Agenda packet — San Jacinto City Council, March 3, 2026 (part 2 of 3)

CONTRACT PRICE.

The City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of
______________________________________________________________________ Dollars ($_________________________________). Payment shall be made as set forth in the General Conditions. The City will pay to Contractor compensation based upon the prices set forth in the Bid Schedule.

LIQUIDATED DAMAGES.

4.1.c
Packet Pg. 241 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
D-2 00 52 13 – CONTRACT FOR CONSTRUCTION
liquidated damages and not as a penalty or forfeiture. This Article does not exclude recovery of other damages specified in the Contract Documents. Liquidated damages may be deducted from progress payments due Contractor, Project retention or may be collected directly from Contractor, or from Contractor's surety. These provisions for liquidated damages shall not prevent the City, in case of Contractor's default, from terminating the Contractor.

Consistent with Public Contract Code Section 7102, Contractor will be compensated for damages incurred due to delays for which the City is responsible. The parties agree that determining Contractor’s exact delay damages is and will continue to be impracticable and extremely difficult.

As such, for each calendar day in excess of the Contract Time, the City shall pay to the Contractor $5,000 per day as reverse liquidated damages and not as ap penalty or forfeiture. Such amount shall constitute the only payment allowed for any City caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays. Notice of requests for delay damages and additional days shall be provided to the City within five (5) Days from the discovery of the circumstances giving rise to any delay or three (3) Days from the discovery of any latent or subsurface conditions giving rise to a delay.

COMPONENT PARTS OF THE CONTRACT.

The “Contract Documents” include the following:

Notice Inviting Bids
Instructions to Bidders
Bid Forms
Bid
Bid Schedule
Bid Security
Designation Of Subcontractors
Bidder Information and Experience Form
Non-Collusion Declaration Form
Iran Contracting Act Certification
Public Works Contractor DIR Registration Certification
Executive Order N-22 Certification
Fleet Compliance Certification
Performance Bond
Payment (Labor and Materials) Bond
Contract for Construction
General Conditions
Special Conditions
Specifications
Addenda
Construction Plans and Drawings
Standard Specifications for Public Works Construction “Greenbook”, latest edition Applicable Local Agency Standards and Specifications, as last revised Reference Specifications
Approved and fully executed Change Orders
Permits
Any other documents contained in or incorporated into the Contract ADDENDUM 1

4.1.c
Packet Pg. 242 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
D-3 00 52 13 – CONTRACT FOR CONSTRUCTION
The Contractor shall complete the Work in strict accordance with all of the Contract Documents.

All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. In the event of conflict, the various Contract Documents will be given effect in the order set forth in the General Conditions. This Contract shall supersede any prior agreement of the parties.

PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE.

Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work.

INDEMNIFICATION.

Contractor shall provide indemnification and defense as set forth in the General Conditions.

RECORD RETENTION
The Contractor shall maintain accounts and records as set forth in the General Conditions.

PREVAILING WAGES.

Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at the City or may be obtained online at http://www.dir.ca.gov and which must be posted at the job site.

EXAMINATION OF PLANS, SPECIFICATIONS, PROVISIONS, & PROJECT SITE Contractor shall follow the provisions set forth in Article 3 of the Instructions to Bidders. No information derived from inspection of records or investigations or compilations of same made by the City will in any way relieve the Contractor from his or her obligations under the Contract Documents nor entitle the Contractor to any additional compensation. The Contractor will not and agrees not to make any claims against the City based upon ignorance or misunderstanding of any condition of the work site or of the requirements set forth in the Contract Documents.

FALSE CLAIMS.

Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that the False Claims Act, California Government Code sections 12650, et seq., provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include within their scope false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. In the event the City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorneys’ fees. Contractor hereby acknowledges that the filing of a false claim may the Contractor to an administrative debarment proceeding wherein Contractor may be prevented from further bidding on public contracts for a period of up to five (5) years. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
[SIGNATURES ON FOLLOWING PAGE]
ADDENDUM 1

4.1.c
Packet Pg. 243 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
D-4 00 52 13 – CONTRACT FOR CONSTRUCTION
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.

CITY OF SAN JACINTO
By:

Robert A. Johnson
City Manager
ATTEST:

By:

Julia Espinoza
City Clerk
APPROVED AS TO FORM:

By:

Best Best & Krieger LLP
City Attorney
_____________________________________
Company Name
By:

Signature of President or Authorized Signee
Its:___________________________________
Title of Signee
Printed Name:

Phone Number: ________________________
Email: ________________________________
If Corporation, Two Signatures are Required
(1) President or Vice President
(1) Secretary or Treasurer
By:

Signature of Secretary or Treasurer
Its:

Title of Signee
Printed Name:
____________________________________
Contractor’s License Number & Classification
____________________________________
DIR Registration Number
CONTRACTOR’S SIGNATURE MUST BE NOTARIZED AND CORPORATE SEAL AFFIXED, IF APPLICABLE.

Note: The Notary Acknowledgment must specify that the signer of the Contract is authorized to execute the Contract.

END OF CONTRACT FOR CONSTRUCTION
ADDENDUM 1

4.1.c
Packet Pg. 244 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
D-5 00 52 13 – CONTRACT FOR CONSTRUCTION
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, 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 of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT  Individual
 Corporate Officer
Title(s) Title or Type of Document
 Partner(s)  Limited
 General Number of Pages
 Attorney-In-Fact
 Trustee(s)
 Guardian/Conservator Date of Document
 Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
ADDENDUM 1

4.1.c
Packet Pg. 245 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-1 00 61 13 – BOND FORMS
00 61 13 – BOND FORMS

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of San Jacinto, with its principal place of business at 595 San Jacinto Ave, San Jacinto, CA 92583, (hereinafter referred to as the “City”) has awarded to ____________________________, (hereinafter referred to as the “Contractor”) an agreement for ESPLANADE AVENUE WIDENING PHASE 1 WARREN ROAD TO SANDERSON AVENUE (hereinafter referred to as the “Project”);
WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, ________________________________, the undersigned Contractor, and ________________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ________________________________ Dollars, ($________________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney’s fees, incurred by the City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by the City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship.

4.1.c
Packet Pg. 246 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-2 00 61 13 – BOND FORMS
The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder 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 Contract Documents or to the Project .
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
[SIGNATURES ON FOLLOWING PAGE]

4.1.c
Packet Pg. 247 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-3 00 61 13 – BOND FORMS
IN WITNESS WHEREOF, we have hereunto set our hands and seals this ___________ day of ______________, 20___.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is ______________ per thousand. The total amount of premium charges is $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety ___________________________________________ and Agent or Representative for
service of process in California)
NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

4.1.c
Packet Pg. 248 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-4 00 61 13 – BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

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 of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.

4.1.c
Packet Pg. 249 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-5 00 61 13 – BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

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 of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of Attorney to local representatives of the bonding company must also be attached.

END OF PERFORMANCE BOND

4.1.c
Packet Pg. 250 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-6 00 61 13 – BOND FORMS
PAYMENT BOND (LABOR AND MATERIALS).

KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, the City of San Jacinto, with its principal place of business at 595 San Jacinto Ave, San Jacinto, CA 92583 (hereinafter designated as the “City”), has awarded to ________________________, (hereinafter designated as the “Principal”) an agreement for ESPLANADE AVENUE WIDENING PHASE 1 WARREN ROAD TO SANDERSON AVENUE , (hereinafter referred to as the “Project”);
WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________, as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code section 9100, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating

4.1.c
Packet Pg. 251 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-7 00 61 13 – BOND FORMS
to the furnishing of labor, materials, or equipment therefore, 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 or work of improvement herein above described, nor by any rescission or attempted 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 by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or the City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract to be performed thereunder, 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 Contract, including but not limited to, the provisions of Sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. A Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto.

4.1.c
Packet Pg. 252 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-8 00 61 13 – BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

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 of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal.

4.1.c
Packet Pg. 253 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
E-9 00 61 13 – BOND FORMS
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

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 of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

END OF PAYMENT BOND

4.1.c
Packet Pg. 254 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-1 00 72 00 – GENERAL CONDITIONS
00 72 00 – GENERAL CONDITIONS
ARTICLE 1 -TERMS; DEFINITIONS

1.1 Defined Terms.

A. Whenever used in the Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined below, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms.

1. Act of God – An earthquake of magnitude of 3.5 or higher on the Richter scale or a tidal wave.

2. Addenda -- Written or graphic instruments issued prior to the submission of Bids which clarify, correct, or change the Contract Documents.

3. Additional Work -- New or unforeseen work will be classified as “Additional Work” when the Engineer determines that it is not covered by the Contract.

4. Applicable Laws -- The laws, statutes, ordinances, rules, codes, regulations, permits, and licenses of any kind, issued by local, state or federal governmental authorities or private authorities with jurisdiction (including utilities), to the extent they apply to the Work.

5. Bid -- The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices and other terms for the Work to be performed.

6. Bid Security -- The bid bond, cashier’s check, or certified check to be made by the Bidder, which is to accompany the Bid as a guaranty of good faith to enter into a written contract.

7. Bidder -- The individual or entity who submits a Bid directly to the City.

8. Change Order (“CO”) -- A document that authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Contract, in accordance with the Contract Documents and in the form contained in the Contract Documents.

9. Change Order Request (“COR”) -- A request made by the Contractor for an adjustment in the Contract Price and/or Contract Times as the result of a Contractor-claimed change to the Work.

10. Contract -- The entire integrated written agreement between the City and Contractor concerning the Work. “Contract” may be used interchangeably with “Agreement” in the Contract Documents. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral, and includes all Contract Documents.

4.1.c
Packet Pg. 255 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-2 00 72 00 – GENERAL CONDITIONS

11. Contract Documents -- The documents listed in Section 00 52 13, Article 5 of the Contract for Construction. Some documents provided by the City to the Bidders and Contractor, including but not limited to reports and drawings of subsurface and physical conditions are not Contract Documents.

12. Contract Price -- Amount to be paid by the City to the Contractor as full compensation for the performance of the Contract and completion of the Work, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs.

13. Contract Time -- The number of days or the dates stated in the Contract Documents to: achieve defined milestones, if any; and to fully complete the Work.

14. Contractor -- The individual or entity with which the City has contracted for performance of the Work.

15. Critical Supply Shortage -- An unusual shortage in materials that is (a) supported by documented proof that Contractor made every effort to obtain such materials from all available sources; (b) such shortage is due to the fact that such materials are not physically available from single or multiple sources or could have been obtained only at exorbitant prices entirely inconsistent with current and standard rates taking into account the quantities involved and the usual industry practices in obtaining such quantities; and (c) such shortages and the difficulties in obtaining alternate sources of materials could not have been known or anticipated by Contractor at the time it submitted its bid or entered the Contract. Market fluctuations in prices of materials, whether or not resulting from a Force Majeure Event, does not constitute a Critical Supply Shortage.

16. Day -- A calendar day of 24 hours measured from midnight to the next midnight.

17. Defective Work -- Work that is unsatisfactory, faulty, or deficient; or that does not conform to the Contract Documents; or that does not meet the requirements of any inspection, reference standard, test, or approval referenced in the Contract Documents.

18. Drawings -- That part of the Contract Documents prepared by of the Engineer of Record which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor Submittals are not Drawings as so defined.

19. Effective Date of the Contract -- The date indicated in the Contract on which it becomes effective, but if no such date is indicated, it means the date on which the Contract is signed and delivered by the last of the two parties to sign and deliver.

20. Engineer -- Whenever not qualified, shall mean the City Engineer or the Engineer authorized to act for and in behalf of the City, acting either directly or through properly authorized agents, such agents acting severally within the scope of the particular duties entrusted to them.

21. Engineer of Record -- The individual, partnership, corporation, joint venture, or other legal entity that prepares the Drawings.

