Montebello City Council
August 13, 2025

C-13

NON-COLLUSION AFFIDAVIT
The undersigned is submitting a bid for performing the following work by contract, being duly sworn, deposes and says:

That he/she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract.
______________________________
______________________________
______________________________
______________________________
(Fill in description of contract)
______________________________
Company
______________________________
Name of Bidder
______________________________
Signature of Bidder
______________________________
Business Address
______________________________
City StateZip Code
Subscribed and sworn to before me this _____day of ___________________, 20__ __. ______________________________
Notary Public in and for the County of
______________________________, State of California.

My Commission Expires ___________________, 20__ __.

C-14

DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• does not have a proposed debarment pending; and
• has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.

If there are any exceptions to this certification, insert the exceptions in the following space.

Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.

Notes: Providing false information may result in criminal prosecution or administrative sanctions.

The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.

C-15

NON-LOBBYING CERTIFICATION

FOR FEDERAL-AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
(l) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly.

C-16

DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352

1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year _____ quarter _________
f. loan insurance date of last report __________

4. Name and Address of Reporting Entity 5. If Reporting Entity in No. 4 is Subawardee, Enter Name and Address of Prime:

Prime Subawardee
Tier_______ , if known

Congressional District, if known Congressional District, if known

6. Federal Department/Agency: 7. Federal Program Name/Description:

CFDA Number, if applicable ___________________

8. Federal Action Number, if known: 9. Award Amount, if known:

10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual, last name, first name, MI) address if different from No. 10a) (last name, first name, MI)

(attach Continuation Sheet(s) if necessary)

11. Amount of Payment (check all that apply) 13. Type of Payment (check all that apply) $ _____________ actual planned a. retainer
b. one-time fee

12. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature______________ e deferred
value _____________ f. other, specify _________________________

14. Brief Description of Services Performed or to be performed and Date(s) of Service, including officer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 11:
(attach Continuation Sheet(s) if necessary)

15. Continuation Sheet(s) attached: Yes No

16. Information requested through this form is authorized by Title 31 U.S.C. Section 1352. This disclosure of lobbying reliance was placed by the tier above when his transaction was made or entered into. This disclosure is required
pursuant to 31 U.S.C. 1352. This information will be
reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature: ________________________________________
Print Name: ______________________________________
Title: ____________________________________________
Telephone No.:_____________________ Date: __________

Authorized for Local Reproduction
Federal Use Only:

Standard Form - LLL

C-17

INSTRUCTIONS FOR COMPLETION OF SF-LLL,

DISCLOSURE OF LOBBYING ACTIVITIES
This disclosure form shall be completed by the reporting entity, whether sub-awardee or prime Federal recipient, at the initiation or receipt of covered Federal action or a material change to previous filing pursuant to title 31 U.S.C. section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered Federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence, the outcome of a covered Federal action.

2. Identify the status of the covered Federal action.

3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered Federal action.

4. Enter the full name, address, city, state and zip code of the reporting entity.

Include Congressional District if known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

5. If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state and zip code of the prime Federal recipient. Include Congressional District, if known.

6. Enter the name of the Federal agency making the award or loan commitment.

Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitments for the prime entity identified in item 4 or 5.

C-18

10. (a) Enter the full name, address, city, state and zip code of the lobbying entity engaged by the reporting entity identified in item 4 to influenced the covered Federal action.
(b) Enter the full names of the individual(s) performing services and include full address if different from 10 (a). Enter Last Name, First Name and Middle Initial (Ml).

11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 4) to the lobbying entity (item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

12. Check the appropriate box. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.

13. Check the appropriate box. Check all boxes that apply. If other, specify nature.

14. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered.

Include all preparatory and related activity not just time spent in actual contact with Federal officials. Identify the Federal officer(s) or employee(s) contacted or the officer(s) employee(s) or Member(s) of Congress that were contacted.

15. Check whether or not a continuation sheet(s) is attached.

16. The certifying official shall sign and date the form, print his/her name title and telephone number.

Public reporting burden for this collection of information is estimated to average 30 minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF-LLL-Instructions Rev. 06-04-90«ENDIF»

C-19
Note: The standard printed bid bond form of any bonding company acceptable to the City of Montebello may be used in lieu of the following approved sample bond form, provided the security stipulations protecting the City of Montebello are not in any way reduced by use of the surety company’s printed standard form.

PROPOSAL GUARANTEE

BID BOND
FOR
WHITTIER BOULEVARD AND 6TH STREET TRAFFIC SIGNAL PROJECT C.P. No. 926

IN THE CITY OF MONTEBELLO
KNOW ALL MEN BY THESE PRESENTS that ______________________________________ ______________________________________________, as BIDDER, and ________________ ______________________________________________, as SURETY, are held and firmly bound unto the City of Montebello, as AGENCY, in the penal sum of _____________________ ______________________________________________________________________________ ____________________________ dollars ($_________________), which is ten percent of the total amount bid by BIDDER to AGENCY for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly be these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.

IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals, this _______ day of ______________, 20____.

BIDDER* _____________________________________________________________________ ______________________________________________________________________________ SURETY*_____________________________________________________________________ Subscribed and sworn to this _______ day of __________________, 20____.

NOTARY PUBLIC _____________________________________________________________ *Provide BIDDER/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.

C-20
BIDDER’S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
FOR
WHITTIER BOULEVARD AND 6TH STREET TRAFFIC SIGNAL PROJECT C.P. No. 926

IN THE CITY OF MONTEBELLO
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.

QUESTIONNAIRE
Has the Bidder, any officer of the bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?
Yes_________ No_________
If the answer is yes, explain the circumstances in the space provided.

C-21

EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontractors, all reports which may have been due under the requirements of any AGENCY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded thereunder.

Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

NON-COLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud.

C-22
BIDDER’S INFORMATION
BIDDER certifies that the following information is true and correct:

Bidder’s Name ___________________________________________________________ Business Address: __________________________________________________________

___________________________________________________________ Telephone ___________________________________________________________ State Contractor’s License No. and Class: ________________________________________ Original Date Issued ____________________ Expiration Date ______________________ The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ All current and prior DBA’s, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
__________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________

C-23
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all forenamed principals this ___________ day of _____________, 20___.

BIDDER______________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ ______________________________________________________________________________ The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.
____________________________________
Signature of Contractor’s Representative
____________________________________
Printed Name
____________________________________
Title
Subscribed and sworn to this _________ day of _____________________,20_______.

NOTARY PUBLIC _____________________________________________________

D-1

CITY OF MONTEBELLO

STANDARD PUBLIC WORKS AGREEMENT
(SAMPLE)

THIS STANDARD PUBLIC WORKS AGREEMENT (“AGREEMENT”) is dated ________________________ for reference purposes only and is made and entered into by and between the CITY OF MONTEBELLO, a Municipal corporation (the “CITY”) and _____________________(“CONTRACTOR”) whose address is
__________________________________________________.

SEC. 1. RECITALS
WHEREAS, the CITY duly advertised a Notice Inviting Bids to be submitted on or before ________________________________ on ______________________________________. for the work of _________________________(describe work), (“PROJECT”).

WHEREAS, on ___________________________, the City Council accepted the bid of CONTRACTOR as the lowest responsible, responsive bid received and directed that a written contract be entered into with CONTRACTOR for the PROJECT.

NOW, THEREFORE, in consideration of the promises and the mutual covenants and agreements herein contained, the parties do hereby agree as follows:

SEC. 2. CONTRACT DOCUMENTS.

A. The CONTRACT DOCUMENTS for the PROJECT shall consist of the Notice Inviting Sealed Bids, the Instructions to Bidders, Bidders Proposal, Addendums, General Specifications and all referenced specifications, details, standard drawings, and appendices, together with this Contract and all required bonds, and insurance certificates. All of the “Contract Documents” are intended to complement the other documents so that any work called for in one, and not mentioned in the others, or vice versa, is to be executed the same as if mentioned in all of said documents.

The CONTRACT DOCUMENTS are incorporated herein by this reference and made part hereof as though they were fully set forth herein.

B. In case any of the CONTRACT DOCUMENTS conflict with each other, the order of preference for the CONTRACT DOCUMENTS is:

1. This AGREEMENT

2. Appendices

3. Standard drawings

4. Details

5. Special Provisions, if any

D-2

6. Addendums

7. General Specifications and all referenced specifications

8. Bidders Proposal

9. Instructions to Bidders

10. Notice Inviting Sealed Bids
SEC. 3. THE WORK.

For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the PROJECT and to fulfill all other obligations as set forth in the CONTRACT DOCUMENTS.

SEC. 4. COMPENSATION.

CONTRACTOR hereby agrees to receive and accept the total amount of ________________________________________, which is based on performing all of the work shown on Bidders Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the CONTRACT DOCUMENTS, and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work. CITY shall herein retain five percent (5%) of said price until said time as the provisions of SEC. 18 herein have been met.

Sec. 4.1. Progress Payments
Progress Payments shall be made in accordance with section ________ of the General Provisions and the provisions of this Section 4.1. Upon receipt of a properly presented payment request, the CITY shall process the payment request in accordance with Public Contracts Code Section 20104.5. The CITY shall review the payment request as soon as possible. If the CITY rejects the payment request, it shall be returned to the CONTRACTOR within seven days of its receipt by the CITY with an explanation for the reasons of its rejection. If the payment request is approved in writing by the CITY, payment shall be made in thirty (30) days of receipt of an undisputed and properly presented payment request. Late payments shall bear interest at the legal rate of interest in accordance with Code of Civil Procedure 685.010. CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the contract price apportionment of the labor and materials incorporated into the work under the contract during the period covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security. Refer to Section 4.2 of this Agreement for retention of funds.

D-3
Sec. 4.2. Retention of Funds
Progress payments shall be made in accordance with the provisions of Section 4.1 of this Agreement. In accordance with said section, CITY shall pay CONTRACTOR a sum based upon ninety five percent (95%) of the contract price in proportion to the labor and materials incorporated into the work under the contract during the month covered by said statement. The remaining five percent (5%) thereof shall be retained as performance security to be paid to the CONTRACTOR within sixty (60) days after final acceptance of the work by the City Council, after CONTRACTOR shall have furnished CITY with a release of all undisputed contract amounts, if required by CITY.

In the event there are any claims specifically excluded by CONTRACTOR from the operation of the release, the CITY may retain proceeds (per Public Contract Code 7107) of up to 150% of the amount in dispute. CITY’s failure to deduct or withhold shall not affect CONTRACTOR’s obligations hereunder.

Sec. 4.3. Substitution of Securities.

Pursuant to Public Contracts Code Sec. 22300 CONTRACTOR shall be allowed to substitute securities for any moneys withheld by the CITY to ensure performance under a contract, unless, federal regulations or policies, or both, do not allow the substitution of securities. At the request and expense of the CONTRACTOR, securities equivalent to the amount withheld shall be deposited with the CITY, or with a state or federally chartered bank in this state as the escrow agent, who shall then pay those moneys to the CONTRACTOR. Upon satisfactory completion of the contract, the securities shall be returned to the contractor.

SEC. 5. UNDOCUMENTED WORKERS.

CONTRACTOR hereby promises and agrees to comply with all of the provisions of Federal and/or State law as the same shall apply to this PROJECT pertaining to the employment of unauthorized aliens as defined therein. Should CONTRACTOR so employ unauthorized aliens for the performance of work and/or services covered by this Contract, and should the Federal Government impose sanctions against the CITY for use of unauthorized aliens, CONTRACTOR hereby agrees to, and shall, hold harmless, indemnify and defend CITY for the cost of all such sanctions imposed, together with any and all costs, including attorneys’ fees, incurred by the CITY in connection therewith.

SEC. 6. NOTICE TO PROCEED.

CONTRACTOR shall commence work on the date specified in the Notice to Proceed to be issued in writing to CONTRACTOR by the CITY and shall complete work on the PROJECT within thirty (30) Working Days from the commencement thereof.

D-4
SEC. 7. DISCOVERY OF HAZARDOUS OR LATENT CONDITIONS.

A. CONTRACTOR shall, without disturbing the condition, notify CITY in writing as soon as CONTRACTOR, or any subcontractor, agent or employees have knowledge and reporting is possible, of the discovery of any of the following conditions:

1. The presence of any material that the CONTRACTOR believes is hazardous waste, as defined in Section 25117 of the Health and Safety Code;

2. Subsurface or latent physical conditions at the site differing from those indicated in the specifications; 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 this Contract.

B. Pending a determination by the CITY of appropriate action to be taken, CONTRACTOR shall provide security measures (e.g., fences) adequate to prevent the hazardous waste or physical conditions from causing bodily injury to any person.

C. CITY shall promptly investigate the reported conditions. If CITY, through the City Engineer or his/her designee, and in the exercise of its sole discretion, determines that the conditions do materially differ, or do involve hazardous waste, and will cause a decrease or increase in the CONTRACTOR’s cost of or time required for performance of any part of the work, then CITY shall issue a change order.

D. In the event of a dispute between CITY and CONTRACTOR as to whether the conditions materially differ or involve hazardous waste or cause a decrease or increase in the CONTRACTOR’s cost of, or time required for performance of any part of the work, CONTRACTOR shall not be excused from any schedule completion date, and shall proceed with all work to be performed under the Contract. CONTRACTOR shall retain any and all rights which pertain to the resolution of disputes and protests between the parties.

SEC. 8. MISCELLANEOUS STATUTORY REQUIREMENTS
Sec. 8.1. Contractor License.

CONTRACTOR shall possess a california contractor’s license type “A” or “C-10” for the performance of the Project.

Sec. 8.2. Ineligible Contractor Prohibited.

Any contractor or subcontractor who is ineligible to perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work under this Agreement.

Sec. 8.3. Compliance with SB 854 Registration.

This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. No prime contractor or subcontractor may be listed on a bid proposal for a

D-5
public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The CONTRACTOR will be required to post job site notices as described in 8 California Code of Regulation section 16451(d).

Sec. 8.4. Trench and Pipeline Safety.

If this Contract is for more than $25,000 and involves excavation of any trench five feet or more in depth, the CONTRACTOR shall submit a detailed plan of shoring, bracing, sloping or other provisions to be made for worker protection in accordance with Labor Code Section 6705.

Such plan shall be approved by a qualified representative of the CITY.

Sec. 8.5. Utility Relocation.

CITY is responsible for removal, relocation, or protection of existing main or trunkline utilities to the extent such utilities were not identified in the invitation for bids or specifications.

CITY shall reimburse contractor for any costs incurred in locating, repairing damage not caused by contractor and removing or relocating such unidentified utility facilities, including equipment idled during such work. CONTRACTOR shall not be assessed liquidated damages for delay arising from the removal or relocation of such unidentified utility facilities.

Sec. 8.6. Third Party Claims Notification.

The CITY shall timely notify the CONTRACTOR in writing of any third party claims relating to the Agreement.

Sec. 8.7. Unfair Business Practices Claims.

The CONTRACTOR or subcontractor offers and agrees to assign to the CITY all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the CITY renders final payment to the CONTRACTOR without further acknowledgment by the parties. (Section 7103.5, California Public Contract Code.).

Sec. 8.8. Day’s Work.

CONTRACTOR acknowledges that under California Labor Code sections 1810 and following, 8 hours of labor constitutes a legal day’s work. CONTRACTOR will forfeit as a penalty to CITY the sum of $25.00 for each worker employed in the execution of this Contract by CONTRACTOR or any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Labor Code section 1810. (Labor Code § 1813).

Sec. 8.9. Payroll Records.

CONTRACTOR shall maintain the certified payroll records required by Labor Codes Sec.

D-6
1776 and shall report such records directly to the California Labor Commissioner as required by Labor Code Sec. 1771.4. The CONTRACTOR shall inform the CITY of the location of the records enumerated under Labor Code Sec. 1776, including the street address, city, and county, and shall, within five working days, provide a notice of a change of location and address.

Sec. 8.10. Employment of Apprentices.

Nothing in this Contract prevents CONTRACTOR or any subcontractor from employing properly registered apprentices in the execution of the Contract. CONTRACTOR is responsible for compliance with Labor Code section 1777.5 for all apprenticeable occupations. This statute requires that contractors and subcontractors must submit contract award information to the applicable joint apprenticeship committee, must employ apprentices in apprenticeable occupations in a ratio of not less than one hour of apprentice’s work for every five hours of labor performed by a journeyman (unless an exception is granted under §1777.5), must contribute to the fund or funds in each craft or trade or a like amount to the California Apprenticeship Council, and that contractors and subcontractors must not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color.

Only apprentices defined in Labor Code section 3077, who are in training under apprenticeship standards and who have written apprentice contracts, may be employed on public works in apprenticeable occupations.

Sec. 8.11. Records Audit
In accordance with Government Code, Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

SEC. 9. PREVAILING WAGES
A. CONTRACTOR shall pay prevailing Wage rates for this Project in accordance with the “General Wage Determination Made by the Director of Industrial Relations Pursuant to California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Los Angeles County. Wage rates shall conform with those posted at __________________ and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

D-7
SEC. 10. INDEMNITY, DEFENSE AND HOLD HARMLESS
A. CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR’s legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR’s negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

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

SEC. 11. BONDS.

A. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Performance Bond, or bonds in the sum of one hundred percent (100%) of the Agreement price thereof conditioned upon the faithful performance of this Agreement in the form attached hereto as Exhibit “B.”.

B. CONTRACTOR, before commencing said PROJECT, shall furnish and file with CITY, a Payment Bond in the sum of 100% of the Agreement price, conditioned upon the payment of all labor and materials furnished in connection with this Agreement in the form attached hereto as Exhibit “C.”

D-8
SEC. 12. INSURANCE REQUIREMENTS.

Prior to commencing work hereunder, CONRACTOR shall provide the CITY with proof of insurance naming the CITY and each of its directors, officers, agents, and employees as additionalnamed insureds on a policy or policies of insurance providing and maintaining the coverages set forth in the Insurance Schedule attached hereto as Exhibit A. CITY shall have the right to hold the policies and policy renewals, and CONTRACTOR shall promptly furnish to CITY all renewal notices and all receipts of paid premiums. CITY may make proof of loss if not made promptly by CONTRACTOR.

SEC. 13. LIQUIDATED DAMAGES.

See Section 6-9 Liquidated Damages of the General Provisions. In addition, pursuant to the authority of California Public Contracts Code Section 7102, CITY and CONTRACTOR agree that the determination of actual damages for any unreasonable delay in performance of this Agreement caused by CITY would be extremely difficult or impractical to determine in the event of a breach of this Agreement by CITY. Therefore, if the CITY is determined to be liable for such unreasonable delays, the CITY and its sureties shall be liable to the CONTRACTOR for the sum of five hundred dollars ($500.00) as liquidated damages for each working day of delay in the performance of any service required hereunder
SEC. 14. DISPUTE RESOLUTION
Sec. 14.1. Claims of $375,000 or Less
A. A claim by the CONTRACTOR for a time extension, for money damages for work, or a payment disputed by the CITY must be submitted to a resolution process in accordance with Public Contracts Code Sections 21040-21040.4. A summary of Sections 21040-21040.4 are as follows:
(1) Informal negotiation between the CITY and CONTRACTOR. (2) Mediation with the CONTRACTOR.
(3) Court mandated Arbitration.
(4) Court trial. If the party requesting the court trial does not prevail, then that party must pay all court costs and attorney's fees.

Sec. 14.2 Public Contracts Code 9204 Claims
CONTRACTOR shall comply with the procedure set forth in Public Contracts Code section 9204 for any claim, as that term is defined therein, for one or more of the following: 1) a time extension, including, without limitation, for relief from damages or penalties for delay, 2) payment of money or damages arising from work done pursuant to this Agreement, and/or 3)

D-9
payment of an amount disputed by the CITY under this Agreement. A summary of the provisions of Public Contracts Code Section 9204 is as follows:

1. CONTRACTOR must send a claim to the CITY for a time extension, payment for work not in the Agreement, or payments disputed by the CITY by registered mail or certified mail with return receipt requested.

2. CITY must respond within 45 days as to which claims are disputed and undisputed.

3. If claim remains in dispute, CONTRACTOR may request informal meet and confer meeting with CITY.

4. After meet and confer, a disputed claim remaining shall be submitted to nonbinding mediation.

5. All undisputed claims shall be paid within 60 days.

SEC. 15. TERMINATION.

Sec. 15.1. Termination for Convenience.

The CITY may terminate this contract, in whole or in part, with 30 days written notice to the CONTRACTOR when it is in the CITY’s best interest. The CONTRACTOR shall be paid its costs, including contract close-out costs, and profit on work performed up to the time of termination. The CONTRACTOR shall promptly submit its termination claim to CITY to be paid the CONTRACTOR. If the CONTRACTOR has any property in its possession belonging to the CITY, the CONTRACTOR will account for the same, and dispose of it in the manner the CITY directs. The CONTRACTOR may terminate this contract, in whole, with 90 days written notice to the CITY.

Sec. 15.2 Termination for Default.

If at any time the CONTRACTOR is determined to be in material breach of the Contract, a Notice of Potential Breach of Contract shall be prepared by the CITY, and will be served upon the CONTRACTOR and its sureties. If the CONTRACTOR continues to neglect or refuses to comply with the Contract or with the Notice of Potential Breach of Contract to the satisfaction of the CITY within the time specified in such Notice, the CITY shall have the authority to terminate the Contract for this Project.

Sec. 15.3 Waiver of Remedies for any Breach.

In the event that CITY elects to waive its remedies for any breach by CONTRACTOR of any covenant, term or condition of this Contract, such waiver by CITY shall not limit CITY’s remedies for any succeeding breach of that or of any other term, covenant, or condition of the Contract.

SEC. 16. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF

PROJECT

D-10
In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under th 3 gris Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

SEC. 17. COMPLIANCE WITH APPLICABLE LAWS.

CONTRACTOR hereby promises and agrees to comply with all of the provisions of all applicable state and federal laws in connection with the performance of its obligations under this Contract.

SEC. 18. NOTICE OF COMPLETION.

Upon completion of the PROJECT and acceptance of same by the City Council, the CITY Administrator shall have cause to be recorded a Notice of Completion with the office of the Los Angeles County Recorder; and, after thirty-five (35) days from the date said Notice of Completion is recorded, the Director of Finance of CITY shall release the funds retained pursuant to SEC. 4 hereof; provided there have been no mechanics’ liens or stop notices filed against said work which have not been paid, withdrawn or eliminated as liens against said work.

SEC. 19. AUTHORITY.

Any person executing this Contract on behalf of the CONTRACTOR warrants and represents that he or she has the authority to execute this Contract on behalf of the CONTRACTOR and has the authority to bind the CONTRACTOR to the performance of its obligations hereunder.

SEC. 20. ENTIRE CONTRACT.

This Contract, including the Contract Documents and any other documents incorporated herein by specific reference, represents the entire and integrated Contract between the CITY and the CONTRACTOR. This Contract supersedes all prior oral or written negotiations, representations

D-11
or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties that expressly refers to this Contract.

SEC. 21. ATTORNEY’S FEES AND COSTS.

If either party to this Contract is required to initiate or defend or made a party to any action or proceeding in any way connected with this Contract, the prevailing party in such action or proceeding, in addition to any other relief which may be granted, whether legal or equitable, shall be entitled to reasonable attorney's fees. Attorney's fees shall include attorney's fees on any appeal, and in addition a party entitled to attorney's fees shall be entitled to all other reasonable costs for investigating such action, taking depositions and discovery and all other necessary costs the court allows which are incurred in such litigation. All such fees shall be deemed to have accrued on commencement of such action and shall be enforceable whether or not such action is prosecuted to judgment.

SEC. 22. INDEPENDENT CONTRACTOR.

The CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY, nor any of its officers, employees or agents shall have control over the conduct of the CONTRACTOR or any of the CONTRACTORs’ officers, employees or agents, except as herein set forth. The CONTRACTOR shall not at any time or in any manner represent that it or any of its officers, employees or agents are in any manner officers, employees or agents of the CITY, nor shall CITY officers, employees or agents be deemed the officers, employees, or agents of CONTRACTOR as a result of this Contract.

SEC. 23. NOTICE.

Any notice, demand, request, document, consent, approval, or communication either party desires or is required to give to the other party or any other person shall be in writing and shall be deemed to be given when served personally or deposited in the U.S. Mail, prepaid, first-class mail, return receipt requested, addressed as follows:

To CITY: City of Montebello
Attention: Director of Public Works / City Engineer
To CONTRACTOR: ____________________________
____________________________
____________________________
____________________________
SEC. 24. PROHIBITION AGAINST ASSIGNMENT.

The experience, knowledge, capability and reputation of CONTRACTOR, its principals and employees were a substantial inducement for the CITY to enter into this Contract. Neither this Contract nor any interest herein may be transferred, assigned, conveyed, hypothecated or

D-12
encumbered voluntarily or by operation of law, whether for the benefit of creditors or otherwise, without the prior written approval of CITY. Transfers restricted hereunder shall include the transfer to any person or group of persons acting in concert of more than twenty five percent (25%) of the present ownership and/or control of CONTRACTOR, taking all transfers into account on a cumulative basis. In the event of any such unapproved transfer, including any bankruptcy proceeding, this Contract shall be void. No approved transfer shall release the CONTRACTOR or any surety of CONTRACTOR of any liability hereunder without the express consent of CITY.

SEC. 25. CUMULATIVE REMEDIES.

The provisions of this Contract are cumulative and in addition to and not in limitation of any rights or remedies available to CITY.

SEC. 26. COUNTERPARTS.

This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.

IN WITNESS WHEREOF the parties hereto have caused this Contract to be executed on the date next to their respective officers duly authorized signatures in that behalf.

CITY OF MONTEBELLO
By: ___________________________________
Mayor
Date: _________________________________
ATTEST:
______________________________________
City Clerk

APPROVED AS TO FORM
_______________________________________
City Attorney

CONTRACTOR
By:
___________________________________
Date:
__________________________________
By:
___________________________________
Date:
__________________________________

D-13
EXHIBIT “A”

INSURANCE REQUIREMENTS
On or before beginning any of the work called for by any term of this Contract, CONTRACTOR, at its own cost and expense, shall carry, maintain for the duration of this Contract, and provide proof thereof that is acceptable to CITY of its procurement of the insurance specified below from insurers and under forms of insurance satisfactory in all respects to CITY. Such insurance shall not be in derogation of CONTRACTOR’s obligations to provide indemnity under this Contract.

