the Contractor. The number of State personnel will be 3.

Removal of traffic stripes and pavement markings by grinding method at exclusion zones will not be allowed. For purposes of this restriction, exclusion zones is defined as those existing pavement areas that are to remain in place after construction of all improvements under this contract are completed.

Where grinding removal method is allowed outside the exclusion zones or other methods approved by the Engineer are used to remove yellow thermoplastic traffic stripe, the removed residue, including dust, shall be contained and collected immediately. Collection shall be by a high efficiency particulate air (HEPA) filter equipped vacuum attachment operated concurrently with the removal operations or other equally effective methods approved by the Engineer. The Contractor shall submit a written work plan for the removal, storage, and disposal of yellow thermoplastic traffic stripe to the Engineer for approval not less than 7 days prior to the start of the removal operations. Removal operations shall not be started until the Engineer has approved the work plan.

The removed yellow thermoplastic traffic stripe residue shall be stored and labeled in covered containers. Labels shall conform to the provisions of Title 22, California Code of Regulations, Sections 66262.31 and 66262.32. Labels shall be marked with date when the waste is generated, the words "Hazardous Waste," composition and physical state of the waste (for example, asphalt grindings with thermoplastic), the word "Toxic," the name and address of the Engineer, the Engineer's telephone number, contract number, and Contractor or subcontractor. The containers shall be a type approved by the United States Department of Transportation for the transportation and temporary storage of the removed residue. The containers shall be handled so that no spillage will occur. The containers shall be stored in a secured fenced enclosure at a location within the project limits until disposal, as approved by the Engineer.

If the yellow thermoplastic traffic stripe residue is transported to a Class 1 disposal facility as a hazardous waste, a manifest shall be used, and the transporter shall be registered with the California Department of Toxic Substance Control. The Engineer will obtain the United States Environmental Protection Agency Identification Number and sign all manifests as the generator within 2 working days of receiving sample test results and approving the test methods.

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The contract lump sum price paid for Lead Compliance Plan shall be considered included in the Lump Sum unit price for signing, striping and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals and for doing all the work involved in preparing the Lead Compliance Plan, including paying the Certified Industrial Hygienist, and for providing personnel protective equipment, training, air monitoring, and medical surveillance, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

Full compensation for providing a written work plan for the removal, storage, and disposal of yellow thermoplastic traffic stripe shall be considered as included in the contract prices paid per lump sum for Signing and Striping Improvements and no separate payment will be made therefor.

Full compensation for temporary storage of waste at the site and disposal of removed existing yellow thermoplastic traffic stripe to a Class 1 disposal facility shall be considered as included in the contract price paid per lump sum for Signing and Striping Improvements and no additional compensation will be allowed therefor.

314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT

MARKINGS

314-4.2 Control of Alignment and Layout.

314-4.2.1 General. [Modify and amend this section to read]:

The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting.

Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without the proper striping over a weekend or holiday.

Stop bars shall not remain unpainted overnight.

314-4.3.5 Application. [Add to this section]:

Temporary painted traffic striping and markings shall be applied in one coat, as soon as possible and within 24 hours after the finish course has been applied.

Paint for temporary traffic striping and pavement markings shall be white Formula No. 2600A9 Duraline 2000 and yellow Formula No. 2601A9 Duraline 2000 as manufactured by Morton. These temporary paints shall be applied at 15 mils wet.

The final striping for all painted areas shall be sprayable reflectorized thermoplastic. The sprayable reflectorized thermoplastic pavement striping shall not be applied until the paving has been in place for at least 15 days. The thermoplastic shall be applied at

0.45 mm minimum thickness for all striping except crosswalks and limit lines – which shall be 0.90 mm minimum thickness.

If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of -165-

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work shall require the Contractor to re-install “NO PARKING, TOW-AWAY” signs and re-notify the affected residents, at the Contractor’s sole expense. In addition, if the Contractor removes/covers/damages existing striping and/or raised pavement markers outside of the work area, he shall re-stripe/replace such work items at no cost to the City.

The Contractor shall paint or otherwise delineate, to the satisfaction of the Engineer, temporary traffic lanes when (1) two opposing traffic lanes are adjacent or (2) there is more than one lane in any one direction, for more than three consecutive calendar days.

Dependent upon construction phasing, the Engineer may require the Contractor to apply two applications of paint to maintain adequate delineation on base pavement surfaces, at no additional cost to the City.”

Existing traffic stripes and pavement markings to be removed or conflicting traffic stripes and pavements markings that are no longer applicable shall be removed by grinding, unless written approval from the Engineer is acquired for an alternate method prior to mobilization of removal operation.

During the removal process, the Contractor shall not damage the existing pavement.

The Contractor shall apply a Type I emulsion aggregate slurry to existing pavement that was “scarred” or otherwise damaged due to the removal process, prior to the application of the new thermoplastic/paint materials at the discretion of the engineer.

Existing surfacing which is to receive the thermoplastic/paint material shall be mechanically wire brushed to remove all dirt and contaminants. Residue resulting from removal operations shall be removed from pavement surfaces by sweeping or vacuuming before the residue is blown by the action of traffic or wind, migrates access lanes or shoulders, or enters into drainage facilities.

Existing and\or conflicting striping and markings to be removed shall be removed prior to the application of new materials. In no case shall any section of a City street be left without the proper striping for vehicular channelization or pedestrian safety, more than 24 hours, or over weekends or holidays.

In the event final striping cannot be applied immediately after the removal process, temporary striping (paint only) shall be required. Temporary reflective markers may be utilized if prior written approval is granted by the Engineer.

Contractor shall maintain all temporary applications prior to the final striping and markings being applied.

PART 6 – TEMPORARY TRAFFIC CONTROL
SECTION 601 – WORK AREA TRAFFIC CONTROL

601-1 GENERAL [Add the following]

The Contractor shall provide and maintain all construction area traffic controls in accordance with Section 7-10 of the Standard Specifications for Public Works Construction and the latest version of the California Manual on Uniform Traffic Control -166-

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Devices (CA MUTCD).

The Contractor shall prepare an updated and detailed temporary traffic control plan as part of this project. Plans developed by the contractor shall be prepared by a Registered Civil or Traffic Engineer and submitted to the Public Works Department for approval at least ten (10) working days prior to the beginning of the work. No work shall commence prior to approval of the traffic control plans by the City Engineer or his designee. -167-

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1 BASE ON COMPACTED SUBGRADE.

CONSTRUCT 6" ASPHALT CONCRETE (PG 64-10 B) OVER 12" CRUSHED MISCELLANEOUS 2 CONSTRUCT 2" MIN RUBBERIZED ASPHALT CONCRETE (ARHM-GG-C) OVERLAY. 3 COLDMILL AC PAVEMENT VARIABLE DEPTH (MIN 2" THICK).
4 CONSTRUCT 4" PCC SIDEWALK PER SPPWC 113-2 STD PLAN.
5 STD PLAN RSP A88A. (SEE DETAIL ON SHEET C-4)

CONSTRUCT MODIFIED ADA COMPLIANT CURB RAMP (CASE C) PER CALTRANS 6 SAWCUT AND REMOVE 18" AC, BASE, SUBBASE, AND/ OR SUBGRADE. 7 (SEE DETAIL ON SHEET C-4)
CONSTRUCT 6" PCC (TYPE PER PLAN) DRIVEWAY PER SPPWC 110-2 STD PLAN. 8 CONSTRUCT TYPE A2-6 CURB AND GUTTER PER SPPWC 120-2 STD PLAN. (6" CF) 9 CONSTRUCT TYPE A1-6 CURB PER SPPWC 120-2 STD PLAN. (6" CF) 10 (SEE SHEET P-1 FOR TOP OF CURB ELEVATIONS)
CUT EXISTING PARKWAY INLET DRAIN AND RECONSTRUCT OPENING IN KIND. 11 AS REQUIRED.

COMPLETE. CUT, REMOVE, AND CAP EXISTING IRRIGATION LINE(S)

REMOVE RAISED MEDIAN, EXISTING LANDSCAPE AND HARDSCAPE
12 FURNISH AND INSTALL STAMPED CONCRETE IN KIND.
13 SCARIFY MINIMUM OF 12" SUBGRADE UNDERLYING PAVEMENT SECTION. 15 COMPACTED SUBGRADE PER METRO STD DESIGN GUIDELINES.

CONSTRUCT 8" PCC BUS PAD OVER 6" CRUSHED MISCELLANEOUS BASE ON

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TTL-01.dgn6/22/202211:25:38 AM06/23/22 DATE
DATE
DATE

VH HC AN

NO SCALE

ALONDRA BLVD

RENDALIA ST

CHESTER STPITTS AVEBURTON ST
BONFAIR AVEPM=LA 19 6.96
End Work
PM=LA 19 6.85
Begin Work

CITY OF BELLFLOWER
STATE ROUTE 19

PROJECT PLANS FOR CONSTRUCTION ON

INDEX OF PLANS
LEGEND

CATCH BASIN

TELEPHONE MANHOLE

TELEPHONE PULL BOX

FIRE HYDRANT

PARKING LOT LIGHT

DROP INLET

STORM DRAIN MANHOLE

SEWER CLEANOUT

SEWER MANHOLE

PEDESTRIAN SIGNAL

STREET LIGHT

TRAFFIC SIGNAL

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
CONTRACT NO. PS47203250

VICINITY MAP

DEL AMO BLVD

CANDLEWOOD ST

ALONDRA BLVD

ROSECRANS BLVD

IMPERIAL HWY

ARTESIA BLVD
FI
RES

TONE BLVDBELLFLOWER BLVDWOODRUFF AVESTUDEBAKER RDPIONEER BLVDNORWALK BLVDCLARK AVEPARAMOUNT BLVDDOWNEY AVECHERRY AVEORANGE AVEATLANTIC AVELONG BEACH BLVDSOMERSET BLVD

LONG BEACH FWYALONDRA FWY SAN GABRIEL RIVER FWYCENTURY FWY LOS ANGELES RIVERSAN GABRIEL RIVER105
710
91 605
5 CARSON ST
PALO VERDE AVE405
SITE

PROJECT
SAN
D
IEGO
1LOCATION MAP

TITLE SHEET AND
TTL-1

NO SCALE

ABBREVIATIONS
MODIFY SIGNAL AND LIGHTINGE-1-215-16
PAVEMENT DELINEATION AND SIGN PLANPD-114
TRAFFIC CONTROL PLANSTC-1-410-13
UTILITY PLANU-19
CONSTRUCTION DETAILSC-1-45-8
PROFILESP-14
LAYOUTL-13
TYPICAL CROSS SECTIONSX-12
TITLE AND LOCATION MAPTTL-11
DESCRIPTION SHEET NO.

GENERAL NOTES

LOCATION MAP
POSITIONS FOR SAID STATIONS, IN SAID EPOCH, WAS USED AS THE FOR THIS SURVEY.

THE BEARING BETWEEN C.G.P.S BKMS AND LBC1 BEING N 15°17'21"E, AS DERIVED FROM THE "FIXED" HORIZONTALLY IN THIS SURVEY.

HELDSTATIONS ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE TWO CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS BKMS AND LBC1. SAID (G.P.S.) TIES TO1983 (NAD 83) (2007), AND WERE DETERMINED BY GLOBAL POSITIONING SYSTEM COODINATE SYSTEM (CCS83), ZONE 5, 2011.00 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF

THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA BASIS OF BEARING:

DESCRIBED: "L&DPW TAG IN W CB 3M(10') S/O BCR @ SW COR LAKEWOOD BL & MAYNE ST" NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 1988)
LOS ANGELES COUNTY WORKS: Y 12296 (BELLFLOWER QUAD 2005) ELEVATION: 66.924 FEET BENCHMARK:

ELEVATIONS SHOWN HEREIN WERE DETERMINED BY FAST STATIC GPS TIES TO THE FOLLOWING BENCHMARK:

LOS ANGELES COUNTY

IN BELLFLOWER AND PARAMOUNT,

CONSTRUCTION NOTES
RSP A10A AND A10B.