4.1.c
Packet Pg. 256 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-3 00 72 00 – GENERAL CONDITIONS

22. Force Majeure Event -- An event that materially affects a party’s performance and is one or more of the following: (1) Acts of God or other natural disasters occurring at the Site; (2) terrorism or other acts of a public enemy; (3) orders of governmental authorities (including, without limitation, unreasonable and unforeseeable delay in the issuance of permits or approvals by governmental authorities that are required for the Work); (4) pandemics, epidemics or quarantine restrictions; (5) strikes and other organized labor action occurring at the Site and the effects thereof on the Work, only to the extent such strikes and other organized labor action are beyond the control of Contractor and its Subcontractors, of every tier, and to the extent the effects thereof cannot be avoided by use of replacement workers; and (6) a Critical Supply Shortage. For purposes of this section, “orders of governmental authorities,” includes ordinances, emergency proclamations and orders, rules to protect the public health, welfare and safety, and other actions of the City in its capacity as a municipal authority.

23. Hazardous Waste -- The term “Hazardous Waste” shall have the meaning provided in Section 104 of the Solid Waste Disposal Act (42 U.S.C. § 6903) as amended from time to time, or any substance or material identified as hazardous under any state or federal statute governing handling, disposal and/or cleanup of any such substance or material, whichever is more restrictive.

24. Holiday – Holidays occur on:

New Year’s Day - January 1
Martin Luther King Day – Third Monday in January
President’s Day – Third Monday in February
Memorial Day - Last Monday in May
Independence Day - July 4
Labor Day - First Monday in September
Veteran’s Day - November 11
Thanksgiving Day - Fourth Thursday in November
Friday after Thanksgiving
Christmas Eve – December 24
Christmas Day - December 25
New Year’s Eve – December 31
If any Holiday listed above falls on a Saturday, Saturday and the preceding Friday are both Holidays. If the Holiday should fall on a Sunday, Sunday and the following Monday are both Holidays.

25. Notice of Award -- The written notice by the City to the successful Bidder stating that upon timely compliance by the successful Bidder with the conditions precedent listed therein, the City will sign and deliver the Contract.

26. Notice of Completion -- The form which may be executed by the City constituting final acceptance of the Project.

27. Notice to Proceed -- A written notice given by the City to Contractor fixing the date on which the Contractor may proceed with the Work and when the Contract Time will commence to run.

4.1.c
Packet Pg. 257 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-4 00 72 00 – GENERAL CONDITIONS

28. Project -- The total construction of which the Work to be performed under the Contract Documents, may be the whole, or a part.

29. Record Drawings – The record set of as-builts prepared by the Contractor during the Work in accordance with the requirements of the General Conditions.

30. Recyclable Waste Materials -- Materials removed from the Site which are required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include, but are not limited to, asphalt, concrete, brick, concrete block, and rock.

31. Sample -- A physical example furnished by the Contractor to illustrate materials, equipment or workmanship; to establish standards by which the Work will be judged.

32. Schedule of Submittals -- A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to facilitate scheduled performance of related construction activities.

33. Shop Drawings -- All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work.

34. Site -- Lands or areas indicated in the Contract Documents as being furnished by the City upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by the City which are designated for the use of Contractor.

35. Specifications -- That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto.

36. Subcontractor -- An individual or entity other than a Contractor having a contract with any other entity than the City for performance of any portion of the Work at the Site.

37. Submittal -- Written and graphic information and physical samples prepared and supplied by the Contractor demonstrating various portions of the Work.

38. Supplier -- A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment used in the performance of the Work or to be incorporated in the Work.

39. Underground Facilities -- All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

4.1.c
Packet Pg. 258 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-5 00 72 00 – GENERAL CONDITIONS

40. Unit Price Work -- Work to be paid for on the basis of unit prices as provided by the Contractor in its Bid or as adjusted in accordance with the Contract Documents.

41. Warranty -- A guarantee provided to the City by the Contractor that the Work will remain free of defects and suitable for its intended use for the period required by the Contract Documents or the longest period permitted by the law of this state, whichever is longer.

42. Work -- The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents.

1.2 Terminology.

A. The words and terms below are not defined but, when used in the Contract Documents, have the indicated meaning.

1. The word “furnish,” when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition.

2. The word “install,” when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

3. The words “perform” or “provide,” when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use.

4. Regardless of whether “furnish,” “install,” “perform,” or “provide” is used in connection with services, materials, or equipment, an obligation of Contractor is implied.

B. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning.

ARTICLE 2 -PRELIMINARY MATTERS

2.1 Delivery of Contract Documents.

A. Within ten (10) Days after receipt of the Notice of Award and before the City will execute the Contract, the Contractor shall furnish and file with the City a signed Contract and the necessary performance bond, payment bond, and certificates of insurance and endorsements, as well as any other documents specified in the Contract Documents.

4.1.c
Packet Pg. 259 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-6 00 72 00 – GENERAL CONDITIONS

2.2 Bonds.

A. Contractor shall submit the bonds on the forms provided with the Contract Documents, duly executed by a responsible corporate surety admitted to transact surety business in the State of California, as defined in Code of Civil Procedure section 995.120, and listed in the United States Department of the Treasury circular entitled "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies," authorized to do business in the State of California and acceptable to the City conditioned upon the faithful performance by the Contractor of all requirements of the Contract Documents. Each of the bonds shall be in a sum no less than one hundred percent (100%) of the Contract Price. Bonds shall be delivered to the City within ten (10) Days after receipt of the Notice of Award and before execution of the Contract by the City.

2.3 Evidence of Insurance.

A. Prior to commencing any Work but no later than ten (10) Days after receipt of the Notice of Award, the Contractor shall submit or cause to be submitted any and all certificates of insurance and endorsements, showing that the Contractor has the required insurance, to the attention of the City. Such insurance is to be provided at the sole cost and expense of the Contractor. No Work shall be performed until all of the required insurance has been received and approved.

2.4 Execution of the Contract.

A. Upon receipt of the required documents, the City will execute the Contract, establishing the Effective Date of the Contract.

2.5 Contractor’s Failure to Perform.

A. Should Contractor fail to comply with timelines provided above, the City shall retain the right to enforce and collect on the Contractor’s Bid Security, rescind award to the Contractor and award the Contract to the next lowest responsible Bidder providing a responsive Bid as determined by the City. If the City elects to accept bonds and insurance submitted late, the Contract Time will begin to run as of the date stated in the Notice to Proceed. However, the number of Days beyond the original ten (10) Days it took to receive the properly executed Contract and related items may be deducted from the Contract Time.

2.6 Commencement of Contract Times; Notice to Proceed.

A. The City will not issue a Notice to Proceed until after the Effective Date of the Contract. Work shall commence within ten (10) Days of the date stated in the Notice to Proceed. The Contract Time begin to run on the date specified in the Notice to Proceed. No Work shall be done at the Site prior to the issuance of the Notice to Proceed.

4.1.c
Packet Pg. 260 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-7 00 72 00 – GENERAL CONDITIONS

2.7 Copies of Documents.

A. Contractor will be furnished, free of charge, copies of the Contract Documents.

Contractor shall maintain a clean, undamaged set of Contract Documents, including Submittals, at the Project site.

2.8 Substitution Requests, Schedule of Submittals, and Schedule.

A. Substitution Requests. Within thirty-five (35) Days of Contract award (unless otherwise specified in the Contract Documents), Contractor shall provide all substitution requests as further described in the General Conditions.

B. Schedule of Submittals. Within ten (10) Days after the issuance of the Notice of Proceed (unless otherwise specified in the Contract Documents), Contractor shall submit to the City a Schedule of Submittals that conforms with the requirements of the Contract Documents.

C. Schedule. Within ten (10) Days after the issuance of the Notice to Proceed (unless otherwise specified in the Contract Documents), the Contractor shall submit a construction schedule that conforms with the requirements of the Contract Documents.

2.9 Preconstruction Meeting; Designation of Authorized Representatives.

A. Before any Work at the Site is started, a meeting attended by the City, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to herein, procedures for handling Submittals and Shop Drawings, processing applications for payment, and maintaining required records. At this meeting the City and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party.

2.10 Mobilization.

A. When a bid item is included in the Bid Schedule for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no bid item is provided for mobilization payment for such costs will be deemed to be included in the other items of the Work.

B. Payment for mobilization based on the lump sum provided in the Bid Schedule, shall constitute full compensation for all such Work. The lump sum price provided for mobilization shall not be more than 5% of the Total Bid Price. No payment for mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under mobilization shall include, but shall not be limited to, the following principal items:

1. Obtaining and paying for all bonds, insurance, and permits.

4.1.c
Packet Pg. 261 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-8 00 72 00 – GENERAL CONDITIONS

2. Moving on to the Project Site of all Contractor’s plant and equipment required for the first month’s operations.

3. Installing temporary construction power, wiring, and lighting facilities, as applicable.

4. Establishing fire protection system, as applicable.

5. Developing and installing a construction water supply, as applicable.

6. Providing and maintaining the field office trailers for the Contractor, if necessary, and the Engineer, if specified, complete, with all specified furnishings and utility services.

7. Providing on-site sanitary facilities and potable water facilities as specified per CalOSHA and these Contract Documents.

8. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.

9. Arranging for and erection of Contractor’s work and storage yard.

10. Posting all OSHA required notices and establishment of safety programs per CalOSHA.

11. Full-time presence of Contractor’s superintendent at the job Site as required herein.

12. Submittal of construction schedule, Submittals, and Shop Drawings as required by the Contract Documents.

ARTICLE 3 -CONTRACT DOCUMENTS; INTENT

3.1 Examination of Drawings, Specifications, and Site of Work.

A. Examination of Contract Documents; Site. Before commencing any portion of the Work, Contractor shall again carefully examine all applicable Contract Documents, the Project Site, and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict, or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any Subcontractor proceed with Work if uncertain as to the applicable requirements.

4.1.c
Packet Pg. 262 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-9 00 72 00 – GENERAL CONDITIONS
B. Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict, or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.

C. Quality of Parts, Construction and Finish. All parts of the Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish.

D. Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all Applicable Laws, the Engineer may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor’s expense.

3.2 Intent of Contract Documents.

A. The Contract Documents are complementary; what is required by any one will be binding as if required by all. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to the City.

B. The Contractor shall furnish, unless otherwise provided in the Contract Documents, all materials, implements, machinery, equipment, tools, supplies and labor necessary to the prosecution and completion of the Project. If utilities to equipment/fixtures are not shown but are necessary to operate the equipment/fixtures, the utilities service installation is considered to be part of the Work. The implied Work will conform to the appropriate sections of the Contract Documents.

C. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing Work among Subcontractors or in establishing the extent of Work to be performed by any trade.

D. Clarifications and interpretations of the Contract Documents shall be issued by the Engineer as provided in these General Conditions.

3.3 Reference Standards.

A. Standards, Specifications, Codes, Laws, and Regulations.

1. Reference to federal specifications, federal standards, other standards, specifications, manuals, or codes of any technical society, organization, or association, or to Applicable Laws, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Applicable Laws in effect at the time of opening of Bids (or on the Effective Date of the Contract if there were no Bids), except as may be otherwise specifically stated in the Contract Documents.

4.1.c
Packet Pg. 263 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-10 00 72 00 – GENERAL CONDITIONS

2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of the City, Contractor, or any of their Subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to the City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents.

3.4 Reporting and Resolving Discrepancies; Order of Precedence.

A. Reporting Discrepancies. The Contract Documents are intended to be fully cooperative and complementary. Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements.

Contractor shall promptly report in writing to the City any conflict, error, ambiguity, or discrepancy which Contractor discovers, should have discovered, or has actual knowledge of, and shall obtain a written interpretation or clarification from the City before proceeding with any Work affected thereby. If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (i) any Applicable Law, (ii) any standard, specification, manual, or code, or (iii) any instruction of any Supplier, then Contractor shall promptly submit a written Request for Information (RFI) to the City. Contractor shall not proceed with the Work affected thereby (except in an emergency) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in the Contract Documents, and any Work performed by Contractor before receipt of an amendment or supplement shall be at Contractor’s own risk.