1. Comprehensive General Liability and Automobile Liability Insurance Coverage.

CONTRACTOR shall carry and maintain Comprehensive General Liability and Automobile Liability Insurance which provides the following:

Minimum coverage: Bodily injury limits of $2,000,000 for each person and $2,000,000 for each occurrence; property damage limits of $2,000,000 for each occurrence, $5,000,000 aggregate.

Products/Completed Operations Hazard Insurance in an amount of not less than FIVE MILLION DOLLARS ($5,000,000);
A combined single limit policy with aggregate limits in an amount of not less than Five MILLION DOLLARS ($5,000,000) shall be considered equivalent to the said required minimum limits set forth herein above.

If a Commercial General Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Contract or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Contract, including the use of owned and nonowned real property and automobiles. Insurance coverage shall not be subject to any type of pollution exclusion or owned property exclusions.

2. Automobile Liability.

CONTRACTOR shall carry and maintain Automobile Liability Insurance which provides a minimum coverage of at least $5,000,000 per accident for bodily injury and property damage.

3. Worker's Compensation.

CONTRACTOR shall carry and maintain worker’s compensation in the amount of $1,000,000 as required by the California Labor Code for all persons employed directly or indirectly in connection with this Contract by CONTRACTOR. To the extent that CONTRACTOR utilizes any subcontractor for the performance of any part of the work under this Contract, CONTRACTOR shall require and assure that such subcontractor also carry and maintain

D-14
worker’s compensation as required by the California Labor Code for all persons directly or indirectly in connection with this Contract.

4. Additional Insureds.

The CITY, its officers, agents and employees must be named as additional insureds or as additional loss payees in all insurance policies required by this Contract. An endorsement to this effect shall be delivered to CITY prior to the commencement of any work. Satisfaction of any deductible requirement shall be the responsibility of CONTRACTOR. Such insurance shall be primary and noncontributory with any other insurance maintained by the CITY.

5. Notice of Cancellation.

CONTRACTOR agrees to oblige its insurance agent or broker and insures to provide CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

6. Severability Clause.

Each of the policies of insurance shall contain a clause substantially as follows:

The insurance afforded by this policy applies separately to each insured against whom a claim or suit is made or suit is brought, except with respect to the limit of the insurer's liability.

7. Qualifications of Insurer.

All policies of insurance shall be issued by an insurance company acceptable to CITY and authorized to issue said policy in the State of California.

8. Approval of Insurer.

The insurance carrier providing the insurance shall be chosen by CONTRACTOR subject to approval by CITY, provided that such approval shall not be unreasonably withheld.

9. Payment of Premiums.

All premiums on insurance policies shall be paid by CONTRACTOR making payment, when due, directly to the insurance carrier, or in a manner agreed to by CITY.

10. Evidence of Insurance and Claims.

CONTRACTOR shall provide certificates of insurance to CITY as evidence of insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. The CITY’s Risk Manager must approve insurance certificates and endorsements prior to commencement of performance. Current certification of insurance shall

D-15
be kept on file with the CITY at all times during the term of this Contract. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

D-16
(Use of City Bond Form is Required)
EXHIBIT “B”

FAITHFUL PERFORMANCE BOND

PUBLIC WORK (CALIFORNIA)
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, the Principal and the City of Montebello (“Obligee”) have entered into a written contract, hereinafter called the Contract, a copy of which is or may be attached hereto, dated the ______ day of ____________________, ______ referred to and made a part hereof for __________________________________________________________________________ and all appurtenant work in accordance with Project No. , which agreement requires the Principal to provide Obligee with this bond.

NOW THEREFORE, we, _______________________________________, as Principal, and ___________________________________________, a corporation organized under the laws of _________________________, and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of _____________________________, as Obligee, in the sum of _________________________________________________________________ Dollars ($_______________________), lawful money of the United States of America, which is 100% of the amount of the Contract, for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The address at which the Principal may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The condition of the foregoing obligation is such that if the Principal, his or its heirs, executors, administrators, successors or assigns, and each of his or its subcontractors shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of said contract, and during the life of any guaranty required under the contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions, and agreements of any and all duly authorized modifications of said contract that may hereafter be made, then this obligation shall be void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the obligee in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

D-17
The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

This document is signed by the respective parties on the dates next to their names.

Principal
By: __________________________________
Title: ________________________________
Surety
By: __________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
I declare under penalty of perjury under the laws of the State of California that the contents of the above Faithful Performance Bond are true and correct, and that I have been duly authorized to sign this Faithful Performance Bond on behalf of Surety. This Declaration is signed on . , in the City of , State of California.
--OR--
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document
State of California )
)
County of ___________________________ )
On ______________ before me, ____________________________________(here insert name and title of the officer), personally appeared
___________________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature __________________________________ (Seal)

D-18
-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:
_________________________
City Attorney

D-19
EXHIBIT “C”
Labor and Materials Payment Bond
(Use of City Bond Form is Required)

LABOR AND MATERIAL PAYMENT BOND

PUBLIC WORK (CALIFORNIA)
KNOW ALL MEN BY THESE PRESENTS:

WHEREAS, ________________________________________, as Principal, has entered into a contract dated ___________________, _____, (the "Contract") with the City of MONTEBELLO (Obligee) referred to and made a part hereof to perform the following work of public improvement, to wit:
_____________________________________________________________________________________ _____________________________________________________________________________________ __________________________________________________________and all appurtenant work in accordance with the plans and specifications for Project No._______, which requires Principal to file this bond to secure claims made under Civil Code Sections 9550-9554..

NOW THEREFORE, we, ____________________________________, as Principal, and ___________________________________________, a corporation organized under the laws of ______________________ and duly authorized to transact business in the State of California, as Surety, are held firmly bound unto the City of _____________________________, as Obligee, and all subcontractors, laborers, material persons and other persons employed in the performance of the referenced agreement, in the sum of _________________________________________________ Dollars ($_______________________), lawful money of the United States of America, which is 100% of the amount of the Contract, for the payment whereof well and truly to be made the Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

The address at which the Surety may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ The address at which the Principal may be served with notices, papers and other documents is:
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ If the above bounden Principal, his or its heirs, executors, administrators, successors, assigns, or any of his or its subcontractors, fails to pay for any materials, provisions, provender, or other supplies, or teams, implements or machinery, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor to persons named in Section 9100 of the Civil Code, or for amounts due under the Unemployment Insurance Code with respect to such work or labor performed under the Contract, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, then the Surety on this bond will pay the same, in an amount not

D-20
exceeding the sum specified in this bond, and also, in case suit is brought upon this bond, a reasonable attorney's fee, which shall be awarded by the court to the prevailing party in said suit, said attorney's fee to be taxed as costs in said suit and to be included in the judgment herein rendered.

As part of the obligation secured hereby, the Surety shall not be exonerated or released from the obligation of the bond by any change, alteration, or modification in or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement or pertaining or relating to the furnishing of labor, materials, or equipment therefor, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme of work of improvement, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement, or under the bond, nor, where the bond is given for the benefit of claimants, by any fraud practiced by any person other than the claimant seeking to recover on the bond.

This bond shall inure to the benefit of any and all persons, companies and corporations named in Civil Code Section 9100 so as to give them a right of action in a suit on this bond.

This bond is executed for the purpose of complying with the laws of the State of California designated as Title 3, Chapter 5, Payment Bond, commencing with Section 9550 of the Civil Code of the State of California and all amendments thereto, and shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code of the State of California.

This document is signed by the respective parties on the dates next to their names.

Principal
By: _________________________________
Title: ________________________________
Surety
By: _________________________________
Title: ________________________________
Date: ________________________________
Date: ________________________________
I declare under penalty of perjury under the laws of the State of California that the contents of the above Labor and Materials Payment Bond are true and correct, and that I have been duly authorized to sign this Labor and Materials Payment Bond on behalf of Surety. This Declaration is signed on ______ , in the City of _____, State of California.
--OR--

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

D-21
State of California )
)
County of ___________________________ )
On ______________ before me, ____________________________________(here insert name and title of the officer), personally appeared
___________________________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature __________________________________ (Seal)
-- AND –
(Proof of signature authorization or power of attorney must be attached) APPROVED AS TO FORM:
________________________
City Attorney

APPENDIX “A”

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS FOR
WHITTIER BOULEVARD AND 6TH STREET TRAFFIC SIGNAL PROJECT

SUPPLEMENTS AND MODIFICATIONS TO
THE 2024 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) THE 2024 CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)

STANDARD SPECIFICATIONS
AND
THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2014 CA MUTCD) (Revision 8)

SUPPLEMENTS AND MODIFICATIONS TO
THE 2024 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) PART 1 – GENERAL PROVISIONS
The work required to be performed for the completion of the Project shall be performed in accordance with the Standard Specifications for Public Works Construction (SSPWC), 2024 Edition, in so far as the same applies to the Project, the Standard Plans and the Contract Documents.

For the purposes of this Project, Part 1 of the SSPWC, is amended as follows:

SECTION 1 – GENERAL
1-7 AWARD AND EXECUTION OF THE CONTRACT
1-7.1 General
Subsection 1-7.1 of the Standard Specifications is hereby replaced with the following:

Within ten working days after the date of the AGENCY’s notice of award, the Contractor shall execute and return the following contract documents to the AGENCY:
 Contract Agreement
 Faithful Performance Bond
 Material and Labor Bond
 Public Liability and Property Damage Insurance Certificate  Worker’s Compensation Insurance Certificate
 Project Schedule
Failure to comply with these requirements will constitute non-responsiveness on the part of the Contractor and will result in annulment of the award by the Agency and forfeiture of the Proposal Guarantee by the Contractor.

The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY official.

A corporation to which an award is made may be required, before the Contract 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 of the authority of its officers to sign contracts and bonds for the corporation.
1-7.2 Contract Bonds
The second and third sentences of the third paragraph of Subsection 1.7.2 of the Standard Specifications are hereby deleted and replaced with the following:

The “Payment Bond” (Material and Labor Bond) shall be for not less than 50 percent of the contract price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The Payment Bond shall remain in effect until thirty-five days after the date of recordation of the Notice of Completion.

The second sentence of the fourth paragraph of Subsection 1-7.2 of the Standard Specifications is hereby deleted and replaced with the following:

The Faithful Performance Bond (Warranty Bond) shall remain in force until one (1) year of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until thirty-five days after the date of recordation of the Notice of Completion.

SECTION 2 – SCOPE OF THE WORK
2-2 PERMITS
Subsection 2-2 of the Standard Specifications are hereby deleted and replaced with the following:

Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with the State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.

The Contractor shall pay all costs incurred by the permit requirements.

2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES
The following is hereby added to this subsection of the Standard Specifications:
2-5.5 A noise level limit of 86 dba at the distance of fifty 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.

2-5.6 All noise producing project equipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropriate, in good operating condition that meet or exceed original factory specifications. Mobile or fixed “package” equipment (e.g. arc-welders, air compressors) shall be equipped with shrouds and noise control features that are readily available for that type of equipment 2-5.7 All mobile or fixed noise producing equipment used on the project, which is regulated for noise output by a local, state, or federal agency, shall comply with such regulations while in the course of project activity
2-5.8 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.
2-5.9 Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practical from residences.
2-5.10 The hours of conventional construction activities shall be restricted to the periods and days permitted by the local noise or other applicable ordinance. In accordance with the City of Montebello Noise Ordinance, these activities include (but are not limited to) construction, noisy maintenance activities, all spoils and material transport, demolition, and grading and are prohibited between the hours of 4:00 p.m. and 8:00 a.m. on weekdays (Monday through Friday), Saturday and Sundays, and legal holidays, except in cases of emergency as determined and approved in writing by the City Engineer.
2-5.11 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.
2-5.12 No project related public address, paging, two-way radio, or music system shall be audible at any adjacent residence.
2-5.13 The on-site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal process to the City shall be established prior to construction commencement that will allow for resolution of noise problems that cannot be immediately solved by the site supervisor.

2-5.14 The Contractor shall develop a project noise control plan, which shall be approved and implemented prior to commencement of any construction activity.

2-5.15 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.
2-5.16 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities. 2-5.17 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.

2-5.18 Caltrans Standard Specifications (Sections 7 and 42) and Standard Special Provisions (that provide limits on construction noise levels) shall be applied and enforced by the City on the project Contractor.
2-5.19 Arrange noisiest operations together in the construction program to avoid continuing periods of annoyance.
2-5.20 If practical, implement project noise abatement features prior to construction.

SECTION 3 – CONTROL OF THE WORK
3-2 SELF PERFORMANCE
The whole paragraph of Subsection 3-2 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude the Contractor’s superintendent. Any designated “Specialty Items” may be performed by subcontract and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information submitted by the Contractor, subject to approval by the Engineer.

The Contractor with the bid package shall submit a list of all subcontractors intended to perform work on the project. This list shall include 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 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 one percent of the prime contractors total bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.
3-7 CONTRACT DOCUMENTS
3-7.1 General.

The following is added to this subsection:

The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as-built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met.

3-10 SURVEYING
3-10.1 General
This subsection of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor will furnish a Surveyor as required for layout of the work and the resetting of all disturbed monuments.

SECTION 4 – CONTROL OF MATERIALS
4-1 GENERAL
The following is hereby added to this subsection of the Standard Specification:

The Contractor and all subcontractors, suppliers, and vendors, shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one (1) year after the date of recordation of the Notice of Completion. Within this one-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within thirty (30) days after the date of the City Engineer’s written notice. 4-6 TRADE NAMES
The first and second paragraphs of this subsection of the Standard Specifications are hereby replaced with the following:

Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications, a lower cost project/bid may result. The bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he consider to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a determination by the AGENCY that the other product is equal and possibly that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.

SECTION 5 – LEGAL RELATIONS AND RESPONSIBILITIES
5-1 LAW AND REGULATIONS
The following is hereby added to this subsection of the Standard Specifications:

The Contractor, and all subcontractors, suppliers and vendors, shall comply with all 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. In accordance with the labor Code, as provided in Section 1773 et seq., the City has on file in the City Clerk’s office the latest prevailing rates as established by the Director of Industrial Relations of the State of California.

The Contractor shall not pay less than these rates.
5-3 LABOR
5-4 INSURANCE
5-4.2 General Liability Insurance
The liability insurance coverage values are hereby amended to be:

Insurance Coverage Requirements Limit Requirements
Comprehensive General Liability $2,000,000
Product/Completed Operations Hazard $5,000,000
Comprehensive Automobile Liability $5,000,000
Contractual General Liability $1,000,000
Worker’s Compensation Statute
A combined single limit policy with aggregate limits in the amount of $2,000,000 will be considered equivalent to the required minimum limits. A pro forma copy of the policy(s) shall be submitted to the City. A certificate of endorsement naming the City and its Agents as additional insured identifying the coverage limits, dates of coverage insurance provided and project number is required.

SECTION 6 – PROSECUTION AND PROGRESS OF THE WORK
6-3 TIME OF COMPLETION
6-3.1 General
The following is hereby added to this subsection of the Standard Specifications:

All construction work is to be completed within one hundred ninety (190) working days.

The Contractor’s activities shall be confined to the hours between 7:00 a.m. and 3:30 p.m., Monday through Friday, excluding 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. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Contractor. Should the Contractor choose nighttime work, any and all lighting and traffic control, as needed, shall be provided by the Contractor.
6-9 LIQUIDATED DAMAGES
The liquidated-damages value is hereby amended to be $500.00 per day.

SECTION 7 – MEASUREMENT AND PAYMENT
7-3 PAYMENT
7-3.2 Partial and Final Payment
The text of Subsection 7-3.2 of the Standard Specifications is hereby deleted and replaced with the following:

The closure date for the purpose of making partial progress payments will be on or about the twenty-fifth (25th) day of each month. The Contractor shall prepare the approximate measurement of the work performed through the closure date and submit it to the AGENCY for approval along with an updated construction schedule.

When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment.

Payments are commonly authorized and made within forty-five days following the last day of the month submitted. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents. 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 and any other required documents.

A full five percent (5%) retention will be deducted from all progress payments. The final retention will be authorized for final payment forty-five (45) days after the date of recordation of the Notice of Completion.

The Contractor, however, may receive interest in the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety of 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 shall pay such surety to the Contractor upon satisfactory completion of the contract.

Surety’s eligible for investment shall include those listed in Section 16430 of the State Government Code or bank or savings and loan certificates of deposit.

Any escrow agreement entered into shall contain the following provisions:
(a) The amount of surety to be deposited;
(b) The terms and conditions of conversion to cash in case of default of the Contractor; and
(c) The termination of the escrow upon completion of the contract. 7-3.3 Delivered Materials
This subsection of the Standard Specifications is hereby replaced in its entirety by the following:

Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment.

Add the following section:
7-6 PAYMENT ITEMS

PHASE I BID ITEM DESCRIPTIONS
7-6.1 Bid Item No. 1 – Phase I Mobilization (Not to exceed 10% of total of all Phase I Prime Contract Bid Items)
Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site.

Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials.

Demobilization includes removal of all equipment and materials from the site, clean up and restoration of the work site at the end of project. This bid item shall also include clearing and

grubbing operations preceding and post construction consisting of removing all natural and artificial objectionable materials from the Right-of-Way in construction areas, road approaches and material sites. Clearing and grubbing shall conform to the provision of Section 300-1 of the standard specifications.

Payment for Bid Item No. 1 – Phase I Mobilization shall be included in the Lump Sum (LS) Price base is and shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits; coordination, field office facility, implementation of Best Management Practices, and incidentals necessary to perform all related items of work. Progress payments for this bid item shall be paid for in accordance with the completion percentage of the project to the Contractor and shall include the cost of such mobilization administration during the entire contract period and demobilization. No additional compensation will be allowed therefor. The sum total of this Bid Item shall not exceed 10% of the total of all other Prime Contract Bid Items. 7-6.2 Bid Item No.2 – Phase I Traffic Control
The Contractor shall provide and maintain all construction area traffic controls in accordance with Part 6 of the Standard Specifications, 2014 California Manual of Uniform Traffic Control Devices (CA MUTCD) (Rev. 8), these Special Provisions, and as noted herein.

Payment for Bid Item No. 2 – Phase I Traffic Control shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation and include but not limited to, providing safe traffic control, preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, the City of Montebello and complying with the requirements specified in those licenses and permits and these specifications, coordination, field office facility, furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system as specified in the Standard Specifications and these specifications, and as directed by the Engineer; and incidentals necessary to perform all related items of work. The lump sum price shall also include steel plates and temporary AC including installation and removal; all associated temporary signing and striping; flashing arrow signs; portable changeable message boards; flagging and/or flagmen costs; barricades with working flashing beacons for night work; tree light towers for night work; written project notifications; and no additional compensation shall be made.

Monthly progress payments for traffic control will be paid for based on completed working days for the month. Cost per day of traffic control is determined by the Contractor's bid amount for traffic control divided by the number of working days for the entire project.

7-6.3 Bid Item No. 3 – Phase I Storm Water Best Management Practices (BMP) The Contractor shall comply with Section 3-12, “Work Site Maintenance” of the Standard Specifications for Public Works Construction. The Contractor shall not permit polluted water to enter a catch basin or drainage channel. Water pollution control work shall consist of constructing those facilities which may be shown on the Plans, specified elsewhere in these Special Provisions, required by the Standard Specifications, required by National Pollutant Discharge Elimination System (NPDES No. CAS000002) California General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities Order No. 2009-0009-DWQ, or ordered by the Engineer. Said work is intended to provide prevention, control and abatement of water pollution to streams, waterways and other bodies of water.

In order to provide effective and continuous control of water pollution, it may be necessary for the Contractor to perform the contract work in small or multiple units on an out-of-phase schedule and with modified construction procedures. The Contractor shall provide temporary pollution control measures including, but not limited to, dikes, basins, ditches and the application of straw and seed which become necessary as a result of his operations. The Contractor shall coordinate water pollution control work with all other work done on the contract.

Before starting any work on the project, the Contractor shall submit to the Engineer for acceptance a Water Pollution Control Plan (WPCP) for effective control of water pollution. Such WPCP shall show the schedule for the erosion control work included in the contract and for all water pollution control measures which the Contractor proposes to take in connection with construction of the project to minimize the effect of his operations upon adjacent streams and other bodies of water. The Contractor shall not perform any clearing and grubbing or earthwork on the project, other than that specifically authorized in writing by the Engineer, until such WPCP has been accepted. The Contractor shall revise and bring up to date said WPCP at any time the Engineer makes written request for such revision.

The Engineer will notify the Contractor of the acceptance or rejection of any submitted or revised WPCP in not more than ten (10) days.

The CITY shall not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised WPCP, nor for any delays to the work due to the Contractor’s failure to submit an acceptable WPCP.

The Contractor may request the Engineer to waive the requirement for submission of a written WPCP for control of water pollution when the nature of the Contractor’s operation is such that erosion is not likely to occur. Waiver of this requirement will not relieve the Contractor from responsibility for compliance with the other provisions of this section. Waiver of the requirement for a written WPCP for control of water pollution will not preclude submittal of a written WPCP at a later time if the Engineer deems it necessary because of the effect of the Contractor’s operations.

Where erosion control damage will cause water pollution which is probably due to the nature of the material or the season of the year, the Contractor’s operations shall be so scheduled that permanent erosion control features will be installed concurrently with or immediately following grading operations.

Compliance with the requirements of this article shall in no way relieve the Contractor from his responsibility to comply with the other provisions of the Contract, in particular, his responsibility for damage and for preservation of property.

All water pollution control work performed in accordance with the accepted WPCP which is not otherwise required under the contract and which is ordered by the Engineer will be paid for as follows:
(1) Such water pollution control work which may be accomplished under the various contract items of work will be measured and paid for as provided for in these Special Provisions for the said items of work.
(2) Such water pollution control work not covered by contract items will be paid for as extra work as provided for in Section 7-4, “Payment for Extra Work” of the Standard Specifications.

Payment for Bid Item No.3 – Phase I Storm Water Best Management Practices (BMP) shall be paid for by the contract bid price per Allowance (ALL). Except as otherwise provided in this bid item description or in the Standard Specifications or elsewhere in these Special Provisions, full compensation for complying with the work contained in this description shall be considered included in the contract bid price and no additional compensation will be allowed therefor.
7-6.4 Bid Item No. 4 – Demolition/Unclassified Excavation Demolition/unclassified excavation as shown on the Contract Drawings shall conform to Sections 300-2 and 401 of the Standard Specifications and these Special Provisions.

Demolition/unclassified excavation consists of furnishing transportation, tools, labor, materials, equipment, and incidentals for demolition and excavation and shall consist of all demolition and excavation including sawcutting, removal, hauling, and disposal of asphalt concrete pavement, concrete pavement, concrete sidewalk, curb, gutter, curb ramps, curb drains, subgrade, etc. with the limits of construction identified on the project, to meet the grades for the proposed improvements as shown on the plans.

Payment for Bid Item No. 4 - Demolition / Unclassified Excavation shall be paid for at the contract unit price per Cubic Yard (CY) and shall include full compensation and include but not limited to, furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved to remove all existing improvement in conflict with the proposed improvements not included in other bid items.
7-6.5 Bid Item No. 5 –Construct Type A2 Curb Over 6” CMB Work for these bid items shall conform to Sections 200-2, 201-1, and 303-5 of the Standard Specifications, these Special Provisions, and the Plans.

Payment for Bid Item No. 5 –Construct Type A2 Curb Over 6” CMB shall be paid for at the contract unit price per Linear Foot (LF) and shall include full compensation and include but not limited to, furnishing all labor, materials, tools, equipment, backfilling, subgrade preparation, base placement, grading, compacting, forming, pouring, finishing, and incidentals and for doing all the work involved in constructing new curb and gutter

complete in place. Base under curb and gutter shall be paid under this bid item. No additional compensation shall be allowed. Demolition, excavation, and removals shall be paid for under Bid Item No. 4 – Demolition / Unclassified Excavation. 7-6.6 Bid Item No. 6 – Construct 4” PCC Sidewalk Over 3” CMB Bid Item No. 7 – Construct 4” PCC Curb Ramp Over 3” CMB Work for these bid items shall be conform to Sections 200-2, 201-1, 303-5 and 401-3 the Standard Specifications, these Special Provisions, and the Plans.

Payment for Bid Item No.6 – Construct 4” PCC Sidewalk Over 3” CMB and Bid Item No.7 – Construct 4” PCC Curb Ramp Over 3” CMB shall be at the contract unit price per Square Foot (SF) and shall include full compensation and include but not limited to, furnishing all labor, materials, tools, equipment, backfilling, subgrade preparation, base placement, grading, compacting, forming, pouring, finishing, and incidentals and for doing all the work involved complete in place. Base under sidewalk shall be paid under this bid item. No additional compensation shall be allowed. Demolition, excavation, and removals shall be paid for under Bid Item No. 4 – Demolition / Unclassified Excavation.

Payment for Bid Item No. 7 - Construct 4” PCC Curb Ramp over 3” CMB shall be paid for at the contract unit price per Each (EA) and shall include full compensation for all labor, material, equipment, tools, backfilling, subgrade preparation, base placement, construction of curb ramp, construction of depressed curb and gutter (0” lip), and incidentals and for doing all the work involved complete in place and no additional compensation shall be allowed.

Payment also includes constructing any required retaining curb along the back and sides of the ramp, base under the curb ramp, and scoring patterns and grooving. Demolition, excavation, and removals shall be paid for under Bid Item No. 4 – Demolition / Unclassified Excavation.
7-6.7 Bid Item No. 8 – Remove Existing and Cast In Place 3’ x 4’ Detectable Warning Surface Work for these bid items shall conform to the requirements in the 2021 Standard Plans for Public Works Construction Standard Plan 111-5, these Special Provisions, and the Plans.