STANDARD PLANS

ARE DEFINED ON STATE

ALL OTHER ABBREVIATIONS
NOTE:

ELECTRICAL MANHOLE

ELECTRICAL METER

ELECTRICAL PULL BOX

GUY WIRE

POWER POLE

IRRIGATION CABINET
UTIL_VLV
UTIL_WMTR

ELECTRICAL RISERVALVE

IRRIGATION CONTROL

STREET LIGHT

TRAFFIC SIGNAL AND

WITH ARM

TRAFFIC SIGNAL

PULL BOX

TRAFFIC SIGNAL

TESTING STATION

GAS ELECTRONIC

STREET LIGHT

POLE POLE WITH

WITH CONDUITS

POWER POLE

BELLFLOWER

CITY OF
(ROUTE 19)LAKEWOOD BLVDBELLFLOWERCITY OF(ROUTE 19)LAKEWOOD BLVDPARAMOUNT

CITY OF PARAMOUNTCITY OFWESTERLY

WATER VALVE

WATER METER
VARIES

UNKNOWN VAULT

UNKNOWN PULL BOX

TELEPHONE VAULT

TRAFFIC SIGNAL PULL BOX

TRAFFIC SIGNAL CABINET

TELEPHONE PULL BOX
WLY
WV
WM
VAR
UNVLT
UNPB
TVLT
TSPB
TSCAB
TPB

TELEPHONE MANHOLE

SOUTHERLY

SIDEWALK

STREET LIGHT PULL BOX

SEWER MANHOLE

STORM DRAIN MANHOLE

SOUTHER CALIFORNIA GAS

STATE OF CALIFORNIA MAN HOLE

RIGHT-OF-WAY

RIGHT OF ENTRY

POWER POLE

PARK WATER COMPANY

PARAMOUNT PETROLEUM CORP

NORTHERLY
"LA CO ROAD DEPT" MAN HOLE

HANDICAP SIGN

GAS VALVE
GRATE

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION

EXISTING

EASTERLY

ELEVATION

ELECTRIC VAULT

ELECTRIC PULL BOX

ELECTRIC CABINET

ELECTRIC VENT

DRIVEWAY

CP TEST VALVE

CENTERLINE

CAST IRON

MUTUAL WATER CO

BELLFLOWER SOMERSET
BEGIN

ASSEMBLY

BACK FLOW PREVENTION

ASPHALT CONCRETE
TMH
SLY
SW
STPB
SS
SDMH
SCG
SOCMH
R/W
ROE
PP
PWC
PPC
NLY
LACOMH

HC SIGN
GV
GR
FH
FDC
EX
ELY
ELEV
EVLT
EPB
ECAB
E VENT
DWY
CPTV
CL
CI
BSMWC
BEG
BFP
AC
14 CUT EXISTING CULVERT, RECONSTRUCT, AND JOIN IN KIND.

DISTRESSED AREA GREATER THAT 1/4-IN WIDE WITH NOT APPLIED CRACK SEALANT.

PRIOR TO PLACING PAVEMENT OVERLAY. CONTRACTOR SHALL REMOVE AND REPAIR LOCALIZED 14.

THOSE IMPROVEMENTS AT HIS EXPENSE.

AREAS ARE IDENTIFIED WHERE PONDING OCCURS, THE CONTRACTOR SHALL REMOVE AND REPLACE TESTED PRIOR TO FINAL ACCEPTANCE TO ENSURE POSITIVE DRAINAGE WITHOUT LOW SPOTS. IF ANY ALL CONCRETE CURB AND GUTTER, AND PAVEMENT WITH LESS THAN 1% GRADE SHALL BE WATER13.

BE STORED ELSEWHERE BY THE CONTRACTOR AT HIS EXPENSE.

OR EQUIPMENT NOT INSTALLED OR USED IN CONSTRUCTION WITHIN THE DAILY WORK PERIOD SHALL PUBLIC RIGHT-OF-WAY EXCEPT IN CITY ESTABLISHED OR APPROVED STAGING AREAS. ALL MATERIALS CONSTRUCTION EQUIPMENT AND MATERIAL SHALL NOT BE STORED IN STREETS, ROADS, HIGHWAYS, OR12.

GEO FABRIC AND GRAVEL BAGS AND SHALL BE PLACED PER NPDES/CONTRACTOR'S SWPPP.

THE STORM DRAIN OR ANY RECEIVING WATER. ALL STORM DRAIN INLETS SHALL BE COVERED WITH CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS, ASPHALT AND ANY OTHER MATERIAL FROM ENTERING11.

MANNER AND AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK.

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A

SPECIAL PROVISIONS, ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. UNLESS OTHERWISE STATED IN THE ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT10.

AT ALL TIMES AND SHALL BE COORDINATED PER EACH PHASE.

EITHER SIDE OF STREET MUST REMAIN OPEN FOR PEDESTRIAN AND ADA ACCESS EXCEPT WHERE WORK IS IN PROGRESS AND WORKERS ARE CONTINUOUSLY PRESENT. ONE SIDEWALK ON FIVE FEET (5') SHALL BE PROTECTED BY COVERING AND/OR APPROVED FENCING AT ALL TIMES ADJACENT EXCAVATION WHEN SAID EXCAVATION IS LEFT UNMANNED. ALL TRENCHES DEEPER THAN PEDESTRIAN WALKWAYS MUST BE MAINTAINED WITH SAFETY FENCING OR BARRIER SEPARATION FROM9.

WHILE WORK HAS NOT BEEN COMPLETED.

APPROVED BY THE ENGINEER. STEEL PLATES SHALL BE USED IN ORDER TO MAINTAIN ACCESS

NECESSARY CONSTRUCTION PRECLUDES SUCH ACCESS FOR REASONABLE PERIODS OF TIME AS VEHICULAR ACCESS TO DRIVEWAYS SHALL BE MAINTAINED TO THE PROPERTY LINE EXCEPT WHEN8.

COMMUNITY SERVICE AGENCIES 48 HOURS PRIOR TO THE START OF CONSTRUCTION.

VEHICLES, CUSTOMERS AND BUSINESSES, AND SHALL NOTIFY THE APPROPRIATE EMERGENCY AND THE CONTRACTOR MUST AT ALL TIMES DURING CONSTRUCTION PROVIDE ACCESS FOR EMERGENCY 7.

IN KIND AT THE CONTRACTOR'S EXPENSE BY A LICENSED SURVEYOR IN THE STATE OF CALIFORNIA.

ALL SURVEY MONUMENTS DESTROYED AS A RESULT OF THE CONTRACTOR'S WORK SHALL BE RESET6.

LATEST EDITION, UNLESS OTHERWISE NOTED ON THE PLAN OR IN THE SPECIAL PROVISIONS.

TRANSPORTATION STANDARD SPECIFICATIONS-SECTION 86, LATEST EDITION, AND STANDARD PLANS TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF5.

ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.

TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL4.

TO GRADE OR EXCAVATE.

AT 811. NO WORK SHALL BE DONE ON THE SITE UNTIL DIGALERT IS NOTIFIED OF INTENTIONS THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO ANY EXCAVATION3.

WORK TO CONFIRM DEPTH.

SHOWN ON THESE PLANS. CONTRACTOR SHALL POTHOLE ANY QUESTIONABLE UTILITIES PRIOR TO

PROTECT THE UTILITY LINES SHOWN AND ANY OTHER IN-SERVICE LINES NOT ON RECORD OR NOT BEEN EVALUATED. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO

NOTIFY THE ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE PER PHASE. IF CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL INFORMATION. THE CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO BEGINNING WORK DATA. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID

INFORMATION SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD THE EXISTENCE, LOCATION, AND CHARACTERISTICS OF UNDERGROUND AND ABOVE GROUND UTILITY2.

EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

THE 2012 EDITION OF AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLANS AND THE 2015

CITY OF BELLFLOWER STANDARD, THE STATE OF CALIFORNIA STANDARD PLANS AND SPECIFICATIONS,

CONTRACT SPECIFICATIONS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF ALL WORK DETAILED ON THESE CONSTRUCTION DRAWINGS, EXCEPT AS OTHERWISE STATED IN THE1. 06/23/22-180-

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\X-01.dgn6/15/202210:46:41 AM06/17/22 DATE
DATE
DATE

VH HC AN
2 CONSTRUCT 2" MIN RUBBERIZED ASPHALT CONCRETE (ARHM-GG-C) OVERLAY. 1 BASE ON COMPACTED SUBGRADE.

CONSTRUCT 6" ASPHALT CONCRETE (PG 64-10 B) OVER 12" CRUSHED MISCELLANEOUS 3 COLDMILL AC PAVEMENT VARIABLE DEPTH (MIN 2" THICK).
4 CONSTRUCT 4" PCC SIDEWALK PER SPPWC 113-2 STD PLAN.
6 SAWCUT AND REMOVE 18" AC, BASE, SUBBASE, AND/ OR SUBGRADE. 8 CONSTRUCT TYPE A2-6 CURB AND GUTTER PER SPPWC 120-2 STD PLAN. (6" CF) 9 CONSTRUCT TYPE A1-6 CURB PER SPPWC 120-2 STD PLAN. (6" CF) 11 AS REQUIRED.

COMPLETE. CUT, REMOVE, AND CAP EXISTING IRRIGATION LINE(S)

REMOVE RAISED MEDIAN, EXISTING LANDSCAPE AND HARDSCAPE
12 FURNISH AND INSTALL STAMPED CONCRETE IN KIND.
13 SCARIFY MINIMUM OF 12" SUBGRADE UNDERLYING PAVEMENT SECTION.

R/W
100'
R/W
Lakewood Blvd
50'50'
R/WR/W
Lakewood Blvd
50'50'
OG
R/W
100'
R/W
50'50'

ALONDRA BOULEVARD
OG
R/WR/W
50'
Alondra Blvd
Alondra Blvd
OG
FG
FS
4'
4'

ALONDRA BOULEVARD
1 1
1 11'13'11'23'11'
2 2
23 11'11'11'13'23'
11'11'10'11'25'4'
11'10'11'11'21'
2 2
FS
NOTES

THE STANDARD SPECIFICATIONS

SECTIONS) ARE SUBJECT TO TOLERANCES SPECIFIED IN
DIMENSIONS OF THE PAVEMENT STRUCTURES (STRUCTURAL1.