B. Order of Precedence:

1. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
a. Permits from other agencies as may be required by law b. Change Orders, most recent first
c. Addenda, most recent first
d. Contract
e. Special Conditions
f. Technical Specifications
g. Construction Plans and Drawings(Drawings)
h. General Conditions
i. Instructions to Bidders
j. Notice Inviting Bids
k. Applicable Local Agency Standards and Specifications l. Standard Specifications for Public Works Construction “Greenbook” latest edition
m. Standard Drawings
n. Contractor’s Bid (Bid Forms)
o. Reference Documents

4.1.c
Packet Pg. 264 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-11 00 72 00 – GENERAL CONDITIONS

2. With reference to the drawings the order of precedence shall be as follows:
a. Figures govern over scaled dimensions
b. Detail drawings govern over general drawings
c. Addenda/Change Order drawings govern over Drawings
d. Drawings govern over Standard Drawings
e. Drawings govern over Shop Drawings

3. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard, higher quality and most expensive shall always apply.

3.5 Amending and Supplementing Contract Documents.

A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof only by Change Order or written amendment to the Contract duly executed by the parties.

B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized at no cost to the City, by one or more of the following ways:

1. The City’s review of a Submittal, Shop Drawing, Sample or substitution request without exception (subject to the provisions of the Contract Documents); or

2. The City’s issuance of a response to an RFI.

C. However, no review or RFI response will reduce or modify the Contractor’s obligation to fully satisfy and comply with the requirements of the Contract Documents.

3.6 Reuse of Documents.

A. Contractor and any Subcontractor or Supplier shall not:

1. Have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer of Record or its consultants, including electronic media editions; or

2. Reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of the City and Engineer of Record and specific written verification or adaptation by Engineer of Record.

B. The prohibitions of this Article will survive final payment or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes.

ADDENDUM 1

4.1.c
Packet Pg. 265 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-12 00 72 00 – GENERAL CONDITIONS
ARTICLE 4 -INDEMNIFICATION; INSURANCE

4.1 Indemnification.

A. To the fullest extent permitted by law, Contractor shall immediately defend (with counsel of the City’s choosing), indemnify and hold harmless the City of San Jacinto, City of Hemet, County of Riverside, their officials, officers, employees, agents, and authorized volunteers, and each of them from and against:

1. Any and all claims, demands, causes of action, costs, expenses, injuries, losses or liabilities, in law or in equity, of every kind or nature whatsoever, but not limited to, injury to or death, including wrongful death, of any person, and damages to or destruction of property of any person, arising out of, related to, or in any manner directly or indirectly connected with the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorney’s fees and other related costs and expenses, however caused, regardless of whether the allegations are false, fraudulent, or groundless, and regardless of any negligence of the City or its officials, officers, employees, agents, or authorized volunteers (including passive negligence), except such loss or damages caused by the sole negligence or willful misconduct or active negligence of the City or its officials, officers, employees, or authorized volunteers.

2. Contractor’s defense and indemnity obligation herein includes, but is not limited to damages, fines, penalties, attorney’s fees and costs arising from claims under the Americans with Disabilities Act (ADA) or other federal or state disability access or discrimination laws arising from Contractor’s Work during the course of construction of the improvements or after the Work is complete, as the result of defects or negligence in Contractor’s construction of the improvements.

3. Any and all actions, proceedings, damages, costs, expenses, fines, penalties or liabilities, in law or equity, of every kind or nature whatsoever, arising out of, resulting from, or on account of the violation of any governmental law or regulation, compliance with which is the responsibility of Contractor.

4. Any and all losses, expenses, damages (including damages to the Work itself), attorney’s fees, and other costs, including all costs of defense which any of them may incur with respect to the failure, neglect, or refusal of Contractor to faithfully perform the Work and all of Contractor’s obligations under Contract. Such costs, expenses, and damages shall include all costs, including attorney’s fees, incurred by the indemnified parties in any lawsuit to which they are a party.

B. Contractor shall immediately defend, at Contractor’s own cost, expense and risk, with the counsel of the City choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against the City or its officials, officers, employees, agents, or authorized volunteers. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City or its officials, officers, employees, agents, or authorized volunteers, in any such suit, action or other legal proceeding. Contractor shall reimburse the City and its officials, officers, employees, agents, and authorized volunteers for any and all ADDENDUM 1

4.1.c
Packet Pg. 266 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-13 00 72 00 – GENERAL CONDITIONS
legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code section 2782.

C. The provisions of this Article shall survive the termination of this Contract howsoever caused, and no payment, partial payment, or acceptance of occupancy in whole or part of the Work shall waive or release any of the provisions of this Article.

Contractor’s obligation to indemnify the City shall not be restricted to insurance proceeds, if any, received by the City and its officials, officers, employees, agents, and authorized volunteers.

4.2 Insurance.

A. General Requirements. The Contractor shall obtain, and at all times during performance of the Work of Contract, maintain all of the insurance described in this Article. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required hereunder.

Contractor shall not allow any Subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this Article. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

Contractor shall furnish the City with original certificates of insurance and endorsements effective coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms acceptable to the City. All certificates and endorsements must be received and approved by the City before Work commences.

B. Additional Insureds; Waiver of Subrogation. The City of San Jacinto, City of Hemet, County of Riverside, their officials, officers, employees, agents and authorized volunteers shall be named as Additional Insureds on Contractor’s All Risk policy and on Contractor’s and its Subcontractors’ policies of Commercial General Liability and Automobile Liability insurance using, for Contractor’s policy/ies of Commercial General Liability insurance, ISO CG forms 20 10 and 20 37 (or endorsements providing the exact same coverage, including completed operations), and, for Subcontractors’ policies of Commercial General Liability insurance, ISO CG form 20 38 (or endorsements providing the exact same coverage). Notwithstanding the minimum limits set forth in this Contract for any type of insurance coverage, all available insurance proceeds in excess of the specified minimum limits of coverage shall be available to the parties required to be named as Additional Insureds hereunder. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against the City, its officers, officials, agents, employees or volunteers or shall specifically allow Contractor - or others providing insurance evidence in compliance with these specifications - to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. Copies of these waivers shall be submitted to the City prior to commencement of work.

ADDENDUM 1

4.1.c
Packet Pg. 267 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-13a 00 72 00 – GENERAL CONDITIONS
C. Workers’ Compensation Insurance. The Contractor shall provide workers’ compensation insurance for all of the employees engaged in Work under this Contract, on or at the Site, and, in case of any sublet Work, the Contractor shall require the subcontractor similarly to provide workers’ compensation insurance for all the latter’s employees as prescribed by State law. Any class of employee or employees not covered by a subcontractor’s insurance shall be covered by the Contractor’s insurance. In case any class of employees engaged in work under this Contract, on or at the Site, is not protected under the Workers’ Compensation Statutes, the Contractor shall provide or shall cause a subcontractor to provide, adequate insurance coverage for the protection of such employees not otherwise protected. The Contractor is required to secure payment of compensation to his employees in accordance with the provisions of section 3700 of the Labor Code.

The Contractor shall file with the City certificates of his insurance protecting workers.

Company or companies providing insurance coverage shall be acceptable to the City, if in the form and coverage as set forth in the Contract Documents.

ADDENDUM 1

4.1.c
Packet Pg. 268 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-14 00 72 00 – GENERAL CONDITIONS
D. Employer’s Liability Insurance. Contractor shall provide Employer’s Liability Insurance, including Occupational Disease, in the amount of at least one million dollars ($1,000,000.00) per person per accident. Contractor shall provide the City with a certificate of Employer’s Liability Insurance. Such insurance shall comply with the provisions of the Contract Documents. The policy shall be endorsed, if applicable, to provide a Borrowed Servant/Alternate Employer Endorsement and contain a Waiver of Subrogation in favor of the City.

E. Commercial General Liability Insurance. Contractor shall provide “occurrence” form Commercial General Liability insurance coverage at least as broad as the most current ISO CGL Form 00 01, including but not limited to, premises liability, contractual liability, products/completed operations, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Site, or the performance of its obligations hereunder. The policy shall not contain any exclusion contrary to this Contract including but not limited to endorsements or provisions limiting coverage for (1) contractual liability (including but not limited to ISO CG 24 26 or 21 39); or (2) cross-liability for claims or suits against one insured against another. Policy limits shall not be less than $2,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. Defense costs shall be paid in addition to the limits.

1. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to the City, and shall not preclude the City from taking such other actions available to the City under other provisions of the Contract Documents or law.

2. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.

3. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions relating to liability for injury to or death of persons and damage to property.

4. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, the City may require additional coverage to be purchased by Contractor to restore the required limits. Contractor may combine primary, umbrella, and as broad as possible excess liability coverage to achieve the total limits indicated above. Any umbrella or excess liability policy

4.1.c
Packet Pg. 269 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-15 00 72 00 – GENERAL CONDITIONS
shall include the additional insured endorsement described in the Contract Documents.

5. All policies of general liability insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.

F. Automobile Liability Insurance. Contractor shall provide Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) in the amount of, at least, one million dollars ($1,000,000) per accident for bodily injury and property damage.

Such insurance shall provide coverage with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible, in a form and with insurance companies acceptable to the City. All policies of automobile insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.

G. Builder’s Risk [“All Risk”].

1. It is the Contractor’s responsibility to maintain or cause to be maintained Builder’s Risk [“All Risk”] extended coverage insurance on all work, material, equipment, appliances, tools, and structures that are or will become part of the Work and subject to loss or damage by fire, and vandalism and malicious mischief, in an amount to cover 100% of the replacement cost. The City accepts no responsibility for the Work until the Work is formally accepted by the City. The Contractor shall provide a certificate evidencing this coverage before commencing performance of the Work.

2. The named insureds shall be Contractor, all Subcontractors of any tier (excluding those solely responsible for design work), Suppliers, and the City, its elected officials, officers, employees, agents and authorized volunteers, as their interests may appear. Contractor shall not be required to maintain property insurance for any portion of the Work following acceptance by the City.

3. Policy shall be provided for replacement value on an “all risk” basis. There shall be no coinsurance penalty provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) transit coverage, including ocean marine coverage (unless insured by the supplier), with sub-limits sufficient to insure the full replacement value of any key equipment item; and (5) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site. Such insurance shall be on a form acceptable to the City to ensure adequacy and sublimit.

4.1.c
Packet Pg. 270 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-16 00 72 00 – GENERAL CONDITIONS

4. In addition, the policy shall meet the following requirements:
a. Insurance policies shall be so conditioned as to cover the performance of any extra work performed under the Contract.
b. Coverage shall include all materials stored on site and in transit. c. Coverage shall include Contractor’s tools and equipment. d. Insurance shall include boiler, machinery and material hoist coverage.

H. Professional Liability Insurance. All architects, engineers, consultants or design professionals retained by Contractor shall also procure and maintain, for a period of five (5) years following completion of the Contract, errors and omissions liability insurance with a limit of not less than $1,000,000 per occurrence. This insurance shall name the City, its directors, officials, officers, employees, agents and volunteers as additional and insureds with respect to Work performed, and shall otherwise comply with all requirements of this Section. Defense costs shall be paid in addition to the limits.

I. Contractor’s Pollution Liability Coverage. Environmental Impairment Liability Insurance shall be written on a Contractor’s Pollution Liability form or other form acceptable to the City providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Contract shall be specifically scheduled on the policy as “covered operations.” The policy shall provide coverage for the hauling of waste from the Project site to the final disposal location, including non-owned disposal sites.

J. Contractor shall require all tiers of Subcontractors working under this Contract to provide the insurance required under this Article unless otherwise agreed to in writing by the City. Contractor shall make certain that any and all Subcontractors hired by Contractor are insured in accordance with this Contract. If any Subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold the City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by the City as a result thereof.