Payment for Bid Item No. 8 - Remove Existing and Cast In Place 3’ x 4’ Detectable Warning Surface shall be at the contract unit price bid per EACH (EA) detectable warning surface constructed in place, and shall include full compensation for all labor, materials, tools, equipment, warranty, and incidentals necessary to remove partial concrete curb ramp, construct new partial concrete curb ramp, furnish and install new 3’x4’ detectable warning surface (cast-in-place) complete, in place, and accepted. No additional compensation will be allowed therefore.
7-6.8 Bid Item No.10– Remove Existing and Install Traffic Signing, Striping and Pavement Markings

This work shall consist of removing and installing signage, pavement striping, pavement markings, and raised pavement markers as shown on the plans and as directed by the Engineer. Signing, striping, pavement markings and raised pavement markers shall conform to Section 82 and 84 of the Caltrans Standard Specifications, these Special Provisions and the Plans. Size of all new signs shall comply with the 2014 CA MUTCD, Revision 8 for the type of road classification.

Payment for Bid Item No. 10 – Remove Existing and Install Traffic Signing, Striping and Pavement Markings shall be at the contract bid unit price per Lump Sum (LS) and shall include full compensation and include but not limited to, furnishing all labor, material, tools, equipment, and incidentals for doing the work involved in removing and installing traffic signs (including posts), and removing and installing striping, pavement markings, curb markings and raised pavement markers complete in place. Material includes but is not limited to signs, posts, concrete footings, rebar, fasteners, adhesives, glass beads, thermoplastic material, and paint. No additional compensation shall be allowed. 7-6.9 Bid Item No. 11 – New Traffic Signal at Whittier Boulevard and 6th Street Traffic signal modifications shall conform to the requirements of Section 700 and Section 701 of the 2024 SPPWC, these Special Provisions and the Plans.

Payment for Bid Item No. 11 – New Traffic Signal at Whittier Boulevard and 6th Street shall be paid for at the contract unit price per Lump Sum (LS) and shall include full compensation for all labor, material, equipment, tools, utility potholing, and incidentals necessary to complete all work including electrical connections, communications connections, programming, and testing. No additional compensation shall be allowed.

All Measurement and Payment subsections in Sections 700 and 701 shall be deleted and be paid for at the contract unit price per Lump Sum (LS) under Bid Item 11.

PHASE II BID ITEM DESCRIPTIONS
7-6.10 Bid Item No. 12– Phase II Mobilization (Not to exceed 10% of total of all Phase II Prime Contract Bid Items)
Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site.

Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials.

Demobilization includes removal of all equipment and materials from the site, clean up and restoration of the work site at the end of project. This bid item shall also include clearing and

grubbing operations preceding and post construction consisting of removing all natural and artificial objectionable materials from the Right-of-Way in construction areas, road approaches and material sites. Clearing and grubbing shall conform to the provision of Section 300-1 of the standard specifications.

Payment for Bid Item No. 12 – Phase II Mobilization shall be included in the Lump Sum (LS) Price base is and shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits; coordination, field office facility, implementation of Best Management Practices, and incidentals necessary to perform all related items of work. Progress payments for this bid item shall be paid for in accordance with the completion percentage of the project to the Contractor and shall include the cost of such mobilization administration during the entire contract period and demobilization. No additional compensation will be allowed therefor. The sum total of this Bid Item shall not exceed 10% of the total of all other Prime Contract Bid Items. 7-6.11 Bid Item No.13 – Phase II Traffic Control
The Contractor shall provide and maintain all construction area traffic controls in accordance with Part 6 of the Standard Specifications, 2014 California Manual of Uniform Traffic Control Devices (CA MUTCD)(Rev. 8), these Special Provisions, and as noted herein.

Payment for Bid Item No. 13 – Phase II Traffic Control shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation and include but not limited to, providing safe traffic control, preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, the City of Montebello and complying with the requirements specified in those licenses and permits and these specifications, coordination, field office facility, furnishing all labor, materials, tools, equipment and incidentals and for doing all the traffic control related work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system as specified in the Standard Specifications and these specifications, and as directed by the Engineer; and incidentals necessary to perform all related items of work. The lump sum price shall also include steel plates and temporary AC including installation and removal; all associated temporary signing and striping; flashing arrow signs; portable changeable message boards; flagging and/or flagmen costs; barricades with working flashing beacons for night work; tree light towers for night work; written project notifications; and no additional compensation shall be made.

Monthly progress payments for traffic control will be paid for based on completed working days for the month. Cost per day of traffic control is determined by the Contractor's bid amount for traffic control divided by the number of working days for the entire project. 7-6.12 Bid Item No.14 – Phase II Storm Water Best Management Practices (BMP)

The Contractor shall comply with Section 3-12, “Work Site Maintenance” of the Standard Specifications for Public Works Construction. The Contractor shall not permit polluted water to enter a catch basin or drainage channel. Water pollution control work shall consist of constructing those facilities which may be shown on the Plans, specified elsewhere in these Special Provisions, required by the Standard Specifications, required by National Pollutant Discharge Elimination System (NPDES No. CAS000002) California General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities Order No. 2009-0009-DWQ, or ordered by the Engineer. Said work is intended to provide prevention, control and abatement of water pollution to streams, waterways and other bodies of water.

In order to provide effective and continuous control of water pollution, it may be necessary for the Contractor to perform the contract work in small or multiple units on an out-of-phase schedule and with modified construction procedures. The Contractor shall provide temporary pollution control measures including, but not limited to, dikes, basins, ditches and the application of straw and seed which become necessary as a result of his operations. The Contractor shall coordinate water pollution control work with all other work done on the contract.

Before starting any work on the project, the Contractor shall submit to the Engineer for acceptance a Water Pollution Control Plan (WPCP) for effective control of water pollution. Such WPCP shall show the schedule for the erosion control work included in the contract and for all water pollution control measures which the Contractor proposes to take in connection with construction of the project to minimize the effect of his operations upon adjacent streams and other bodies of water. The Contractor shall not perform any clearing and grubbing or earthwork on the project, other than that specifically authorized in writing by the Engineer, until such WPCP has been accepted. The Contractor shall revise and bring up to date said WPCP at any time the Engineer makes written request for such revision.

The Engineer will notify the Contractor of the acceptance or rejection of any submitted or revised WPCP in not more than ten (10) days.

The CITY shall not be liable to the Contractor for failure to accept all or any portion of an originally submitted or revised WPCP, nor for any delays to the work due to the Contractor’s failure to submit an acceptable WPCP.

The Contractor may request the Engineer to waive the requirement for submission of a written WPCP for control of water pollution when the nature of the Contractor’s operation is such that erosion is not likely to occur. Waiver of this requirement will not relieve the Contractor from responsibility for compliance with the other provisions of this section. Waiver of the requirement for a written WPCP for control of water pollution will not preclude submittal of a written WPCP at a later time if the Engineer deems it necessary because of the effect of the Contractor’s operations.

Where erosion control damage will cause water pollution which is probably due to the nature of the material or the season of the year, the Contractor’s operations shall be so scheduled that permanent erosion control features will be installed concurrently with or immediately following grading operations.

Compliance with the requirements of this article shall in no way relieve the Contractor from his responsibility to comply with the other provisions of the Contract, in particular, his responsibility for damage and for preservation of property.

All water pollution control work performed in accordance with the accepted WPCP which is not otherwise required under the contract and which is ordered by the Engineer will be paid for as follows:

(2) Such water pollution control work which may be accomplished under the various contract items of work will be measured and paid for as provided for in these Special Provisions for the said items of work.
(2) Such water pollution control work not covered by contract items will be paid for as extra work as provided for in Section 7-4, “Payment for Extra Work” of the Standard Specifications.

Payment for Bid Item No.14 – Phase II Storm Water Best Management Practices (BMP) shall be paid for by the contract bid price per Allowance (ALL). Except as otherwise provided in this bid item description or in the Standard Specifications or elsewhere in these Special Provisions, full compensation for complying with the work contained in this description shall be considered included in the contract bid price and no additional compensation will be allowed therefor.
7-6.13 Bid Item No. 15 - Cold Mill AC Pavement, 2” Depth Cold milling shall conform to the provisions of Section 404 of the Standard Specifications and these Special Provisions. The Contractor shall cold mill existing asphalt concrete (AC) pavement to the depth shown on the Contract Drawings or as directed by the Engineer. All work shall be completed in accordance the Project Plans. Any extra cold milling beyond the shown limits shall be at the Contractor’s expense. All existing asphalt concrete (AC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in-place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, and power poles, and other existing structures.

It is the Contractor’s responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area. Any damage done by the Contractor shall be repaired or replace as called out in Section 400 of the Standard Specifications at the Contractor’s expense.

This work shall consist of cutting existing asphalt concrete (AC) pavement to facilitate its removal. Any sawcutting shall be accomplished by the use of a power-driven saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power-driven saw.

During the cold milling operation, the Contractor shall remove all loosened materials from milled areas, haul away and dispose of them at a legal site as specified in Section 404-8 of Standard Specifications and submit evidence of the proper disposal to the City of South Gate. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with recycled water (if available) or other means as necessary.

Any petromat found during grinding shall be removed by scraping and by burning it with

a torch. The Contractor shall be responsible to assume the cost of testing, removing, hauling, recycling and any other incidental of any petromat found during grinding operation and no adjustment on the Bid price shall be made.

Also, The Contractor shall remove all asphalt residuals along existing gutter.

Payment for Bid Item No. 15 - Cold Mill AC Pavement, 2” Depth shall be paid for at the contract unit price per Square Foot (SF) and shall include full compensation and include but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in cold milling existing AC pavement including sawcutting, removing, hauling and disposal of asphalt concrete material excavation, grading for the base, crack sealing, compaction and removing thermoplastic paint complete in place. No additional compensation shall be allowed.
7-6.14 Bid Item No.16 - Construct 2” AC Pavement Overlay (Type C2-PG 64-10) The Contractor shall place asphalt concrete pavement as required by these specifications and drawings. Payment for all asphalt concrete shall be included in this pay item. All full depth joins shall be neatly sawcut.

Asphalt concrete shall be TYPE C2-PG 64-10 and shall be placed in one lift.

Due to the low R value and high moisture content of subgrade soils present, construction equipment and traffic shall minimize travel on subgrade soils. The contractor shall remove existing materials to grade with milling equipment of sufficient size to remove materials in one pass, excavator working from existing pavement surfaces, or a similar method.

Asphalt pavement material shall be placed with a paving machine having tracks, or other equipment capable of placing asphalt concrete while minimizing loads on the subgrade soil or base course.

Construction equipment shall minimize repeated heavy traffic loadings, such as dump trucks, traveling repeatedly over the same pavement areas, so as to minimize the possibility of subgrade “pumping”. Subgrade and pavement failures caused by repeated heavy load traffic shall be repaired at the expense of the Contractor.

The final lift of pavement shall be placed with conventional spreader equipment. However, the Contractor shall avoid unnecessary and repeated heavy traffic loadings on the same pavement areas.

The Contractor is warned that some locations may have shallow utility services in the shoulder areas. Contractor shall exercise due caution to protect utilities in these areas.

Paving shall be completed within five days of cold milling operation.

Payment for Bid Item No. 16 – Construct 2” AC Pavement Overlay (Type C2-PG 64-10) shall be paid for at the contract unit price per Ton (TON) and shall include the work contained in this section and no additional compensation will be allowed therefore. 7-6.15 Bid Item No.17 - Install Decorative Crosswalk
Installation of decorative crosswalk shall consist of, but not limited to, all labor, materials, equipment, and incidentals necessary to furnish all materials and install the decorative crosswalk in accordance with the plans, specifications, and applicable standards. Work shall include cleaning, surface preparation, application of primer, anti-slip additive or bonding agents, layout, protective coating and sealer as required by installer, and furnishing and application of paint. The decorative crosswalk shall be installed to ensure long-term durability under vehicular and pedestrian traffic. Paint material shall be Vista Paint 6700 OnLine Flat 100% Acrylic Flat Traffic Marking Paint or approved equal and shall be preapproved by the City Engineer. All work and materials for decorative crosswalk shall be coordinated through Smart Department Fabrication Inc. as shown on plans.

Payment for Bid Item No. 17 – Install Decorative Crosswalk shall be at the contract bid unit price per Allowance (ALL) and shall include full compensation and include but not limited to, furnishing all labor, material, tools, equipment, and incidentals for doing the work involved in removing existing conflicting striping, surface preparation, furnishing all material required, installing new decorative crosswalk striping and pavement markings complete in place, and all required coordination with the artist specified on the project plans.

No additional compensation shall be allowed.

SECTION 8 – FACILITIES FOR AGENCY PERSONNEL
The following is hereby added to this subsection of the Standard Specifications:

No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor for the project in the City if so provided by the Contractor for his own personnel.

PART 2 – CONSTRUCTION MATERIALS
Unless otherwise noted, the provisions below shall supplement those provisions in Part 2 of the Standard Specifications for Public Works Construction.

SECTION 201 – CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE

201-1.1 General (Page 58 of the SSPWC)

Add the following:

Concrete mix design shall conform to Table 201-1.1.2, unless otherwise specified, and be submitted to the Engineer ten (10) working days prior to use. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS
201-3.7 Type “D” Joint Sealant (Hot-Poured Rubber-Asphalt Joint Sealant) (Page 77 of the SSPWC)
Add the following:

After cold milling and prior to the placing of new asphalt, cracks greater than 1/4" will be routed, cleaned and filled with hot asphalt rubber joint and crack sealant. The pavement surface should be warm, dry, and free of any dust, dirt, and deleterious material before applying the crack sealant.

The Contractor shall submit for approval the material they intend to use for crack sealant two (2) weeks prior to its incorporation into the work.

Sealant shall be topped off where settling occurs. Depressed areas adjacent to cracks shall be filled to road level by use of a straight squeegee. Excess material shall be leveled off at all cracks.

Sealant shall be applied according to manufacturer's specifications, using the manufacturer's recommended equipment. Manufacturer's specifications and equipment recommendations shall be furnished to the Engineer prior to construction.

SECTION 203 – BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE.
203-6.1 General. (Page 97 of the SSPWC)
Replace the entire subsection with the following:

Asphalt concrete shall be the product of mixing mineral aggregate and up to 25 percent reclaimed asphalt pavement (RAP) with asphalt binder at a central mixing plant. Asphalt concrete for placement as a surface course may contain up to 20 percent RAP. For all other placement applications, asphalt concrete may contain up to 25 percent RAP.

Asphalt concrete mixtures shall conform to 203-6.4.

SECTION 211 - MATERIAL TESTS
211-1 COMPACTION TESTS.
211-1.1 Laboratory Maximum Density. (Page 219 of the SSPWC) Replace the second and third paragraphs with the following:

Compaction tests will be performed in accordance with ASTM D1557 using the appropriate procedure based on the materials gradation where applicable. The Engineer may specify another procedure within this test; require the use of another test procedure; or specify a specific compaction method to be used where this test is not applicable.

All reported maximum densities shall be based on dry unit weight. However, the Engineer may modify the procedure in ASTM D1557, at its option, to calculate a relative compaction at the site based on adjusted laboratory maximum wet density to give the Contractor an indication of the achieved relative compaction. The adjusted laboratory maximum wet density will be calculated as follows:
211-1.3 Relative Compaction. (Page 219 of the SSPWC)
Replace the entire subsection with the following:

The words "Relative Compaction" shall mean the ratio of the field dry density to the laboratory maximum dry density expressed as a percentage.

SECTION 214 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS,

AND PAVEMENT MARKERS
214-1 GENERAL. (Page 254 of the SSPWC)
Replace the entire section with the following:

Traffic signs, striping, pavement markings, and raised pavement markers, shall conform to Sections 82 and 84 of the Caltrans Standard Specifications and these Special Provisions.

Add the following section:

SECTION 220 – TRAFFIC SIGNING
220-1 GENERAL. All signing shall conform to the California Manual on Uniform Traffic Control Devices (California MUTCD), 2014 edition, Rev 8. 220-1.2 Submittals. (The Contractor shall submit shop drawings for signs and sign post materials to the Engineer in accordance with subsection 3-8.

The Contractor shall, at the end of the project, submit an electronic sign inventory table in accordance with subsection 315-1.7.
220-2 SIGNS.
220-2.1 Material.
220-2.1.1 Metal. The base metal shall be new aluminum alloy single-sheet stock of 6061-T6 or 5052-H38, conforming to ASTM Specification, B209-02, and shall be free of all corrosion and dirt. The thickness shall be either 0.063-inches or 0.080-inches.

Sign panels shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. The surface of all sign panels shall be flat. 220-2.1.2 Sheeting.

1. ASTM Types III & IV, High-Intensity Prismatic sheeting shall be used on all warning, guide, and regulatory signs (except mast arm regulatory, critical warning signs such as horizontal alignment, advisory speed, speed reduction, and W4-2, W9-1, and W14-3 of the merging and passing category signs).

2. ASTM Type XI, Diamond-Grade DG3 sheeting shall be used on all mast arm street name, ground mounted street name, and mast arm regulatory signs.

3. ASTM Type XI, Diamond-Grade DG3 fluorescent-orange sheeting shall be used on all temporary traffic control signs.

4. ASTM Type XI, Diamond-Grade DG3 fluorescent-yellow sheeting shall be used on all critical warning signs such as horizontal alignment, advisory speed, speed reduction, and W4-2, W9-1, and W14-3 of the merging and passing category signs.

5. ASTM Type XI, Diamond-Grade DG3 fluorescent yellow green shall be used on all pedestrian crossings, bicycle crossings, and school zones.

220-2.2 Anti-Graffiti. All signs shall be produced with premium anti-graffiti film and shall be marked with a "G2", on the bottom margin of the sign before applying the film. 220-2.3 Panel Size and Thickness. Diamond shape less than 48"x48"x.063” no frame; 48"x48"x.080” no frame; 60"x60", 72"x72", and 96"x96"x.080” with frames.

Rectangle shape with length up to 47"x.063” no frame; 48" to 55"x.080” no frame.

Panel sizes shall be per the California MUTCD, 2014 Edition, Rev 8.

PART 3 – CONSTRUCTION METHODS
Unless otherwise noted, the provisions below shall supplement those provisions in Part 3 of the Standard Specifications for Public Works Construction.

SECTION 300 - EARTHWORK
300-4 UNCLASSIFIED FILL.
300-4.9 Measurement. (Page 279 of the SSPWC)
Replace the entire subsection with the following:

Unclassified fill will not be measured separately for payment. 300-4.10 Payment. (Page 279 of the SSPWC)
Replace the first sentence of the first paragraph with the following:

There will be no separate payment for any Unclassified Fill. Contractor will need to refer to Phase I and Phase II bid item descriptions to determine which pay items shall be considered as included in the Contract Unit Price for "DEMOLITION/UNCLASSIFIED EXCAVATION." SECTION 302 – ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. (Page 329 of the SSPWC)
Add the following:

The Contractor shall schedule the paving work such that no longitudinal drop-offs on the

pavement will remain overnight in the traveled way. Any transverse drop-offs on the pavement over 1 inch in height that will remain overnight shall be ramped with temporary AC pavement.

Roadways to receive full-width cold milling shall be resurfaced within 24 hours of cold milling any portion of the Work.

Replace the fourth paragraph with the following:

Asphalt concrete shall not be placed until the atmospheric temperature is a minimum of 55oF and rising, and the surface temperature of the underlying material is a minimum of 55ºF. Asphalt concrete shall also not be placed during unsuitable weather. 302-5.9.2 Joints. (Page 335 of the SSPWC)
Add the following:

Longitudinal joints shall coincide with the traffic lines. 302-5.11.2 Field Density. (Page 336 of the SSPWC)
Replace “b)” in the third paragraph with the following:
b) California Test Method 308, Method A (modified to use zinc stearate) when slabs or cores are taken for laboratory testing.
302-5.14 Payment. (Page 336 of the SSPWC)
Add the following:

Payment for the adjustment of survey monument lids shall be included in the cost of other Bid Items and no separate payment will be made for adjustment of survey monument lids.

SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS.
303-5.1 Requirements. (Page 379 of the SSPWC)
303-5.1.1 General.

Add the following subsection:

To facilitate access to properties, the Contractor may be directed to include admixtures or

additional cement in the concrete mix for driveway aprons.

Add the following subsection:
303-5.1.4 Curb Ramps. Curb ramps shall conform to the Standard Plans referenced and details shown on the Plans.
303-5.3 Placing Concrete. (Page 380 of the SSPWC)
Add the following:

Concrete for walk, driveways, and access ramps (curb ramps) shall not be placed monolithically with curbs, integral curbs and gutters or gutters. Concrete for such shall not be placed until a minimum of 4 hours after concrete for the adjoining curb or gutter has been placed.

Add the following after the second paragraph:

At locations where new sidewalk will join a wall, the sidewalk shall be placed in two separate pours. The first pour shall include the portion of the walk from the back of the curb to approximately 6 inches off the face of the wall or as directed by the Engineer. The second pour shall be between the wall and the edge of the walk previously placed. Full compensation for complying with these requirements shall be considered as included in the Contract Unit Prices for the various items of work.
303-5.5.3 Walk. (Page 382 of the SSPWC)
Replace the second paragraph with the following:

After concrete has been deposited in place, it shall be thoroughly tamped in such a manner that coarse aggregate will be forced down and a layer of free mortar approximately 1/4-inch-thick covers the surface. The concrete shall be screeded to the required grade and floated to a smooth, flat, uniform surface. Immediately after the initial set has taken place, the surface shall be broomfinished. Broom-finishing shall be accomplished by a fine-hair broom and shall be performed perpendicular to the centerline of the adjacent roadway as directed by the Engineer. 303-5.5.5 Alley Intersections, Access Ramps, and Driveways. (Page 383 of the SSPWC)
Add the following:

A detectable warning surface shall be constructed in the areas shown on the Plans and Standard Plans. Detectable warning surfaces shall be the cast-in-place type and consist of a rigid, pre-cast tile embedded into fresh concrete. The detectable warning surface shall have the dimensions and dome spacing shown on the Standard Plan. The color shall be yellow conforming to Federal Standard 595B, Color No. 33538.

Detectable warning surfaces shall be one of the following:

a) Cast-In-Place Replaceable Tactile Pavers as manufactured by ADA Solutions:
www.adatile.com/replaceable_wet_set.php
b) “Alert Cast” as manufactured by Detectable Warning Systems, Inc.:
http://detectable-warning.com/products/alertcast/
c) “Armor-Tile Replaceable Herculite” series as manufactured by Armor-Tile.:
http://www.armor-tile.com/herculite-series.html
Detectable warning surfaces shall be installed in accordance with the manufacturer’s installation instructions.
303-5.8 Backfilling and Cleanup. (Page 383 of the SSPWC) Add the following:

All parkway areas which will not be covered with new walk, driveways, or curb ramps shall be backfilled with clean native soil as directed by the Engineer. Such material will not be considered as Selected Material.

SECTION 314 - TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND

PAVEMENT MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-2.1 General. (Page 496 of the SSPWC)
Replace the first sentence of the first paragraph with the following:

The Contractor shall remove existing painted and thermoplastic traffic striping and pavement markings by grinding.
314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS.
314-4.1 General. (Page 497 of the SSPWC)
Add the following:

Striping and marking details (nomenclature) referenced on the Plans shall conform to Caltrans Standard Plans (2024 Edition) Striping Details A20A and A24G referenced on the Plans. 314-4.2 Control of Alignment and Layout. (Page 497 of the SSPWC) 314-4.2.1 General. (Page 497 of the SSPWC)
Add the following:

Alignment and layout shall conform to the dimensions and details shown on the Plans.

PART 4 – EXISTING IMPROVEMENTS
Unless otherwise noted, the provisions below shall supplement those provisions in Part 4 of the Standard Specifications for Public Works Construction.
400-1 GENERAL (Page 505 of the SSPWC)
The second paragraph of Subsection 400-1 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of the operations or as required by the Plans and Specifications.

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

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

The last paragraph of Subsection 400-1 of the Standard Specifications is hereby deleted and replaced with the following:

All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements shall be included in the bid. 400-2 PERMANENT SURVEY MARKERS (Page 505 of the SSPWC)
The following is added after the first paragraph of this subsection of the Standard Specifications:

The Contractor shall reset disturbed monuments and provide a copy of a Corner Record Survey filed with the County Surveyor and to the City Engineer. Corner Record Surveys shall be completed by a Surveyor licensed in the State of California to practice surveying.

SECTION 401 – REMOVAL
401-1 GENERAL (Page 506 of the SSPWC)
Add the following:

During construction and excavation, soft and unstable subgrade is expected to be encountered. The City's soils engineer shall determine the method of stabilizing these areas. The use of stompers will not be allowed for any portion of work on the project.

Light weight tracked type equipment shall be used to accomplish stabilization of unsuitable subgrade.

Removals shall consist of the sawcut and removal of all materials, regardless of character, necessary for the construction of the project as shown or indicated on the plans and specifications.

All existing pavement joining new construction shall be sawcut in a straight line, to the limits as shown on the Plans or as instructed by the Engineer. All joins to existing conditions shall be constructed to provide a smooth transition between the new pavement and existing pavement.

Sawcutting of concrete shall be accomplished by the use of a power driven saw. The depth of cut shall be deep enough to produce a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. Waste material from sawcut operations shall be broom cleaned or vacuumed, and disposed of in accordance with section entitled "Recycling of Materials" in Section V of these Specifications. Cleaning of sawcut area by washing and directing waste to public storm drains shall not be permitted.

Contractor shall exercise due caution to avoid any damage to the existing utilities and improvements to be protected in-place. Any damage caused by Contractor and/or his equipment shall be repaired or replaced as called out in Section 400 of the Standard Specifications at Contractor's expense.

The Contractor shall scan the work area using a metal detector of adequate strength prior to any sawcutting, excavation or grinding of the existing pavement. 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.

Existing concrete and miscellaneous removals shall be immediately removed from the project site and disposed of by the Contractor at his own expense at a legal dump and/or recycling site.

Removal areas shall be adequately barricaded to the satisfaction of the Engineer. Removal areas

of 4 L.F. or less shall have one lighted flashing barricade, and areas greater than 4 L.F. shall have a flashing barricade at each end.