SECTIONS

TYPICAL CROSS
X-1
2 MAX

1.5%
MAX

1.5%
2 3
3 3
6 6
6 1 6
3 8
8 4
9 3FSFS
FSFSFS

CONSTRUCTION NOTES

NO SCALE
11 1112
LAKEWOOD BOULEVARD (ROUTE 19)
LAKEWOOD BOULEVARD (ROUTE 19)
(10% MAX)

REPAVE IN KIND

REGRADE AND
(10% MAX)

REPAVE IN KIND

REGRADE AND
4 2 3
SW
SW
5'5'
5'5'
100'
14'
14'10'
VAR
8'-12'
100'-104'
50'-54'
4'-2"-7'
4'-2"-9'
STA 201+93.00 TO STA 204+38.00
STA 205+61.95 TO STA 207+57.87
STA 103+27.00 TO STA 106+26.00
STA 107+64.00 TO STA 111+14.26
13 13
13 13
2'
2'
* 18' CURB LANE ALLOWS FOR 4' BIKE WIDTH, 12' TRAVEL LANE, AND 2' GUTTER. 18' *
18' *
11 1 6 13
1 6 13
7'
7'
5'-13'
5'2'
7'
7'
0 2 06/23/22-181-

100 101 103102 104 105 205106 107 108 109 110 111 112 113 204201202203206207208209SCALE 1" = 50'
LAYOUT

BEG TAPER

END TAPER
R/WR/W

R/W R/W
CL
ALONDRA Blvd 107+00
Rte 19 STA 205+00
CL
No.#R T L
1 2
3 4
5 4
1 2
3 5
9 10
6 7
8 6
7 8
10 11
10°50'52"
12 13
9 -
1°49'20"
1°49'20"
-
21°6'40"
180°0'0"

40.00' LT
STA 110+48.00

42.00' LT
STA 109+68.00
100'
100'100'100'49'50'4.00' RT 7.00' LT

BEG TAPER

BEG CONSTRUCTION

42.00' RT
STA 103+27.00 N 0°13'39" W 957'11 12
14 14
90°0'0"
15 90°0'0"
16 90°0'0"
90°0'0"
90°0'0"
180°0'0"
90°0'0"

42.00' LT
STA 109+30.00 BC

42.00' LT
STA 108+92.00 EC

42.00' LT
STA 107+75.00 BC

43.00' RT
STA 106+26.00 BC

43.00' RT
STA 105+75.00 EC

43.00' RT
STA 105+50.00 BC

45.00' RT
STA 205+72.00 EC

45.00' LT
STA 204+27.00 EC

45.00' LT
STA 204+18.00
1°49'44"
1°49'44"

4.00' RT
STA 110+15.00

8.00' RT
STA 107+64.00

8.00' RT
STA 111+05.00
N 89°46'44" E 1350'
LC
LC
LC
LC
LC
LC

40.50' LT
STA 110+23.31
DWY

42.00' LT
STA 109+63.23
DWY

42.00' LT
STA 108+19.73
DWY

43.00' RT
STA 104+93.55
DWY

43.00' RT
STA 104+20.92
DWY

43.14' RT
STA 103+70.19
DWY
13 R/W15

35.00'
16 35.00'
90°29'23"
87°49'50"

42.00' LT
STA 106+19.12 BC

45.00' RT
STA 204+26.78 BC
L-1
3 835.50'
835.50'
30'

2.00'

30.00'
838.57'
838.57'

82.42'
159.42'

7.46'

5.00'

10.00'

13.29'

30.00'

13.34'

15.14'

15.36'

5.00'

10.00'

35.30'

33.36'51.15'

55.46'

15.71'

7.85'

26.67'

47.12'

6.28'

47.12'

26.67'

30.18'

30.37'

23.42'

7.85'

43.00' RT
STA 104+07.0050'50'47.64' RT
STA 105+55.00 EC

48.30' RT
STA 105+70.00 BC
50'50'BEG CONSTRUCTION

0.00' RT
STA 201+93.00
CL
NOTES:

CURVE DATA

ALONDRA BLVD

PARAMOUNT

CITY OF

BELLFLOWER

CITY OF PARAMOUNTCITY OFBELLFLOWERCITY OFROE ROE ROE

ROE ROE ROE

40.00' RT
STA 107+77.00 EC

END TAPER

0.00'
STA 111+14.26

END CONSTRUCTION
50'50'42'42'8'8'40'40'10'10'45'45'10'
5'
5'
50'50'
45'45'5'5'
9'10'3'
6'
6'
3'3'4'4'4'4'3'4'3'& LANDSCAPING

EXISTING RAISED MEDIAN

PROTECT IN PLACE

END CONSTRUCTION

0.00' RT
STA 207+96.12
FOR CONSTRUCTION NOTES.

REFER TO CONSTRUCTION DETAILS C-1 THROUGH C-42.

RIGHT OF WAY LIMITS ARE APPROXIMATE. 1.LAKEWOOD BLVD45.00' LT STA 203+61.53

45.00' LT
STA 203+17.53

45.00' RT
STA 206+14.51

45.00' LT
STA 205+75.78 EC

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\LAYOUT-01.dgn6/15/202210:07:12 AM06/17/22 DATE
DATE
DATE

VH HC AN
0 2 06/23/22-182-

0.30%0.30%

0.30%

NLY CURB

TOP OF PROPOSED

0.33%

0.30%ELV 70.32+96.90 /4 = 11.78'

47.12'ELV 71.02+23.31 ELV 71.03+63.23 ELV 70.92+11.17 ELV 71.38+48.00 ELV 71.39+46.06 ELV 71.65+00.57 ELV 71.48+46.82 ELV 71.43+30.00 ELV 71.41+91.99 ELV 71.26+42.57 ELV 70.75+19.73 ELV 71.68+72.00ECRELV 71.53ELV 71.51ELV 71.19ELV 70.86+75.00BCRELV 71.58+79.64NLY MEDIAN CURB TOP OF PROPOSED ELV 72.15ELV 72.10ELV 72.20ELV 72.60ELV 72.66ELV 72.75ELV 72.79ELV 72.76ELV 72.42ELV 72.38ELV 72.22-0.44%

0.41%0.80%0.12%0.18%0.08%
-0.20%
-0.97%
-0.16%
-0.54%+04.77+75.00+50.00+14.78+00.00+50.00+00.00+50.00+00.00+64.04+75.40SLY MEDIAN CURB TOP OF PROPOSED ELV 72.12ELV 72.13ELV 72.15ELV 72.19ELV 72.25ELV 72.26ELV 72.28ELV 72.33ELV 72.47ELV 72.45ELV 72.40ELV 72.390.08%

0.09%0.08%0.12%0.02%0.04%

0.34%

0.40%
-0.08%
-0.20%
-0.21%+00.00+04.77+75.00+50.00+14.78+00.00+50.00+00.00+50.00+00.00+64.04+77.00SLY CURB

TOP OF PROPOSED
/4 = 11.78'

47.12'ELV 71.28+75.00 ELV 71.26+50.00 ELV 71.08+80.74 ELV 70.95+36.16 ELV 70.92+05.67 ELV 70.88+90.78 ELV 70.73+49.60 ELV 70.62+27.00 ELV 70.78+62.50 ELV 70.43+20.92 ELV 70.32+70.19 0.30%0.48%0.28%ELV 71.15+06.36 0.29%0.30%ELV 71.43+26.00 BCRELV 70.86+27.00 ECRELV 71.26ELV 71.23ELV 71.29ELV 70.89+18.00 ELV 70.60+93.55ELV 70.85+00.00 ELV 70.62+50.00 ELV 70.45+00.00 ELV 70.07+50.00 ELV 71.70+00.00 ELV 71.66+85.06 ELV 71.21+38.00 0.76%0.34%0.46%ELV 69.46+93.02 1.07%

0.96%0.96%0.30%

0.30%

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF
42110STEVEN B FRIESON

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER
STEVEN B. FRIESON
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
42110

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE
16 M:\1MET070201\Public_Works\Sheets\P-01.dgn6/15/202210:14:54 AMVH HC AN 09/01/17
DATE
DATE
DATE
/4 = 11.78'

51.15'ELV 71.08+77.00 ECRELV 71.33ELV 71.29ELV 71.29ELV 70.75BCR +44.49 /4 = 11.78'

55.46'

NLY CURB
TOP OF PROPOSED ELV 71.36+19.12 ECRELV 71.68ELV 71.69ELV 71.49ELV 71.88+75.78BCRELV 71.70+00.00 ELV 71.78+25.00 ELV 72.42+50.00 ELV 72.28+00.00 ELV 72.14+50.00 ELV 71.89+61.95 0.30%ELV 73.00+96.12 1.20%0.30%

0.30%0.30%ELV 72.00+00.00 0.30%0.30%
107+00 108+00 109+00 110+00
70 70
75 65
75 65
75 70
65 75
70 65
103+00 104+00 105+00 106+00 111+00
206+00 207+00
202+00 203+00
65 75
70 205+00

PROFILES
1" = 5' Vert
SCALE 1" = 50' Horiz
4 P-1
(ROUTE 19)

LAKEWOOD BLVD

ALONDRA BLVD

MEDIAN CURB

EG AT SLY

MEDIAN CURB

EG AT NLY

TOP OF CURB

EG AT NLY

VH HC AN

E'LY CURB

TOP OF PROPOSED

OF CURB

EG E'LY TOP

OF CURB

NLY TOP
EG AT
204+00
CL

SOUTH OF ALONDRA BLVD

NORTH OF ALONDRA BLVD
(ROUTE 19)

LAKEWOOD BLVD
CURB
TOP OF
SLY
EG AT
65 70
75 205+00 208+00
CL ELV 71.70+00.00 ELV 71.70+00.00 EG AT CL

EG AT CL
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED:

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONAL
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI
06/17/22
DATE

VH HC AN
0 2 06/23/22-183-

103 104 105 106 107 108206205
204No.
1 2
3 4
5 6
7 8
10 9

CONSTRUCTION DETAILS
SCALE 1" = 20'

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

LOCATION ELEVATION
CL
CL
LEGEND
STA 106+19.12 EC
STA 205+75.78 BC

70.99 FL

71.19 FL

71.18 FL
STA 106+26.00 BC
STA 204+18.00
STA 204+27.00 EC

70.76 FL

70.79 FL

70.73 FL1.20%1.31%1.53%1.79%2.07%2.44%STA 103+27.00

70.23 FL42.16' RT+50.0070.40 FL43.00' RT+00.00+50.0070.49 FL43.00' RT70.63 FL43.00' RT+00.0070.86 FL43.00' RT+00.00 1.23%8

1.55%1.50%

70.83 FL

70.79 FL

70.79 FL
STA 204+26.78 BC
STA 107+77.00 BC2.00%ALONDRA BLVD
STA 107+75.00 BC
STA 205+72.00 EC

1.85%

71.01 FL

70.69 FL

1.54%
No.LOCATION

PAVEMENT ELEVATIONS

ELEVATION
12 13
14 15
16 17
18 71.03 FL

2.09%71.59'

71.22'

71.37'

71.63'

71.46'

71.99'(2.77%)(2.26%)(3.29%)103+22.00, 6.00' RT
103+50.00, 6.00' RT
104+00.00, 0.36' RT
104+50.00, 2.38' LT
105+00.00, 2.40' LT
105+50.00, 2.44' LT
106+00.00, 2.44' LT
106+14.12, 7.61' LT
106+26.00, 3.50' LT
106+50.00, 0.00'
204+38.00, 7.00' LT
107+70.04, 8.00' RT
107+76.69, 8.00' RT
107+70.05, 4.00' RT
205+61.95, 7.00' RT
5' SAWCUTROAD CL
5' SAWCUT
5' SAWCUT
5' SAWCUT
5' S
A
WC
UT
(70.77± FS)(71.06± FS)(71.05± FS)(70.87± FS)(70.88± FS)(70.90± FS)+55.12C-1 5 R/W R/W
R/W

R/W R/W

R/WR/WR/W R/WR/WR/WR/WCL

70.77 FL43.00' RT+50.00+70.00FULL DEPTH PAVEMENT PER TYPICAL SECTION (X-1).

MILL AND OVERLAY PER TYPICAL SECTION (X-1).