K. Notwithstanding the minimum limits set forth in this Contract for any type of insurance coverage, if Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

L. Form and Proof of Carriage of Insurance.

1. Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by the City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A:VII. Insurance deductibles or selfinsured retentions must be declared by the Contractor. At the election of the City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured

4.1.c
Packet Pg. 271 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-17 00 72 00 – GENERAL CONDITIONS
retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses. If umbrella or excess liability coverage is used to meet any required limit(s) specified herein, the Contractor shall provide a “follow form” endorsement satisfactory to the City indicating that such coverage is subject to the same terms and conditions as the underlying liability policy.

2. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or cancelled except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its officials, officers, agents, employees, and volunteers.

3. The Certificates(s) and policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that it shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or cancellation of coverage, the City may terminate the Contract or stop the Work in accordance with the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverage’s set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Site, or commence operations under this Contract until the City has been furnished original Certificate(s) of Insurance and certified original copies of endorsements or policies of insurance including all endorsements and any and all other attachments as required in this Article. The original endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.

4. The Certificate(s) of Insurance, policies and endorsements shall so covenant and shall be construed as primary, and the City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory.

5. The City reserves the right to adjust the monetary limits and types of insurance coverages during the term of this Contract including any extension thereof if, in the City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.

6. Contractor shall report to the City, in addition to the Contractor’s insurer, any and all insurance claims submitted by the Contractor in connection with the Work under this Contract.

7. Products/completed operations coverage shall extend a minimum of three years after the project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors. If the insured is using subcontractors, the policy must include work performed “by or on behalf” of the insured. Policy shall contain no language that would invalidate or

4.1.c
Packet Pg. 272 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-18 00 72 00 – GENERAL CONDITIONS
remove the insurer’s duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer. The City, its officers, officials, agents employees, and volunteers shall be included as insureds under the policy.

ARTICLE 5 -CONTRACTOR RESPONSIBILITIES; REGULATORY REQUIREMENTS

5.1 Applicable Laws.

A. Contractor shall give all notices required by and shall comply with all Applicable Laws applicable to the performance of the Work. Except where otherwise expressly required by Applicable Laws, neither the City nor the Engineer shall be responsible for monitoring Contractor’s compliance with any Applicable Laws. If Contractor performs any Work knowing or having reason to know that it is contrary to Applicable Laws, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work.

5.2 Permits and Licenses.

A. Contractor will apply for necessary encroachment permits for Work within the public rights-of-way. City will waive San Jacinto encroachment permit fee(s) and issue San Jacinto encroachment permit(s) upon approval. All other necessary permits and licenses necessary for prosecution of the Work shall be secured and paid for by Contractor, including, but not limited to, permits, licenses and fees required by agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents. The Contractor shall arrange and pay for all off-site inspection of the Work related to permits and licenses, including certification, required by the Contract Documents or by governing authorities, except for such off-site inspections delineated as the City’s responsibility pursuant to the Contract Documents. Before acceptance of the Work, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to the City.

5.3 Taxes.

A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid in accordance with the Applicable Laws of the place of the Project which are applicable during the performance of the Work. In accordance with Revenue and Taxation Code section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.

5.4 Traffic Control.

A. Traffic control plans, if required, shall be prepared at Contractor’s expense. Traffic control shall be performed at Contractor’s expense in accordance with the requirements of the City and/or the local agency with jurisdiction. Costs for traffic

4.1.c
Packet Pg. 273 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-19 00 72 00 – GENERAL CONDITIONS
control plans, implementation of traffic control, or traffic signal services required by the City shall be included in the Contractor’s Bid.

B. All warning signs and safety devices used by the Contractor to perform the Work shall conform to the requirements contained in the State of California, Department of Transportation’s current edition of “CA Manual on Uniform Traffic Control Devices” or to the requirements of the local agency. The Contractor shall also be responsible for all traffic control required by the agency having jurisdiction over the Project on the intersecting streets. Contractor must submit a traffic control plan to the agency having jurisdiction over the Project for approval prior to starting Work.

C. The Contractor’s representative on the Site responsible for traffic control shall produce evidence that he or she has completed training acceptable to the California Department of Transportation for safety through construction zones. All of the streets in which the Work will occur shall remain open to traffic and one lane of traffic maintained at all times unless otherwise directed by the agency of jurisdiction.

Businesses and residences adjacent to the Work shall be notified forty-eight (48) hours in advance of closing of driveways. The Contractor shall make every effort to minimize the amount of public parking temporarily eliminated due to construction in areas fronting businesses. No stockpiles of material will be allowed in traveled rightof-ways after working hours unless otherwise approved by the Engineer.

5.5 Safety.

A. Contractor shall be solely responsible for all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety laws. Contractor shall comply with all Applicable Laws relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Applicable Laws.

B. The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4. The Contractor shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512. The Contractor shall submit an Illness and Injury Prevention Program and a Project Site specific safety program to the City prior to beginning Work. Contractor shall maintain a confined space program that meets or exceeds the City’s standards. Contractor needs to make themselves aware of the City’s safety policies and procedures, and shall meet or exceed all City standards in areas where the City must enter to perform inspections.

4.1.c
Packet Pg. 274 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-20 00 72 00 – GENERAL CONDITIONS

5.6 Hazardous Waste.

A. The City shall not be responsible for any Hazardous Waste brought to the site by the Contractor. If the Contractor: (i) introduces and/or discharges a Hazardous Waste onto the site in a manner not specified by the Contract Documents; and/or (ii) disturbs a Hazardous Material identified in the Contract Documents, the Contractor shall hire a qualified remediation contractor at Contractor’s sole cost to eliminate the condition as soon as possible. Under no circumstance shall the Contractor perform Work for which it is not qualified. The City, in its sole discretion, may require the Contractor to retain at Contractor’s cost an independent testing laboratory.

B. If the Contractor encounters Hazardous Waste which may cause foreseeable injury or damage, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such material or substance (except in an emergency situation); and (iii) notify the City (and promptly thereafter confirm such notice in writing). The City shall contract for any services required to directly remove and/or abate Hazardous Waste, if required, and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor.

C. Contractor shall indemnify and hold harmless the City from and against claims, damages, losses and expenses, arising from a Hazardous Waste on the Project Site, if such Hazardous Waste exceeded OSHA Permissible Exposure Levels or levels which would classify the material as a state of California or federal hazardous waste, and was either i) shown on the Contract Documents or information available to bidders; or (ii) brought to the site by Contractor. Nothing in this paragraph shall obligate the Contractor to indemnify the City in the event of the sole or active negligence or willful misconduct of the City, its officers, agents, or employees.

5.7 Sanitary Facilities.

A. Contractor shall provide sanitary temporary toilet buildings and hand washing facilities for the use of all workers. All toilets and hand washing facilities shall comply with Applicable Laws. Toilets shall be placed inside sealed secondary containment devices installed on a flat, level surface. Accumulated liquids in the secondary containment devices shall be properly removed and legally disposed without spillage onto the ground. Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets and hand washing facilities shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by Cal/OSHA regulations. The toilets and hand washing facilities shall be maintained in a sanitary condition at all times. Use of toilet and hand washing facilities in the Work under construction shall not be permitted. Any other sanitary facilities required by Cal/OSHA shall be the responsibility of the Contractor.

5.8 Dust Control.

A. Contractor, at its expense, shall maintain all excavations, embankments, haul roads, permanent access roads, plant sites, waste disposal areas, borrow areas, and all other work areas free from dust. Industry accepted methods of dust control suitable

4.1.c
Packet Pg. 275 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-21 00 72 00 – GENERAL CONDITIONS
for the area involved, such as sprinkling, chemical treatment, light bituminous treatment or similar methods, will be permitted.

5.9 Air Pollution Control.

A. Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes. All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.

B. Without limiting the foregoing, Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the Air Quality Management District with jurisdiction over the Project and/or California Air Resources Board (CARB). Contractor shall specifically be aware of the application of these limits and requirements to "portable equipment", which definition includes any item of equipment with a fuel-powered engine. Contractor shall indemnify the City against any fines or penalties imposed by the air quality management district, CARB, or any other governmental or regulatory agency for its violations of Applicable Laws as well as those of its Subcontractors or others for whom Contractor is responsible under its indemnity obligations provided for in the Contract Documents.

5.10 Water Quality Management and Compliance.

A. Storm, surface, ground, nuisance, or other waters may be encountered at various times during construction of the Work. The Contractor hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.

B. Contractor shall keep itself and all Subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions regulating discharges of storm water; the Federal Water Pollution Control Act (33 U.S.C. § 13000 et seq.); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000- 14950); and any and all regulations, policies, or permits issued pursuant to any such authority. These include, but are not limited to California State Water Resources Control Board Order Number 2009-0009-DWQ (NPDES Permit No. CAS000002), as amended by Order Numbers 2010-0014-DWQ, 2012-0006-DWQ, and any subsequent amendment to or renewal thereof, State Water Resources Control Board Order No. 2013-0001-DWQ (NPDES Order No. CAS000004), Santa Ana Regional Water Quality Control Board No. R8-2010-0036 (NPDES No. CAS618036), and any amendment or renewal thereof.

C. Contractor shall comply with all conditions of the State Water Resources Control Board National Pollutant Discharge Elimination System General Permit for Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with Construction Activity (“Construction General Permit”) for all construction activity which results in the disturbance of in excess of one acre of total land area or which

4.1.c
Packet Pg. 276 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-22 00 72 00 – GENERAL CONDITIONS
is part of a larger common area of development or sale. Contractor shall comply with the lawful requirements of the City, and any other applicable municipality, drainage district, or other local agency with jurisdiction over the location where the Work is to be conducted, regarding discharges of storm water to separate storm drain systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

D. Failure to comply with the Construction General Permit, laws, regulations, and ordinances listed in this Article is a violation of federal and state law.

Notwithstanding any other indemnity contained in these Contract Documents, Contractor agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, fees, costs, expenses, or losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the Construction General Permit, laws, regulations, and ordinances listed above, arising out of or in connection with the Work, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers. The City reserves the right to defend any enforcement action or civil action brought against the City for Contractor’s failure to comply with any applicable water quality law, regulation, or policy. Contractor hereby agrees to be bound by, and to reimburse the City for the costs associated with, any settlement reached between the City and any relevant enforcement entity.

5.11 Environmental Quality Protection.

A. The Contractor shall comply with all requirements of applicable federal, state, and local environmental rules and regulations. Any infractions of said rules and regulations by the Contractor during the term of the Contract, which result in penalties, will be the responsibility of the Contractor. The City operates under a number of environmental permits issued by various agencies. If due to an action, inaction, or negligence by the Contractor, the City becomes subject to noncompliance penalties, the cost of such penalties shall be borne by the Contractor.

B. The Contractor shall exercise care to preserve the natural landscape and vegetation, and shall conduct operations so as to prevent unnecessary destruction, scarring, or defacing of the natural surroundings in the vicinity of the Work.

Movement of crews and equipment within the rights-of-way and over routes provided for access to the Work shall be performed in a manner to prevent damage to property. When no longer required, construction roads shall be restored to original contours. Upon completion of the Work, and following removal of construction facilities and required cleanup, land used for construction purposes and not required for the completed installation shall be scarified and regraded, as required, so that all surfaces are left in a condition that will facilitate natural revegetation, provide for proper drainage, and prevent erosion.

C. If, in the performance of the Work, evidence of the possible occurrence of any Federally listed threatened or endangered plant or animal is discovered, the Contractor shall notify the City immediately, giving the location and nature of the findings. Written confirmation of the evidence, location and nature of the findings

4.1.c
Packet Pg. 277 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-23 00 72 00 – GENERAL CONDITIONS
shall be forwarded to City within two (2) Days. The Contractor shall immediately cease all construction activities in the immediate area of the discovery to the extent necessary to protect the endangered plant or animal. If directed by the City, Contractor will refrain from working in the immediate area, suspend the Work in its entirety, or alter its performance to ensure full compliance with all applicable permits, laws and regulations. Any City directed changes to the Work as a result of a siting will be pursuant to the Contract Documents. Any costs or delays incurred by City or the Contractor due to unreasonable or false notification of an endangered plant or animal will be borne by the Contractor.