The Contractor shall take particular care when removing existing sidewalk, and curb & gutter to prevent damage to existing lawns, landscaping and sprinkler systems, and above or below ground structures/utilities. Any damage to existing lawns and landscaping or existing sprinkler systems shall be repaired within 48 hours at the Contractor’s expense.

The Contractor shall be responsible for any damage to existing trees, landscaping, concrete, above and below ground structures, utilities, pavements and curbs as a result of his operations, and will be required to repair or replace same at his own expense to the satisfaction of the Engineer.

All patching and repair work for any removals shall be to the original condition unless directed otherwise by the City.

Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. Carefully salvage in a manner to prevent damage and promptly return to Owner.

SECTION 402 – UTILITIES
402-1 LOCATION (Page 507 of the SSPWC)
The following is hereby added to this subsection of the Standard Specifications:

The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate.

It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage. The Contractor shall excavate and expose all high-risk underground facilities. The Contractor shall notify the owners of all known utilities and substructures as set forth in the Specifications.

SECTION 404 – COLD MILLING
404-1 GENERAL (Page 510 of the SSPWC)
Add the following:

Existing asphalt concrete shall be milled at the locations and to the dimensions shown on the plans and in accordance with these Special Provisions. The milling of asphalt concrete will only be permitted to take place immediately prior to paving.

It is anticipated, due to the large amounts of milling to be performed, that traffic will be transferred onto milled surfaces for short intervals prior to placement of the asphalt concrete. The milled surfaces to receive traffic must have an approved satisfactory driving surface before traffic will be allowed to resume use. Abrupt changes in surface elevation of greater than 3/8 inch (10 mm) will not be allowed. Therefore, where milling depths as shown on the plans exceed 3/8-inch (10 mm) in depth, a tapered mill perpendicular to the direction of travel, at the rate of one 1-inch (25 mm) per five (5) feet (1500 mm), shall be required until the specified depth of mill is reached.

Abrupt changes in the pavement surface elevation in the longitudinal direction (parallel to the direction of travel) shall not be allowed. A minimum of three (3) foot (900 mm) transition is required for longitudinal grade differences over 3/8 inch (10 mm).

After cold milling, the Contractor shall meet with the City’s representative in the field to designate local soft areas and areas where the pavement condition is deteriorated for complete removal and replacement with full depth asphalt. The replacement of the removed areas shall be performed prior to opening the impacted area to traffic.

Upon completion of milling operations, the Contractor shall place hot mix AC to reduce the lip where wheelchair access ramps are located to assist use by handicapped persons. The hot mix will then be removed no sooner than 24 hours prior to paving.

Both the perpendicular and parallel temporary taper transition may be achieved by over milling outside of the specified full depth mill limits or by using a full depth mill inside the specified full depth mill limits followed by a temporary asphalt concrete ramp. The temporary asphalt concrete ramp must be removed just prior to the actual asphalt concrete base course placement. Adherence to all of the preceding temporary pavement surface maintenance requirements shall be absorbed into the unit costs for the various mills. No additional compensation shall be allowed.

All milled material shall become the property of the Contractor.

PART 6 – TEMPORARY TRAFFIC CONTROL
Unless otherwise noted, the provisions below shall supplement those provisions in Part 6 of the Standard Specifications for Public Works Construction.

SECTION 600 - ACCESS
600-1 GENERAL (Page 553 of the SSPWC)
Add the following:

At least 24 hours in advance of closing or restricting access to any property, the Contractor shall notify the owner or resident of said property. A copy of said notification shall be provided to the Engineer. The Contractor shall conduct its operations, including those of its subcontractors and suppliers, so as to provide reasonable access to the adjacent properties and have no greater length or quantity of work under construction than can be properly prosecuted with a minimum of inconvenience to the public and other contractors engaged on adjacent or related work. 600-2 VEHICULAR ACCESS (Page 553 of the SSPWC)
Add the following:

Vehicular access to properties within the vicinity of the Work, for the purpose of waste collection, shall be maintained for the duration of the Project. Any temporary changes in the frequency of collection or the collection day(s), requested by the Contractor for their operations, must be agreed upon by the service provider and approved by the Engineer. Once approved, the Contractor shall notify all affected properties at least 14 Days in advance of the change in the waste collection schedule. A second notice shall be posted 1 Day prior to the change in the waste collection schedule. Waste collection map(s), including service provider contact information, will be provided to the Contractor after award of the Contract.

Unless the Contractor makes other arrangements satisfactory to the Engineer and the owners, the following shall also apply to business establishments:
a) For each establishment (such as, but not limited to, gas stations, markets and other "drive in" businesses) on the corner of an intersection that has a driveway (or driveways) on each intersecting street, the Contractor shall provide vehicular access to at least one driveway on each intersecting street unless otherwise approved in writing by the Engineer. b) For each establishment (such as but not limited to motels, parking lots and garages) which has a one way traffic pattern with the appropriate entrance driveway and exit driveway, the Contractor shall provide vehicular access to both the entrance driveway and the exit driveway.

SECTION 601 - TEMPORARY TRAFFIC CONTROL FOR MAINTENANCE AND

WORK ZONES
601-1 GENERAL (Page 554 of the SSPWC)
Add the following:

Street closures, detours, lane closures, signs, lights, and other traffic control devices shall conform to the latest approved version of the California Manual on Uniform Traffic Control Devices (California MUTCD). The California MUTCD is available at the following address:
https://dot.ca.gov/programs/safety-programs/sign-specs
Unless otherwise approved by the Engineer, the Contractor shall allow passage of public transit coaches through the Work area at all times. For the Metropolitan Transportation Authority (Metro), the Contractor shall notify the Stops and Zones Representative, (213) 922-5190, at least 48 hours prior to construction at bus stop zones to allow Metro to temporarily abandon and relocate bus stop zones within the construction area.

Lips greater than one inch created during construction which is to remain overnight shall be ramped with temporary asphalt concrete at a slope not to exceed 1:1.

The roadway shall be cold milled and/or paved to full width at the end of each day. 601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)
601-2.1 General (Page 554 of the SSPWC)
Replace the first sentence with the following:

The Contractor shall prepare and submit temporary traffic control plans to the Agency for review and approval.
601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)
601-2.1 General (Page 554 of the SSPWC)
Add the following:

The requirements set forth in the latest approved version of the California Manual on Uniform Traffic Control Devices (California MUTCD) shall govern the design of the proposed traffic control. The California MUTCD is available at the following address:
https://dot.ca.gov/programs/safety-programs/sign-specs

The total length of the Project shall be shown including the signing and striping transitions in advance of the Work area; and existing striping, signing and raised medians, if any. The sheets shall display the Project name; phase identification; name of firm preparing the plan; name and stamp of the Civil Engineer; approval block for each jurisdictional agency; north arrow; sheet number; and number of sheets comprising the traffic control plans. General notes and symbol definitions shall be included when required. Adequate dimensioning shall be provided to allow for Agency checking and proper field installation.

In no case shall traffic be diverted from the existing traveled way without prior approval of the Engineer. Detour striping will not be permitted on any surface course of asphalt concrete pavement constructed on the Project. Temporary striping shall be detour grade traffic tape unless otherwise approved by the Engineer.

In order to facilitate the flow of traffic during the Contract duration, the Agency reserves the right to extend the limits of the Project to include any areas where removal of striping or marking, construction of detour pavement, or signing and delineating is deemed necessary by the Engineer. 601-2.2 Payment (Page 555 of the SSPWC)
Payment for preparation of the traffic control plan will be made at the Stipulated Unit Price in the Bid item prices for “PHASE I TRAFFIC CONTROL” and “PHASE II TRAFFIC CONTROL”.
601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES
601-3.1 General (Page 555 of the SSPWC)
Add the following:

The Contractor shall provide, install, and maintain all the traffic control devices including signing, striping, marking, barricades, delineators, flashing arrow signs, and other devices deemed necessary for the protection of the vehicular and pedestrian traffic throughout the Project area as required by these Specifications and as directed by the Engineer. The Project area shall include the construction area and areas required for the advance signing and transitions to and from the existing traffic control and the construction traffic control.

Traffic control devices shall conform to latest approved version of the California MUTCD, https://dot.ca.gov/programs/safety-programs/sign-specs, and the Standard Plans.

When no longer required, all temporary traffic control devices installed and/or covered by the Contractor shall be promptly removed and/or restored by the Contractor.

Any action on the part of the Engineer in directing the Contractor's attention to any inadequacy of the required devices and services or any action of the Agency to alleviate the Contractor's inadequacies shall not relieve the Contractor from its responsibility for public safety or abrogate its obligation to provide and maintain these devices and services. If the Contractor fails to provide

and maintain these devices and services and the Agency is required to alleviate said condition, the total charges of labor, equipment and materials, including overhead and transportation, accrued by the Agency for such work will be deducted from any monies due the Contractor.

The Contractor shall be responsible for maintaining traffic control devices in their proper positions at all times. The Contractor shall replace, repair or clean such devices whenever necessary in order to ensure and preserve their appearance and functionality. The Contractor shall remove and dispose of all damaged barricades, including those furnished and placed by the Agency. 601-3.5 Signs and Signage
601-3.5.1 General (Page 556 of the SSPWC)
Add the following:

The Contractor will furnish any necessary "No Parking" signs (signs) at no cost to the City. Signs shall be installed by the Contractor after approval for such by the Engineer. Signs shall be installed for each construction activity or operation, unless such activities or operations will occur within 2 Working Days of each other. Signs shall be posted a minimum of 48 hours in advance of the start of each “No Parking” restriction.
601-3.5.2 Payment (Page 556 of the SSPWC)
Replace the entire sentence with the following:

No separate or additional payment will be made for signs and signage. Payment shall be considered as included in the lump sum Bid item prices for “PHASE I TRAFFIC CONTROL” and “PHASE II TRAFFIC CONTROL”.
601-3.7 Traffic Sign Enhancement Devices (Page 557 of the SSPWC) Add the following subsection:
601-3.7.5 Portable Changeable Message Signs (PCMS) (Page 558 of the SSPWC) Replace the first paragraph with the following:

PCMS shall be furnished, placed, operated, and maintained at the locations shown on the TCP or as directed by the Engineer.
601-3.7.6 Flashing Arrow Signs (Page 558 of the SSPWC)
Add the following:

Flashing arrow signs (flashing arrow installed, and maintained boards) shall be furnished, placed, operated, and maintained at the locations shown on the TCP or as directed by the Engineer.

601-3.7.8 Measurement (Page 558 of the SSPWC)
Replace the second paragraph with the following:

Portable changeable message signs and flashing arrow signs will not be measured separately for payment.
601-3.7.9 Payment (Page 558 of the SSPWC)
Replace the second paragraph with the following:

No separate or additional payment will be made for portable changeable message signs and flashing arrow signs. Payment shall be considered as included in the lump sum Bid item prices for “PHASE I TRAFFIC CONTROL” and “PHASE II TRAFFIC CONTROL”. 601-5 TRAFFIC LANE WIDTHS, CLEARANCES, AND OTHER REQUIREMENTS 601-5.1 General (Page 559 of the SSPWC)
Add the following:

Traffic lane requirements shall be as shown on the TCP and as follows:

For installation of traffic control devices during daylight and nighttime work hours, the Contractor shall conform to the latest approved version of the California MUTCD.

Access to existing residences shall be provided at all times. The contractor shall coordinate with property owners for limited driveway access.

Roadway may be reduced by one lane in each direction during daylight working hours.

Adjacent streets shall not be closed concurrently.

The Contractor shall provide and maintain 11-foot-wide minimum traffic lanes unless otherwise detailed in the TCP.

Temporary raised reflective markers shall be installed and maintained when existing striped roadways have been removed and left without striping overnight.

Steel traffic plates may be used during non-working hours. Warning signs W8-24 “STEEL PLATE AHEAD” signs shall be placed on all approaches to steel plates.

Lips greater than one inch created during construction which is to remain overnight shall be ramped with temporary asphalt concrete at a slope not to exceed 1:1.

The roadway shall be cold milled and/or paved to full width at the end of each day.

The Contractor shall provide flaggers as necessary, during performance of Work, to give adequate warning to road users of any changed field conditions to be encountered.

Add the following section:
601-7 STREET CLOSURES AND DETOURS
The Contractor shall comply with all applicable State, County and City requirements for the closure of streets. The Contractor shall provide flag persons and watch persons as required to control traffic and advise the public of detours and construction hazards. The Contractor shall also be responsible for compliance with additional public safety requirements which may arise during construction.

At least 48 hours in advance of closing, or partially closing, or reopening, any street, alley, or other public thoroughfare, the Contractor shall notify the Police, Fire, traffic and engineering departments of jurisdictional agencies involved, and comply with their requirements. Proposed deviations from this procedure must first be approved in writing by the Engineer.

The Contractor shall submit in accordance with 3-8 its proposed schedules for street and lane closures, and its proposed methods for traffic control to comply with the requirements specified in 601-3.1 and 601-3.2. This submittal shall be made sufficiently in advance of any rerouting or diversion of traffic by the Contractor to allow for review and approval of the proposed traffic control by the Agency. Street closure schedules must be submitted 20 Days prior to closing any street.

Where streets in which storm drain, waterline, or sewer line conduit is being constructed are to be closed to through traffic, it shall be understood that such closures shall apply only to the portions of such streets where construction is actually in progress. Unless otherwise specified, the Contractor shall provide access for local vehicular and pedestrian traffic on streets closed to through traffic.

Any street or alley, which intersects the street in which mainline conduit construction work is being done and for which traffic requirements are not otherwise specified, may be closed at its intersection with the Work provided that two adjacent streets are not closed simultaneously.

However, where the street in which mainline conduit construction work is being done is the only access to a cul de sac or dead-end street or alley, vehicular access thereto shall be maintained at all times.

Where access to the Work sites involves passage through locked gates, the Contractor shall furnish its own locks in order to provide passage through the gates while maintaining security.

Add the following section:
601-8 PAYMENT
Payment for the following items shall be considered as included in the lump sum Bid item prices for “PHASE I TRAFFIC CONTROL” and “PHASE II TRAFFIC CONTROL”. a) Furnishing, installing, maintaining, and removing traffic control devices not specified as individual Bid items.
b) Furnishing, installing, maintaining, and removing temporary raised reflective markers. c) Removal and disposal of damaged barricades, including those furnished by the Agency, and
d) All other work required by Subsections 600 and 601, and the Traffic Control Plans not included as a separate Bid item.

PART 7 – STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS
SECTION 700 - MATERIALS
700-2 NOT USED. (Page 561 of the SSPWC)
Replace the entire subsection with the following:
700-2 REFERENCE SPECIFICATIONS. In addition to the requirements shown on the Plans, in the Standard Specifications, and in the Special Provisions, components shall conform, where applicable, to the following:
a) “Los Angeles County Department of Public Works Traffic Signal Control Equipment Specifications,” February, 2015, hereinafter referred to as the “TS Equipment Specifications.” The TS Equipment Specifications are posted at:
https://ftp.pw.lacounty.gov:8443/pub/OSD/LACO%20TSCES/LACO%20TSCES%202015%202 -10%20final.pdf
Wherever reference is made to regulations or codes, the reference shall be construed to mean the regulation or code that is in effect on the date of issuance of the Notice Inviting Bids for the Contract.
700-3 COMMON COMPONENTS.
700-3.3 Standards. (Page 561 of the SSPWC)

Replace the entire subsection with the following:

Standards shall conform to the Caltrans Standard Plans (2024 edition) and Caltrans Standard Specifications (2024 edition).
700-3.4 Mast Arms. (Page 564 of the SSPWC)
Replace the entire subsection with the following:

Mast arms shall conform to the Caltrans Standard Plans (2024 edition) and Caltrans Standard Specifications (2024 edition).
700-3.6 Pull Tape or Rope. (Page 564 of the SSPWC)
Replace the entire subsection with the following:

Pull tape shall be used to install wires or cables. Pull tape shall consist of a flat, woven, lubricated, soft-fiber polyester tape with a minimum tensile strength of 1,800 pounds (8,000 N) and shall have a painted sequential measurement marking at least every 3 feet (1 m).

Pull rope shall not be used unless otherwise approved by the Engineer. 700-3.7 Pull Boxes. (Page 565 of the SSPWC)
Replace the first paragraph with the following:

Pull boxes, covers and extensions shall be polymer concrete and shall conform to the details shown on Table 700-3.7 below and Figure No. 5, and Figure No. 6 included in Appendix C.

Pull boxes and covers shall be manufactured using polymer concrete material. Polymer concrete material shall consist of calcareous and siliceous stone, glass fiber, and thermo set polyester resin. The polymer concrete material shall conform to the requirements of Table 700-

3.7. The lockdown retrofit bracket should be manufactured using 3/16” gage galvanized steel.

Polymer concrete boxes shall be manufactured of polymer concrete material using male and female molds and reinforced using fiberglass mats. Polymer concrete covers shall be manufactured of polymer concrete material using matched die molds to produce a uniformly controlled dimensioned product. Covers shall consist of polymer concrete mixed with fiberglass strands for impact resistance and heat distortion. overs shall be designed to be bolted down to boxes or hot dipped galvanized steel brackets to retrofit existing concrete pull boxes.

Polymer concrete boxes shall withstand a vertical test load of 20,800 lb. (H 20-wheel load of 16,000 lb. plus 30% impact factor) load of over a 10”X20”X1/2” rubber plate backed with a 10”X20”X1” thick steel plate centered on the cover area. The test loading shall not cause any failure to the box. The box can be used with a pedestrian rated cover for 20,800 pounds load rated cover. Boxes and covers shall be “Federal standard color ID# 16640 concrete gray in color.

Polymer concrete material shall be tested by an independent testing laboratory for chemical resistance and mechanical properties listed below and pass the acceptance criteria as detailed in Table 700-3.7.

TABLE 700-3.7

TEST TEST METHOD VALUE

DESCRIPTION (TYPICAL)
Accelerated Service
Test
ASTM D756,
Procedure "E" Pass
Chemical Resistance ASTM D543 No discoloration or
Strength Loss
Flame ASTM D635-91 Self- Extinguisher
Flexural Strength
Ultimate ASTM D790 19,000 Min. (Lbs per sq in)
Vicant Softening
temperature ASTM D 1525 No deformation
Initial Slip
Resistance ASTM C1028-07 0.60 Minimum
Impact Resistance ASTM D2444 72 Ft-Lbs minimum
Simulated Sun Light
Exposure ASTM G154 Pass
Surface
Flammability ASTM E162 Less Than 25
Tensile Strength
Ultimate ASTM D638-03 3,000 Min. (Lbs per sq in)
Unit Weight N/A 114-120 lbs/cu.ft
Water Absorption ASTM D570 Less Than 0.2%
700-3.10 Services. (Page 566 of the SSPWC)
Replace the third paragraph of the subsection with the following:

Service equipment enclosures shall be anodized aluminum with a minimum 0.125 inch wall thickness.
700-4 STREET LIGHTING SYSTEM MATERIALS.

700-4.3 Splicing Units and Terminal Blocks. (Page 569 of the SSPWC) 700-4.3.3 Terminal Blocks.

Add the following:

Each separate lead, white (common), and colored wire shall be connected to each lamp receptacle terminal. Lead wires shall be 39-inch 14 AWG connecting to the terminal block specified herein.

Add the following subsection:
700-4.9 Light Emitting Diode (LED) Luminaires. New luminaires to be installed shall be the LED-type. LED luminaires shall be GE Lighting ERL1-0-09-C5-30-AGRAY-G-L as shown on the Project Plans. 700-5 TRAFFIC SIGNAL MATERIALS.
700-5.2 Pedestals. (Page 577 of the SSPWC)
Replace the entire subsection with the following:

Pedestals shall conform to the requirements in the TS Equipment Specifications. 700-5.3 Conductors and Cable. (Page 577 of the SSPWC)
Replace the entire subsection with the following:

Conductors and cable shall conform to the specifications of Section 86-1.02F, “Conductors and Cables,” of the Caltrans Standard Specifications (2024 edition). 700-5.4 Controllers. (Page 582 of the SSPWC)
Replace the entire subsection with the following:

Controllers, controller cabinets, and auxiliary equipment shall conform to the requirements in the TS Equipment Specifications.
700-5.5 Traffic Signal Faces and Fittings. (Page 589 of the SSPWC) 700-5.5.4 Metal Signal Sections. (Page 590 of the SSPWC) Replace the first sentence with the following:

Each metal signal section shall be provided with a metal visor and backplate and shall conform to the TS Equipment Specifications unless otherwise shown on the Plans.

700-5.5.5 Plastic Signal Sections. (Page 590 of the SSPWC) Add the following as the first sentence of the first paragraph:

Plastic signal sections shall only be used if shown on the Plans.

Replace the second paragraph with the following:

Each plastic signal face shall be equipped with a plastic or metal visor unless otherwise shown on the Plans. Visors shall conform to 700-5.5.8. Plastic signal sections shall also be equipped with plastic backplates conforming to 700-5.5.10.2. 700-5.5.8 Visors. (Page 591 of the SSPWC)
Replace the last sentence of the first paragraph with the following:

Unless otherwise shown on the Plans, visors shall be the tunnel-type and shall conform to the Institute of Transportation Engineers (ITE) "Equipment and Material Standards", www.ite.org/standards/led/signals.asp.
700-5.5.10 Backplates. (Page 592 of the SSPWC)
700-5.5.10.3 Metal Backplates. (Page 593 of the SSPWC)
Replace the entire subsection with the following:

Backplates shall be constructed of 3001-14, half-hard, 1/16-inch minimum thickness aluminum sheet of the dimensions shown on Caltrans Standard Plan ES-4C (2018 edition). In fabricating backplates, the inside vertical edges, adjacent to the signal head shall be bent back to form mounting brackets for attaching to the signal head. Backplates shall be formed in 2 sections and bolted together with aluminum bolts, thus permitting installation after signal heads are in place. Aluminum bolts shall be peened after assembly to prevent loosening. 700-5.5.11 Circular Light Emitting Diode (LED) Signal Modules. (Page 593 of the SSPWC)
Replace the entire subsection with the following:
700-5.5.11.1 General. Circular light emitting diode (LED) signal modules shall conform to the requirements in the TS Equipment Specifications. 700-5.5.11.8 Certificate of Compliance. The Contractor shall submit a Certificate of Compliance and reports from ETL/Intertek that certify the LED signal modules conform to the TS Equipment Specifications with each shipment. The Contractor must also submit a data sheet

showing the exact catalog number of the items submitted and the independent lab report must show full qualification of this catalog number.

Add the following subsection:
700-5.5.11.9 Warranty. The Contractor shall provide a written warranty from the manufacturer which provides for replacement of modules that fail to function as intended due to defects in workmanship or materials, i.e. modules which exhibit luminous intensities less than the minimum specified in the TS Equipment Specifications, within 60 months of the date of installation. Replacement modules shall be provided within 5 Days after receipt of failed modules at no cost to the Agency.
700-5.6 Pedestrian Signal Sections. (Page 586 of the SSPWC) 700-5.6.2 Components.
700-5.6.2.4 Front Screens.

Replace the first sentence of the first paragraph with the following:

Front screens shall be provided on each signal face and shall be the Z-crate type conforming to Section 86-4.03B, “Front Screen,” of the Caltrans Standard Specifications (2018 edition).

Add the following subsection:
700-5.6.7 LED Pedestrian “Countdown” Signal Module (PCSM). 700-5.6.7.1 General. LED Pedestrian “Countdown” Signal Module (PCSM) shall conform to the requirements in the TS Equipment Specifications. 700-5.6.7.2 Certificate of Compliance. The Contractor shall submit a Certificate of Compliance and reports from ETL/Intertek that certify the LED signal modules conform to the TS Equipment Specifications with each shipment. The Contractor shall also submit a data sheet showing the exact catalog number of the items submitted and the independent lab report must show full qualification of this catalog number.
700-5.6.7.3 Warranty. The Contractor shall provide a written warranty from the manufacturer which provides replacement of modules that fail to function as intended due to defects in workmanship or materials; i.e. modules which exhibit luminous intensities less than the minimum specified in the referenced ITE specifications within 60 months of the date of installation. Replacement modules shall be provided within 5 Days after receipt of failed modules at no cost to the Agency.
700-5.7 Signal Mounting Assemblies. (Page 598 of the SSPWC)

Replace the first two sentences of the first paragraph with the following:

Signal mounting assemblies shall consist of 1-1/2-inch standard steel pipes with bronze fittings. Each complete signal head of 3 sections or less shall be furnished with an 8-terminal, 4- position terminal block, mounted in the lower section. Signal heads of 4 or 5 sections shall be provided with a 12-terminal, 6-position terminal block mounted in the lower section. Stud-type terminal blocks shall have not less than 1/4-inch clearance from each edge to any portion of the stud.

Replace the second paragraph with the following:

Fittings, slip-fitters and rain-tight terminal compartments shall be cast bronze. Signal head mountings for side installations shall include the steel pipe assembly and terminal compartment. Other than as specified above, the terminal compartment shall be designed to bolt securely to the Standard. Each compartment shall be fitted with a terminal block containing 10 terminals of the stud-type, each plated brass terminal to be provided with 2 plated brass nuts and washers. Each terminal shall accommodate at least 5 No. 14 AWG conductors. A rain-tight cover shall be provided giving ready access to the terminal block. The terminal compartment shall be mounted on the Standard on the side away from traffic and parallel with the prolongation of the nearest curb face. For post-top mounting of two-way signal heads, the terminal compartment shall be cast with an integral slip-fitter. For post-top mounting of one-way signal heads, an offset slip-fitter without a terminal compartment shall be used. Slip-fitters shall fit over a 4-1/2-inch diameter tenon. Each slip-fitter shall be provided with 2 rows of set screws, 3 screws in each row, to secure assembly in plumb position. Set screws shall be 3/8 inch, 16 NC x 3/4-inch square head, cup point, cadmium plated. Signal heads shall have either integrally cast serrations or shall be equipped with positive lock rings and fittings designed to prevent heads from turning due to external forces. Connecting fittings shall have serrated contacts as shown on Caltrans Standard Plan ES-4D, “Electrical Systems (Signal Mounting),” (2024 edition). 700-5.9 Pedestrian Push Button Assemblies. (Page 601 of the SSPWC) Replace the entire subsection with the following:

Pedestrian push button assemblies shall conform to Section 86-1.02U, “Pedestrian Pushbutton Assemblies,” of the Caltrans Standard Specifications (2024 edition).