CONSTRUCTION NOTES
7654
3 21 9
#
12 13
14 17
18 19
10 11
16 15

SAWCUT LINE
(XX.XX)EXISTING ELEVATIONS
PROPOSED ELEVATIONSXX.XX
9 20
SHEET C-03
MATCHLINE STA 204+00 SHEET C-02MATCHLINE STA 108+00MATCHLINE STA 206+00 SHEET C-03
107+00.00, 0.00'71.70'11
19 107+81.75, 15.00' RT
20 107+81.75, 33.00' RT
21 106+14.12, 35.00' LT
22 71.67'
(71.58')
(71.21')
(71.23')
(71.41')
(71.43')
(71.46')
(71.52')
(71.56')

71.63'107+50.00, 0.00'
(70.97')
(71.30')
(70.72')

70.36 FL

70.86 TC

42.00' LT

70.36 FL

70.86 TC

45.00' RT

70.93 FL

71.43 TC

43.00' RT
5 5
5 5
77 77'4 4 4 4
4 4
6'6'6'6'7'8 88
88 8
21 1.55%10
22 24 25 26
27 28
30 31
32 33
29 No.LOCATION ELEVATION
23 24
25 26
27 28
29 71.09'

71.25'

71.78'

71.29'

71.17'

71.65'
103+22.00, 37.00' RT
106+50.00, 25.00' LT
106+75.00, 25.00' LT
107+00.00, 25.00' LT
107+25.00, 25.00' LT
107+50.00, 25.00' LT
30 31
106+50.00, 25.00' RT
32 106+75.00, 25.00' RT
33 71.76'
107+25.00, 25.00' RT(70.35')
107+00.00, 25.00' RT
106+75.00, 0.00'
107+25.00, 0.00'
107+50.00, 25.00' RT

71.68'

71.44'

71.70'

71.66'

71.52'
2 3
2 3
TYP25'TYP
25'
TYP
5'
6 1
6 1
6 1
61 61

PARAMOUNT

CITY OF

BELLFLOWER
CITY OF PARAMOUNTCITY OFBELLFLOWERCITY OF(ROUTE 19)LAKEWOOD BLVD4'-2"4'-2"4'-2"4'-2"END C&G. END SW (71.38 FL)
(71.88 TC)

45.00' LT
BEG SW

BEG C&G,
(70.70 FL)
(71.36 TC)

42.00' LT
END SWEND CURB (TYPE A2)(77.20± FS)49.50' RTBEG SWBEG CURB (TYPE A2)(71.23± FS)49.50' RTBEG C&G, BEG SW (69.92 FL)
(70.75 TC)

45.00' RT

END C&G, END SW
(70.17 FL)
(70.89 TC)

45.00' LT
END SW

END C&G
(70.58 FL)
(71.08 TC)

40.00' RT
BEG SW

BEG C&G,
(70.12 FL)
(70.62 TC)

42.00' RT
61 & LANDSCAPING

EXISTING RAISED MEDIAN

PROTECT IN PLACE
31'34.16'40.70'43.35'43.40'43.43'43.44'44.49'27'14
13 13
13 13
13 13
5'
5'
5'
14 CUT EXISTING CULVERT, RECONSTRUCT, AND JOIN IN KIND.14 R/WR/W14
10 NORTHEAST PARKWAY INLET

SOUTHEAST PARKWAY INLET
14 10
1010STA 10+16.72

71.04 TC
STA 9+75.37

PARKWAY INLET OPENING

70.54 FL

69.92 INV

71.25 TOP
STA 9+94.79
STA 10+00.00

70.26 INV

71.37 TOP
STA 9+73.74

OPENING

PARKWAY INLET

70.65 FL

71.15 TC

70.07 INV

71.40 TOP
STA 9+90.40
STA 10+16.41
STA 10+00.00

70.46 INV

71.29 TOP
EXIST

JOIN & MATCH

END PARKWAY INLET

70.87 INV

71.10 TOP

JOIN & MATCH EXIST

BEG PARKWAY INLET
EXIST
& MATCH

INLET JOIN

END PARKWAY

JOIN & MATCH EXIST

BEG PARKWAY INLET

70.08 INV

70.92 TOP

DRAIN CROSS SECTION

NOT TO SCALE

NOT TO SCALE
6"
6"6"
VAR
4"

PER PLAN
VARIES

TOP ELEVATION
DETAIL

SIDEWALK

BAR PER

REINFORCING

INVERT ELEVATION
##
10 23
1161
61 11

6.6' SAWCUT

6.2' SAW CUT
13 13
ALONDRA Blvd 107+00
LAKEWOOD Blvd Rte 19 STA 205+00 5' MIN. SAWCUT5' MIN. SAWCUT5' MIN. SAWCUT5' MIN. SAWCUT11 12 70.32 FL42.65' RTTYPE BSTA 103+70.1970.43 FL43.00' RTSTA 104+20.92TYPE B70.60 FL43.00' RTSTA 104+93.55TYPE B7 70.78 FL43.00' RTSTA 105+62.65TYPE C2' SAWCUT 8 15
15 COMPACTED SUBGRADE PER METRO STD DESIGN GUIDELINES.

CONSTRUCT 8" PCC BUS PAD OVER 6" CRUSHED MISCELLANEOUS BASE ON EXIST

JOIN & MATCH

BEG C&G, BEG SW

BEG BUS PAD
(71.18 FL)
(71.68 TC)

45.00' RT

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\C-01.dgn6/15/20229:52:33 AM06/17/22 DATE
DATE
DATE

VH HC AN

ER ER ER
CB
4 CONSTRUCT 4" PCC SIDEWALK PER SPPWC 113-2 STD PLAN.
5 STD PLAN RSP A88A. (SEE DETAIL ON SHEET C-4)

CONSTRUCT MODIFIED ADA COMPLIANT CURB RAMP (CASE C) PER CALTRANS 8 CONSTRUCT TYPE A2-6 CURB AND GUTTER PER SPPWC 120-2 STD PLAN. (6" CF) 9 CONSTRUCT TYPE A1-6 CURB PER SPPWC 120-2 STD PLAN. (6" CF) 7 (SEE DETAIL ON SHEET C-4)
CONSTRUCT 6" PCC (TYPE PER PLAN) DRIVEWAY PER SPPWC 110-2 STD PLAN. 10 (SEE SHEET P-1 FOR TOP OF CURB ELEVATIONS)
CUT EXISTING PARKWAY INLET DRAIN AND RECONSTRUCT OPENING IN KIND. 3 COLDMILL AC PAVEMENT VARIABLE DEPTH (MIN 2" THICK).
2 CONSTRUCT 2" MIN RUBBERIZED ASPHALT CONCRETE (ARHM-GG-C) OVERLAY. 1 BASE ON COMPACTED SUBGRADE.

CONSTRUCT 6" ASPHALT CONCRETE (PG 64-10 B) OVER 12" CRUSHED MISCELLANEOUS 6 SAWCUT AND REMOVE 18" AC, BASE, SUBBASE, AND/ OR SUBGRADE. 11 AS REQUIRED.

COMPLETE. CUT, REMOVE, AND CAP EXISTING IRRIGATION LINE(S)

REMOVE RAISED MEDIAN, EXISTING LANDSCAPE AND HARDSCAPE
12 FURNISH AND INSTALL STAMPED CONCRETE IN KIND.
13 SCARIFY MINIMUM OF 12" SUBGRADE UNDERLYING PAVEMENT SECTION.

0 2 06/23/22-184-

108 109 110 111 112

CONSTRUCTION DETAILS
SCALE 1" = 20'

INTERSECTION IMPROVEMENTS
LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD42.00' LT+92.0070.91 FL42.00' LT+50.0070.78 FL42.00' LT+50.0070.97 FL42.00' LT+00.0071.15 FL42.00' LT+68.0071.05 FLSTA 110+48.00 STA 111+14.26 (70.63 FS)(70.64 FS)(70.65 FS)(70.73 FS)(70.85 FS)(70.94 FS)2.63%2.15%2.21%2.44%2.53%2.36%2.51%(3.70%)(3.50%)(3.53%)(3.70%)(3.73%)(2.18%)END MILL/OVERLAY (71.06 FS)

38.00' LT

PAVEMENT ELEVATIONS
No.
1 2
3 4
5 6
7 8
10 9

LOCATION ELEVATION

72.10'

71.69'

72.16'

71.75'

72.25'

71.76'

72.29'

71.99'

72.29'

71.78'
108+50.00, 4.00' RT
108+50.00, 8.00' RT
108+92.00, 4.00' RT
109+00.00, 8.00' RT
109+50.00, 8.00' RT
109+68.00, 4.00' RT
109+68.00, 8.92' LT
110+00.00, 4.00' RT

ALONDRA BLVD
5' SAWCUT5' SAWCUT5' SAWCUT5' SAWCUTNo.LOCATION ELEVATION

72.26'

71.92'

71.97'

71.72'

71.73'
110+14.79, 4.00' RT
110+45.00, 0.64' RT
110+50.00, 8.00' RT
111+04.77, 6.92' LT
111+04.77, 8.00' RT
111+14.26, 0.57' RT
11 12
13 14
15 16
109+50.00, 4.00' RT
110+00.00, 8.00' RT
(71.92± FS)(71.80± FS)(72.15± FS)(72.09± FS)(71.67± FS)(71.67± FS)C-2 6 R/W R/W
R/WR/W
CL+01.64+20.28913
42 6
5 7
9 8 12
13 1510
11 16
14 9
7 7 7
4 4 4
7'7'7'8
8 8
LEGEND
FULL DEPTH PAVEMENT PER TYPICAL SECTION (X-1).

MILL AND OVERLAY PER TYPICAL SECTION (X-1).

CONSTRUCTION NOTES

SAWCUT LINE
(XX.XX)EXISTING ELEVATIONS
PROPOSED ELEVATIONSXX.XX MATCHLINE STA 108+00SHEET C-01(71.89') #
6 1
6 1
TYP2'3
2 6
1 2 3
12114'-2"4'-2"4'-2"END SW

END C&G
(70.88 FL)
(71.38 TC)

40.00' LTEND SWEND C&G(71.36± FS)49.50' RTBEG SWBEG C&G(71.40± FS)49.50' RT30'30'30'30'30'30'40.64'38'44'44'46'46'13 13 13
#5' SAWCUT16' SAWCUTSCARIFY MINIMUM OF 12" SUBGRADE UNDERLYING PAVEMENT SECTION.13 15 15
470.75 FL42.00' LTTYPE BSTA 108+19.737

71.03 FL42.00' LTTYPE BSTA 109+63.2371.02 FL40.50' LTTYPE BSTA 110+23.3170.92 FL42.00' LTTYPE CSTA 109+10.96COMPACTED SUBGRADE PER METRO STD DESIGN GUIDELINES.

CONSTRUCT 8" PCC BUS PAD OVER 6" CRUSHED MISCELLANEOUS BASE ON

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\C-02.dgn6/15/20229:56:17 AM06/17/22 DATE
DATE
DATE

VH HC AN

1 BASE ON COMPACTED SUBGRADE.

COMPLETE. CUT, REMOVE, AND CAP EXISTING IRRIGATION LINE(S)

REMOVE RAISED MEDIAN, EXISTING LANDSCAPE AND HARDSCAPE
12 FURNISH AND INSTALL STAMPED CONCRETE IN KIND.
9 CONSTRUCT TYPE A1-6 CURB PER SPPWC 120-2 STD PLAN. (6" CF) 8 CONSTRUCT TYPE A2-6 CURB AND GUTTER PER SPPWC 120-2 STD PLAN. (6" CF) 7 (SEE DETAIL ON SHEET C-4)
CONSTRUCT 6" PCC (TYPE PER PLAN) DRIVEWAY PER SPPWC 110-2 STD PLAN. 4 CONSTRUCT 4" PCC SIDEWALK PER SPPWC 113-2 STD PLAN.
6 SAWCUT AND REMOVE 18" AC, BASE, SUBBASE, AND/ OR SUBGRADE. 0 2 06/23/22-185-

106108208
207
206204203202

CONSTRUCTION DETAILS
SCALE 1" = 20'

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
No.
2 LOCATION ELEVATION

70.17'

70.58'

70.77'

71.01'

72.26'

72.39'

72.55'
STA 207+96.12
STA 201+93.00

OVERLAY

BEG MILL/
(69.48 FS)

7.00' LT
(69.38 FS)(69.41 FS)
208
(69.63 FS)(69.65 FS)(69.88 FS)(71.18 FS)(71.30 FS)
(71.46 FS)
(71.66 FS)
(71.47 FS)
(71.59 FS)(71.62 FS)
(70.21 FS)
(69.73 FS)
(69.56 FS)
(69.56 FS)
(69.51 FS)2.76%2.88%1.57%1.57%2.99%3.00%2.21%1.91%(0.23%)(0.20%)2.27%(3.10%)ROUTE 19 (2.94%)7 C-3
R/W

R/W R/W
R/W
CL
CL
LEGEND
FULL DEPTH PAVEMENT PER TYPICAL SECTION (X-1).