D. If, in the performance of the Work, Contractor should unearth cultural resources (for example, human remains, animal bones, stone tools, artifacts and/or midden deposits) through excavation, grading, watering or other means, the Contractor shall notify the construction/archeological monitor and/or the City immediately, giving the location and nature of the findings. Written confirmation of the evidence, location and nature of the findings shall be forwarded to the construction/archeological monitor and/or City within two (2) Days. Contractor shall immediately cease all construction activities in the immediate area of the discovery to the extent necessary to protect the cultural resource. If directed by the City, Contractor will refrain from working in the immediate area, suspend the Work in its entirety, or re-sequence and/or alter its performance to ensure full compliance with all applicable permits, laws and regulations. Should the presence of cultural resources be confirmed, the Contractor will assist the City and the construction/archeological monitor in the preparation and implementation of a data recovery plan. The Contractor shall provide such cooperation and assistance as may be necessary to preserve the cultural resources for removal or other disposition. Any City directed changes to the Work as a result of the cultural resource will be pursuant to the Contract Documents. Should Contractor, without permission, injure, destroy, excavate, appropriate, or remove any cultural resource on or adjacent to the Site, it will be subject to disciplinary action, arrest and penalty under applicable law. Contractor shall be principally responsible for all costs of mitigation and/or restoration of cultural resources related to the unauthorized actions identified above. Contractor shall be required to pay for unauthorized damage and mitigation costs to cultural resources (historical and archeological resources) as a result of unauthorized activities that damage cultural resources and shall indemnify City pursuant to the Contract Documents.

5.12 Noise Restrictions.

A. Contractor shall use only such equipment on the Work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by Cal/OSHA. Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment

4.1.c
Packet Pg. 278 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-24 00 72 00 – GENERAL CONDITIONS
on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.

5.13 Diversion of Recyclable Waste Material.

A. In compliance with the applicable City’s waste reduction and recycling efforts, Contractor shall divert all Recyclable Waste Materials to appropriate recycling centers as required for compliance with the local jurisdiction’s waste diversion ordinances. Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms required by the City or other applicable agencies to document Contractor’s compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.

5.14 Workers; Contractor’s Supervision.

A. Contractor shall be an independent contractor for the City and not an employee.

Contractor understands and agrees that it and all of its employees shall not be considered officers, employees, or agents of the City and are not entitled to benefits of any kind normally provided employees of the City, including but not limited to, state unemployment compensation or workers’ compensation. Contractor assumes full responsibility for the acts and omissions of its employees or agents related to the Work.

B. By executing the Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all Subcontractors, sub-subcontractors and consultants to comply with the same. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor and that any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure of the Contractor or its Subcontractors, sub-subcontractors or consultants to meet any of the requirements provided for in this Article; (2) any misrepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements.

C. Contractor shall at all times enforce strict discipline and good order among its employees. Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her. Any person in the employ of the Contractor whom the City may deem incompetent or unfit shall be dismissed from the Work and shall not be employed on this Project.

D. Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent acceptable to the City. Superintendent must be able to proficiently speak, read and write in English and shall have the authority to make decisions on behalf of the Contractor. Contractor shall continuously provide efficient supervision of the Project.

4.1.c
Packet Pg. 279 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-25 00 72 00 – GENERAL CONDITIONS

5.15 Labor.

A. Hours of Work.

1. As provided in Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code, Contractor stipulates that eight (8) hours of labor shall constitute a legal day’s work. The time of service of any worker employed at any time by the Contractor or by any subcontractor on any subcontract under this Contract upon the Work or upon any part of the Work contemplated by this Contract is limited and restricted to eight (8) hours during any one calendar day and 40 hours during any one calendar week, except as hereinafter provided.

Notwithstanding the provisions herein above set forth, work performed by employees of Contractor in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon this public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and onehalf times the basic rate of pay.

2. The Contractor and every Subcontractor shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed in connection with the Work or any part of the Work contemplated by this Contract. The record shall be kept open at all reasonable hours to the inspection of the City and to the Division of Labor Law Enforcement, Department of Industrial Relations of the State of California.

3. The Contractor shall pay to the City a penalty of twenty-five dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day and 40 hours in any one calendar week in violation of the provisions of Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code.

4. Any work necessary to be performed after regular working hours, or on Saturdays and Sundays or other holidays, shall be performed without additional expense to the City.

5. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project Site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on Holidays, unless otherwise approved by the City:
a. Powered Vehicles
b. Construction Equipment
c. Loading and Unloading Vehicles
d. Domestic Power Tools
B. Payroll Records; Labor Compliance.

4.1.c
Packet Pg. 280 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-26 00 72 00 – GENERAL CONDITIONS

1. Pursuant to Labor Code section 1776, Contractor and all Subcontractors shall maintain weekly certified payroll records, showing the names, addresses, Social Security numbers, work classifications, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by them in connection with the Work under this Contract. Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require Subcontractor(s) to certify weekly payroll records under penalty of perjury.

2. In accordance with Labor Code section 1771.4, the Contractor and each Subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on the specified interval and format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

3. Any stop orders issued by the DIR against Contractor or any Subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against Contractor or any Subcontractor.

4. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the City. The Contractor shall also provide the following:
a. A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
b. A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the DIR.

5. Unless submitted electronically, the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.

6. Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency, the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor

4.1.c
Packet Pg. 281 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-27 00 72 00 – GENERAL CONDITIONS
awarded the Contract or performing the Contract shall not be marked or obliterated.

7. In the event of noncompliance with the requirements of this Article, the Contractor shall have ten (10) Days in which to comply subsequent to receipt of written notice specifying in what respects the Contractor must comply with this Article. Should noncompliance still be evident after such 10-day period, the Contractor shall pay a penalty of one hundred dollars ($100.00) to the City for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payment then due.

8. The responsibility for compliance with this Article shall rest upon the Contractor.

C. Prevailing Rates of Wages.

1. The Contractor is aware of the requirements of Labor Code sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Contract from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov. In the alternative, the Contractor may view a copy of the prevailing rate of per diem wages which are on file at the City and shall be made available to interested parties upon request. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.

2. The Contractor shall forfeit as a penalty to the City not more than Two Hundred Dollars ($200.00), pursuant to Labor Code section 1775, for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate as determined by the Director of the DIR for such work or craft in which such worker is employed for any public work done under the Contract by it or by any Subcontractor under it. The difference between such prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof, for which each worker was paid less than the prevailing wage rate, shall be paid to each worker by the Contractor.

4.1.c
Packet Pg. 282 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-28 00 72 00 – GENERAL CONDITIONS

3. Contractor shall post, at appropriate conspicuous points on the Project Site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.

D. Public Works Contractor Registration. Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its Subcontractors must be registered with the DIR prior to the execution of a contract to perform public works. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall maintain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all Subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

E. Employment of Apprentices. Contractor and all Subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. Knowing violations of Labor Code section 1777.5 will result in forfeiture not to exceed one hundred dollars ($100.00) for each calendar day of non-compliance pursuant to Labor Code section 1777.7.

F. Nondiscrimination/Equal Employment Opportunity. Pursuant to Labor Code section 1735 and other applicable provisions of law, the Contractor and its Subcontractors shall not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law.

G. Debarment of Contractors and Subcontractors. Contractors or Subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code section 1777.1 or 1777.7.

Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

4.1.c
Packet Pg. 283 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-29 00 72 00 – GENERAL CONDITIONS

5.16 Subcontracts.

A. Contractor agrees to bind every Subcontractor to the terms of the Contract Documents as far as such terms are applicable to Subcontractor’s portion of the Work. Contractor shall be as fully responsible to the City for the acts and omissions of its Subcontractors and of persons either directly or indirectly employed by its Subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any Subcontractor and the City. The City reserves the right to accept all Subcontractors. The City’s acceptance of any Subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents. Prior to substituting any Subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq.

5.17 Progress Meetings.

A. The Contractor shall schedule and hold regular progress meetings at least weekly and at other times as requested by Engineer or as required by progress of the Work.

The Contractor and City shall attend each meeting. Contractor may at its discretion request attendance by representatives of its Suppliers, manufacturers, and other Subcontractors. The purpose of the meetings is to review the progress of the Work, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems which may develop. During each meeting, the Contractor shall present any issues which may impact its progress with a view to resolve these issues expeditiously.

5.18 Submittals
A. Schedule of Submittals. Within five (5) Days after the Notice to Proceed (unless otherwise specified in the Contract Documents), Contractor will prepare and deliver a Schedule of Submittals to the City that has been fully integrated with the progress schedule and identifies each Submittal required by the Contract Documents as well as the date on which Contractor will deliver each Submittal to the City. Each Submittal must be delivered to the City at least thirty (30) Days prior to the date the material or equipment is scheduled to be incorporated into the Work. The Contractor is responsible for any schedule delays resulting from the Submittal process.

B. Submittal Procedures.

1. Contractor will follow the following procedures for each Submittal, Shop Drawing and Sample required by the Contract Documents:
a. Submittals must be transmitted electronically.
b. Transmittals will be sequentially numbered. Contractor to mark revised Submittals with original number and sequential alphabetic suffix. c. Each Submittal will identify the Project, Contractor, Subcontractor and Supplier, pertinent Drawing and detail number, and Specification Section number appropriate to Submittal.

4.1.c
Packet Pg. 284 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-30 00 72 00 – GENERAL CONDITIONS
d. By transmitting a Submittal, Contractor certifies it has reviewed and approved each Submittal, verified products required, field dimensions, adjacent construction Work, and that coordination of information is according to requirements of the Work and Contract Documents. e. Identify variations in Contract Documents and product or system limitations that may differ and/or be detrimental to successful performance of completed Work.
f. When Submittal is revised for resubmission, Contractor shall promptly address the City’s comments and resubmit. Contractor shall identify changes made since previous submission.
g. The City’s review of Shop Drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called the City’s attention to such deviations at time of submission and the City has taken no exception to the deviation. The City’s review of Shop Drawings shall not relieve Contractor from responsibility for errors in Shop Drawings.
h. Submittals not required by the Contract Documents or requested by the City will not be acknowledged or processed.
i. Incomplete Submittals will not be reviewed by the City. Delays resulting from incomplete Submittals are not the responsibility of the City. j. Contractor shall not be entitled to any extension of the Contract Times as a result of the Submittal process.
k. Contractor shall allow a minimum of 20 working days for review of Submittals unless otherwise specified in the Contract Documents.

2. Where a Submittal, Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to the City review and approval of the pertinent submittal will be performed at the risk and sole expense and responsibility of Contractor.

C. Schedule Milestone for Submittals. Contractor must submit all Submittals required by the Contract Documents in accordance with the Schedule of Submittals. If Contractor fails to submit the Submittals in accordance with the Schedule of Submittals, Contractor will be solely liable for any delays or impacts caused by the delayed Submittal, whether direct or indirect. Contractor will be liable for the time calculated from the date the Submittal is due until the date a compliant Submittal is made. A compliant Submittal will be one that is complete and satisfies the requirements of the Contract Documents.

4.1.c
Packet Pg. 285 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-31 00 72 00 – GENERAL CONDITIONS

5.19 Shop Drawings and Sample Submittal Procedures.

A. Before submitting each Shop Drawing or Sample, Contractor shall have:

1. Reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents;

2. Determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto;

3. Determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and

4. Determined and verified all information relative to Contractor’s responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto.

B. With each Submittal, Contractor shall give the City specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample Submittal and, in addition, a specific notation made on each Shop Drawing or Sample submitted to the City for review and approval of each such variation.