Plastic housings shall not be used.

All pedestrian push buttons shall be Accessible Pedestrian Signals (APS).

Accessible Pedestrian Signals (APS) shall conform to the provisions in Section 86-1.02T and 87-

1.03T “Accessible Pedestrian Signals” of the Standard Specifications and these Special Provisions. The APS shall be two-wire Polara Navigator Accessible Pedestrian System (APS) or approved equal. All PPBs shall be Yellow in color and standard sign Option B shall be used. All APS shall include the custom message that includes Street Name for crossing each roadway

New pedestrian push buttons shall be installed where the existing push button is located and as noted in the intersection plans. Fasteners used shall be stainless steel tamper proof screws.

Pedestrian calls to the controller shall be independent, by phase, and not as concurrent thru-phase pairs. Pedestrian signal ground wires shall not have splices between the poles and the controller cabinet unless approved by the City Project Engineer or his representative in the field. All pedestrian signal ground wires shall be joined and grounded within the controller cabinet.

Contractor shall include and arrange to have a knowledgeable representative directly employed by the manufacturer of the APS, present at the signal turn-on to provide assistance for proper installation and PPBS functioning.

Add the following subsections:
700-5.10 Video Detection Systems (VDS).
700-5.10.1 General. This specification sets forth the minimum requirements for a system that detects vehicles on a roadway using a single camera or multi-sensor detection system. The multi-sensor system shall utilize two different sensors of different technologies, video imaging and radar, to detect and track licensed and unlicensed vehicles at distances over 600 feet (180 meters). The sensor system shall fuse vehicle information from the two sensors to provide highly accurate and precise detection for simultaneous stop bar presence detection, advanced detection, and special or advanced applications. Additionally, the system shall output data related to the system operation and its detection information. Additional specifications for Vantage Apex Rack Mount CI included within Appendix C.
700-5.10.1.1 System Hardware. The multi-sensor detection system (MSDS) shall consist of up to four hybrid video camera/radar sensors or camera only sensors in any combination, a Cabinet Interface (CI) capable of processing from one to four sensors, one Power Injector (PI), input/output extension modules, surge suppressors, HDMI monitor and a pointing device, or any combination thereof. Additionally, a rack mounted unit for 33X style cabinets shall also be available incorporating both the above referenced Power Injector and Cabinet Interface capabilities into a single 19” EIA rack mounted unit.

The MSDS will be deployed at locations where site conditions and roadway geometry vary. The MSDS system may also be deployed at locations where existing cabinets or equipment exist. Existing site configurations will dictate the availability of cabinet space and MSDS usage.
700-5.10.1.2 System Software. The system shall include software that discriminately detects the presence of individual vehicles and bicycles in a single or multiple lanes using only the video image. Detection zones shall be defined using only an embedded software application.

A monitor, a keyboard and a pointing device are used to place the zones on a video image. A minimum of 32 video detection zones and 16 radar detection zones plus 5 trip lines per sensor shall be available.

Additionally, the system shall include Artificial Intelligence (AI) algorithms which will detect, track and classify objects into a plurality of classes including, cars, buses, trucks, trailers, work vans, motorcycles, cyclists, pedestrians, emergency vehicles, scooters and mobility devices. There shall be no requirement to set any configuration for the AI algorithms. The AI algorithms will detect, track and classify object anywhere in the Field Of View (FOV) irrelative of direction or location within the intersection. The system will store data on the volume of each class in the Bin Data structure for future retrieval. The system will utilize advanced Artificial Intelligence (AI) algorithms to perform this and other functions.

A separate computer shall not be required to program the detection zones. In addition to creating vehicle and bicycle zones, the system shall automatically define a pedestrian crossing area in front of the stop bar zones. The system shall provide a tracking mechanism that counts pedestrian volume moving within this crossing area, and also determine the average, maximum, and minimum speed of pedestrians moving within this crossing zone for each direction of movement. The system shall also provide discrete outputs when pedestrians are in the crosswalk during normal crossing phases (one for each direction of travel) and when a red phase input has been detected. The system shall also provide a visual indication on the video image that a pedestrian is in the crosswalk.

All the functions described in this section and detailed elsewhere below will be performed in real time at the installation location of the MSDS. 700-5.10.1.3 The MSDS shall be made in the U.S.A. in compliance with FTA “Buy America” regulations.
700-5.10.2 MSDS Hardware Power Injector. The MSDS Power Injector (PI) shall be supplied by the MSDS manufacturer. All connections to the PI shall be on the front panel. 700-5.10.2.1 PI Power. The PI shall be powered from an 110V, 60 Hz supply. PI power consumption shall not exceed 10 Watts. The PI shall be approximately grounded to the cabinet ground rod using 14 AWG (2.5mm2) minimum. PI to ground rod resistance may not exceed 20ohms.
700-5.10.2.2 Power Surge Suppression. The PI shall incorporate power surge suppression both on the input power and on the power supplied to the sensors. The PI shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2) minimum. 700-5.10.2.3 Power Management. The PI shall incorporate power management for the various parts of the MSDS such that if fault conditions are detected the power supply will safely shut down the power to that peripheral.
700-5.10.2.4 Power Isolation. The PI shall incorporate isolation switches for each sensor connection such that power to individual sensors may be manually disabled. The isolation switch shall incorporate an indicator to identify is power is active to the sensor.

700-5.10.2.5 Sensor Input. Each sensor shall be connected to PI via a two part terminal block. The sensor connector shall require no specialized tools to make the connect. 700-5.10.2.6 Sensor Cabinet Interface Connection. Connection from the PI to the CI for sensor inputs shall be via four RJ-45 sockets. The connection shall be made with standard Ethernet patch cables.
700-5.10.2.7 EM BUS Cabinet Interface Connection. Connection from the PI to the CI for EM Bus shall be via one RJ-45 socket. The connection shall be made with standard Ethernet patch cables. The PI shall provide an additional output connection via a RJ-45 connection for expansion of the EM Bus. The EM Bus connection will utilize a 7-segment display to show enumeration of the EM Bus. The RJ-45 sockets will utilize two LEDs to indicate various operations of the EM Bus.
700-5.10.2.8 Indicators. (1) The PI shall provide a LED indicator to show power is present. (2) The PI shall provide a LED indicator to show the status of the surge protection. 700-5.10.2.9 Operating Temperature. The MSDS shall operate satisfactorily in a temperature range from -30° F to +165° F (-34° C to +74° C) and a humidity range from 0%RH to 95%RH, non-condensing as set forth in NEMA specifications. 700-5.10.3 MSDS Cabinet Interface. The MSDS Cabinet Interface (CI) shall be supplied by the MSDS manufacturer.
700-5.10.3.1 Hardware. The CI shall be supplied in following form factor. Shelf-Mount format; TS2 version. The CI shall be able to stand up on available shelf-space within the cabinet. All connections shall be made from the front of the CI. 700-5.10.3.2 CI Power. The CI shall be powered from an 110V, 60Hz supply. CI power consumption shall not exceed 60 Watts. The CI shall be appropriately grounded to the cabinet ground rod using 14 AWG (2.5mm2) minimum. CI to ground rod resistance may not exceed 20ohms.
700-5.10.3.3 Operating Temperature. The MSDS shall operate satisfactorily in a temperature range from -30° F to +165° F (-34° C to +74° C) and a humidity range from 0%RH to 95%RH, non-condensing as set forth in NEMA specifications. 700-5.10.3.4 On-Board Memory. The CI shall utilize non-volatile memory technology to store on-board firmware and operational data so that no data is lost during power interruptions. 700-5.10.3.5 Interfaces.
700-5.10.3.5.1 Extension Modules. Extension modules (EM) shall be available to eliminate the need of rewiring the detector rack, by enabling the user to plug an extension

module into the appropriate slot in the detector rack to provide additional open collector outputs.

The EM shall be available in both 2- and 4-channel configurations. EM configurations shall be programmable from the CI. A separate I/O module shall also be available having 32 outputs through a 37-pin “D” connector on the front panel and 8 inputs through a 15-pin “D” connector using an external wire harness for expanded flexibility. 700-5.10.3.5.2 EM Power. The EM shall be powered by 12 or 24 volts DC. EM modules shall automatically compensate for either 12 or 24 VDC operation. The EM power consumption shall not exceed 3 watts.
700-5.10.3.5.3 The CI shall provide four ports for connection to the Power Injector. The sensors may be any combination of MSDS Sensor or VDS Camera Sensor. The connector shall be an RJ-45 type.
700-5.10.3.5.4 The CI shall provide 2 USB ‘A’ ports and 2 USB ‘C’ ports on the front panel. These ports can be utilized for various functions. For example, keyboard and mouse functions during system configuration, USB storage devices can be utilized for bin data and video collection. The USB ports shall not require special mouse software drivers. The USB ports shall be used as part of system setup and configuration. 700-5.10.3.5.5 The CI shall provide an output to a monitor. The port shall be HDMI. The native resolution of the monitor port shall be 1920 x 1080 (Full HD). 700-5.10.3.5.6 Communications. An Ethernet communications port shall be provided on the front panel. The Ethernet port shall be complaint with IEEE 802.3 and shall use RJ-45 type connector mounted on the front panel of the CI. The Ethernet communications interface shall allow the user to remotely configure the system and/or to extract calculated vehicle/roadway information. The interface protocol shall be documented or interface software shall be provided.

Each MSDS shall have the capability to be IP addressable. The CI shall support data rates of up to 100Mbps.
700-5.10.3.5.7 The CI shall provide an SDLC connection to the Traffic Controller. The connector shall be a ‘D-15’ type, in compliance with NEMA TS-2 specifications. 700-5.10.3.5.8 The CI shall provide an indicator when the SDLC port is active. 700-5.10.3.5.9 The CI shall provide an indicator when the unit has power. 700-5.10.3.5.10 The CI shall provide an indicator when the unit is on line. 700-5.10.3.5.11 The CI shall provide a Wi-Fi connection. The connection shall be over a standard 2.4GHz connection. The Wi-Fi connection shall be enabled and disabled by a switch on the CI. The CI shall provide an indicator when the Wi-Fi connection is active. 700-5.10.3.5.12 The CI shall provide a connection for a removable antenna. The antenna connection shall be a SMA Male type.

700-5.10.3.5.13 The CI shall provide system status via an on-board Organic Light Emitting Diode display. The display shall indicate various system parameters, such as sensor health, firmware version. The display will be enabled with a switch on the CI. The display will automatically disable 15 minutes after the button is pressed. 700-5.10.3.6 Firmware Upgrade. The CI shall enable the loading of modified or enhanced software through either the Ethernet or front-panel USB port (using a USB thumb drive) and without removing or modifying the CI hardware. The upgrade will affect all components of the system.
700-5.10.4 MSDS Multi-Sensor. The MSDS sensor shall be supplied by the MSDS manufacturer and consist of two components; a camera sensor and a radar sensor mounted in a single housing
700-5.10.4.1 The MSDS sensor shall utilize a single minimum 16AWG 110VAC rated cable for power, communications and video. Cable termination at the camera shall not require crimping or special tools. The cable termination shall only require a standard wire stripper and a screw driver. No connectors (e.g. BNC) shall be allowed. 700-5.10.4.2 Camera Sensor
700-5.10.4.2.1 The camera sensor shall allow the user to set the focus and field of view of the camera imager via the MSDS software. Sensor control from the controller cabinet shall communicate over a 16 AWG 3-core cable. No additional wires shall be required. 700-5.10.4.2.2 The camera imager shall produce a useable video image of the features of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from nighttime to daytime, but not less than the range 0.5 lux to 10,000 lux. 700-5.10.4.2.3 The camera imager electronics shall include automatic gain control (AGC) to produce a satisfactory image at night for the MSDS algorithms. 700-5.10.4.2.4 The camera imager luminance signal to noise ratio (S/N) shall be more than 50 dB with the automatic gain control (AGC) disabled. 700-5.10.4.2.5 The camera imager shall employ three dimensional dynamic noise reduction (3D-DNR) to remove unwanted image noise.
700-5.10.4.2.6 The camera imager shall employ wide dynamic range (WDR) technology to compensate for wide dynamic outdoor lighting conditions. The dynamic range shall be greater than 100 dB.
700-5.10.4.3 The camera imager shall be digital signal processor (DSP) based and shall use a CCD or CMOS sensing element and shall output color video with resolution of 1080P.

The color CCD or CMOS imager shall have a minimum effective area of 1920(h) x 1080(v) pixels.
700-5.10.4.3.1 The camera imager shall include an electronic shutter control based upon average scene luminance and shall be equipped with an auto-iris lens that operates in tandem with the electronic shutter. The electronic shutter shall operate between the range of 1/60th to 1/90,000th second.
700-5.10.4.3.2 The camera imager shall utilize automatic white balance. 700-5.10.4.3.3 The camera imager shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier.
700-5.10.4.3.4 The horizontal field of view shall be adjustable from 4.5 to 48 degrees.

The sensor camera lens shall be a 12x zoom lens with a focal length of 3.5mm to 35mm. The sensor lens should yield a rectilinear image.
700-5.10.4.3.5 The sensor camera lens shall also have an auto-focus feature with a manual override to facilitate ease of setup.
700-5.10.4.3.6 The sensor shall incorporate the use of preset positioning that store zoom and focus positioning information. The sensor shall have the capability to recall the previously stored preset upon application of power.
700-5.10.4.3.7 The camera imager shall be housed in a weather-tight sealed enclosure.

The housing shall allow the sensor camera to be rotated to allow proper alignment between the sensor camera and the traveled road surface.
700-5.10.4.3.8 The sensor camera enclosure shall be equipped with a sunshield. The sunshield shall include a provision for water diversion to prevent water from flowing in the camera sensor's field of view. The camera sensor enclosure with sunshield shall be less than 3.5" (89mm) diameter, less than 5.25" (133mm) long, and shall weigh less than 2.5 pounds (1.14kg) when the camera and lens are mounted inside the enclosure. 700-5.10.4.3.9 The enclosure shall be designed so that the pan, tilt and rotation of the camera sensor assembly can be accomplished independently without affecting the other settings. 700-5.10.4.3.10 Camera Lens. The camera sensor enclosure shall include a proportionally controlled Indium Tin Oxide (ITO) lens coating for the heating element of the front glass that maximizes heat transfer to the lens. The output power of the heater shall vary with temperature, to assure proper operation of the lens functions at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. The transparent coating shall not impact the visual acuity and shall be optically clear. The glass face on the front of the camera sensor enclosure shall have an anti-reflective coating to minimize light and image reflections.

700-5.10.4.3.11 When mounted outdoors in the enclosure, the camera sensor shall operate satisfactorily in a temperature range from -30° F to +140° F (-34 °C to +60 °C) and a humidity range from 0% RH to 100% RH. Measurement of satisfactory video shall be based upon DP system operation.
700-5.10.4.4 Radar Sensor
700-5.10.4.4.1The radar sensor shall operate in the 24 GHz frequency band and shall operate without interference with other radar sensors connected to the MSDS. 700-5.10.4.4.2 The radar detection range shall be over 600 feet (180 meters) minimum, +/- 5%.
700-5.10.4.4.3 The radar sensor shall be able to track up to 64 independent objects simultaneously.
700-5.10.4.4.4 The radar sensor shall detect objects by utilization of four dimensions.

Those dimensions shall be:
• Speed (Velocity)
• Distance (Range)
• Angle (Azimuth)
• Height (Elevation)
700-5.10.4.4.5 Object speed detection shall be within a range of 0 to 150 miles per hour +/- 1.0 miles per hour (240 km per hour ± 1.5 km per hour). 700-5.10.4.4.6 The radar sensor shall be able to detect vehicles in 1 to 6 traffic lanes. 700-5.10.4.4.7 The radar sensor shall be housed in a weather-tight sealed enclosure conforming to IP-67 specifications. The housing shall allow the radar to be adjusted to allow proper alignment between the sensor and the traveled road surface. 700-5.10.4.4.8 When mounted outdoors in the enclosure, the radar shall operate in a temperature range from -30 oF to +165 oF (-34 °C to +74 °C) and a humidity range from 0% RH to 100% RH.
700-5.10.4.4.9 The radar sensor shall communicate with the sensor data combiner. 700-5.10.4.4.10 The radar sensor shall acquire its power from the sensor data combiner. 700-5.10.4.5 Both camera imager and radar sensors shall be housed in an overall, single enclosure assembly.
700-5.10.4.6 The overall size of the multi-sensor enclosure shall not exceed 14 inches x 15 inches x 17 inches (355mm x 380mm x 430mm).

700-5.10.4.7 The overall weight of the multi-sensor unit shall not exceed 11 pounds (5kg).
700-5.10.4.8 The effective projected area (EPA) shall not exceed 2.0 square feet (0.6 square meters).
700-5.10.4.9 The maximum power consumption for the multi-sensor assembly shall be less than 20 watts typical, 25 watts peak.
700-5.10.4.10 Recommended sensor placement height shall be 33 feet (or 10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the MSDS sensor should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet (107 meters) for reliable detection (height to distance ratio of 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier. 700-5.10.4.11 The video signal shall be fully isolated from the sensor enclosure. 700-5.10.4.12 Sensor Data Combiner
700-5.10.4.12.1 A sensor data combiner that combines sensor information from both video and radar sensors shall be employed.
700-5.10.4.12.2 The sensor data combiner shall supply primary power to each sensor unit.
700-5.10.4.12.3 The sensor data combiner shall facilitate digital communications between the sensor data combiner and each of the sensor units. 700-5.10.4.12.4 The sensor data combiner shall get its primary power from AC power sourced from the PI using outdoor rated, 16AWG 110VAC cable. 700-5.10.4.12.5 The sensor data combiner shall communicate with the CI using a single outdoor rated, 16AWG 110VAC cable. Both video imaging and radar data shall use the single cable.
700-5.10.4.12.6 The sensor data signal shall be fully isolated from the mechanical enclosure
700-5.10.4.12.7 Cable terminations at the sensor data combiner shall not require crimping tools.
700-5.10.4.12.8 The sensor data combiner shall be housed in a weather-tight sealed enclosure conforming to IP-67 specifications.

700-5.10.4.13 A weather-proof protective cover shall be provided shall be provided to protect all terminations at the sensor.
700-5.10.4.14 The sensor assembly shall include a temperature sensor. The sensor will be polled by the MSDS every minute and will supply the current air temperature. The MSDS software will display this information on the On-Screen Display for each sensor. 700-5.10.5 VDS Camera Sensor. The VDS camera sensor shall be supplied by the VDS manufacturer.
700-5.10.5.1 The MSDS sensor shall utilize a single minimum 16AWG 110VAC rated cable for power, communications and video. Cable termination at the camera shall not require crimping or special tools. The cable termination shall only require a standard wire stripper and a screw driver. No connectors (e.g. BNC) shall be allowed. 700-5.10.5.2 The camera sensor shall allow the user to set the focus and field of view via the VDS software. Camera sensor control from the controller cabinet shall communicate over a single 16AWG 3 core cable. No additional wires shall be required. 700-5.10.5.3 The camera shall produce a useable video image of the features of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from nighttime to daytime, but not less than the range 0.5 lux to 10,000 lux. 700-5.10.5.4 The camera electronics shall include automatic gain control (AGC) to produce a satisfactory image at night for the VDS algorithms. 700-5.10.5.5 The imager luminance signal to noise ratio (S/N) shall be more than 50 dB with the automatic gain control (AGC) disabled.
700-5.10.5.6 The imager shall employ three dimensional dynamic noise reduction (3DDNR) to remove unwanted image noise. 700-5.10.5.7 The camera imager shall employ wide dynamic range (WDR) technology to compensate for wide dynamic outdoor lighting conditions. The dynamic range shall be greater than 100 dB.
700-5.10.5.8 The camera shall be digital signal processor (DSP) based and shall use a CCD or CMOS sensing element and shall output color video with resolution of not less than 540 TV lines. The color CCD or CMOS imager shall have a minimum effective area of 1920(h) x 1080(v) pixels.
700-5.10.5.9 The camera shall include an electronic shutter control based upon average scene luminance and shall be equipped with an auto-iris lens that operates in tandem with the

electronic shutter. The electronic shutter shall operate between the range of 1/60th to 1/90,000th second.
700-5.10.5.10 The camera shall utilize automatic white balance. 700-5.10.5.11 The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier.
700-5.10.5.11.1 The horizontal field of view shall be adjustable from 4.5 to 48 degrees.

This camera configuration may be used for the majority of detection approaches in order to minimize the setup time and spares required by the user. The lens shall be a 12x zoom lens with a focal length of 3.5mm to 35mm. The sensor lens should yield a rectilinear image. 700-5.10.5.12 The lens shall also have an auto-focus feature with a manual override to facilitate ease of setup.
700-5.10.5.13 The camera shall incorporate the use of preset positioning that store zoom and focus positioning information. The camera shall have the capability to recall the previously stored preset upon application of power.
700-5.10.5.14 The camera shall be housed in a weather-tight sealed enclosure. The housing shall allow the camera to be rotated to allow proper alignment between the camera and the traveled road surface.
700-5.10.5.15 The camera enclosure shall be equipped with a sunshield. The sunshield shall include a provision for water diversion to prevent water from flowing in the camera's field of view. The camera enclosure with sunshield shall be less than 3.5" (89mm) diameter, less than

5.25" (133mm) long, and shall weigh less than 2.5 pounds (1.14kg) when the camera and lens are mounted inside the enclosure.
700-5.10.5.16 The enclosure shall be designed so that the pan, tilt and rotation of the camera assembly can be accomplished independently without affecting the other settings. 700-5.10.5.17 Camera Lens
700-5.10.5.17.1 The camera enclosure shall include a proportionally controlled Indium Tin Oxide (ITO) lens coating for the heating element of the front glass that maximizes heat transfer to the lens. The output power of the heater shall vary with temperature, to assure proper operation of the lens functions at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. The transparent coating shall not impact the visual acuity and shall be optically clear.
700-5.10.5.17.2 The glass face on the front of the enclosure shall have an anti-reflective coating to minimize light and image reflections.

700-5.10.5.17.3 The glass face on the front of the enclosure will include a Titanium Dioxide shelf cleaning coating
700-5.10.5.18 When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperature range from -30° F to +140° F (-34 °C to +60 °C) and a humidity range from 0% RH to 100% RH. Measurement of satisfactory video shall be based upon VDP system operation.
700-5.10.5.19 Power consumption shall be 15 watts typical and 20 watts or less under worst conditions.
700-5.10.5.20 Recommended camera placement height shall be 33 feet (or 10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the camera should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet (107 meters) for reliable detection (height to distance ratio of 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier. 700-5.10.5.21 The video signal shall be fully isolated from the camera enclosure. 700-5.10.5.22 Cable terminations at the camera for video and power shall not require crimping tools.
700-5.10.5.23 A weather-proof protective cover shall be provided shall be provided to protect all terminations at the camera. No special tooling shall be required to remove or install the protective cap.
700-5.10.5.24 The camera assembly shall include a temperature sensor. The sensor will be polled by the VDS every minute and will supply the current air temperature. The VDS software will display this information on the On-Screen Display for each camera. 700-5.10.6 MSDS Software
700-5.10.6.1 General System Functions
700-5.10.6.1.1 Detection zones shall be programmed via an embedded application displayed on a video monitor and a keyboard and a pointing device connected to the CI. The menu shall facilitate placement of detection zones and setting of zone parameters or to configure system parameters. A separate computer shall not be required for programming detection zones or to view system operation. All programming function shall occur on live video images and radar blips, no snapshots or still images are allowed.
700-5.10.6.1.2 The MSDS software shall store up to five completely independent detection zone patterns in non-volatile memory. The MSDS can switch to any one of the five different detection patterns within 1 second of user request via menu selection with the pointing

device. Each configuration shall be uniquely labeled and able to be edited by the user for identification. The currently active configuration indicator shall be displayed on the monitor. 700-5.10.6.1.3 The MSDS shall detect vehicles and bicycles in real time as they travel across each camera detection zone.
700-5.10.6.1.4 The MSDS shall detect vehicles in real time as they travel across each radar detection zone.
700-5.10.6.1.5 The CI shall automatically define a pedestrian crossing area, and track pedestrians in real-time as they travel across this pedestrian crossing area in both directions of the camera image. The CI shall count pedestrians moving left-to-right, and right-to-left. The CI shall measure the speed of pedestrians moving left-to-right, and right-to-left, and provide the minimum, maximum, and average speed of the pedestrians per the bin interval. These values shall be displayed on-screen for both directions, and an option shall be provided to the user to turn this on-screen display on or off. This data will be stored in local memory for later retrieval via a remote device. The data will be stored at the Bin Interval set in the system. 700-5.10.6.1.6 The CI shall automatically define the intersection approach and track vehicles in real-time as they travel across this area of the camera image. The CI shall classify the vehicle and count each type per the bin interval. This data will be stored in local memory for later retrieval via a remote device. The data will be stored at the Bin Interval set in the system. 700-5.10.6.1.7 The MSDS will incorporate the use of Artificial Intelligence (AI) to perform some or all of the various video detection and data collection functions. 700-5.10.6.1.8 The CI shall provide a discrete output when pedestrians are being tracked in the crosswalk. A separate output may be assigned to each direction of pedestrian travel. 700-5.10.6.1.9 The CI shall provide a discrete output when pedestrians are crossing against a red phase. The CI shall allow up to 4 phase inputs to be assigned to each crosswalk. 700-5.10.6.1.10 The MSDS shall accept new detection patterns from an external computer through the Ethernet port when the external computer uses the correct communications protocol for downloading detection patterns. A Windows™-based software designed for local or remote connection and providing video capture, real-time detection indication and detection zone modification capability shall be provided with the system. 700-5.10.6.1.11 The MSDS shall have the capability to automatically switch to any one of the stored configurations based on the time of day which shall be programmable by the user. 700-5.10.6.1.12 The MSDS shall send its detection patterns to an external computer through the Ethernet port when requested when the external computer uses the appropriate communications protocol for uploading detection patterns.