MILL AND OVERLAY PER TYPICAL SECTION (X-1).

CONSTRUCTION NOTES

SAWCUT LINE
(XX.XX)EXISTING ELEVATIONS
PROPOSED ELEVATIONSXX.XX
#
1 2
3 5
6 7
SHEET C-01MATCHLINE STA 204+00MATCHLINE STA 206+00SHEET C-012 3 2 3
1 1

PARAMOUNT

CITY OF

BELLFLOWER

CITY OF
(ROUTE 19)

LAKEWOOD BLVD
(ROUTE 19)

LAKEWOOD BLVD

44.00' RT

42.00' LT

43.22' RT51'35'36.22'36.20'50.631.79%37.06'37.08'50.00'50.92'49.68'51.25'3 4 5
6 7
1 34.002.35%50.13'36.19'END MILL/OVERLAY
(73.00 FS)

0.00' LT
(71.74 FS)

42.93' LT

3.00%1.85%36.21'50.00'6.3' SAWCUT6.5' SAWCUT6
11 13 6
11 13
4 202+50.00, 7.0' LT
203+00.00, 7.0' LT
203+50.00, 7.0' LT
204+00.00, 7.0' LT
206+50.00, 7.0' RT
207+00.00, 7.0' RT
207+50.00, 7.0' RT

CROWN PAVEMENT ELEVATIONS

12.0'12.0'STA 203+09STA 207+9632

1.50%15
15 8
8 15
2' SAWCUT
2' SAWCUT
10 COMPACTED SUBGRADE PER METRO STD DESIGN GUIDELINES.

CONSTRUCT 8" PCC BUS PAD OVER 6" CRUSHED MISCELLANEOUS BASE ON 10 EXISTJOIN & MATCHBEG BUS PAD45.00' LTSTA 203+17.53EXISTJOIN & MATCH69.83 FL(70.33 TC)45.00' LTSTA 203+60.59EXISTJOIN & MATCHEND BUS PAD45.00' LTSTA 203+61.53PARKWAY INLET OPENING(70.70 FL)(71.63 TC)45.00' RTSTA 206+02.22EXISTJOIN & MATCHEND BUS PAD45.00' RTSTA 206+14.51NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\C-03.dgn6/15/20229:57:15 AM06/17/22 DATE
DATE
DATE

VH HC AN
11 AS REQUIRED.

COMPLETE. CUT, REMOVE, AND CAP EXISTING IRRIGATION LINE(S)

REMOVE RAISED MEDIAN, EXISTING LANDSCAPE AND HARDSCAPE
3 COLDMILL AC PAVEMENT VARIABLE DEPTH (MIN 2" THICK).
2 CONSTRUCT 2" MIN RUBBERIZED ASPHALT CONCRETE (ARHM-GG-C) OVERLAY. 1 BASE ON COMPACTED SUBGRADE.

CONSTRUCT 6" ASPHALT CONCRETE (PG 64-10 B) OVER 12" CRUSHED MISCELLANEOUS 6 SAWCUT AND REMOVE 18" AC, BASE, SUBBASE, AND/ OR SUBGRADE. 13 SCARIFY MINIMUM OF 12" SUBGRADE UNDERLYING PAVEMENT SECTION. 10 (SEE SHEET P-1 FOR TOP OF CURB ELEVATIONS)
CUT EXISTING PARKWAY INLET DRAIN AND RECONSTRUCT OPENING IN KIND. 8 CONSTRUCT TYPE A2-6 CURB AND GUTTER PER SPPWC 120-2 STD PLAN. (6" CF) 0 2 06/23/22-186-

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\C-04.dgn6/16/202210:10:24 AM06/17/22 DATE
DATE
DATE

VH HC AN

CONSTRUCTION DETAILS
NOTES:

SIDEWALK

SECTION B-B

MODIFIED DRIVEWAY
B
BTYP6"TYP
6"
SEE NOTE 7
SEE NOTE 8
NEEDED

WARP WHEN
VAR
NEEDED

WARP WHEN
VAR

OF SIDEWALK

FRONT EDGE
VARVARGRADESTRAIGHT RAMP45°
VAR
45°VARVAR

OF SIDEWALK

FRONT EDGE
MAX10%GRADE
1/2" ABOVE GUTTER

DRIVEWAY RAMP

LIP AT BOTOM OF

SIDEWALK
DEPRESSED MAX10%NOTE 6SEE "T"NOT TO SCALE
SEE NOTE 4

ROUNDED
MAX

1.5%
SEE NOTE 8
4'-2"
3'3'
MAX 6'
C-4
8 NOT TO SCALE
NOT TO SCALEMAX1.5%MAX1.5%PER C-1, C-2, AND C-3
W'MIN4'-2"R/W

R/W R/W
WARNING WIDTH AND DEPTH.

REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE DETECTABLE WARNING SURFACE MAY HAVE TO BE CUT TO ALLOW 8.

BE 4'-2".

MINIMUM WIDTH OF CLEAR PASSAGEWAY FOR SIDEWALK SHALL 7.

FOR COMMERCIAL.

SIDEWALK AND RAMP THICKNESS, "T" AT DRIVEWAY SHALL BE 6" 6.

SIDEWALK AND RAMP THICKNESS, "T" SHALL BE 3-1/2" MINIMUM.5.

STREETS SHALL BE FLUSH (NO LIP) AND FREE OF ABRUPT CHANGES.

TRANSITION FROM RAMPS AND LANDING TO WALKS, GUTTERS OR 4.

PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-2".

IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE3.

SLOPE SHALL NOT EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH.

RAMP SHALL NOT BE STEEPER THAN 1:20 (5.0%). GUTTER PAN
IMMEDIATLEY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES 2.

DETECTABLE WARNING SURFACE SHALL BE BLUE IN COLOR.

CONFORM TO THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS.

A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACE SHALL 4'-0" WIDE DETECTABLE WARNING SURFACE MAY BE USED ON
EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP. A
CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT1.

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

NORTHWEST CURB RAMP

NORTHEAST CURB RAMP

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SOUTHWEST CURB RAMP

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

SOUTHEAST CURB RAMP
SEE NOTE 1
SEE NOTE 1
MAX7.5%
5'5'5'5'5'
SEE NOTE 1
SEE NOTE 1

JOIN EX
(71.38 FL)
(71.88 TC)

45.00' LT
STA 205+75.78 BC

JOIN EX
(71.18 FL)
(71.68 TC)

45.00' RT
STA 205+72.00 EC

JOIN EX

70.36 FL

70.86 TC

42.00' LT
STA 107+75.00 BC

70.93 FL

71.43 TC

43.00' RT
STA 106+26.00 BC

JOIN EX
(69.92 FL)
(70.75 TC)

45.00' RT
STA 204+26.78 BC

JOIN EXISTING
(70.58 FL)
(71.08 TC)

40.00' RT
STA 107+77.00 BC
R/W
R/W
R/W
R/W9'9'
8'
8'8'8'
6"
6" RC
6"
6"
MAX7.5%
MAX7.5%

SIDEWALK

SIDEWALK
MAX7.5%MAX7.
5 %MA
X

7.5 %MAX

7.5 %MAX7.5
%1
2 3 4R/WRC
5 1
6 JOIN EX
(70.70 FL)
(71.36 TC)

42.00' LT
STA 106+19.12 EC

70.99 FL

71.18 FL
/4 = 11.78'
/4 = 11.78'

71.19 FL
/4 = 11.78'/4 = 11.78' = 47.12'R/W5
R/WRC
5 165
R/WRC

70.76 FL

70.73 FL

70.79 FL
1 6

CONSTRUCTION NOTES

71.03 FL

71.01 FL

70.69 FL

70.83 FL

70.79 FL

6.1'

9.8'
= 47.12'
/4 = 11.78'
/4 = 11.78'
/4
= 1

1.78'/4
= 1
1 .78'
= 47.12'/4
= 11
.78
'
/
4 =
1 1.
7 8'
/4 = 11.78'
/4 = 11.78'
= 4 7 .1 2 '
/4 = 11.78'
/4 = 11.78'/4 = 11.78'/4 = 11.78'70.36 FL

70.86 TC

45.00' LT
STA 204+27.00 EC

FOR PARKWAY DRAIN DETAILS
* REFER TO SHEET C-1

ACQUISITION

R/W PENDING

ACQUISITION

R/W PENDING

ACQUISITION

R/W PENDING
MAX
7 .5%
MAX

1.5%
6 '
6'
SEE NOTE 158'
8'MAX7.5%5'
MAX

1.5%
M
A
X7.5%
7'7'MAX1.5%MAX7.5%5'

7.3'6.2'7.2'7.3'SAWCUTSAWCUT1
BASE ON COMPACTED SUBGRADE.

1.15' CLASS II CRUSHED AGGREGATE

0.6' LEAN CONCRETE BASE OVER
CONSTRUCT 0.6' AC PAVEMENT OVER
5 STD PLAN RSP A88A.

PER CALTRANS

COMPLIANT CURB RAMP (CASE C)

CONSTRUCT MODIFIED ADA
6 SUBBASE, AND/ OR SUBGRADE.

SAWCUT AND REMOVE 18" AC, BASE,

5.00'5.00'5'
SAWCUT
SAWCUT
1 6
MAX1.5%MAX1.5%5'5'
5'
MAX

1.5%5'
5'
5'MAX

1.5%
MAX1.5%MAX1.5%0 2 06/23/22-187-

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\U-01.dgn6/15/202210:36:30 AM06/17/22 DATE
DATE
DATE

VH HC AN
2005(70.75)
2003(72.19)
2002(71.66)
2007(69.82)
100 101 103102 104 105 205106 107 108 109 110 111 112 113 204201202203206207208209CHESTER St
ALONDRA Blvd
BURTON StPITTS AveSCALE 1" = 50'
UTILITY PLAN U-1
9 NOTES:

R/W

R/W R/W
R/W

R/WR/WR/WR/WPROTECT IN PLACE (ITEM AS INDICATED)

REMOVE (ITEM AS INDICATED)

ADJUST TO GRADE (ITEM AS INDICATED)
B
A
C
D
SSMH C
E
SSMH A
(2) WM
E
C
BFP
TSPB
C
TVLT
C
EVLT
A
TMH
C
F
WM
EVLT &
E
C
LACOMH
E
SSMH
A
E
(2) TSPB
TS &
E
FH
TS
TSPB &
E
E
TSPB
TS &
(2) TSPB
TS &
SDMH C
SL
SL
A
GV
E
TSPB

ETSPB

FEVLT
E
TMH
F
E VENT
E
TSPB
TS &
E
TSPB
TS &
C
SOCMH
A
GV
C
MH
ALONDRA Blvd 107+00
Rte 19 STA 205+00
CL
LC
CB
A
A
CB
CB
A
CB

CBELLFLOWERCITY OFBELLFLOWER

CITY OF

PARAMOUNT

CITY OF PARAMOUNTCITY OFNOTES
E
F

RELOCATE (ITEM AS INDICATED)

ADJUST TO GRADE BY OWNER (ITEM AS INDICATED)
RELOCATE BY OWNER (ITEM AS INDICATED)(ROUTE 19)LAKEWOOD BLVDAND PULLBOX DETAILS AND LOCATIONS. (E-1 AND E-2) REFER TO TRAFFIC SIGNAL PLANS FOR TRAFFIC SIGNAL, LIGHTING,3.