C. Shop Drawings.

1. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show the City the services, materials, and equipment Contractor proposes to provide and to enable the City to review the information for assessing conformance with information given and design concept expressed in Contract Documents.

2. When required by individual Specification sections, provide Shop Drawings signed and sealed by a professional engineer responsible for designing components shown on Shop Drawings. Shop Drawings must include signed and sealed calculations to support design in a form suitable for submission to and approval by authorities having jurisdiction.

3. Shop Drawings for steel structures shall consist of shop details, erection and other working Drawings showing details, dimensions, sizes of members and other information necessary for the complete fabrication and erection of the metal work.

4. Shop Drawings of concrete structures shall consist of such detailed drawings as may reasonably be required for the successful prosecution of the Work and which are not included in the Drawings furnished by the Engineer. These may

4.1.c
Packet Pg. 286 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-32 00 72 00 – GENERAL CONDITIONS
include drawings for false work, bracing, centering and form work, masonry layout diagrams, and diagrams for bent reinforcement.

5. Contractor shall make revisions and provide additional information when required by authorities having jurisdiction.

D. Samples. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as required to enable the City to review the submittal for assessing conformance with information given and design concept expressed in Contract Documents. Samples should be of appropriate size and detail to assess functional, aesthetic, color, texture, patterns and finish selection.

E. City’s Review.

1. The City will review Shop Drawings and Samples in accordance with the Schedule of Submittals. The City’s review and acceptance will be only to determine if the items covered by the Submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents.

2. The City review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions.

3. The City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless the City has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample.

F. Resubmittal Procedures. Contractor shall make corrections required by the City and shall return corrected Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by the City on previous Submittals.

5.20 Record (“As-Built”) Drawings.

A. The Contractor shall maintain one record set of Contract Documents at the Site or digitally in an acceptable format. On these, it shall mark all Project conditions, locations, configurations, and any other changes or deviations which may vary from the information represented in the original Contract Documents, including buried or concealed construction and utility features which are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the locations indicated, or which were not indicated on the Drawings. For all Projects involving the installation of any pipeline, Contractor shall survey and record the top of the pipe at a minimum of every 100 linear feet, and at each bend, recording both the horizontal and vertical

4.1.c
Packet Pg. 287 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-33 00 72 00 – GENERAL CONDITIONS
locations. Drawings shall be supplemented by any detailed sketches as necessary or directed to fully indicate the Work as actually constructed. Any required as-built drawings of civil engineering elements of the Work shall be prepared by a registered civil engineer.

B. These master Record Drawings of the as-built conditions, including all revisions made necessary by Addenda and Change Orders, shall be maintained up-to-date during the progress of the Project. Red ink shall be used for alterations and notes.

Notes shall identify relevant Change Orders by number and date. Record Drawings shall be accessible to the Engineer at all times during the construction period.

Failure on the Contractor’s part to keep Record Drawings current could result in withholding partial payment.

C. Upon completion of the Project and as a condition of final acceptance, the Contractor shall finalize and deliver a complete set of Record Drawings to the Engineer. The information submitted by the Contractor will be assumed to be correct, and the Contractor shall be responsible for, and liable to the City, for the accuracy of such information, and for any errors or omissions which may or may not appear on the Record Drawings.

5.21 Layout and Field Engineering.

A. The Contractor shall utilize a properly licensed surveyor to perform all layout surveys required for the control and completion of the Work and all necessary surveys to compute quantities of Work performed.

5.22 Separate Contracts and Cooperation.

A. Separate Contracts. The City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the Work in place or discrepancies with the Contract Documents.

B. Cooperation. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.

Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project Site.

4.1.c
Packet Pg. 288 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-34 00 72 00 – GENERAL CONDITIONS

5.23 Work Site.

A. Limitation of Use of Site and Other Areas. Rights-of-way, easements, or rights-ofentry for the Work will be provided by the City. Unless otherwise specified in the Special Provisions, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the City harmless from all claims for damages caused by such actions. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Applicable Laws, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to City or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work.

B. Site Maintenance. During the progress of the Work, Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to Applicable Laws. The Contractor shall furnish trash bins for all debris from construction. All debris shall be placed in trash bins daily. Forms and false-work that are to be re-used shall be stacked neatly concurrently with their removal. Forms and false-work that are not to be re-used shall be disposed of concurrently with their removal.

C. Cleaning. Prior to Completion of the Work, Contractor shall clean the Site and make it ready for utilization by the City. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents.

5.24 Utility Usage.

A. All temporary utilities, including but not limited to electricity, water, gas, and telephone, used on the Work shall be furnished and paid for by Contractor.

Contractor shall provide necessary temporary distribution systems, including meters, if necessary, from distribution points to points on the Work where the utility is needed. Upon completion of the Work, Contractor shall remove all temporary distribution systems. Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Work, including but not limited to startup and testing required in the Contract Documents. All permanent meters installed shall be listed in the Contractor’s name until the Work is accepted. For Work to be performed in existing City facilities, Contractor may use the City’s existing utilities, provided such use is reasonable under the circumstances. If Contractor uses the City utilities, it will not need to compensate the City for reasonably consumption of utilities, but Contractor will be responsible for any excessive, unreasonable or wasteful utility usage. Amounts due the City under this section may be deducted from progress payments.

4.1.c
Packet Pg. 289 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-35 00 72 00 – GENERAL CONDITIONS

5.25 Protection of Work and Property.

A. The Contractor shall digitally record video and take photographs of the Project site and adjacent improvements in a manner and quality that clearly depicts the existing condition of the Project Site and adjacent improvements immediately prior to the start of Work (minimum 1080p video and 4MP photo). All videos and photographs shall be date and time stamped. The Contractor shall submit the video and photos in digital format on a memory stick before the commencement of Work, along with a map outlining the route and locations of the videos and/or photographs. The Contractor shall be responsible for all damages to persons or property that occur as a result of the Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final acceptance by the City. All Work shall be solely at the Contractor’s risk.

B. Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction. Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions.

C. Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by the Work operations. Contractor shall:

1. Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public.

2. Provide substantial barricades around any shrubs or trees indicated to be preserved.

3. Deliver materials to the Site over a route designated by the City.

4. Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the City. Contractor shall not unreasonably encumber the Site with its materials.

5. Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by a civil engineer or land surveyor acceptable to the City, at no cost to the City.

6. Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to the City.

4.1.c
Packet Pg. 290 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-36 00 72 00 – GENERAL CONDITIONS

7. Preserve and protect from injury all buildings, pole lines and all directional, warning and mileage signs that have been placed within the right-of-way.

8. At the completion of work each day, leave the Work and the Site in a clean, safe condition.

9. Comply with any stage construction and/or traffic handling plans. Access to residences and businesses shall be maintained at all times, except with the City’s written approval. Any request for approval to reduce or restrict access to residences and business must be submitted to the City at least seven (7) Days in advance, and the City may issue or withhold approval in its sole discretion.

D. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the work involved in the protection and preservation of life, safety and property as above specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefor.

E. Should damage to persons or property occur as a result of the Work, Contractor shall promptly notify the City, in writing. Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired. The City shall be entitled to inspect and copy any such documentation, video, or photographs. Contractor shall maintain all investigation documentation including video and/or photographs for a minimum of four (4) years following completion of the Project.

5.26 Emergencies.

A. In emergencies affecting the safety or protection of persons or the Work or Property at the Site or adjacent thereto, the Contractor, without special instruction or authorization from the City or the Engineer, is obligated to act to prevent threatened damage, injury or loss. The Contractor shall give the Engineer prompt written notice if the Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby.

5.27 California Air Resources Board Regulations.

A. To the extent applicable, Contractor, shall comply, and shall ensure all Subcontractors comply, with all requirements of the most current version of the California Air Resources Board (“CARB”) including, without limitation, all applicable terms of Title 13, California Code of Regulations Division 3, Chapter 9 and all pending amendments (“Regulation”).

B. Throughout Project, and for five (5) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and subcontractors’ fleet including, without limitation, the CRCs, fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from City.

4.1.c
Packet Pg. 291 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-37 00 72 00 – GENERAL CONDITIONS
C. Contractor shall be solely liable for any and all costs associated with complying with the Regulation as well as for any and all penalties, fines, damages, or costs associated with any and all violations, or failures to comply with the Regulation.

Contractor shall defend, indemnify and hold harmless the City, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or alleged failure to comply with the Regulation.

ARTICLE 6 -MATERIALS; INSPECTION

6.1 Access to Work.

A. The City, Engineer, their consultants and other representatives and personnel, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs.

6.2 Materials.

A. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, water, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities whatsoever necessary to execute and complete this Contract within the Contract Time. Unless otherwise specified, all materials, parts, and equipment furnished by the Contractor in the Work shall be new, the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.

B. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or Supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the Work and agrees upon completion of all work to deliver the Project, to the City free from any claims, liens, or charges.

C. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work. Materials shall be stored on the Project Site in such manner so as not to interfere with any operations of the City or any independent contractor.

D. Contractor shall verify all measurements, dimensions, elevations, and quantities before ordering any materials or performing any Work, and the City shall not be liable for Contractor’s failure to so. No additional compensation, over and above payment for the actual quantities at the prices set out in the Bid Schedule, will be allowed because of differences between actual measurements, dimension, elevations and quantities and those indicated on the Plans and in the Specifications. Any difference

4.1.c
Packet Pg. 292 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-38 00 72 00 – GENERAL CONDITIONS
therein shall be submitted to the Engineer for consideration before proceeding with the Work.

6.3 Test and Inspections.

A. Inspection of Work.

1. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority requires any part of the Work to be tested or approved, Contractor shall provide the Engineer at least two (2) Days’ notice of its readiness for observation or inspection. If inspection is by a public authority other than the City, Contractor shall promptly inform the City of the date fixed for such inspection. Required certificates of inspection (or similar) shall be secured by Contractor. Costs for City testing and inspection shall be paid by the City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor.

2. If Contractor gives notice of an inspection pursuant to the Contract Documents, the City will provide inspection during normal working hours from 7:00 a.m. to 3:30 p.m. Monday through Friday. Requested inspections before or after this time will be charged to the Contractor as reimbursable inspection time.

Inspections on weekends requires two (2) Days’ notice for review and approval.

Upon written request and approval the 8.5 hour working day may be changed to other limits.

3. The Contractor shall pay for the cost of any minimum “show up” costs of a materials testing technician that was called for by the Contractor but ultimately the Contractor work was not ready for the inspection. Any such costs shall be deducted from any amounts due to the Contractor.

4. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents.

5. Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by the City, and not by Contractor.

Unless otherwise stated and as provided by the Contract Documents, the City shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents.

All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.

6. Reexamination of Work may be ordered by the City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, the City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.

4.1.c
Packet Pg. 293 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-39 00 72 00 – GENERAL CONDITIONS
B. Testing of Materials.

1. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify the City so that the City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into the Work.

2. If the manufacture of materials to be inspected or tested will occur in a plant or location greater than sixty (60) miles from the City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging.

3. Unless otherwise specified in the Special Provisions, all initial testing and a reasonable amount of retesting will be performed under the direction of the Engineer, and at no expense to the Contractor. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed Supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor's responsibility to re-notify the Engineer when samples which are representative may be obtained.

4. A Certificate of Compliance shall be furnished to the Engineer prior to the use of any material or assembled material for which these Specifications so require or if so required by the Engineer. The Engineer may waive the materials testing requirements and accept a Certificate of Compliance. Material test data may be required by the Engineer to be included with the Submittal. Materials used on the basis of a Certificate of Compliance may be sampled and tested at any time.

The submission of a Certificate of Compliance shall not relieve the Contractor of responsibility for incorporating material into the Work which conforms to the requirements of the Contract Documents, and any material not conforming to the requirements will be subject to rejection by the Engineer whether in place or not.