700-5.10.6.1.13 The MSDS shall default to a safe condition, such as a constant call on each active detection channel, in the event of unacceptable interference or loss of the video and/or radar signal.
700-5.10.6.1.14 The MSDS shall be capable of automatically detecting a low-visibility condition of the camera sensor such as fog and respond by placing all affected detection zones in a constant call mode. A user-selected alarm output shall be active during the low-visibility condition that can be used to modify the controller operation if connected to the appropriate controller input modifier(s). The system shall automatically revert to normal detection mode when the low-visibility condition no longer exists. An On-Screen Icon will be displayed while the system is in this mode.
700-5.10.6.1.15 Up to 32 detection zones per camera input shall be supported and each detection zone must be user-sizeable to suit the site and the desired vehicle detection region. 700-5.10.6.1.16 Up to 16 detection zones per radar input shall be supported and each detection zone must be user-sizeable to suit the site and the desired vehicle detection region. 700-5.10.6.1.17 Up to 5 trip lines per radar input shall be supported and each trip line must be user-positionable to suit the site and the desired vehicle detection application. 700-5.10.6.1.18 The system shall provide a Group output. When a user defined number of vehicles are present in the radar FOV the system shall activate an output. 700-5.10.6.1.19 The MSDS shall provide up to 32 open collector output channels per camera and 16 open collector outputs per radar input using one or more extension modules. 700-5.10.6.1.20 The MSDS shall provide discrete outputs when pedestrians are being tracked in the crosswalk. An output may be assigned to pedestrians crossing from left to right and a separate output may be assigned to pedestrians crossing from right to left. 700-5.10.6.1.21 The MSDS shall provide a discrete output when pedestrians are crossing against a red phase. The MSDS shall allow up to 4 phase inputs to be assigned to each crosswalk. 700-5.10.6.1.22 A single video detection zone shall be able to replace multiple inductive loops and the video detection zones shall be OR'ed as the default or may instead be AND'ed together to indicate vehicle presence on a single approach of traffic movement. 700-5.10.6.1.23 When a vehicle is detected within a detection zone, a visual indication of the detection shall activate on the video and radar overlay display to confirm the detection of the vehicle for the zone.
700-5.10.6.1.24 Detection shall be at least 98% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (e.g. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon site geometry, sensor placement, camera

image quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to sensor location or quality. 700-5.10.6.1.25 The MSDS shall provide dynamic zone reconfiguration (DZR). DZR sustains normal operation of existing detection zones when one zone is being added or modified during the setup process. The new zone configuration shall not go into effect until the configuration is saved by the operator.
700-5.10.6.1.26 Detection zone setup shall not require site specific information such as latitude and longitude to be entered into the system.
700-5.10.6.1.27 The RDS shall process the radar signals from each sensor at 50mS intervals. Multiple processors shall process all radar signals simultaneously. 700-5.10.6.1.28 The MSDS shall process the video input from each camera sensor at 30 frames per second. Multiple camera processors shall process all video inputs simultaneously. 700-5.10.6.1.29 The MSDS shall output a constant call during the background learning period of no longer than 3 minutes.
700-5.10.6.1.30 Detection zone outputs shall be individually configurable to allow the selection of presence, pulse, extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user definable between 0.1 to 25.0 seconds. 700-5.10.6.1.31 Up to eight detection zones per camera sensor view shall have the capability to count the number of vehicles detected. The count value shall be internally stored for later retrieval through the Ethernet port. The zone shall also have the capability to set a delay before the vehicle is counted. Timing parameters shall be user definable between 0.1 to 25.0 seconds. Bin interval is set to 15 minutes.
700-5.10.6.1.32 The system shall provide an automatic count function per lane for each movement of vehicles, which includes through moving, right, and left turning vehicles. Once standard detection zones have been configured the system will determine the path of vehicles and begin to track them. The data shall be stored at a bin interval of 15 minutes. The current count will be displayed on the video image. The current count display may be disabled by the user. 700-5.10.6.1.33 In addition, any valid detector output may be assigned to the automatic count. For each count the associated detector output will be pulsed for 100mS. 700-5.10.6.1.34 In addition to the count type zone, the MSDS shall be able to calculate average speed and lane occupancy for all of the video detection zones independently. These values shall be stored in non-volatile memory for later retrieval. 700-5.10.6.1.35 The MSDS shall automatically count Red-Light Running vehicles. The data will be recorded by lane and stored in 15 minute bin intervals. An optional channel output may be configured for each vehicle lane that is triggered when a red-light runner is detected.

700-5.10.6.1.36 The MSDS shall have an “advance” zone type where raw detection output duration to the traffic controller is compensated for angular occlusion and distance. 700-5.10.6.1.37 The MSDS shall employ color overlays on the video output. 700-5.10.6.1.38 The MSDS shall have the ability to show controller phase status (green, yellow, or red) for up to 8 phases. These indications shall also be color coded. 700-5.10.6.1.39 The user shall have the ability to enable or disable the display of the phase information on the video output.
700-5.10.6.1.40 The MSDS shall have the capability to change the characteristics of a detection zone based on external inputs such as signal phase. Each detection zone shall be able to switch from one zone type (i.e. presence, extension, pulse, etc.) to another zone type based on the signal state. For example, a zone may be a “count” zone when the phase is green but change to a “presence” zone type when the phase is not green. Another application would be zone type of “extension” when the signal phase is green and then “delay” when red. 700-5.10.6.1.41 The MSDS software shall aid the user in drawing additional detection zones by automatically drawing and placing zones at appropriate locations with only a single click of the mouse. The additional zone shall utilize geometric extrapolation of the parent zone when creating the child zone. The process shall also automatically accommodate lane marking angles and zone overlaps.
700-5.10.6.1.42 The radar sensor shall have the capability to control the output of each radar detection zone based on a minimum or maximum speed. The minimum speed can be set from 0 mph (0 kph) to 249 mph (400 kph). The maximum speed can be set between 1 mph (1 kph) to 250 mph (402 kph).
700-5.10.6.1.43 When the user wishes to modify the location of a zone, the MSDS software shall allow the user move a single zone, multiple zones or all zones simultaneously. 700-5.10.6.1.44 When the user wishes to modify the geometric shape of the zone, the MSDS software shall allow the user to change the shape by moving the zone corner or zone sides.
700-5.10.6.1.45 On screen zone identifiers shall be modifiable by the user. The user shall be allowed to select channel output assignments, zone type, input status, zone labels or zone numbers to be the identifier.
700-5.10.6.1.46 The MSDS shall have the capability to show pedestrian activity in the crosswalk through a visual indication on the video output. 700-5.10.6.1.47 The MSDS software shall support bicycle type zones where the zone can differentiate between motorized vehicles and bicycles, producing a call for one but not the other.

700-5.10.6.1.48 Bicycle zone types shall only output when a bicycle is detected. Larger motorized vehicles such as cars and trucks that traverse a bicycle zone shall not provide an output.
700-5.10.6.1.49 The MSDS software shall provide the ability to assign a separate output channel for bicycle zones to allow traffic controllers to implement special bicycle timing. 700-5.10.6.1.50 Placement of bicycle type zones in vehicle lanes shall be allowed. 700-5.10.6.1.51 Upon detection of a bicycle, the video output overlay shall indicate active detection as well as providing a unique bicycle detection identifier to visually distinguish bicycle detection versus vehicle detection.
700-5.10.6.1.52 Up to six bicycle detection zones per camera view shall have the capability to count the number of bicycles detected in addition to their normal detection function.

The count value shall be internally stored for later retrieval through the Ethernet port. 700-5.10.6.1.53 Radar Zone Data Display
Current conditions for the 16 radar zones shall be displayed on the video. The conditions are; un-configured, configured and inactive and configured and active. 700-5.10.6.1.54 Radar Trip Line and Activity Display
Current conditions of the 5 trip lines and any warning flags from the radar shall be displayed on the video.
700-5.10.6.1.55 Radar Data Display
The speed of the last vehicle through the approach will be displayed on the video. The current count of vehicles passing the last trip line will be displayed on the video. 700-5.10.6.1.56 Radar Performance Display
Various icons will be deployed on the video stream as part of the On-Screen Display (OSD) to indicate radar operation. These will include Group Mode, Fallback Mode, No Radar Data and Radar Interference.
700-5.10.6.1.57 Video Performance Display
Various icons will be deployed on the video stream as part of the On-Screen Display (OSD) to indicate video operation. These will include Low Contrast Mode, Glare Mode, Video Constant Call, Alarm Activated, Algorithm Day and Night Short and Long Modes. 700-5.10.6.1.58 Automatic Turning Movement Counts
The system will display the Automatic Turning Movement count for the current bin interval as part of the On-Screen Display (OSD). The data can be disabled by phase. 700-5.10.6.2 User Interfaces

This section sets forth the minimum requirements for the MSDS to provide a single point interface to remote and local users. The MSDS shall also have the capability to stream up to eight simultaneous video streams over an Ethernet interface. These streams may be from individual sensors or a quad stream from all sensors.
700-5.10.6.2.1 The user interface shall provide capabilities to enable multiple rackmounted detection processors to be locally and remotely accessed from a single point via an Ethernet connection.
700-5.10.6.2.2 The device shall allow the operator to view ten videos simultaneously or any one video by controls embedded in the MSDS.
700-5.10.6.2.3 The device shall allow the operator to view either individual video stream from each sensor or a quad video stream from all sensors by controls embedded in the MSDS. 700-5.10.6.2.4 Local user access to video detection programming shall be limited to the detection processor unit that is currently being displayed on the monitor. 700-5.10.6.2.5 All local programming and setup parameters for the video detection processor shall be user accessible through the interface unit without requiring the user to swap user interface cables between video detection processors. 700-5.10.6.2.6 Remote access to the device shall be through the built-in Ethernet port via access software running on a Microsoft Windows based personal computer. 700-5.10.6.2.7 Optional local programming and setup parameters for the video detection processor shall be user accessible through the interface unit with a Wi-Fi port via access software running on a Microsoft Windows based personal computer. The Wi-Fi connection shall be disable with a switch on the CI.
700-5.10.6.2.8 A Windows OS remote access firmware shall also be available for remote setup and diagnostics of the interface unit.
700-5.10.6.2.9 The MSDS shall support streaming video technology using H.264 standards to allow the user to monitor video detection imagery over the Ethernet interface.

Motion JPEG streaming video shall not be allowed.
700-5.10.6.2.10 The interface unit shall allow eight independent streams, one from each detection processor, to be transported via Ethernet to four independent streaming video players simultaneously in Full HD (1080p) resolution.
700-5.10.6.2.11 The interface unit shall support the streaming and display of four concurrent streams in Full HD (1080p) resolution.
700-5.10.6.2.12 The interface unit video streams shall be compatible with ONVIF standards.

700-5.10.6.2.13 The interface shall allow the user to change the unit’s Ethernet network settings of IP address, subnet mask and default gateway. 700-5.10.6.2.14 The MSDS shall allow the user to upload new application firmware through the use of the interface, remotely or on-site.
700-5.10.6.2.15 A Windows OS based application will be provided to remotely view video streams from the MSDS.
700-5.10.6.2.16 An iOS and Android based application shall be available to remotely access each configured MSDS on the agency’s network. This application shall allow the user to choose between any number of pre-configured intersection locations. Using the iOS or Android device, the application will allow the user to view live video from any camera at that intersection, including vehicle and bicycle detections in real-time. The application will also allow the user to view individual intersection data, including turning movement counts and occupancy. The application will show each data set in time periods of day, week, or month, and have the capability of turning on or off right, left, and thru movement data for turning movement count data. The application will also allow the user to view current system diagnostic data, including the following, but not limited to; individual camera glare and low contrast information, system low contrast, constant call, alarm, reboots, logins, and menu access information. 700-5.10.6.2.17 A Windows based PC application shall be available to remotely access each configured MSDS on the agency’s network. The application shall allow the user to choose multiple intersection locations to be displayed simultaneously on the screen. Intersections can be displayed in alphanumeric order. Groups of intersections can be configured to be displayed simultaneously to allow the user to monitor particular corridors of detection. Multiple groups may be configured in the application.
700-5.10.6.3 AI Classification Data
The system shall provide Road User Classification Data via Artificial Intelligence (AI) algorithms.
700-5.10.6.3.1 The AI Classification Data shall be automatically generated without the need for user configuration.
700-5.10.6.3.2 The AI Classification algorithm shall identify and store data for four classes of road user:
• Motorcycle
• Passenger Car
• Bus
• Truck
700-5.10.6.3.3 The AI Classification data shall be stored in the Bin Data table in 15 minute intervals and be available as put of the Real Time Data Stream in 60 second intervals.

700-5.10.6.4 Fusion
Where a MSDS Multi-Sensor is utilized the system shall use data from both the video and radar sensors to determine if a vehicle is present. 700-5.10.7 SDLC Functionality. This section sets forth the minimum requirements for a full-function BIU and integrated MSDS detection communication. The MSDS shall provide outputs to the controller of vehicle calls from DPs that reside within the detector rack. 700-5.10.7.1 Functional Capabilities. The MSDS shall have the capability of monitoring phase information and passing that information and other system data such as “time” from the controller to video detection processor modules. The DP shall also accept data from video processor modules and relay the information to the controller. The unit shall provide a maximum of 64 detector outputs to the controller via the SDLC interface. 700-5.10.7.2 Requirements
The module shall be in compliance with the following industry specifications:
• Transportation Electrical Equipment Specifications (TEES), August 16, 2002 (or latest edition), California Department of Transportation • NEMA Standard Publication TS 1-1989 (or latest edition), Traffic Control Systems, National Electrical Manufacturers Association
• NEMA Standard Publication TS 2-2003, Traffic Controller Assemblies With NTCIP Requirements, Version 02.06 (or latest edition), National Electrical Manufacturers Association
700-5.10.7.3 Data Interfaces
The MSDS shall have two data interfaces:
• The interface to the controller shall be accomplished by the use of the TS-2 SDLC port and protocol in accordance with the TS-2 specifications. The module shall be able to be configured to respond to BIU addresses 8, 9, 10 and 11 or a combination thereof. • The interface to communicate with card rack video detection processors shall be manufacturer specific.
700-5.10.7.4 SDLC Communication Indicators
One LED indicator shall be provided for the TS-2 SDLC interface. The indicator shall be used to inform the user of any communication activity on the SDLC port. 700-5.10.8 Real Time Data Stream
700-5.10.8.1 Data Streaming Mechanism
The MSDS shall employ a MQTT Publish/Subscribe model for publishing real time data.

The Mechanism shall provide multiple data streams. Subscribers may subscribe to one or many of the data streams

700-5.10.8.2 Detection Zone Status
The MSDS shall provide the status of each configured detection zone at a 100mS refresh rate.
700-5.10.8.3 Channel Output Status
The MSDS shall provide the status of each configured channel output at a 100mS refresh rate.
700-5.10.8.4 Count Data
The MSDS shall provide the accumulated count for each configured count type zone and each automatically generated count, for example Automatic Turning Movement Counts at a 60S refresh rate.
700-5.10.8.5 AI Classification Data
The MSDS shall provide the accumulated count for each classification type at a 60S refresh rate.
700-5.10.9 Installation
700-5.10.9.1 The cable to be used between the sensor and the PI in the traffic cabinet shall be 16AWG, 3 core 110VAC, outdoor rated. This cable shall be suitable for installation in conduit or overhead with appropriate span wire.
700-5.10.9.2 The cabling between the Traffic Cabinet Interface (PI) and the Sensor Head shall allow distances of up to 750’.
700-5.10.9.3 The cabling between the Traffic Cabinet Interface (PI) and Sensor Head shall be a continuous run and shall not include the use of power injectors, signal boosters or repeaters between the two devices.
700-5.10.9.4 The detection sensor shall be installed by factory-certified installers as recommended by the supplier and documented in installation materials provided by the supplier.

Proof of factory certification shall be provided.
700-5.10.10 Warranty
700-5.10.10.1 The supplier shall provide a limited three-year warranty on the MSDS. 700-5.10.10.1.2 During the warranty period, technical support shall be available from the supplier via telephone within 4 hours of the time a call is made by a user, and this support shall be available from factory-certified personnel or factory-certified installers.

700-5.10.10.1.3 During the warranty period, updates to DP software shall be available from the supplier without charge.
700-5.10.11 Maintenance and Support
700-5.10.11.1 The supplier shall maintain an adequate inventory of parts to support maintenance and repair of the video detection system. These parts shall be available for delivery within 30 days of placement of an acceptable order at the supplier's then current pricing and terms of sale for said parts.
700-5.10.11.2 The supplier shall maintain an ongoing program of technical support for the video detection system. This technical support shall be available via telephone, or via personnel sent to the installation site upon placement of an acceptable order at the supplier's then current pricing and terms of sale for on-site technical support services. 700-5.10.11.3 Installation or training support shall be provided by a factory-authorized representative and shall be a minimum IMSA-Level II Traffic Signal Technician certified. 700-5.10.11.4 All product documentation shall be written in the English language. 700-5.11 Universal Time Base (UTB). UTBs shall conform to the requirements in the TS Equipment Specifications
700-5.11.1 2070-7G Universal Time Base Module (2070-7G UTBM).

This specification establishes the minimum requirements for 2070-7G Universal Time Base Module (2070-7G UTBM). 2070-7G UTBM shall conform to the requirements in the California Transportation Electrical Equipment Specifications, TEES 2009 ERRATA No.1, dated January 21st, 2010, https://dot.ca.gov/-/media/dot-media/programs/trafficoperations/documents/f0019521-tees-2009-errata1-a11y.pdf. 700-5.12 Retroreflective Street Name Sign (RSNS).
700-5.12.1 General. RSNSs shall consist of an aluminum frame with a street name sign panel on both sides of the frame. Letters, figures, arrows, background, and borders shall be constructed of durable, wide-angle reflective sheeting, ASTM Type XI. The sign fixture and attachment devices shall be designed and constructed to prevent deformation or failure when subjected to 85 mph (136.7 km/hr) wind loads as set forth in the AASHTO publication, “Standard Specifications for Structural Supports of Highway Signs, Luminaires and Traffic Signals”.
700-5.12.2 Materials. All ferrous parts shall be galvanized or cadmium plated, unless otherwise shown on the Plans.

700-5.12.3 Sign Panels. Sign panels shall be 18 inches (457.2 mm) in height (single legend) and 30 inches (762 mm) in height (double legend), 0.08 inch (2.032 mm) thick sheet aluminum (alloy 6061-T6 or alloy 5052 H36 or H38) cleaned and etched according to the manufacturer’s recommendations before the application of the reflective sheeting. The length of the sign shall be sufficient as to allow a balanced and aesthetically pleasing legend and border, but in no case shall the sign be less than 4 feet (1.22 m) nor more than 8 feet (2.44 m) in length unless specifically approved by the Engineer.
700-5.12.4 Message. The visible message shall be displayed from both sides of the sign and shall be totally reflective. Signs shall have white legends, symbols, arrows and a 0.75- inch (19 mm) border on a green background. The legend shall be 8 inches (200 mm) uppercase, 6 inches (150 mm) lowercase, with a minimum size of Series C copy. Series D or E copy shall be used where the message length permits.

The style and spacing of letters, figures, and arrows shall conform to the current standards established by the Federal Highway Administration’s (FHWA) Standard Highway Signs Book, “Standard Alphabets” section. It is available for downloading on the internet, http://mutcd.fhwa.dot.gov/ser-shsmillennium.htm. Side margins and spacing may be compressed when necessary to stay within the sign length.

The resulting panel shall have a white reflective legend and white reflective border on a field of reflective green. The green color used shall be the standard color employed for highway guide signs. No cut-out letters, margins, or letters shall be used.

The coloring of the sign shall conform to Federal Color Standard 595a, Color No. 14109.

The green and white (silver) shall not fade or darken when the sign is exposed to an accelerated test of ultraviolet exposure equivalent to 2 years of outdoor exposure. 700-5.12.5 Sign Frames. Sign frames shall be fabricated using aluminum channels (alloy 6063-T5) of nominal size 1.25 inches x 1.25 inches (31.8 mm x 31.8 mm), 0.125 inch (3.2 mm) thick. Corners of the frame shall be mitered and shall be welded along all 3 joined faces to assure structural soundness and maximize water tightness. Welds shall be on the inside of the frame. Sign panels shall be riveted to the frame with anodized aluminum or stainless steel rivets, with the rivet spacing not to exceed 8 inches (200 mm). Rivet color shall be white or silver to approximately match the color of the sign panel into which they are set. 700-5.12.6 Brackets. Brackets shall be fixed length and adjustable length, 0.25 inch x 1.69 inches (6 mm x 40 mm) minimum. Brackets shall be provided with the 2-piece clamp shown on Figure 1. Three brackets shall be provided for signs longer than 6 feet (1.83 m).

Brackets shall be provided with extensions if needed. All modifications shall be approved by the Engineer.
700-5.12.7 Oscillating Mast Arm Brackets. Signs shall be hung from mast arms with a 3/4 inch-wide, type 201 stainless steel strap bonding secured with a bonding buckle on one adjustable and one fixed length non-adjustable sign bracket. Units shall swivel 75 degrees in both directions, with self-lubricating bushings in hinge. Brackets shall be rated at 500 pounds

per set and be provided with extensions if needed. Brackets shall be Caltrans approved. For signs larger than 84 inches, a third adjustable bracket is required. All proposed modifications shall be approved by the Engineer. Banding shall be 0.030” thick, single banded. Brackets shall be 6061-T6 aluminum or better. All hardware shall be stainless steel and all nuts shall be nylock.
700-5.12.8 Sheeting.
a) General. Sheeting shall be reflective, durable, full-cube, micro-prismatic sheeting, ASTM Type XI and shall exceed the standards of ASTM D4956. Sheeting shall have 100 percent efficient optical elements, returning a minimum 60 percent of available light, and shall perform at all sight distances (short, medium, and long).

All materials use in fabricating the signs shall be compatible and from the same manufacturer. b) Process Colors. The process colors (inks) used to manufacture retro-reflective street name signs shall be applied and approved by the sheeting manufacturer. c) Premium Overlay Films. The clear premium overlay film shall be graffiti-resistant, compatible with the sheeting, and, when used in accordance with the sheeting manufacturer's instructions, shall not reduce the warranty term. d) Color Requirements. Color shall conform to the requirements of ASTM D4956, Table

17. Luminance factors shall conform to Table 10 of the same section. Conformance to standard chromaticity (x, y) and luminance factor (Y percent) requirements shall be determined by the instrumental method in accordance with ASTM E1164 on the sheeting applied to smooth test panels cut from 6061-T6 or 5052-H38 aluminum alloy.

The values shall be determined on a HunterLab ColorFlex 45/0 spectrophotometer.

Computations shall be done for CIE Illuminant D65 and the 2-degree standard. e) Coefficient of Retroreflection. All values shall meet or exceed the minimum coefficient of retroreflection (cd/lux/m2) shown in Table 700-5.12.8.

TABLE 700-5.12.8
White Green
Entrance Angle Entrance Angle
Observation
Angle -4° 30° Observation Angle -4° 30°

0.2° 570 215 0.2° 57 21

0.5° 400 150 0.5° 40 15

1.0° 120 45 1.0° 12 4.5
f) Fractional Retroreflectance. The optical design of the sheeting shall be such that when measured at an entrance angle of –4 degrees the fractional retroreflectance within a 2-

degree observation angle cone, as defined in ASTM E808 as RT with αmax = 2°, is at least 55 percent.
g) Shrinkage. Retroreflective sheeting shall conform to the shrinkage requirements specified in ASTM D4956.
h) Adhesive. Retroreflective sheeting shall conform to the liner removal and adhesion requirements specified in ASTM D4956.
i) Fungus resistance. Retroreflective sheeting shall conform to the supplementary requirements contained in Section S1 of ASTM D4956.
j) Field Performance Requirements. Retroreflective sheeting will be considered unsatisfactory if it has deteriorated due to natural causes to the extent that: (1) the sign is ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving conditions; or (2) the coefficient of retroreflection after cleaning is less than the minimum specified for that sheeting during that period.

For screen-printed transparent colored areas on white sheeting, the coefficients of retroreflection shall not be less than 70 percent of the values for the corresponding integral color. All measurements shall be made after sign cleaning according to the sheeting manufacturer’s recommendations.
k) Sheeting Warranty. The Contractor shall provide a written warranty from the sheeting manufacturer that states the fabricated sign panel with substrate, retroreflective sheeting, and legend will perform effectively for a minimum of 12 years when fabricated in accordance with its recommendations. If the sign deteriorates during the field performance obligation period to the extent that: 1) the sign in ineffective for its intended purpose when viewed from a moving vehicle under normal day and night driving conditions by a driver with normal vision or 2) the coefficient of retroreflection after cleaning is less than the minimum specified, then the following shall apply:

The sign fabricator shall date all signs at the time of application of the sheeting. That date constitutes the start of the field performance obligation period. l) Certificate of Compliance. The Contractor shall furnish the Engineer with a Certificate of Compliance from the sheeting manufacturer. The certificate shall certify that the retroreflective sheeting conforms to the requirements of these Specifications. The certificate shall also include a copy of all applicable test reports. 700-5.13 Battery Back-Up System (BBS).
700-5.13.1 General. The Clary SP1250LX 72V Traffic UPS System is a turnkey, true on-line, solid state, microprocessor controlled power conditioner and Battery Backup System (BBS) or Uninterruptible Power System (UPS). The Clary SP1250LX features programmability via the operator control panel. The system is unique in that it

continuously regenerates and conditions the AC sine wave, where 100% of the power to the load, whether on utility or batteries, is generated by the on-board inverter. The Clary SP1250LX is capable of operating, up to its rated power level, in extreme environments with existing equipment on the street today including any and all signal heads (i.e., Incandescent, LED, Neon, etc.). The Clary UPS is manufactured in Monrovia CA and meets the made in America requirements. Where shown on plans, the SP1250LX Traffic UPS shall be furnished and installed in conformance with the following specification.