AND SIDEWALK CLEARANCE.

CLEARANCE TO THE FACE OF CURB AND 50" MIN PEDESTRIAN
STREET LIGHTING SHALL BE RELOCATED TO ALLOW 18" MIN 2.

CITY OF PARAMOUNT - PHONE:562-220-2020, CONTACT: CHRIS CASH PHONE: 562-804-1424, CONTACT: RON CATONECITY OF BELLFLOWER -

CALTRANS

LOS ANGELES COUNTY FLOOD CONTROL DISTRICT
WATER - BELLFLOWER MUNICIPAL WATER SYSTEM - PHONE: 562-925-6174, CONTACT: STEVE LENTON WATER - BELLFLOWER SOMERFEST MUTUAL WATER CO - PHONE: 562-866-9980, CONTACT: ADAN RENTERIA WATER - PARK WATER COMPANY - PHONE: 562-923-0711, CONTACT: JIM ELLIOTT - CENTRAL BASIN WATER DISTRICT - PHONE: 323-201-5528, CONTACT: JACQUE BELLWATER OIL - KINDER MORGAN - PHONE: 714-560-4908, CONTACT: TIM SZTO GAS - PARAMOUNT PETROLEUM CORP - PHONE: 562-531-2060, CONTACT: N/A GAS - SOUTHERN CALIFORNIA GAS - PHONE: 714-634-5067, CONTACT: RYAN LOPEZ COMMUNICATION - AT&T - PHONE: 510-645-2929, CONTACT: N/A UTILITY OWNERSHIP:1.

MH
C
C
SSMH
C
DRAIN
0 2 06/23/22-188-

100 101 103102 104 105 205106 107 112 113
204201202203206207208209NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TC-01.dgn6/15/202210:20:28 AM06/17/22 DATE
DATE
DATE

VH HC AN
2005(70.75)
2003(72.19)
7081420(71.36)
2002(71.66)
2006(69.84)
2007(69.82)
SCALE 1" = 50'
TYP.

S
TYP.

TRAFFIC SIGN LEGEND
250'250'
W20-1 C24(CA)
25'
G20-2
250'
250'250'
C24(CA)W20-125'
G20-2250'G20-2
G20-2
250'
12' MIN
12' MIN
12' MIN12' MINR10-11
R10-11
R9-9 250'R9-9
G20-2
ROAD
WORK

AHEADROAD WORK
END
W20-1
CLOSED

SIDEWALK
R9-9
NO
TURN
ON RED
R10-11
R9-3
T.A.N.S.A.T
T.A.N.S.A.T

PITTS AVEBONFAIR AVECL

CHESTER ST

BURTON ST
(TYP.)

TEMP K-RAIL
(TYP.)

TEMP K-RAIL
END TAPER90'WORK AREA

WORK AREA
SPEED LIMIT = 40 MPH

TRAFFIC CONTROL
TRAFFIC CONTROL STAGE 1A
10 GENERAL NOTES:

GENERAL NOTES CONT:

BUFFER ZONE
100'

SHOULDER TAPER
150'

BUFFER ZONE
100'
23'
12'
10'
12'
23'
23'
11'
11'
11'
23'
C24(CA)
W20-1
ZONEBUFFER75'150' SHOULDER TAPER250'250'W20-1
C24(CA)250'250'BUFFER ZONE75'150' SHOULDER TAPER24'12'12'12'24'6' 24'12'12'24'
C24(CA)

SHOULDER
AHEAD
CLOSED
1 IMPLEMENTATION NOTE:

USE FLAGGER AND/OR STEEL PLATES AS REQUIRED.

CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
1 1
1 1
1 1

LAKEWOOD BLVDS
LEGEND
TC-1TAPEREND45'CUSHION TS11

TEMP CRASH
CUSHION TS11

TEMP CRASH

19.THE CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS.

THE CALTRANS STANDARDS.

AT ALL TIMES PER ADA REQUIREMENTS. SIDEWALK CLOSURE/DETOUR SHALL COMPLY WITH

ACT (ADA) AS RELATED TO PEDESTRIAN ACCESS AND SHALL MAINTAIN PEDESTRIAN ACCESS

18.THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN DISABILITY EXISTS ADJACENT TO THE TRAVELED WAYS.

IS CLOSED. INSTALL "OPEN TRENCH" C27(CA) SIGNS WHENEVER AN OPEN EXCAVATION AREA

DIRECTED BY THE CITY ENGINEER THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT

17.PLACE ADDITIONAL "LANE CLOSED" C30(CA) SIGNS ON TYPE-II BARRICADES AS CA MUTCD.

ENGINEER. FLAGGER SHALL COMPLY WITH CHAPTER 6E " FLAGGER CONTROL" OF THE 2014

16.THE CONTRACTOR SHALL PROVIDE FLAGGER AS DEEMED NECESSARY BY THE CITY ENGINEER.

DISRUPTED OR REMOVED DURING THIS CONSTRUCTION TO THE SATISFACTION OF THE CITY

15.THE CONTRACTOR SHALL REPLACE ANY AND ALL STRIPING AND PAVEMENT MARKING EXCAVATION AND ADJACENT TRAVEL LANES OPEN TO TRAFFIC.

14.A MINIMUM OF 5 FEET CLEARANCE SHALL BE MAINTAINED BETWEEN ANY OPEN MANAGEMENT PRACTICES TO ENSURE NO RUN-OFF TO THE STORM DRAIN SYSTEM.

TO THE SATISFACTION OF THE CITY ENGINEER. THE CONTRACTOR SHALL IMPLEMENT BEST REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKINGS SHALL BE REPAIRED NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE

WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR TO INSTALLATION OF

13.ALL CONFLICTING LINES, EXISTING CURB PAINT AND MARKING SHALL BE REMOVED BY

12.REMOVE, TURN OR COVER SIGNS DURING NON-WORKING HOURS.

HOURS. REMOVE BARRICADES ETC., FROM TRAVEL LANE.

11.MOVE DELINEATORS AND/OR CONES TO THE EDGE LINE STRIPE DURING NON-WORKING OF CONSTRUCTION.

WILL REQUIRE INFORMATION SIGNS TO BE PLACED AT LEAST TWO (2) WEEKS IN ADVANCE

TRAFFIC SIGNAL MODIFICATION ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES BELLFLOWER AND PARAMOUNT. LANE CLOSURE, ROAD DETOURS, ROAD CLOSURES, AND

25. NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM CALTRANS AND CITY OF AT NIGHT.

24. MILL AND OVERLAY WORK, NOT COVERED BY TRAFFIC CONTROL PLAN, SHALL BE DONE TO TRAFFIC CONTROL ISSUES.

23.PROVIDE THE CONTRACTORS 24 HOURS CONTACT AND TELEPHONE NUMBER FOR RESPONSE POLICE AND FIRE DEPARTMENTS ONE (1) WEEK PRIOR TO START OF WORK.

22.THE CONTRACTOR SHALL NOTIFY AFFECTED SCHOOLS, BUSINESSES, HOME OWNERS, ROAD" SIGNS IN ADVANCE OF STEEL PLATE BRIDGING.

21.THE CONTRACTOR SHALL INSTALL "CAUTION STEEL PLATES AHEAD" AND/OR "ROUGH HORIZONTAL TO ONE (1) VERTICAL.

DISRUPTIONS OF 1 INCH OR GREATER SHALL HAVE A BEVELED EDGE OF FOUR (4) "BUMP" SIGNS FOR PAVEMENT SURFACE DISRUPTIONS OF½INCH OR GREATER PAVEMENT

20.THE CONTRACTOR SHALL POST SYMBOL "UNEVEN LANES", "STEEL PLATES AHEAD" OR

ALONDRA BLVD

TEMPORARILY INSTALLED
T.A.N.S.A.T = TOW AWAY NO STOPPING ANY TIME SIGN
R/W
R/W
2 CROSSWALK ACCESS AT ALL TIMES.

CONTRACTOR SHALL PROVIDE 4' MIN PASSAGE FOR PEDESTRIANS AND 2 2
5'
5'

TEMPORARY PEDESTRIAN FENCE

WORK AREA

PAVEMENT MARKING)

DIRECTION OF TRAVEL (NOT A

SIGNALIZED INTERSECTION

FLASHING ARROW SIGN

CRASH CUSHION
K-RAIL

CONE PLATFORM)

RETROREFLECTIVE TAPE (THICKER

DELINEATOR WITH WHITE

SIGN (PER MUTCD CODE)
(TWO 4' WIDE BARRICADES)
TYPE III BARRICADE (MIN 8' WIDTH)
BE PERMITTED BETWEEN THE HOURS OF 6:00AM AND 9:00AM OR 3:00PM AND 10:00PM. 7:00AM AND 9:00AM OR 3:00PM AND 6:00PM. NO LANE CLOSURES ON STATE HIGHWAY WILL

10.NO LANE CLOSURES ON ARTERIAL STREET WILL BE PERMITTED BETWEEN THE HOURS OF THE CITY ENGINEER BASED UPON CONSTRUCTION CONDITIONS.

CONSTRUCTION. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED

ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY THE PUBLIC AT ALL TIMES DURING THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY

9.ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADES MAY BE REQUIRED IN LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.

8.CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS INSTALLED PRIOR TO COMMENCING CONSTRUCTION.

7.THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY CONSTRUCTION.

BARRICADES, ETC., TO ENSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING

6.THE CONTRACTOR SHALL MAINTAIN ON CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, REFLECTORIZED SLEEVE, IF USED DURING NIGHT TIME HOURS.

THEIR APPEARANCE AND CONTINUITY AND SHALL INCLUDE A 12" HIGH-INTENSITY

ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE

MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT

5.ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" TYPE III BARRICADES GUARDING THE WORK AREA OVERNIGHT.

4.FLASHING YELLOW BEACONS, TYPE-B, SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL BUSINESSES AT ALL TIMES.

3.THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES AND PLANS AND SPECIFICATIONS.

2.ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD

CONTROL

1.ALL WORK AND MATERIAL SHALL COMPLY WITH CALTRANS STANDARD PLANS FOR TRAFFIC 108 109 110 111
0 2 06/23/22-189-

100 101 103102 104 105 205106 107 108 109 110 111 112 113 204201202203206207208209NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TC-02.dgn6/15/202210:22:06 AM06/17/22 DATE
DATE
DATE

VH HC AN
2005(70.75)
2003(72.19)
7081420(71.36)
2002(71.66)
2006(69.84)
2007(69.82)
SCALE 1" = 50'
TYP.

S TYP.

TRAFFIC SIGN LEGEND
S
LEGEND
250'
W20-1 C24(CA)
25'250'G20-2
250'250'
C24(CA)W20-125'
G20-2
W20-1
C24(CA)250'250'G20-2
G20-2
12' MIN
12' MIN
12' MIN12' MINR10-11
R10-11
R10-11
R10-11
R9-9
R9-3
R9-9
R9-3
R9-9
R9-3
G20-2
ROAD
WORK

AHEADROAD WORK
END
W20-1
CLOSED

SIDEWALK
R9-9
NO
TURN
ON RED
R10-11
C24(CA)R9-3
T.A.N.S.A.T
T.A.N.S.A.T
SPEED LIMIT = 40 MPHPITTS AVEBONFAIR AVECL

CHESTER ST

BURTON ST
TAPER
END
50'

WORK AREA

WORK AREA
SPEED LIMIT = 40 MPH
TRAFFIC CONTROL STAGE 1B
11100' BUFFERSHOULDER
AHEAD
CLOSED
100' BUFFERR9-3
250'250'W20-1
C24(CA)
100' BUFFER
100' BUFFER
150' SHOULDER TAPER
150' SHOULDER TAPER
150' SHOULDER TAPER220' SHOULDER TAPERTRAFFIC CONTROL
23'
12'
10'
12'
23'
23'
11'
11'
11'
23'
24'12'12'24'
24'12'6'12'12'24'
TC-2

END TAPER
100'
250'

TEMPORARILY INSTALLED
T.A.N.S.A.T = TOW AWAY NO STOPPING ANY TIME SIGN
5'R/W
R/W5'ALONDRA BLVD
LAKEWOOD BLVDCROSSWALK ACCESS AT ALL TIMES.