5. Copies of mill certificates of composition and quality of all component materials (reinforcing steel, structural steel, lumber, etc.) incorporated in the construction of the Work shall be provided to the City at the time of delivery. City shall retain the right to reject any raw material not provided with a mill certificate at the time of delivery.

6. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the Work, and shall be removed from the Project Site all at the Contractor’s expense.

4.1.c
Packet Pg. 294 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-40 00 72 00 – GENERAL CONDITIONS

6.4 Requests for Substitutions.

A. For the purposes of this provision, the term “substitution” shall mean the substitution of any material, method or service substantially equal to or better in every respect to that indicated in the Contract Documents or otherwise referenced herein.

B. Pursuant to Public Contract Code section 3400(b), the City may make a finding that is described in the Notice Inviting Bids that designates certain products, things, or services by specific brand or trade name.

C. Unless specifically designated in the Special Conditions, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such specifications shall be deemed to be used for the purpose of facilitating the description of the material, process, or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process, or article which may be substantially equal to or better in every respect to that so indicated or specified in the Contract Documents. However, the City has adopted uniform standards for certain materials, processes, and articles.

D. The Contractor shall submit substitution requests, together with substantiating data, for substitution of any “or equal” material, process, or article no later than thirty-five (35) Days after award of Contract. Provisions regarding submission of substitution requests shall not in any way authorize an extension of time for the performance of this Contract. If a substitution request is rejected by the City, the Contractor shall provide the material, method or service specified herein. The City shall not be responsible for any costs incurred by the Contractor associated with substitution requests. The burden of proof as to the equality of any material, process, or article shall rest with the Contractor. The Engineer has the complete and sole discretion to determine if a material, process, or article is substantially equal to or better than that specified and to approve or reject all substitution requests.

E. Substantiating data as described above shall include, at a minimum, the following information:

1. A signed affidavit from the Contractor stating that the material, process, or article proposed as a substitution is substantially equal to or better than that specified in every way except as may be listed on the affidavit.

2. Illustrations, specifications, catalog cut sheets, and any other relevant data required to prove that the material, process, or article is substantially equal to or better than that specified.

3. A statement of the cost implications of the substitution being requested, indicating whether and why the proposed substitution will reduce or increase the amount of the contract.

4. Information detailing the durability and lifecycle costs of the proposed substitution.

4.1.c
Packet Pg. 295 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-41 00 72 00 – GENERAL CONDITIONS
F. Failure to submit all the required substantiating data detailed above in a timely manner so that the substitution request can be adequately reviewed may result in rejection of the substitution request. The Engineer is not obligated to review multiple submittals related the same substitution request resulting from the Contractor’s failure to initially submit a complete package.

G. Time limitations within this Article shall be strictly complied with and in no case will an extension of time for completion of the contract be granted because of Contractor’s failure to provide substitution requests at the time and in the manner described herein.

H. If substitution requests approved by the Engineer require that Contractor furnish materials, methods or services more expensive than that specified, the increased costs shall be borne by Contractor.

ARTICLE 7 -SUBSURFACE AND PHYSICAL CONDITIONS; UTILITIES

7.1 Soils Investigations.

A. Reports and Drawings. The Special Conditions identify: those reports known to the City of explorations and tests of subsurface conditions at or contiguous to the site; and those drawings known to the City of physical conditions relating to existing surface or subsurface structures at the site (except Underground Facilities).

B. Limited Reliance by Contractor on Technical Data Authorized. Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, which were expressly not created or obtained to evaluate or assist in the evaluation of constructability, and are not Contract Documents. Contractor shall make its own interpretation of the “technical data” and shall be solely responsible for any such interpretations. Except for reliance on the accuracy of such “technical data,” Contractor may not rely upon or make any claim against the City, City’s Representative, or Engineer of Record, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to:

1. the completeness of such reports and drawings for Contractor’s purposes, including without limitation any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto;

2. other data, interpretations, opinions, conclusions and information contained in such reports or shown or indicated in such drawings; or

3. any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information.

7.2 Ownership of Site Materials Found.

A. The title to water, soil, rock, gravel, sand, minerals, timber and any other materials developed or obtained in the excavation or other operations of Contractor or any of its Subcontractors in the performance of the Contract, and the right to use said items in carrying out the Contract, or to dispose of same, is hereby expressly reserved by

4.1.c
Packet Pg. 296 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-42 00 72 00 – GENERAL CONDITIONS
the City. Neither Contractor nor any of its Subcontractors nor any of their representatives or employees shall have any right, title, or interest in said materials, nor shall they assert or make any claim thereto. Contractor will, as determined by the City, be permitted to use in the Work without charge, any such materials which meet the requirements of the Contract Documents, provided the City shall have the right to use or consume these materials without payment to a third party.

7.3 Existence of Utilities at the Work Site.

A. Existing Utilities. The location of known existing utilities and pipelines are shown on the Drawings in their approximate locations. However, nothing herein shall be deemed to require the City to indicate the presence of existing service laterals or appurtenances whenever the presence of such utilities on the site of the project can be inferred from the presence of other visible facilities, such as buildings, cleanouts, meter and junction boxes, on or adjacent to the Site of the Project. The City will assume the responsibility for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the Project site if such utilities are not identified by the City in the Contract Documents or which cannot reasonably be inferred from the presence of other visible facilities.

B. Utility Location.

1. It shall be the Contractor’s responsibility to determine the exact location and depth of all utilities, including service connections, which the Contractor believes may affect or be affected by the Contractor’s operations, by taking all reasonable steps necessary including, but not limited to, calling Underground Service Alert to locate utilities in accordance with the procedures described in Government Code 4216 et seq. The Contractor shall not be entitled to additional compensation nor time extensions for work necessary to avoid interferences nor for repair to damaged utilities if the Contractor does not expose all such existing utilities as required by this Article. The locating of utilities shall be in conformance with Government Code section 4216 et seq. except for the City’s utilities located on the City’s property and not on public right-of-way.

2. A “High Priority Subsurface Installation” is defined in Government Code section 4216 (j) as “high-pressure natural gas pipelines with normal operating pressures greater than 415kPA gauge (60psig) or greater than six inches nominal pipe diameter, petroleum pipelines, pressurized sewage pipelines, high-voltage electric supply lines, conductors, or cables that have a potential to ground of greater than or equal to 60kv, or hazardous materials pipelines that are potentially hazardous to workers or the public if damaged.”

3. A “Subsurface Installation” is defined in Government Code section 4216 (s) as “any underground pipeline, conduit, duct, wire, or other structure, except nonpressurized sewer lines, nonpressurized storm drains, or other nonpressurized drain lines.”

4. Pursuant to Government Code section 4216.2 the Contractor shall contact the appropriate regional notification center at least two (2) working days but not more than 14 Days before performing any excavation. The date of the

4.1.c
Packet Pg. 297 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-43 00 72 00 – GENERAL CONDITIONS
notification shall not count as part of the two-working-day notice. Before notifying the appropriate regional notification center, the Contractor shall delineate the area to be excavated. The Contractor shall request that the utility owners conduct a utility survey and mark or otherwise indicate the location of their service. The Contractor shall furnish to the Engineer written documentation of its contact(s) with the regional notification center prior to commencing excavation at such locations.

5. After the utility survey is completed, the Contractor shall commence “potholing” or hand digging to determine the actual location of the pipe, duct, or conduit and in accordance with Government Code section 4216.4 if the excavation within the “tolerance zone” of a subsurface installation. The Engineer shall be given notice prior to commencing potholing operations. The Contractor shall uncover all piping and conduits, to a point one (1) foot below the pipe, where crossings, interferences, or connections are shown on the Drawings, prior to trenching or excavating for any pipe or structures, to determine actual elevations. New pipelines shall be laid to such grade as to clear all existing facilities, which are to remain in service for any period subsequent to the construction of the run of pipe involved.

6. The Contractor's attention is directed to the requirements of Government Code section 4216.2 (c) which provides: “When the excavation is proposed within 10 feet of a high priority subsurface installation, the operator of the high priority subsurface installation shall notify the excavator of the existence of the high priority subsurface installation to set up an onsite meeting prior to the legal excavation start date and time or at a mutually agreed upon time to determine actions or activities required to verify the location and prevent damage to the high priority subsurface installation. As part of the meeting, the excavator shall discuss with the operator the method and tools that will be used during the excavation and the information the operator will provide to assist in verifying the location of the subsurface installation. The excavator shall not begin excavating until after the completion of the onsite meeting.” The Contractor shall notify the Engineer in advance of this meeting.

C. Utility Relocation and Repair. If interferences occur at locations other than those indicated in the Contract Documents with reasonable accuracy, the Contractor shall notify the Engineer in writing. The Engineer will supply a method for correcting said interferences in accordance with the responsibilities of this Article and Government Code section 4215. Care shall be exercised by the Contractor to prevent damage to adjacent existing facilities and public or private works; where equipment will pass over these obstructions, suitable planking shall be placed. If high priority subsurface installations are damaged and the operator cannot be contacted, the Contractor shall call 911 emergency services. Temporary or permanent relocation or alteration of utilities desired by the Contractor for its own convenience shall be the Contractor’s responsibility and it shall make arrangements and bear all costs for such work D. Construction at Existing Utilities. Where the Work to be performed crosses or otherwise interferes with water, sewer, gas, or oil pipelines; buried cable; or other public or private utilities, the Contractor shall perform construction in such a manner so that no damage will result to either public or private utilities. It shall be the

4.1.c
Packet Pg. 298 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-44 00 72 00 – GENERAL CONDITIONS
responsibility of the Contractor to determine the actual locations of, and make accommodates to maintain, all utilities. Before any utility is taken out of service, permission shall be obtained by the Contractor from the owner. The owner, any impacted resident or business owner and the City will be advised of the nature and duration of the utility outage as well as the Contractor’s plan for providing temporary utilities if required by the owner. The Contractor shall be liable for all damage which may result from its failure to maintain utilities during the progress of the Work, and the Contractor shall indemnify City as required by the Contract Documents from all claims arising out of or connected with damage to utilities encountered during construction; damages resulting from disruption of service; and injury to persons or damage to property resulting from the negligent, accidental, or intentional breaching of utilities.

7.4 Trenches.

A. Trenches Five Feet or More in Depth. Contractor shall submit to the City at the preconstruction meeting, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from hazards of caving ground during the excavation of any trench or trenches five feet or more in depth. If such plan varies from shoring system standards established by the Construction Safety Orders of the California Code of Regulations, Department of Industrial Relations, the plan shall be prepared by a California registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations. The Contractor shall designate in writing the “competent person” as defined in Title 8, California Code of Regulations, who shall be present at the Work Site each day that trenching/excavation is in progress. The “competent person” shall prepare and provide daily trenching/excavation inspection reports to the Engineer.

Contractor shall also submit a copy of its annual California Occupational Safety and Health Administration (Cal/OSHA) trench/excavation permit.

B. Excavations Deeper than Four Feet.

1. If the Work involves excavating trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly within three (3) Days, and before the excavation is further disturbed, notify the City in writing of any of the following conditions:
a. Material that the Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
b. Subsurface or latent physical conditions at the site differing from those indicated by information made available to bidders prior to the deadline for submitting bids.
c. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract

4.1.c
Packet Pg. 299 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-45 00 72 00 – GENERAL CONDITIONS

2. The City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of the Work, shall issue a Change Order under the procedures described in Article 9.1 Change Orders and Time Extensions.

3. In the event that a dispute arises between the City and the 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, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all Work to be performed under the Contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the parties.

ARTICLE 8 -PROSECUTION OF THE WORK

8.1 Contractor’s Means and Methods.

A. Contractor is solely responsible for the means and methods utilized to perform the Work. Contractor shall perform all Work in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor warrants that all employees and Subcontractors shall have sufficient skill and experience to perform the Work assigned to them. Contractor represents that it, its employees and Subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, and that such licenses and approvals shall be maintained throughout the term of this Contract. Contractor shall perform the Work in full compliance with all applicable state, federal and local laws and to the all jurisdictions having authority over the Project.