Additional specifications included in Appendix C.
700-5.13.2 Operation.

A. Unit shall be capable of on-site programming without the uses of attached computers.

B. On-line technology shall be supported and 100% of the load shall flow through the inverter 100% of the time to isolate and protect the attached equipment.

C. Power connection shall be made to the front or back of the UPS chassis to support NEMA or Rack Mounted cabinetry.

D. The traffic system shall support an Online (Continuous operating mode which supports power outages in the full online mode).

E. The traffic UPS shall be capable of providing continuous, fully conditioned and regulated sinusoidal (AC) power to selected devices such as signal controllers, modems, communication hubs, NTCIP adapters and video equipment F. Up to the maximum rating, the Traffic UPS shall be capable of supporting all cabinet systems, regardless of power factor rating, without overdriving the poorer power factor LED heads which may cause early degradation, low luminosity or early signal failure.

G. Upon loss of utility power the Traffic UPS shall insert battery power into the system.

In case of UPS failure and/or battery depletion, the UPS will drop out and, upon return of utility power the traffic control system will default to normal operating mode.

H. The By-pass switch shall enable removal and replacement of the Traffic UPS without shutting down the traffic control system (i.e. “hot swap” capability). Connectors shall be equipped with a “safety interlock” feature.

I. The UPS shall support generator input without going to batteries.

J. The UPS traffic control system shall be capable of “cold starting”, starting when no utility AC is available, i.e. starting while on batteries.

K. Existing cabinet Flasher Modules and Flash Transfer Relays shall be utilized.

L. To facilitate emergency crews and police activities, the Traffic UPS shall be compatible with the police panel functions.

M. The Traffic UPS shall not duplicate or assume flash operation or flash transfer relay functions.

N. The UPS shall deliver 120 V ac out +/- 3% with an AC input between 75 and 135 V ac with out discharging the batteries while operating in the true Online Mode.

O. Zero transfer time.

P. The SP1250LX shall support load increases to 1400 watts for ten seconds through the full NEMA temperature range of - 40o to + 74o C while on continuous battery operation.

700-5.13.3 Description. The Traffic UPS shall consist of three major components, the Electronics Module, the Utility By-pass Switch, and the Battery System.

2.0.1The Electronics Module shall consist of the following:

A. True sine wave, micro Processor controlled high frequency inverter utilizing IGBT technology.

B. 3-stage, temperature compensated, battery charger.

C. Local and remote control of UPS functions.

D. Local and remote communications capabilities.

E. Support capability to accept an NTCIP-ready adapter or to connect a Spread Spectrum Radio modem.

F. Utility By-pass Switch for by-passing the UPS for repair or removal. The By pass switch must have a GFI and generator plug.
700-5.13.4 Battery System.

2.1.1 The battery shall be comprised of extreme temperature, deep cycle, AGM-VRLA (Absorbed Glass Mat - Valve Regulated Lead Acid) batteries that have been field proven and tested by the U.S. military.

2.1.2 The battery system shall consist of one string of 6 batteries of extreme temperature, deep cycle, AGM/VRLA (Absorbed Glass Mat/ Valve Regulated Lead Acid) batteries such as Clary OutpostTM batteries or equivalent.

2.1.3 Batteries shall be certified to operate at extreme temperatures from –40C to +74C.

2.1.4 The batteries shall be provided with appropriate interconnect wiring and corrosion-resistant mounting trays and/or brackets appropriate for the cabinet into which they will be installed.

2.1.5 The interconnect cables shall be protected with abrasion-resistant nylon sheathing.

2.1.6 The interconnect cables shall connect to the base module via a quick-release connector.

2.1.7 For purposes of safety and proper operation, the battery connector shall have interlocking pins to prevent turn-on if batteries are not connected, and to shut off the UPS should the batteries be disconnected.

2.1.8 Battery construction shall include heavy-duty, inter-cell connections for lowimpedance between cells, and heavy-duty plates to withstand shock and vibration.

2.1.9 The top cover shall use tongue and groove construction and shall be epoxied to the battery case for maximum strength and durability.
700-5.13.5 Electrical Specifications.

3.1 Input Specification
Nominal Input Voltage 120 VAC, Single Phase
Input Voltage Range 75 VAC to 155 VAC (without drawing
energy from batteries)
Input Frequency 50 or 60 Hz (+/- 5%)
Input Configuration 3 Wire (Hot, Neutral & Ground)
Input Current (Max. draw)

SP1250LX 10.4amps, Power factor corrected
Input Protection Input Fuse (20 amps)

3.2 Output Specification
Nominal Output Voltage 120 VAC, Single Phase
Power Rating
SP1250LX 1.25KVA/875W
1400W Peek load for 10 seconds
(45 second interval)
Dynamic Response +/- 4% for 100% step load change

0.5ms Recovery Time
Output Frequency 50 or 60 Hz (+/- 5%)
Output Configuration Keyed, connectors and duplex receptacle Output Wave Form True Sinewave
Overload capability:

SP1250LX 110% for 10 minutes, 200% for 50MS
Fault clearing Current limit and automatic shutdown
Short circuit protection Current limit and automatic shutdown Efficiency 85% at full load
Load Power Factor .99 lagging through unity to .99 leading 700-5.13.6 Physical Specifications, UPS Electronics Modules.

4.1 Dimensions:

SP1250LX Width = 19”, Depth = 10.12”, Height = 3.5”

4.2 Weight:

SP1250LX UPS: 20 lbs, Shipping weight: 25 lbs.
700-5.13.7 Environmental Specifications.

5.1 The UPS shall meet or exceed NEMA temperature standards from –40C to +74C.

5.2 The UPS shall be shall be certified and field proven to meet or exceed NEMA temperature standards. A certificate of compliance shall be made available upon request.
700-5.13.8 Battery Specifications.

5.1 The battery system shall be certified and field proven to meet or exceed NEMA temperature standards from –40C to +74C.

5.2 Ampere-Hour ratings (see table 1)

5.3 Hydrogen gas emissions: must meet Mil-Spec, MIL-B-8565J

5.4 Weight and Dimensions: (see table 1)
Clary OUTPOSTTM Batteries*
Six
Battery,
72Volt
Sets
Estimated Runtime
(Assumes 77°F / 25°C,
to 1.75 volts per cell).
72 Volt Systems
Unit
Weight
Overall Dimensions
Per Battery
Inches(cm.)

Clary
Model
Volts/
A-hrs.
300
Watts
500
Watts
700
Watts
875
Watts
Lbs.
(Kg.)
Length
L
Width
W
Height
H
OP72C41* 12
VDC/
41 A-h

6.5 Hrs.

4.0 Hrs.

2.5 Hrs.

1.8 Hrs.
29 (13.2)

7.72 (22.40)

5.25 (13.72

7.91 (22.14)
*OP72C battery sets include six (6) OPB-1241 batteries per set, wired in series. 700-5.13.9 Communications, Controls & Diagnostics.

7.1 Alarm Function Monitoring: The traffic UPS shall come standard with a DB-9F connector with open collectors (40 V @ 20 MA) indicating: loss of utility power, Inverter failure, or low battery condition and USB connectivity for system up/down loads.

7.2 An RS232 Interface shall be provided via a DB-9F connector allowing full, interactive, remote computer monitoring and control of the UPS functions.

7.3 Front Panel Controls: Power ON, Cold Start, Alarm Silence, Battery Test, Bypass Breaker, and DC/Battery Breaker, Battery Test Points, Auxiliary Temperature Connector, and Programmable Keys.
700-5.13.10 Reliability.

8.1 Calculated MTBF is 100,000 hours based on component ratings.

8.2 When Bypass Switch is included, system MTBF increases to 150,000 hours. 700-5.13.11 Optional Devices.

9.1 Internal SNMP option providing TCP/IP capability to internet.

9.2 Fast Battery Charger

9.3 Cabinet- attached drawing of top mount cabinet
700-5.13.12 Serviceability & Maintainability.

11.1 MTTR (Mean-Time-To-Replace or Repair)
Electronics: 15 minutes or less
Battery System: 15 minutes or less
700-5.13.13 Warranty. Standard warranty terms cover entire Traffic UPS.

Electronics; terms are three years parts and labor F.O.B. factory. No provision of this warranty shall cover batteries. However, battery manufacturer's warranties will be passed through to the customer whenever applicable. The Contractor shall consult Factory Service for more details. The Contractor shall submit the manufacturer’s written warranties to the Engineer prior to completion of the Work. 700-5.13.14 Manufacturer.

The manufacturer of the SP1250LX, Traffic UPS Systems shall be Clary Corporation, located at 150 E. Huntington Drive., Monrovia, CA 91016 . All repairs must be made at the manufacturers plant in Monrovia CA. Clary will repair inverters in excess of 15 years in service.

SECTION 701 - CONSTRUCTION
701-1 GENERAL. (Page 592 of the SSPWC)
Add the following after the first paragraph:

At any given intersection, all Standards shall be erected; foundations, except foundations for controllers, capped; and surfaces restored within 30 Working Days of commencing excavation or breaking concrete.
701-2 MAINTENANCE OF EXISTING AND TEMPORARY SYSTEMS. (Page 592 of the SSPWC)
Replace the entire subsection with the following:

The Contractor shall, during the progress of the Work, maintain temporary street lighting and traffic signal systems. The Contractor shall maintain all existing traffic and street name signs within the right of way in their original location or at an alternate location approved by the Engineer. Any signs lost or damaged by the Contractor shall be replaced by the Contractor at its own expense.
701-8 FOUNDATIONS, FOUNDATION CAPS AND SLABS.
701-8.2 Foundations. (Page 604 of the SSPWC)
Add the following:

Contractor shall be responsible for utility potholing at all new traffic signal standard and cabinet locations to ensure the location is clear of any conflicting utilities. 701-8.6 Payment. (Page 605 of the SSPWC)
Replace the entire subsection with the following:

Payment for foundations, including protection devices, bolt circles, utility potholing, reinforcement and foundation cap, shall be included in the Contract Unit Price for “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6TH STREET”.

701-10 STANDARDS, PEDESTALS, AND MAST ARMS.
701-10.1 General. (Page 596 of the SSPWC)
Add the following:

Traffic signal standards shall be located no closer than 30 inches from the centerline of the pole to curb face, unless otherwise shown on the Plans. 701-12 CONDUIT.
701-12.1 General. (Page 597 of the SSPWC)
Replace the first paragraph with the following:

Conduit and fittings shall conform to 700-3.5 and shall be Schedule 80 PVC, or if approved by the Engineer, rigid galvanized steel. Conduit shall be installed by directional boring unless otherwise approved by the Engineer.

Replace the first three sentences of the second paragraph with the following:

Conduit shall be placed at a depth of not less than 30 inches (750 mm) nor more than 60 inches (1500 mm) below the gutter flow line grade, except that conduit placed behind a curb shall not be less than 18 inches (450 mm) nor more than 36 inches (900 mm) below the top of curb. Conduit placed under railroad tracks shall not be less than 60 inches (1500 mm) below the bottom of the ties.

Replace the sixth paragraph with the following:

Detector, telephone interconnect, street lighting, direct interconnect, load-side electrical service, traffic signal foundation and inductive loop detector and stub-out conduit shall be 2- inch (50 mm) nominal size unless otherwise shown on the Plans. Conduit that is crossing a roadway or alley, or which is a lateral or in a controller cabinet, shall be 3-inch (75 mm) nominal size unless otherwise specified or shown on the Plans. Line-side electrical service conduit shall be of the size specified by the servicing utility.

Replace the last sentence of the tenth paragraph with the following:

No joint compound shall be used on threads of conduits before fittings are placed thereon.

Add the following:

Conduit shall terminate in a pull box except for inductive loop detector stub-out conduit within a roadway.

701-12.2 Rigid Metallic Conduit. (Page 598 of the SSPWC) Replace the last sentence of the fourth paragraph with the following:

Caps and bushings shall conform to Section 86-1.02B, “Conduit and Accessories,” of the Caltrans Standard Specifications (2024 edition).
701-12.4 Rigid Non-Metallic Conduit. (Page 598 of the SSPWC) Add the following:

PVC conduit systems shall include the installation of a ground rod at the terminus of each crossing within the respective pull box. These ground rods are in addition to the required ground rods at the controller cabinet and electrical service. With the approval of the Engineer, multiple PVC conduit systems may share a common ground rod provided there is a minimum of one ground rod per corner of the intersection.

PVC conduits shall be terminated with a bell end.

Ground rods shall be 8 feet long, 1/2 inch in diameter, and copper clad. 701-12.7 Payment. (Page 599 of the SSPWC)
Replace the entire subsection with the following:

The Contract Unit Price for each size of conduit shall be included in the Contract Unit Price for “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6TH STREET”, including any necessary excavation and backfill, horizontal directional boring, trenching, jacking, restoration, permanent surfacing, and all other incidentals necessary to complete the work performed under this Section.

The Contract Unit Price “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6TH STREET” shall also include any exploratory excavations (potholes) the Contractor deems necessary for installation of conduit using directional boring or other method. No separate payment for such potholes for said purpose will be made. The Engineer may direct the Contractor to perform exploratory excavations (potholes) where the location of a utility as marked pursuant to Government Code 4216 differs from its location as shown on the Plans.

Payment for such will be made on the basis of Extra Work. 701-13 WIRES, CONDUCTORS AND CABLES.
701-13.1 General. (Page 599 of the SSPWC)
Add the following:

Sufficient conductors shall be provided to perform the operation of the signal and lighting system.
701-13.2 Splices. (Page 599 of the SSPWC)
Replace the first two sentences of the first paragraph with the following:

When splicing is required, splices shall be made only within pull boxes and Standard bases. A minimum of 2 feet of conductor shall be between the splice and the end of the conduit.

All splices shall be twisted or crimped and soldered.

Add the following:

Splices between stranded and solid wire shall be made by cleaning the bare conductors, twisting the wires together for a mechanical bond, applying a non-corrosive paste flux and soldering to completely fill all voids. A wire nut shall then be twisted over the soldered connection and encapsulated within an epoxy pack to form a complete waterproof connection.

Fused splice connectors shall not be used in series circuits. Fuses shall be standard midget, ferrule type and shall be rated as follows:
5A for 150W lamps
5A for 200W lamps
10A for 250W lamps
10A for 310W lamps
10A for 400W lamps
The splice connector shall completely enclose the fuse and shall protect the fuse against damage from water and weather. The contact between the fuse and fuse holder shall be by spring pressure. Springs shall not be a part of the current carrying circuit. The terminals of the splice connector shall be rigidly crimped, using a tool of the type recommended by the manufacturer of the fused spliced connector, to the line and ballast conductors. The terminals shall be insulated and made waterproof in accordance with the splice connector manufacturer's recommendations. 701-13.3 Bonding and Grounding. (Page 600 of the SSPWC) Add the following:

A separate equipment grounding conductor shall be installed to connect the equipment grounding terminal/buss of the traffic signal controller cabinet to the terminal/buss to which the grounded service conductor is connected in the traffic signal service.

The equipment grounding conductor shall be Type "THWN" or Type “THW”, No. 6 AWG stranded copper wire continuously green in color and shall be un-spliced and continuous from the service to the traffic signal cabinet.
701-13.4 Payment. (Page 601 of the SSPWC
Add the following:

Where conductors are required to perform the functional operation of signal and lighting equipment, payment for furnishing and installing conductors from the nearest pull box or from the controller, in the absence of a Bid item or items for conduit, shall be considered as included in the Contract Unit Price for “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6 TH STREET”.
701-17 TRAFFIC SIGNAL CONSTRUCTION.
701-17.2 Controllers. (Page 603 of the SSPWC)
701-17.2.1 General.

Replace the entire subsection sentence with the following:

The Contractor shall supply the controller cabinet and all auxiliary equipment required to provide a complete functioning controller unless otherwise specified on the Plans. 701-17.4 Wiring, Conductors and Cable. (Page 603 of the SSPWC) 701-17.4.1 General.

Delete the last sentence of the seventh paragraph.

Delete the eighth paragraph.

Add the following:

Three spare No. 14 AWG conductors shall be provided throughout the traffic signal system. The ends of spare conductors shall be doubled back and taped. Where traffic signal cable is used exclusively, the 3 individual spares may be deleted.

For a signal Standard with a luminaire, a fused disconnect spliced connector shall be installed in each pull box adjacent to the Standard and shall be readily accessible in the pull box regardless of whether the ballast is remote or is integral with the luminaire. The connector shall have no exposed metal parts.

Three-conductor cable (3CSC), 5-conductor cable (5CSC), and 12-conductor cable (12CSC) may be installed if so approved by the Engineer. No other traffic signal (TS) multiconductor cable will be accepted unless otherwise approved by the Engineer.

TS cable shall not be installed in traffic signals with pre-existing individual conductors unless otherwise approved by the Engineer.

Multi-conductor TS cables shall be continuous from the controller cabinet termination to a pole mounted terminal compartment or pedestrian push button (PPB). For pole-top mounted TS heads without terminal compartments, the TS cable shall be terminated directly to the terminal block in the TS head. Splicing in the pull boxes will not be allowed.

A continuous 3CSC shall be installed from each PPB to the controller cabinet. A 5CSC maybe used if recommended by the APS manufacturer.

A continuous 12CSC shall be installed from each TS standard bearing TS vehicle and/or pedestrian head to the controller cabinet. In the event that the TS standard carries more than two (2) vehicle and/or (2) pedestrian phases, a second 12CSC shall be installed.

The ultimate destination location of each TS cable, as shown on the Plans, shall be identified by mechanical durable means near its terminus in the controller cabinet and in every pull box, i.e., LOC 1, LOC 2, etc. In the event that a TS standard has multiple cables, each cable shall be uniquely identified, and its ultimate destination included, i.e., LOC 1 A, LOC 1 B, etc.

The method shall be approved by the Engineer.

A continuous 5CSC shall be installed from the terminal block in each mast arm mounted head to the pole mounted terminal compartment. In the event that a mast arm mounted head has indications for more than one phase, another 5CSC shall be installed for each additional phase on the respective mast arm mounted head.
701-17.5 Signal Heads. (Page 605 of the SSPWC)
701-17.5.1 General.

Replace the second paragraph with the following:

Indications shall be 12-inch (300 mm). Visors are required on all signal heads. 701-17.5.3 Visors.

Replace the entire subsection with the following:

Tunnel type visors shall be used for all signal indications unless otherwise shown on the Plans.
701-17.7 Pedestrian Signals. (Page 607 of the SSPWC)

701-17.7.1 General.

Replace the second sentence with the following:

Non-functioning pedestrian heads at signalized crosswalks shall be covered with a material approved by the Engineer.
701-17.7.2 Pedestrian Push Buttons.

Add the following:

When pedestrian signal heads are modified or installed, pedestrian push button signs shall conform to the pedestrian signal message indications shown on Caltrans Standard Plan ES-5C (2024 edition) and to the requirements of the Americans with Disabilities Act (ADA).

The mounting height shown on Caltrans Standard Plan ES-7A and the size of the push button shown on Caltrans Standard Plan ES-5C shall be modified so that the pedestrian push button is installed no higher than 42 inches (1.07 m) from the finished sidewalk.

New pedestrian push buttons shall be Accessible Pedestrian Signals per section 700-5.9.

The housing shall be conical in shape and shall be coated with powdered paint.

Add the following subsection(s):
701-17.9 Video Detection System (VDS).
701-17.9.1 General. VDSs shall conform to 700-5.10.
701-17.9.2 Installation, Inspection, Testing, and Training. Installation shall conform to the manufacturer’s written instructions unless otherwise approved by the Engineer.

Proof of factory certification shall be provided to the Engineer.

Equipment shall be installed directly on signal mast arms, luminaire mast arms, or traffic signal poles. Only one camera shall be mounted on a signal mast arm or luminaire mast arm.

Extension rods shall only be installed if approved by the Engineer and shall not place the top of the camera more than 36 inches above the signal mast arm or luminaire mast arm.

The Contractor shall test each item after installation to ensure that the equipment has been installed without damage and operates correctly.

Upon the completion of the installation of each component, the Contractor shall perform an isolated test and inspection to demonstrate that all components function properly and comply with the requirements of the Specifications and/or approved submittal(s). Each component shall

be tested separately. Successful completion of this portion of the acceptance test shall be required for each component.

Systems acceptance testing shall only be performed in the presence of the Engineer and other designated Agency representatives. Contractor shall complete acceptance testing for each intersection location. A location will be deemed acceptable with a continuous quality of 98 percent or better for a consecutive seven-day period as reported by the data generated by the manufacturer’s Central software and by the applicable reports associated with the respective locations.

Live video with the detection overlaid is required for field verification of the system.

The central control must transmit and receive all information needed for detector setup, monitor the vehicle detection, view the vehicle traffic flow and interrogate all required stored data.

The Contractor shall arrange for post-installation training for personnel of the Agency in the operation, set up, and maintenance of the VDS. The VDS and its support hardware/software is a sophisticated leading-edge technology system. Proper instruction from certified instructors is required to ensure that the Agency has complete competency in system operation.

All documentation shall be provided in electronic format suitable for online or offline use and be in the English language.
701-17.13 Universal Time Base (UTB).
701-17.13.1 General. UTBs shall conform to 700-5.11.
701-17.13.2 Installation. Installation shall conform to the manufacturer’s written instructions unless otherwise approved by the Engineer. 701-17.14 Retroreflective Street Name Sign (RSNS).
701-17.14.1 General. Contractor shall coordinate sign layout with City prior to ordering RSNS.
701-17.14.2 Installation. Where shown on the project plans, RSNSs shall be mounted on 8’ clamp-on straight mast arms in accordance with Figures 1 and 4 included in Appendix C. 701-17.14.3 Payment. Payment for RSNSs will be included with the Contract Unit Price for “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6TH STREET.” The Contract Unit Price shall include furnishing and installing each RSNS. 701-17.15 Battery Back-Up System (BBS).

701-17.15.1 General. BBSs shall conform to 700-5.13.
701-17.15.2 Installation. The Contractor shall schedule tie-ins, alterations, or replacement of existing services so as to reduce the out-of-service time to a minimum. Electrical shutdown of any traffic signal system (partial or in its entirety) shall require the prior approval of the Engineer. All work shall be done in a manner to minimize any shut down of the traffic signal system.

The Contractor shall coordinate its work with any work to be performed by Southern California Edison.

A pad mounting base for attachment to a concrete foundation and anchoring bolts shall be included in each new service cabinet installation. The bolt hole pattern for mounting the service cabinet to the pad mounting base shall be 30-3/4 inches wide by 12-1/4 inches deep on-center. 701-17.15.3 Inspection and Testing. Prior to completion of the Work, the Contractor shall perform functional testing of the underground electrical service and BBS at each location in the presence of the Engineer. A functional test of the BBS shall be performed demonstrating the functionality of each and every part of the system as specified. The functional test for each BBS shall include not less than 30 minutes of continuous, satisfactory traffic signal operation powered by the BBS set in a manner to simulate an electrical outage. The AC input voltage shall not be allowed to furnish current to charge the batteries during this testing operation. At the conclusion of this test, operating parameters of the BBS shall be measured to determine compliance with the Specifications. If noncompliant, the condition shall be corrected and the test shall be repeated until satisfactory operation is obtained. The Contractor shall be present throughout the entire duration of these tests. The Contractor shall remain ready to reestablish normal line voltage in the event of a failure of the system and to take alternate corrective action if needed.

The Work will not be considered as complete, as specified in 6-8.1, until a functional test clearance is given by the Engineer.
701-17.15.4 Payment. Payment for BBSs will be included with the Contract Unit Price for “NEW TRAFFIC SIGNAL AT WHITTIER BOULEVARD AND 6TH STREET”. The Contract Unit Price shall include furnishing and installing each BBS. 701-18 TESTING.
701-18.1 General. (Page 608 of the SSPWC)
c) Megger.

Replace the entire paragraph with the following:

A megger test at 500 volts DC shall be performed on each circuit between the circuit and a ground. The insulation resistance shall not be less than 10 megaohms on all circuits, except for

inductive loop detector circuits which shall be tested for continuity, circuit resistance and insulation resistance at the pull box before filling slots. After splicing, each loop circuit shall be tested for continuity, circuit resistance and insulation resistance at the controller cabinet location.

The loop circuit resistance shall not exceed 0.5 ohms plus 0.35 ohms per 100 feet of lead-in cable. The insulation resistance shall not be less than 100 megaohms. d) Functional.

Add the following:

Prior to energizing new or modified signal systems, all equipment and signal displays, as shown on the Plans and/or specified in the Specifications, shall be installed and operable.

Energizing shall be done between 9:00 a.m. and 2:00 p.m. on a day not followed by a Saturday, Sunday, or legal holiday, unless otherwise approved by the Engineer. Notification shall be given to the Engineer 48 hours prior to the date and time requested for energizing.

APPENDIX “B”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)

CONTRACTOR REGISTRATION NUMBER FORM

Department of Industrial Relations (DIR) Contractor
Registration Number

Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website:
http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Per this requirement, provide the following information:

___________________________________________________________________ Contractor Name

Contractor Department of Industrial Relations Registration Number:

Expiration Date of Registration Number

*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

APPENDIX “C”

EQUIPMENT DETAILS & CUT SHEETS

FIGURE NO. 1– RETROREFLECTORIZED STREET NAME SIGN

FIGURE NO.4 – RETROREFLECTORIZED STREET NAME SIGN

FIGURE NO. 5 – TRAFFIC SIGNAL PULL BOX TYPE 2

FIGURE NO. 6 – TRAFFIC SIGNAL PULL BOX TYPE 3

The Continuous Power Company™
DC IN

DC INPUT BREAKER OUTPUT IEC
AUX. TEMP.