CONTRACTOR SHALL PROVIDE 4' MIN PASSAGE FOR PEDESTRIANS AND2 IMPLEMENTATION NOTE:
2 2

TEMPORARY PEDESTRIAN FENCE

WORK AREA

PAVEMENT MARKING)

DIRECTION OF TRAVEL (NOT A

SIGNALIZED INTERSECTION

FLASHING ARROW SIGN

CRASH CUSHION
K-RAIL

CONE PLATFORM)

RETROREFLECTIVE TAPE (THICKER

DELINEATOR WITH WHITE

SIGN (PER MUTCD CODE)
(TWO 4' WIDE BARRICADES)
TYPE III BARRICADE (MIN 8' WIDTH)
108 109 110 111
0 2 06/23/22-190-

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TC-03.dgn6/15/202210:30:31 AM06/17/22 DATE
DATE
DATE

VH HC AN
2005(70.75)
2002(71.66)
2007(69.82)
2003(72.19)
SCALE 1" = 50'
LANE
CLOSED

TRAFFIC SIGN LEGEND
S
LEGEND
ROAD
WORK

AHEADROAD WORK
END
320' MERGING TAPER 310' BUFFER ZONE
250'250'250'
250'320' MERGING TAPER 250'250'
W20-1 C20(CA)(L)W4-2(L)
C30(CA)
C30(CA)
250'250' BUFFER ZONE

BUFFER ZONE
310'BELOW - STA 202+36SEE MATCH LINEABOVE- STA 202+36SEE MATCH LINEW4-2(L)C20(CA)(L)W20-1 G20-2
G20-2
100'W20-1
W20-1 100'W20-1 250'W20-1 100'W20-1
250'R3-2 R3-2 R3-2 R3-2
C30(CA)
C30(CA)
C30(CA)
80'
GAP
80'
GAP
TAPER
END
40'
W20-1
R9-3bP(R)
R9-3
R9-3bP(L)
R9-3
R9-3bP(R)
R9-3
R9-3bP(L)
R9-3

CROSSWALK
USE
TRAFFIC CONTROL STAGE 2
SPEED LIMIT = 40 MPH
ALONDRA BLVDRENDALIA STALGEROMA STCHESTER STBURTON STDUNBAR STVAN ST24' 12'
19'
12'
24'LOS ANGELES ST24'
12'
19'
12'
24'

WORK AREA

WORK AREA
CL
TYP.

TRAFFIC CONTROL
12100'R3-5
R3-5
25'
R3-2R3-2
ONLY
CLOSED
AHEAD
2 LEFT LANE
C20(CA)(L)
R3-5
R9-3R9-3bP
R3-2
C30(CA)
G20-2
W4-2 W20-1

WORK AREA

PAVEMENT MARKING)

DIRECTION OF TRAVEL (NOT A

SIGNALIZED INTERSECTION

FLASHING ARROW SIGN

CONE PLATFORM)

RETROREFLECTIVE TAPE (THICKER

DELINEATOR WITH WHITE

SIGN (PER MUTCD CODE)
(TWO 4' WIDE BARRICADES)
TYPE III BARRICADE (MIN 8' WIDTH)
TC-3

DETOUR MAP
NTS

LAKEWOOD BLVD

ALONDRA BLVDWORK AREA
M4-8A
T-2

ALONDRA BLVD
DETOUR

END SOMERSET BLVDFLOWER STDOWNEY AVE

CLARK AVE
ROSECRANS AVEW20-2
T-2
SC3(CA)
T-2
M4-10(LT)M4-8A
W20-2
T-2
SC3(CA)
T-2
M4-10LT)
M4-10(LT)M4-10(LT)CLARK AVE

LAKEWOOD BLVD

DOWNEY AVEALONDRA BLVDDETOURDETOUR
M4-10(LT)(RT)SC3(CA)
DETOUR
AHEAD
W20-2
M4-8A

LAKEWOOD BLVD
R/W

R/W R/W
R/W
209 208
207 206 205 204 203
200201202200202201200201202 1081072051060 2 06/23/22-191-

100 101 103102 104 105 205106 107 108 109 110 111 112
204206NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TC-04.dgn6/15/202210:32:13 AM06/17/22 DATE
DATE
DATE

VH HC AN
113
2005(70.75)
2002(71.66)
2007(69.82)
105(71.89)Y9286
2003(72.19)
SCALE 1" = 50'
S
LEGEND BELOW - STA 112+50SEE MATCH LINEABOVE- STA 112+50SEE MATCH LINEW20-1 C20(CA)(L)W4-2(L) 80'
GAP
320' MERGING TAPER310' BUFFER ZONE
320' MERGING TAPER 305' BUFFER ZONE
LANE
CLOSED

TRAFFIC SIGN LEGEND
G20-2
ROAD
WORK

AHEADROAD WORK
END
W20-1
R9-3
C30(CA)
R3-2

CROSSWALK
USE
R9-3bP
250'250'250'W20-1
W20-1
W20-1
250'250'R3-2 R3-2
250'250'250'
G20-2
W4-2(L)C20(CA)(L)W20-1100'23'
12'
11'
12'
23'
23'
G20-2
12'
12'
23'
250'
C30(CA)
C30(CA)
C30(CA)
TYP.

BUFFER ZONE
310'
100' END TAPER
R9-3bP(R)
R9-3
R9-3bP(L)
R9-3
SPEED LIMIT = 40 MPH

BONFAIR AVELAKEWOOD BLVDCL

WORK AREA

PITTS AVES

TRAFFIC CONTROL
TRAFFIC CONTROL STAGE 3
13 WORK AREA

PAVEMENT MARKING)

DIRECTION OF TRAVEL (NOT A

SIGNALIZED INTERSECTION

FLASHING ARROW SIGN

CONE PLATFORM)

RETROREFLECTIVE TAPE (THICKER

DELINEATOR WITH WHITE

SIGN (PER MUTCD CODE)
(TWO 4' WIDE BARRICADES)
TYPE III BARRICADE (MIN 8' WIDTH)
C30(CA)
25'
CLOSED
AHEAD
2 LEFT LANE
C20(CA)(L)
W4-2
TC-4

DETOUR MAP
NTS

ALONDRA BLVD

WORK AREA

FLOWER ST
W20-2
T-1
SC3(CA)
T-1
M4-10(LT)CLARK AVELAKEWOOD BLVDDOWNEY AVEALONDRA BLVD

LAKEWOOD BLVD
T-1
M4-10(LT)

FLOWER ST

DETOURDETOUR
M4-10(LT)(RT)SC3(CA)M4-8A
DETOUR
END
DETOUR
AHEAD
W20-2
M4-8A

ALONDRA BLVD
R/W
R/W
0 2 06/23/22-192-

SCALE 1" = 50'
PRIOR TO COMMENCING WORK.

DISTRICT OFFICE FOR CONDITIONS OF USE

CONTACT RIGHT OF WAY ENGINEERING AT THE
AND ARE NOT SHOWN. THE CONTRACTOR MUST

RIGHT OF WAY LIMITS ARE INDETERMINATE,
R/WR/W

R/W R/W
CL
ALONDRA Blvd 107+00
Rte 19 STA 205+00
CL
10'
11'
21'
11'
11'11'11'
25'
11'
11'
14'
10'11'LEGEND

ROADSIDE SIGN ONE-POST

SIGN STRAP AND SADDLE BRACKET METHOD
XXX
9 9
20 38
9 R7-2
R7-2
MTA BUS(266)

STREET NAMESN
38 R2-1(40)
9 38
9 R3-7
R3-7
R3-7
R3-7

INSTALL NEW SIGN

EXISTING SIGN TO REMAIN
2'R/CR/CR/CR/CR/CR/CR/C R/C R/C

R/C R/CR/CR/CR/C

AND SIGN PLAN

PAVEMENT DELINEATIONS
PD-1
14 (266)

MTA BUS
R2-1(40)
TN-1
R4-7

STRIPING DETAIL PER CALTRANS STANDARD

TYPE IV (RT) ARROW PER CALTRANS STANDARD

TYPE IV (LT) ARROW PER CALTRANS STANDARD
TYPE I 18'-0" ARROW PER CALTRANS STANDARD
R4-7, TN-1

RELOCATE

ALONDRA BLVD LAKEWOOD BLVDPITTS AVEBONFAIR AVEBURTON ST

CHESTER ST
R14-1

TO GRADE

ADJUSTED
14'
38 20'
20'
50'120'20'(23')
(12')
(10')
(12')
(23')
(23')
(11')
(11')
(11')
(23')
(24')(12')(12')(24')(24')(12')(6')120'DETAIL 9

MATCH EXISTING STRIPING
End 20' SHIFTING TAPER
STA 207+17
DETAIL 38
END 200' RTP
STA 202+42
DETAIL 38
END 240' LTP
STA 201+91
DETAIL 38
END 250' LTP
STA 110+16
DETAIL 9

MATCH EXISTING STRIPING
END 20' SHIFTING TAPER
STA 101+31
DETAIL 38
END 200' LTP
STA 104+34
DETAIL 38
END 125' RTP
STA 105+07
DETAIL 9

MATCH EXISTING STRIPING
END 20' SHIFTING TAPER
STA 104+84
DETAIL 38
END 200' RTP
STA 207+60
DETAIL 38
END 120' LTP
STA 206+81 DETAIL 9

MATCH EXISTING STRIPING
END 50' SHIFTING TAPER
STA 109+77
DETAIL 20

MATCH EXISTING STRIPING
STA 111+60
11'11'13'(12')(12')(24')23'13'11'11'95' LTP
STA 102+70

WHITE LANE LINE
4" WIDE SOLID

WHITE LANE LINE
4" WIDE SOLID
W73A
W73A400'400'400'400'

WHITE LANE LINE
4" WIDE SOLID
W73A(CA)
W74(CA)

FOR ALL LEGS
CROSSWALK (TYP.)
12" SOLID WHITE
GENERAL NOTE:
12'
12'
12'
12'
W73A (CA)23'38
DETAIL 9

MATCH EXISTING STRIPING
END 120' SHIFTING TAPER
STA 201+22
DETAIL 9

MATCH EXISTING STRIPING
END 120' SHIFTING TAPER
STA 208+77
2'29
29 DETAIL 9, DETAIL 29

MATCH EXISTING STRIPING
END 20' SHIFTING TAPER
STA 201+87
DETAIL 29

END STRIPING
STA 207+97
DETAIL 29

BEG TAPER
STA 206+97
DETAIL 38

END TAPER
STA 207+60*
12' TRAVEL LANE, AND 2' GUTTER.
18' CURB LANE ALLOWS FOR 4' BIKE WIDTH, 18' *18' *R/CR/CR/C R/C
R/C
DETAIL 38
END 120' RTP
STA 108+89
DETAIL 29

END STRIPING
STA 201+95
40 PLACEMENT OF NEW STRIPING.

EXISTING STRIPING SHALL BE REMOVED IN CONFLICTING AREAS PRIOR TO 2.

THERMOPLASTIC.