SENSOR
SYSTEM
ON/OFF
RS232 SIGNAL

INTERFACE
4 × 20 LCD DISPLAY SELECT/MENU MODE

ENTER/SHOW TIME

AC IN/OUT
USB
TYPE B

COLD START SWITCH/LED

SNMP CARD

OPTIONAL

ALARM SWITCH/LED UP/DOWN
ARROWS

NO/NC RELAYS

BATTERY

TEST POINTS

INPUT AC LINE BREAKER CIRCUIT BREAKER
Overview
The SP 1250LX features an integrated Power Interface
Module and programmable display. The LX Series are
advanced UPS that provide clean, regulated dual conversion power for controllers and other sensitive equipment
inside the traffic cabinet. Rated for 1250 VA/875 W, with operational temperature of -40˚C to +74˚C (-40˚F to 165˚F), the SP 1250LX has been independently tested and certified to comply with NEMA temperature standards as well as
NEMA standards for shock and vibration. Compatible with most existing traffic cabinets, the SP 1250LX can be rack or shelf mounted and can be configured with either front or rear power connectors. The SP 1250LX provides full operation in intersections with all LEDs. Advanced communication
features allow monitoring, configuration and control of the system over RS232, modem or network connections.

Available with battery bus voltages of 48 V or 72 V.

Features
• Space saving design: 2U vertical
rack space
• On-line, conditioned, regenerated power
for cabinet equipment protection
• Operates in extreme environments
from -40°C to +74°C (-40°F to +165°F)
• Power quality analytical data recorded
and exportable to Excel in CSV format
• USB connectivity with monitoring
center or other equipment
• Power factor corrected for reliable
and safe power
SP 1250LX
Online UPS with integrated PIM and programmable display with fast battry charger

The Continuous Power Company™
Tel:800-442-5279 · Fax:626-305-0254 · www.clary.com
© 2018 Clary Corporation. Specifications subject to change without notice. 0118 Specifications
Electrical Input
Voltage 75 VAC to 155 VAC (before going to batteries)
Frequency 45 Hz to 65 Hz
Electrical Output
Voltage 120 VAC ±3%
Frequency 50 Hz or 60 Hz
Current 10.4 A
Rating 1250 VA / 875 W
Crest Factor Ratio
· 50% load up to 4.8:1
· 75% load up to 3.2:1
· 100% load up to 2.4:1
THD 4.00% maximum
Dynamic Response ±4% for 100% step load change

0.5 ms recovery time
Overload · 110% for 10 sec
· 200% for 50 ms
UPS Protection
· Input and output short circuit
· Input and output overload
· Excessive battery discharge
Environmental
Temperature -40°C to +74°C (-40°F to +165°F)
Humidity 0% to 95% non‑condensing
Altitude Sea level to 10,000 ft
Mechanical
Input Hardwired to bypass box
Outputs Hardwired to bypass box,
with single 15 Amp receptacle
Dimensions
(H × W × D) 3.5" × 19.0" × 10.0" (2U)
Weight 13 lb
Cooling · Low velocity
· Forced air
Design
Standard Features
· Power factor corrected input
· Fully regenerative
· True on-line continuous power
· Low distortion sine wave output
· Designed for non-linear loads
· Extended brownout protection
· EIA/RS232 data interface
Certifications
· IEEE 587/ANSI C62.4
· IEC 555 @ 120 VA
· NEMA
Typical Recharge Time
(to 85% capacity @ 100% load)
48-72 hrs
(more time required with extended battery option)
Control and Indicators
Switches / Control Panel
· System power
· Cold start
· Test
· Alarm silence
· Four line LCD display panel
Alarms
· Utility interrupt
· Inverter failure
· Overload
· Low battery
· Self test
Intelligent Computer Interfaces
· Serial interface for EIA 232
· 1 each DB9-F (RS232 and signal interface pins)
and 1 each USB
· Full interactive remote computer monitoring and
control of most features including load control
(requires optional monitoring software)
· NTCIP and TCP/IP ready
Contact Closures
· “D” connector
· Open collector
(see user manual for additional interface information)
Options
SNMP Interface
Allows full control and monitoring interface
over network connection. Compatible with HP
Openview™, IBM Netview™, CA Unicenter TNG™,
and other major software offerings.

Battery Bus Voltage 48 V or 72 V

150 East Huntington Drive
Monrovia, CA 91016
Ph (626)359-4486 Fax (626)305-0254
www.clary.com
SPO-09A3 USHA X Series
USHA X Series is the new generation of Ingrasys power management solution which allows network users for remote monitoring and control the power related products likely UPS through the Simple Network Management Protocol (SNMP,v1,v2,v3) platform or a web browser. USHA X Series is embedded and ideal technology, built with powerful hardware and capable to handle multiple open standards and meet the latest network requirements such as HTTPs, SSH v2 and SMTP.

USHA X Series;
IPV6 Supported
Support Radius and NTLM
USB Ports to support GPRS/GSM Mode, USB devices and wireless sensor Automatic events notification via email, short message (SMS), SNMP Trap Multiple server shutdowns to protect up to 250 servers/workstations from data loss due to power outage
Regularly records UPS parameters for statistical analysis and event diagnostics Central manage up to 1024 units USHA X Series by the provided CMC (IEC View)

SPO-09A3 USHA X Series Additional Info:

Memory NAND Flash 1GB 128M x 8 bit, DDRII SDROM 1 GB 64 M x 16 bit Network Auto-sense 10/100 Mbps Fast Ethernet
RTC Battery backup RTC
LAN Port RJ45 Connector
Serial Communication RJ45 for EMD Device x 1
USB USB-A Host
USB-B Device, mini USB for Console x 1
Dimension 65.8 x 60 x 19 mm L x W x H
Approval CE, FCC Class B
Network Protocol TCP/IP, SNTP, HTTP(s), SMTP, PPPoE, DDNS Client, SSH v2, SNMP v1, v2, v3, UNMP for shutdown daemon (Auto Safe Shutdown) Email SMTP Authentication (LOGIN, DIGEST-MDS, CRAM-MDS, NTLM), SMTP over TLS
UPS Protocol PPC Single phase, Megatec Protocol V2.7, Centralion (MT-PRO, Claire and Vigor), SEC 2.6, 3C3 UPS Series, Delta
Language English, Traditional Chinese, Simplified Chinese, Germen, Portuguese, Spanish, French, Italian, Turkish, Korean, Japanese, Russian, Thai and Polish
Operating Systems Supported
Microsoft Windows XP/2003, VISTA 7,8, Sever 2003, 2012, IBM_AIX 5.3; HP UX 10.2.11; FreeBSD 5~9, Fedora 3~17; Red Hat 6 6.3; Red Hat enterprise Linus (RHEL)4~6; Solaris SPARC O 7~10; Solaris SPARC P 7~10; Solaris SPARC 8~11; SUSE 11 12: Ubuntu 10 ~12:

VMware ESXi 5.1 5.5; VMware ESX 4 4.1; Mac 10.4~ 10.7; Citrix Xenserver 6.0; OpenFiler

2.3 CentOS 5.x6.x
Others; Linus shutdown via Web, Modbus over TCP/RS485, Neighbors Discover, BACHet Protocol, Support Digital Output (24V/1A) Support USB Storage, Set IP function on S/W

By-Pass Switches for SP-PD, SP1250LX By-Pass Switches for SP-PD, SP1250LX and SP2000LX Models and SP2000LX Models
SPD-302
The SPD-302 By-pass Switch provides the basic by-pass
capability for the SP-PD Series and the SP1250LX or
SP2000LX products. When in the By-pass mode the UPS
can be removed for upgrade or repair without effecting the operation of the intersection.

SPD-302A
The SPD-302A By-pass Switch provides the basic by-pass
capability for the SP-PD Series and the SP1250LX or
SP2000LX products. Additionally, a generator plug and
cable are provided to connect external generator AC
power sytems to the by-pass switch so that generator
power can be provided to the Traffic Cabinet via the UPS.

SPD-302B
The SPD-302B By-pass Switch provides the basic by-pass
capability for the SP-PD Series and the SP1250LX or
SP2000LX products. Additionally adding a single GFI
duplex plug with 15A circuit breaker for protected AC utility output. This output does not load the UPS system
SPD-302C
The SPD-302C By-pass Switch provides the basic by-pass
capability for the SP-PD Series and the SP1250LX or
SP2000LX products. Additionally adding the generator
plug, cable and the GFI duplex plug and circuit breaker.

Generator Dongle for SPD-302A and SPD-302C By-pass
Switch. Cable is included in the aforementioned model
numbers.

The Continuous Power Company™
Tel:800-442-5279 · Fax:626-305-0254 · www.clary.com
© 2018 Clary Corporation. Specifications subject to change without notice. 0318 Overview
The Outpost™ batteries are designed for deep cycle, extreme temperature applications. They have been field tested
and used for years in the traffic and ITS market as well as the US military. Operational from -40°C to +74°C (-40°F to +165°F). Available in 41, 51 & 105 Ampere-Hour (AH) ratings.

Outpost batteries are sealed lead acid batteries built using an advanced absorbed glass mat (AGM) construction with
microporous spun glass separators. The result is a highly reliable, non-spillable, maintenance-free battery usable in the most demanding applications. The casing is a copolymer polypropylene technology originally developed for military jet fighter applications where wide temperature range
performance is demanded. Positive plates—special lead
calcium. Includes models: OP72C‑41, OP96C‑41, OP72D‑51, OP96D‑51, OPB‑1241, OPB‑1251, OPB‑12105.

OutpostTM Batteries
Designed for deep cycle, extreme temperature applications Configurations
Model Voltage
(nominal)
AH Capacity
(20 hr rate)
System
Voltage
Estimated Runtime (hrs) at 25°C (77°F) Full Charge Weight per Battery
lb (kg)
Overall Dimensions
300 W 500 W 700 W 875 W 1000 W 1200 W 1400 W Length
in (mm)
Width
in (mm)
Height
in (mm)
OP48C
(4 batteries)
12 VDC 41 Ah
48 VDC 4.3 2.5 1.5 1.1
29 (13.2) 7.71
(195.9)

4.96 (126)

8.05 (204.4)
OP72C
(6 Batteries) 72 VDC 6.4 3.5 2.4 1.7
OP96C
(8 batteries) 96 VDC 8.8 5.2 3.5 2.8 2.5 1.9 1.6
OP48D
(4 batteries)
12 VDC 51 Ah
48 VDC 5 3.2 1.9 1.4
35 (15.9) 8.81
(224)

5.25 (133)

8.82 (224)
OP72D
(6 batteries) 72 VDC 8.3 4.4 3 2.2
OP96D
(8 batteries) 96 VDC 11 6.5 4.4 3.5 3.2 2.4 2
OP48E
(4 batteries)
12 VDC 105 Ah
48 VDC 12 7.3 4.6 3.5
64 (29) 12.86
(326.8)

6.58 (167.2)

8.79 (223.1)
OP72E
(6 batteries) 72 VDC 20.2 10.4 7.2 5.9
OP96E
(8 batteries) 96 VDC 26 17 10.8 8.5 7.6 5.9 5.4

REVISIONS
REV E..O f DESCRIPllON llAlE APPROIIED
NR 4110611 NEW Ra.EASE 8/12/04 J. REYES
A 412020 CHANGED DASH NUMBER 9/8/06 C. BOLDEN
B 412287 CHANGED SI.EEVING AND lUBING TO 1/2• 7/27/07 C. BOLDEN C 413254 ADDED -380 VERSION B.O.M. 9/18/10 C. BOLDEN
&
l-;;;::--t------if---/L------�M1-;-;-------�
50• -+1·
�� �

NOTES (UNLESS OTHERWISE SPECIFIEO)
! USE HOT KNIFE TO CUT SLEEVING (ITEM 1) TO PROTECT ENDS FROM FRAYING.

USE SHRINK TUBING TO PROTECT ENDS OF ITEM 1 FROM FRAYING. (2• EA) MATCH "A" WIRE END THRU. ITEM 1. MATCH •B• WIRE ENDS THRU. ITEM 1.

4. STANDARD LENGTH IS 5 FEET, SEE SALES ORDER FOR
L£NGTH CALL-OUTS. & JOINT SHALL BE GLUEO BY BOND 527 MULTI-PURPOSE CEMENT OR EQUIVAL£NT. &usE lY-RAP ABOUT 1/2" FROM END OF SLEEVING UNDER SHRINK TUBING. £1DENTIFY CABL£ ASS'f WITH PART NO., REV AND VENDORS I.D. &sEE TABULATION CHART
-o·
88°.£
+1·
-o·
DASH
NO.

VIEW A-A (lYP.)
ROTATED 90"

COTOGETHER NNECTOR BODIES SLIDE
AND LOCK.

LENGTH TABULATIONS
LENGTH ITEM 1
FT. o/b ITEM 8 ITEM 10
-60 VERSION SHOWN I -60 5' 60"/68" 70" 70"
-120 10' 120"/68" 130" 130"
-180 15' 180"/68" 190" 190"
-240 20' 240•/s8" 250" 250"
-300 25' 300"/68" 310" 310"
-360 30' 350• /68" 370" 370"
1-----+-----l
UNLfSS TOlERANCES OTHERWISE ARE: 5f'.EC1FI ��'-'--'--'--'--"=-.:+---=--'--= El�CLARY CORPORA TIO ---J 150 E. HUNTINGTON RD . MONROVIA CA. 91016 INCHES MI LUMElERES
-�
c� �
c� '-'==�---+-"�-----1 72V SYSTEM, PD-SERIES
1-----+------1 .xxx ± .010 .xx± .2s BATTERY CABLE ASSY
DO NOT SCA'� N>A\llltdr.: SP-19NQ -- "V• �� -mnuw PRQV. SIZ! ,SCU� .... NO. RI.V NEXT ASS< USED ON FINISH c. BOlOEN 9/18/10 D ;150 104-14387-X C DESIGN ACTMlY -NOTED- E.T.R&'NTRERAS 9/9/10 DU: SP-\SP)000CPl)--X\SP-PO HEr 1 OF 1

Vantage Apex® is the industry’s first 1080p HD video and 4D/HD radar sensor with integrated AI algorithms, making this fullfeatured multimodal detection system stand apart from anything on the market today.

Unique AI Algorithms for Detailed Vehicle
Detection and Object Classification
Built on the leading AI compute platform, Iteris’ AI video analytics identifies objects based on machine learning using Iteris’ extensive image library and high performing neural network algorithms. This enables incredible precision and detailed classification of many different vehicle types and vulnerable road users such as pedestrians and cyclists.

High-Definition Video for Unmatched Clarity
Full HD video streaming using 1080p cameras results in ultracrisp-vision with unmatched depth and clarity of traffic at your intersections. Gain crystal-clear viewing in your traffic management center or remotely on mobile devices via the Iteris Video Viewer app.

Complete Multimodal Detection in a Single
System
Using forward-fire radar technology, to virtually eliminate occlusion, this hybrid sensor uses industry-leading 4D/HD radar technology with a field of view exceeding 600 feet.

Vantage Apex®
Rack Mount CI
AI-powered HD video
and radar detection
in a single sensor
Hybrid video/radar sensor provides the most
complete data set for signal performance
measures & adaptive systems
1080p high-definition video for
brilliant display at the traffic
management center
Industry-leading detection and
tracking, powered by the latest
artificial intelligence (AI) algorithms
Optimized for 332/Caltrans type cabinets

Connections Terminal Block
Communications Ethernet over Power line
Ingress Protection IP 67
Power Voltage – 48VDC
Consumption: Camera Only - 15W (Max)
Hybrid - 25W (Max)
Dimensions
(Excluding
Mounting Bracket)
Camera Only – 16” (406mm) D x 6.25” (159mm)
W x 7” (178mm) H
Hybrid - Physical 17” (432mm) D x 15” (381mm)
W x 14” (356mm) H
Weight Camera Only – 5lbs (2.3kg)
Hybrid – 10lbs (4.55kg)
iteris.com
The Vantage Apex sensor enables decision-zone safety
functions, collision avoidance and advanced lane-by-lane detection that delivers precise traffic detection and data.

The Ideal Sensor for Advanced Traffic Applications
Vantage Apex improves efficiency and responsiveness by
providing real-time, accurate and robust detection data streams that feed into any adaptive control system.

Additional Benefits
• Connected vehicle ready – provide safety alerts to
vehicles with Iteris’ Vantage CV™ platform.
• Includes SmartCycle® and PedTrax® for bicycle and
pedestrian detection and counting.
• Embedded ‘mouse and monitor’ setup in addition to
Laptop or remote setup.
• Easy installation – Works with most 3-conductor, shielded Cat-5e or Shielded Cat-6 cables.

ISO 9001:2015 certified.

Copyright © 2024 Iteris, Inc. All rights reserved.

NOTICE: Iteris, Inc. reserves the right to change product specifications without notice. Information furnished is for informational purposes only. This information may not be complete or the latest revision. For the most up-to- date information, please contact Iteris, Inc. • Comprehensive on-screen display includes many features for instant monitoring of system.
• Flexibility – choose from either a hybrid video and radar sensor option or a video-only sensor option.
• VantageCare™ eligible – compatible with the VantageCare detection health monitoring service.
• Fully compatible with Iteris’ ClearGuide® Signals and VantageLive!®, as well as other third-party web and
mobile-based traffic measurement applications.

August 2024 Rev2
Specifications
Environmental
Temperature -35oF to +165oF (-34oC to +74oC)
Humidity 0% to 95% non-condensing
Vibration 0.5G, 3 axes, 5-30Hz
Shock 10G in all 3 axes
Regulatory NEMA TS-2
FCC Part15, Class A
Warranty 3 Years limited warranty
Imager 1080P 30FPS
1 Lux Minimum Illumination
3D-DNR Noise Reduction
Lens Lens 12x Optical Zoom
Focal Length 5.4o tele to 50.7o wide
Dynamic Range > 100dB
Heater Indium Tin Oxide

SYSTEM - GENERAL

SENSOR HEAD - GENERAL
19” RACK MOUNT CCU

SENSOR HEAD - RADAR

SENSOR HEAD - CAMERA
Configuration Up to 4 sensors
Communications Ethernet
USB x4
SDLC
EMBUS
Cabinet Interface
(CI) Dimensions 19” (483mm) D x 14” (356mm) W x 3.5” (80mm) H Frequency 24GHz (K-Band)
Accuracy Speed 0 to 150mph ±1mph (0 to 240kph ±1.5kph)
Tracked Objects Up to 64
Video-only
sensor option

APPENDIX “D”

PROJECT SIGN



K4F:NAJN
4**:>NNI4:)N
8N14 926
WHITTIER BOULEVARD AND 6TH

STREET TRAFFIC SIGNAL PROJECT
&BKN4# .41B  **4 &BKN4F1&*N
>-
4:N. * 1
MNN.L4:N
$!5;$&2NC/5NN.4:N7:4NB .N
:&N*41M4NN6G3&+0"0"<NN
>:* BN7 :*BNN4F1&*. . :N

1& ** N:4. :4NN4F1&*. . :
:F*N-: MNN&BKN.1% :N
>E:BN
B N_____________N

#T+PRL)S2Y 

Y >TB:DTBY ELD2MPY

Y !)/:TQY *DSY
;B2DP;EDPY

 

 FO03OY F@FOY >T2Y V3O@GWY <>CY )-=6LETD/Y 
>T2Y A2SS2MY "3SMH[email protected];V2Y E>ELY UC,3OY F@FOY >T2Y $933R;D7Y
L:)>Y #TJJENSY 8)DD2?Y
EL;XEDR)?Y

A Y '2MR;-)@Y

(2@121Y M)B2Y

&K2Y
'Y M)4R2MY %<BY
Y IR2

APPENDIX “E”
PROJECT LABOR AGREEMENT NO. 4202

AGREEMENT NO. 4202 – LOS ANGELES/ORANGE

COUNTIES BUILDING AND CONSTRUCTION

TRADES COUNCIL AND THE SIGNATORY CRAFT

COUNCILS AND UNIONS

Print Form
Revised 2011
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): City of Montebello P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
1600 W. Beverly Boulevard
Montebello, CA 90640
County of: Los Angeles (Address)
Project Title: CP-926 Traffic Signal Whittier Boulevard and 6th Street Project Applicant: City of Montebello
Project Location - Specific: Traffic signal at Whittier Boulevard and 6th Street Project Location – City: Montebello Project Locations – County: Los Angeles Description of Nature, Purpose and Beneficiaries of Project: New traffic signal, asphalt pavement rehabilitation, street resurface and enhanced American with Disabilities Act (ADA) accessibility path of travel.

Name of Public Agency Approving Project: City of Montebello Name of Person or Agency Carrying Out Project: Cesar Roldan, Director of Public Works Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a)); Emergency Project (Sec. 21080(b)(4); 15269(b)(c)); Categorical Exemption. State type and section number: 15301 Class 1 Statutory Exemptions. State code number:

Reasons why project is exempt: The proposed project is categorically exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption. Section 15301 (Class 1) exempts from CEQA minor alterations to existing facilities, such as a proposed traffic signal installation, which is categorically exempt under CEQA section 15301(c). The application of this categorical exemption is not barred by any of the exceptions set forth in section 15300.2. The project is not expected to have any significant impact with regards to traffic, noise, air quality, or water quality Lead Agency
Contact Person: Cesar Roldan Area Code/Telephone/Extension: 323-887-1462 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: Date: August 14, 2025 Title: Director of Public Works Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.

Attachment C

ITEM # 11

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works
SUBJECT: AWARD CONSTRUCTION CONTRACT AGREEMENT NO. 4371 TO

CEM CONSTRUCTION CORPORATION FOR THE DOWNTOWN
SEWER REPLACEMENT PROJECT (CP 919)
DATE: August 13, 2025
RECOMMENDATIONS:

It is recommended that the City Council:

1. Award Agreement No. 4371 to CEM Construction Corporation for the Downtown Sewer Replacement (CP 919) as the most responsive, responsible bidder in the amount of $4,474,207 payable from Account No. 263-30-340-6040.45 (Sewer Infrastructure, Public Works, Sewer Operations, Contract Services Sewer Maintenance) and 215-99-7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way);

2. Approve a 10% construction contingency of $447,421 payable from Account No. 215-99-7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way); and

3. Amend the adopted Fiscal Year 2025-26 budget by increasing appropriations by $2,821,627 in Account No. 215-99-7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way); and

4. Authorize the City Clerk’s Office to release all other bidders’ bid bonds; and

5. Authorize the City Manager to execute the construction contract agreement (attached hereto in substantial form) and all applicable change orders in good faith.

6. Take such additional, related action that may be desirable.

FISCAL IMPACT:

Staff recommend awarding Agreement No. 4371 to CEM Construction Corp as the most

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 13, 2025

responsive and responsible bidder in the amount of $4,474,207. Additionally, a 10% construction contingency of $447,421 is requested in the event of any unforeseen unaccounted costs, risks, events, or changes in scope that may affect the project’s cost over the course of its life, bringing the total contract award amount to $4,921,628 payable from Account No. 263-30-340-6040.45 (Sewer Infrastructure, Public Works, Sewer Operations, Contract Services Sewer Maintenance) and 215-99-7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way).

The adopted Fiscal Year 2025-26 Capital Improvement Program (CIP) budget allocated the necessary funds for this project under Sewer Infrastructure (Fund 263) in the amount of $2,100,000. The remaining necessary funding in the amount of $2,821,627 will be appropriated from Proposition C (Fund 215). Staff request the Fiscal Year 2025-26 budget be amended by increasing appropriations by $2,821,627 in Account No. 215-99- 7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way).

Additionally, staff request authorization for the City Manager to execute all contract change orders that are approved and negotiated in good faith by the Director of Public Works and the construction manager.

BACKGROUND/DISCUSSION:

On June 11, 2025, the City Council authorized staff to advertise the Notice Inviting Bid (NIB) for the project. Staff identified the replacement of deteriorated cement sewers in the downtown area as a priority infrastructure project. The project consists of the replacement of 5,100 linear feet of cement sewer in the City’s downtown area along Whittier Boulevard between Montebello Boulevard and the west City limits, including the alleyways north and south of Whittier Boulevard.

Due to the increase in population and development in that area, the sewer in its current state will not be able to handle the capacity. The typical life span of a cement sewer is between 50-75 years, and the pipes in this area are over 80 years old. As cement sewers age, they begin to crack, corrode, and sometimes completely fail. This can happen due to many factors: poor materials, lack of regular maintenance, or the weight of trucks driving on them constantly.

Staff met with the Chamber of Commerce in August of 2025 to inform the members of the potential impact of the project. A well-structured public outreach campaign to inform the downtown business of the impending project throughout the corridor is of the utmost importance, as collaboration is needed both during normal business hours and coordination after hours.

The NIB was published on June 12, 2025, in a newspaper of general circulation. Bidders accessed the contract specifications via PlanetBids. A total of eight (8) bids were received electronically via PlanetBids on July 16, 2025. The following is the tabulation based on the order of when the bids were received:

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 13, 2025

Contractors Bid Totals
1 CEM Construction Corp $4,474,206.50
2 KEC Engineering $5,185,000.00
3 Mladen Buntich Construction Company $5,189,440.00
4 VSI Technologies $5,691,339.90
5 Mike Bubalo Construction Co, Inc. $5,968,950.00
6 Excel Paving $5,984,764.00
7 Toro Enterprises, Inc. $6,301,204.30
8 Lonerock, Inc. $6,609,860.00
The bid analysis was conducted to ensure that the most responsive, responsible bid met all state and local requirements. Based on the review and analysis, staff’s recommendation is to award CEM Construction Corp the construction contract agreement (Attachment A) as the most responsive, responsible bidder. The remaining bid proposals are available in the City Clerk’s Office for review and the itemized bid results for comparative analysis are included in Attachment B.

ENVIRONMENTAL:

N/A
ANALYSIS:

N/A
SUMMARY:

Staff recommend the City Council approve Agreement No. 4371 to CEM Construction for the Downtown Sewer Replacement Project (CP 919); and approve a 10% construction contingency of $447,421 payable from Account No. 215-99-7117 (Proposition C, NonDepartmental, Improvements Other Than Building – Paving the Way); and Amend the adopted Fiscal Year 2025-26 budget by increasing appropriations by $2,821,627 in Account No. 215-99-7117 (Proposition C, Non-Departmental, Improvements Other Than Building – Paving the Way); authorize the City Clerk's Office to release all-other bidders' bonds; and authorize the City Manager to execute the agreement and applicable change orders in good faith.

ATTACHMENT(S)

1. Attachment A - Agreement No. 4371 CEM Construction Corp

2. Attachment B - C.P. No. 919 - Downtown Sewer Project Bid Results