TRAFFIC CONTROL (MUTCD) LATEST EDITION. ALL STRIPING MUST BE

STANDARD PLANS AND SPECIFICATIONS, CALIFORNIA MANUAL ON UNIFORM ALL SIGNING AND STRIPING MUST BE INSTALLED PER THE 2015 CALTRANS 1. 100 101 103102 104 105 205106 107 108 109 110 111 112 113 204201202203206207208209NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

INTERSECTION IMPROVEMENTS

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\PD-01.dgn6/15/202210:18:07 AM06/17/22 DATE
DATE
DATE

VH HC AN
0 2 06/23/22-193-

SCALE 1" = 20'
RL
F
E
D
C
B
A
H
G
I 12
3 4
5 6
7 8
9 10
sic to Flower St
Existing 2"C,
sic to Somerset Blvd
Existing 2"C,
O8P
O2
O2P
O7 O8
O7
O4
O4
O4P
O1
O2P
O2
O1O6
O6
O6P
O4P
O3
O4
O3
O8
O8
O8P
SNS
O5
O6P
O5 O2
SNS
O6
SNS
RL
RL
RC
RC
RC
RC
BC
BC
BC
RC
CC
1 (THIS SHEET)
2 PER CALTRANS STANDARD PLAN RSP ES-5C, DETAIL A.

FURNISH AND INSTALL ACCESSIBLE PEDESTRIAN SIGNAL
3 CALTRANS STANDARD PLAN RSP ES-5B.

FURNISH AND INSTALL TYPE D LOOP DECTECTOR PER
4 FURNISH AND INSTALL NO. 6 PULL BOX.
1 RL1
1 RL
1 1
1 2
2 3
3 3
3 ALONDRA BLVD
ROUTE 19AB
230' FROM CROSSWALK
230' FROM CROSSWALK230' FROM CROSSWALK230' FROM CROSSWALKR73-3(CA) R73-3(CA)
R73-3(CA)
R73-3(CA)
SNS
6 CC
100'15
E-1LAKEWOOD BLVD50'50'
TRAFFIC SIGNAL PLAN50'50'100'50'50'100'
50'50'
CONSTRUCTION NOTES:

BC3
AB
4 AB
100'
BC3
(THIS SHEET)GENERAL NOTES:

1. 2.

NOTED.

ALL EXISTING EQUIPMENT SHALL REMAIN IN PLACE UNLESS OTHERWISE POLE INSTALLATION WITH SUBSTRUCTURE OWNERS.

DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE THE ENGINEER. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION.

MAY BE CHANGED TO SUIT FIELD CONDITIONS OR AS DIRECTED BY

AND OTHER EQUIPMENT SHOWN ON THE PLANS ARE APPROXIMATE AND

LOCATION OF CONTROLLERS, STANDARDS, CONDUITS, PULL BOXES

3. ALERT (U.S.A.), 48 HOURS PRIOR TO ALL EXCAVATION.

CONTRACTOR SHALL CALL 1-800-642-2444, UNDERGROUND SERVICE

4. 5.

PROVISIONS AND PROJECT PLANS AND SPECIFICATIONS.

EDITION), AND THE CITIES OF BELLFLOWER AND PARAMOUNT STANDARD THE STATE OF CALIFORNIA STANDARD PLANS (2010,OR LATEST
CALIFORNIA STANDARD SPECIFICATIONS (2010, OR LATEST EDITION),

TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF 4 3
8J8L
8J8U
3I5U
8J6L
8J6U
3I5L
4I6U
4I6L
7J5U
4I8U
4I8U
4I8L
8J8U1I1UCC
3DLCs
2"C,
2DLCs
2"C,4
FURNISH AND INSTALL 2"C WITH, DLCs AS SHOWN.
3DLCs
2"C,
3 BC
2-sic
Existing 2"C.
2-sic
Existing 2"C.
2-sic
Existing 2"C.

RC
GREEN INDICATORS INCLUDING ARROWS.

NEW TRAFFIC SIGNAL HEADS ALL HAVE LED LAMPS FOR ALL RED AND 5I1UCB
WITH 3 DLCs
EX. 1-½"C,
WITH 4 DLCs
EX. 1-½" C,
RL
RL
G28-2(CA)
G28-2(CA)
R14-1
RC 1I1L7I5U
5J1L2I2U2I2L2I3U2
2 5
PER CALTRANS STD. PLAN ES-4B, DETAIL B

FURNISH AND INSTALL COUNTDOWN PEDESTRIAN SIGNAL HEAD
c
c c
c
c
c
c
5 5
TYP.

TYP.5
5TYP.6J2L6J2U1
1 RL
RC
J
K
L
1 RC
5 F=17'
F=17'
F=23'
F=18'
RL
ABANDON. IF APPLIED TO CONDUIT REMOVE CONDUCTORS.

INSTALL PULL BOX IN EXISTING CONDUIT RUN.

CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING
THE CONTRACTOR.

EQUIPMENT TO BE REMOVED AND BECOME PROPERTY OF RC
CC
BC
AB
(THIS SHEET)LEGEND:

RELOCATED SIGNAL STANDARDS.

REMOVE AND RELOCATE. CONSTRUCT NEW FOUNDATIONS FOR
CB INSTALL CONDUIT TO EXISTING PULL BOX.
6 6
3 POLE SCHEDULE.

STANDARD ON NEW FOUNDATION COMPLETE WITH EQUIPMENT PER
AND FOUNDATION COMPLETE. FURNISH AND INSTALL NEW POLE

REMOVE EXISTING SIGNAL APPURTENANT EQUIPMENT STANDARD

6. POLARA iNAVIGATOR SYSTEM OR APPROVED EQUAL.

PEDESTRIAN PUSH BUTTON SHALL BE TALKING ACCESSIBLE PEDESTRIAN SIGNAL (APS) 104 105 205106 107 108 109 110
204206R/W
R/W
R/W
R/WR/WR/W202NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TS-01.dgn6/15/20229:50:19 AM06/17/22 DATE
DATE
DATE

VH HC AN
0 2 06/23/22-194-

NUMBER DATE INITIALS DESCRIPTION

REVISIONS

APPROVED INSTALLED
PREPARED UNDER THE SUPERVISION OF:

DESIGNED: DRAWN:

RCE NO.:

CHECKED: RCE NO.:

CITIES OF BELLFLOWER AND PARAMOUNT

SHEET OF

ARIEF NAFTALI
No.

CIVILREGISTEREDPROFESSIONA L
E
NGI
NEERST
ATEO

F CALIFORNIA
64286
64286ARIEF NAFTALI

TWO WORKING DAYS BEFORE YOU DIG
Underground Service Alert
OB
CALLEF Call: TOLL FREERE
811
U
D
I
GYOINTENTION TO GRADE OR EXCAVATE.

UNTIL BELOW AGENCY IS NOTIFIED OF

NO WORK SHALL BE DONE ON THIS SITE

LAKEWOOD BOULEVARD AND ALONDRA BOULEVARD

INTERSECTION IMPROVEMENTS
16 JERRY STOCK - CITY BELLFLOWER ENGINEER RCE NO.:

RECOMMENDED FOR CONSTRUCTION:

RECOMMENDED:

WILLIAM PADGET - CITY PARAMOUNT ENGINEER M:\1MET070201\Public_Works\Sheets\TS-02.dgn6/22/202211:26:40 AM06/23/22 DATE
DATE
DATE

VH HC AN
A
B
C
D
E
F
G
H
I

STANDARD VEH SIG MTG PED SIGNAL
MTG O ARROWSMALMAxTYPEARM
MAST
26-4-100
1-A
40'
45'
12'
12'
2 4
6 6
8 8
2 POLE
SV-1-TV
SV-1-TV
TV-2-T
SP-1-T
SP-1-T
SP-1-T
235W
235W

LAKEWOOD BLVD

LAKEWOOD BLVD
1MAT/1MAS
1MAT/1MAS
1MAT/1MAS
1MAT/1MAS
---
--
-
-
--
-
--
-
---
--
-
--
-
CABLE
AWG OR
O1
O2
O3
O4
O5
O6
O7
O8
DLC
#10
#6
#8
TOTAL
GROUND
28 - CONDUCTOR SIGNAL CABLE

SIGNAL SERVICE

LUMINAIRES
10987654321
4 2
4 21
2 1
4 2-3"
1 2
1 1 1 1 1 1 1 1
21111 22
2-3"3"3"3"3"3"3"
4 2 2 2 2 2 2 2
44 10
5 1
4 4 4 4
2 2 2
4 21 11 6 6

POLE AND EQUIPMENT SCHEDULE

CONDUIT AND CONDUCTOR SCHEDULE
16 TRAFFIC SIGNAL PLAN E-2
3"(N)3"(N)

POLE LOCATION
A B C

TOP OF CURB
B.C.R.E.C.R.POLE LOCATION

NO SCALE
C
BA
BAC
4-------

2. ALL CONDUITS ARE EXISTING UNLESS SPECIFIED AS SHOWN. (N) = NEW 235W (R)
235W (R)
** APS (N)

ALONDRA BLVD (R)
ALONDRA BLVD (R)SP-1-T (R)
SP-1-T (R)
SP-1-T (R)
SP-1-T (R)
SP-1-T (R)
SV-1-TV (R)
TV-2-T (R)
TV-2-T (R)
SV-1-TV (R)
TV-2-T (R)
12' * (R)
12' (R)
29-5-100 (N)
1-A (R)
1-A (R)
26-4-100
1-A (R)
* HORIZONTAL LUMINAIRE ARM
** REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTONS FROM EXISTING POLES AS DIRECTED BY THE ENGINEER

PPB POST (R)
SNS

CONDUCTOR RUN NUMBER AND SIZE

1. ALL CONDUCTORS ARE NEW UNLESS SPECIFIED. (E)=EXISTING

EXISTING

EXISTING
3'
2'
-
-
-
-
3'
8'
-

CONDUCTOR RUN
1 122
22 2 2 2
SPAREEMPTY CONDUIT3 3 3

2.5'

CONDUIT SIZE
PERCENT FILL (%)33
33 35
26 28 15 14 0 9 12 21 27

LUMINAIRE
LED
O7
O3
O4
O8
O8P
O4P

PROPOSED PHASE DIAGRAM
O1
O5
O2P
O2
O6P
O6
O6P O6
O2PO2
O7
O3
O4
O8
O8P
O4P

EXISTING PHASE DIAGRAM
O8
O8P
O4
O4P
O1
O5
OR
*INTERLOCKING LEFT TURNS CANNOT BE ACTIVATE CONCURRENTLY. *
*
SIGNAL EQUIPMENT IS EXISTING UNLESS SHOWN OTHERWISE. (R) = RELOCATED (N) = NEW J 6-------PPB POST (N)9.5'-
K 8-------11'-5'
L 2--------5'

4.5'

2.5'
-0.5'3.5'

3.5'
9'5.5'

5.5'
9'
2 2 3 3 3
50' (N)
50' (N)
O1
O5
O2P
O2
O6P
O6
O6P O6
O2PO2
O1
O5
OR
PEDESTRIAN PUSH BUTTON SHALL BE TALKING ACCESSIBLE PEDESTRIAN SIGNAL (APS) POLARA iNAVIGATOR SYSTEM OR APPROVED EQUAL.

SIGNAL EQUIPMENT PER LATEST 2018 CALTRANS STANDARD PLANS UNLESS SHOWN OTHERWISE. PER 2015 CALTRANS "NON-REVISED" STANDARD PLANS.

PPB POST (N)

PPB POST (N)
*** EQUIPMENT FURNISHED BY CITY, PICKED UP AND ISNTALL FOR AN OPERABLE SYSTEM BY THE CONTRACTOR 29-5-100 (N)
***
***
***
***
***
***
***
06/23/22-195-

Page 1 of 2 ends

Bellflower City CouncilAugust 8, 2022

Bellflower City Council
August 8, 2022