8.2 Construction Schedule.

A. General Requirements. The schedule shall be prepared in a critical path method format and in an electronic scheduling program acceptable to the City and as specified in the Contract Documents. Contractor shall deliver the schedule and all updates to the City in both paper and electronic form. The electronic versions shall be in the format and include all data used to prepare the schedule.

B. Schedule. The receipt or approval of any schedules by the City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project.

Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract Time. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed and accepted by the City.

4.1.c
Packet Pg. 300 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-46 00 72 00 – GENERAL CONDITIONS
C. Schedule Contents. The schedule shall indicate the beginning and completion dates of all phases of construction; critical path for all critical, sequential time related activities; and “float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall include appropriate time allowances and constraints for Submittals, items of interface with Work performed by others, and specified construction, startup and performance tests. All float shall be owned by the Project. Schedules indicating early or late completion shall not modify or have any effect on the Contract Time, regardless of whether the schedules are reviewed and/or accepted by the City.

D. Material Lead Times. Contractor shall include anticipated material delivery lead times in the submitted construction schedule and identify long lead time items that could become critical path items and affect the overall construction schedule.

E. Schedule Updates. Contractor shall continuously update its construction schedule.

Contractor shall submit an updated and accurate construction schedule to the City:
(1) prior to the start of construction, if there are any changes to the initial schedule; (2) with each progress payment request; and (3) whenever requested to do so by the City. The City may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule. Upon the City’s request, Contractor shall submit any schedules or updates to the City in the native electronic format of the software used to create the schedule. Contractor shall also submit schedules showing a two-week detailed look-ahead at weekly meetings conducted with the City. The two-week lookahead schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Work within the Contract Time, and it shall clearly state the number of staff to be used on each daily segment of the Work.

F. Acceptance. Acceptance of the schedules by the City will not impose on responsibility for accuracy, for sequencing, scheduling, or progress of the Work, or compliance with the Contract Documents. Acceptance will not interfere with or relieve Contractor from Contractor’s full responsibility therefor.

8.3 Time for Completion and Liquidated Damages.

A. Time for Completion. The time for completion set forth in the Contract for Construction shall commence: (1) on the date stated in the Notice to Proceed, or (2) if the Notice to Proceed does not specify a commencement date, then on the date of the Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City’s receipt or acceptance of the Contractor’s proposed earlier completion date. Any difference in time between the Contractor’s early completion and the Contract Time shall be considered a part of the Project float. Contractor shall not be entitled to compensation, and the City will not compensate Contractor, for delays which impact early completion. Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date.

ADDENDUM 1

4.1.c
Packet Pg. 301 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-47 00 72 00 – GENERAL CONDITIONS
B. Liquidated Damages. If the Work is not completed within the Contract Time(s), it is understood that the City will suffer damage. In accordance with Government Code section 53069.85 and Public Contract Code section 7102, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each calendar day of delay until the Work is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages.

C. Inclement Weather. Contractor shall abide by the City’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule. Contractor shall not be entitled to reverse liquidated damages for time extensions resulting from inclement weather.

D. Extension of Time. Contractor’s entitlement to an extension of the Contract Times is limited to a City-caused extension of the critical path, reduced by the Contractor’s concurrent delays, and established by a proper time impact analysis. No time extension shall be allowed unless, and then only to the extent that, the City-caused delay extends the critical path beyond the previously approved Contract Time. The City shall ascertain the facts and extent of delay and grant extension of time for completing the Work when, in its judgment, the facts justify such an extension.

Contractor shall not be entitled to an adjustment in the Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. If approved, the increase in time required to complete the Work shall be added to the Contract Time.

E. Reverse Liquidated Damages. Consistent with Public Contract Code section 7102, Contractor will be compensated for damages incurred due to unreasonable delays to the critical path for which the City is responsible. The parties agree that determining Contractor’s exact delay damages are and will continue to be impracticable and extremely difficult. As such, for each calendar day in excess of the time for completion set forth in the Contract, the City shall pay to the Contractor the amount stipulated in the Contract. Such amount shall constitute the only payment allowed for any City-caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays. Contractor shall not be entitled to reverse liquidated damages for any change in the Work in which Contractor is compensated for overhead and profit through a change in Unit Price Work or a Change Order resulting in a lump sum or allowed mark-up for the additional Work. The amount of reverse liquidated damages shall be reduced by Contractor’s concurrent delays.

ADDENDUM 1

4.1.c
Packet Pg. 302 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-48 00 72 00 – GENERAL CONDITIONS
F. Force Majeure. If a delay to the critical path results from a Force Majeure Event, the Contractor will be entitled to a time extension but will not receive an adjustment to the Contract Price or any other compensation. Such a non-compensable adjustment shall be Contractor’s sole and exclusive remedy for such delays.

G. No Damages for Reasonable Delay. The City’s liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

H. Procedure for Time Extensions and Delay Damages. Contractor shall not be entitled to any extension of time or any reverse liquidated damages unless Contractor properly notices the delay and adjustment to compensation and requests a Change Order in accordance with Article 9.1 Change Orders and Time Extensions.

Contractor’s failure to timely and fully comply with the Change Order procedures in the Contract Documents shall constitute a waiver of Contractor’s right to a time extension or reverse liquidated damages.

I. No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule.

8.4 Contractor’s Responsibility for Work.

A. Responsibility for, and security of, all Work and materials related to Contractor’s Work is the responsibility of Contractor until final acceptance of the Contractor’s Work by the City. The City shall not be held responsible for the care or protection of any material or parts of the Work prior to final acceptance. Contractor shall take every necessary precaution against injury or damage to any part thereof by the action of the elements or from any cause whether arising from the execution or nonexecution of the Work and all loss or damage shall be borne by Contractor. The Contractor shall rebuild, repair, restore and make good at its own expense all injuries or damages to any portion of the Work before its completion and acceptance. In the event of damage proximately caused by an Act of God, as defined by Section 7105 of the Public Contract Code, the City will pay for repair or restoration to damaged Work in excess of 5% of the total Bid.

8.5 Occupancy.

A. The City reserves the right to occupy or utilize any portion of the Work at any time before completion, and such occupancy or use shall not constitute acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

4.1.c
Packet Pg. 303 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-49 00 72 00 – GENERAL CONDITIONS

8.6 Securities for Money Withheld.

A. Pursuant to section 22300 of the Public Contract Code of the State of California, Contractor may request the City to make retention payments directly to an escrow agent or may substitute securities for any money withheld by the City to ensure performance under the contract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City or with a state or federally chartered bank as the escrow agent who shall return such securities to Contractor upon satisfactory completion of the contract. Deposit of securities with an escrow agent shall be subject to a written agreement substantially in the form provided in section 22300 of the Public Contract Code.

8.7 The City’s Right to Suspend/Terminate the Contract.

A. Suspension of Work by the City.

1. The City in its sole and absolute discretion for any reason or no reason whatsoever may at any time, with or without cause, suspend performance of all or any part of the Work by giving not less than five (5) Days written notice to the Contractor. Such notice of suspension of Work will designate the amount and type of plant, labor, and equipment to be committed to the Project during the period of suspension. Contractor shall use its best efforts to utilize its plant, labor, and equipment in such a manner as to minimize costs associated with suspension.

2. Upon receipt of any such notice, Contractor shall, unless the notice requires otherwise: (1) immediately discontinue Work on the date and to the extent specified in the notice; (2) place no further orders or subcontracts for material, services, or facilities with respect to suspended Work other than to the extent required in the notice; (3) promptly make every reasonable effort to obtain suspension upon terms satisfactory to the City of all orders, subcontracts, and rental agreements to the extent they relate to performance of Work suspended; and (4) continue to protect and maintain the Work including those portions on which Work has been suspended.

3. The City shall not be liable for any additional costs, damages or anticipated profits incurred by Contractor or its Subcontractors and the Contract Price shall not be increased during the period of suspension, except the actual costs incurred by Contractor, excluding overhead and profit for (a) the purpose of safeguarding the Work and material and equipment in transit or at the Site during the period of suspension, (b) Contractor’s or its Subcontractor’s rented equipment which are maintained at the Site, or (c) other reasonable and unavoidable costs of shutting down the Work, or reassembling personnel and equipment resulting directly from such suspension. Contractor shall be granted an extension of the Contract Time equal to the number of days performance of Work is suspended; provided, however, that no actual costs or extension of Contract Time shall be granted if the suspension results from Contractor's noncompliance with the requirements of the Contract.

4.1.c
Packet Pg. 304 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-50 00 72 00 – GENERAL CONDITIONS
B. Termination for Cause by the City.

1. In the sole estimation of the City, if the Contractor refuses or fails to prosecute the Work or any separable part thereof with such diligence as will insure its completion within the time specified by the Contract Documents, or any extension thereof, or fails to complete such Work within such time, or if the Contractor should be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a receiver should be appointed on account of its insolvency, or the Contractor or any of its subcontractors should violate any of the provisions of this Contract, the City may serve written notice upon the Contractor and its surety of the City's intention to terminate this Contract. This notice of intent to terminate shall contain the reasons for such intention to terminate this Contract, and a statement to the effect that the Contractor's right to perform this Contract shall cease and terminate upon the expiration of ten (10) Days unless such violations have ceased and arrangements satisfactory to the City have been made for correction of said violations.

2. After expiration of the ten (10) Day period, the City may terminate the Contract by providing a Notice of Termination to the Contractor. The City may take over and complete the Work by any method it may deem appropriate, including enforcement of the Project performance bond. If the City takes over the Work, the City may, without liability for so doing, take possession of and utilize in completing the Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Site.

3. Contractor shall not be entitled to receive any further payment hereunder as a result of such termination. Contractor and its surety shall be liable to the City for any excess costs or other damages incurred by the City to complete the Work, including professional services and expenses, reasonable overhead, profit, and attorneys' fees. This payment obligation shall survive completion of the Project and termination or expiration of this Contract.

C. Termination for Convenience by the City:

1. The City may terminate performance of the Work called for by the Contract Documents in whole or, from time to time, in part, upon ten (10) Days written notice if the City determines that a termination is in the City's interest. The Contractor shall terminate all or any part of the Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination.

2. After receipt of Notice of Termination, and except as directed by the City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this termination for convenience clause, immediately proceed with the following obligations: (1) stop Work as specified in the Notice; (2) complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents; (3) leave the property upon which the Contractor was

4.1.c
Packet Pg. 305 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-51 00 72 00 – GENERAL CONDITIONS
working and upon which the facility (or facilities) forming the basis of the Contract Document is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety; (4) terminate all subcontracts to the extent that they relate to the portions of the Work terminated; and (5) place no further subcontracts or orders, except as necessary to complete the continued portion of the Contract.

3. In case of such termination for the City’s convenience, the Contractor shall be entitled to receive payment for Work actually completed by Contractor in conformity with this Contract prior to Contractor’s receipt of City’s Notice and costs incurred by reason of such termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract documents to incur, shall: (1) be submitted to and received by the City no later than 30 Days after the effective date of the Notice of Termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.” If the City rejects any costs, Contractor shall be deemed to waive the rejected costs unless Contractor files a Claim within thirty (30) Days of the rejection pursuant to Article 9.2.

4. Contractor shall be entitled to receive only the amounts payable under this Article, and Contractor specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits. The provisions in this Article are in addition to and not in limitation of any other rights or remedies available to the City.

5. Termination of the Contract shall not relieve surety of its obligation for any just claims arising out of or relating to the Work performed.

6. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the City or the Contract is terminated.

7. If the City terminates Contractor for cause, and if it is later determined that the termination was wrongful, such default termination shall automatically be converted to and treated as a termination for convenience. In such event, Contractor shall be entitled to receive only the amounts payable under this Article, and Contractor specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits.

8.8 Defective Work.

A. The City May Correct Defective Work.

1. If Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by the City, or if Contractor fails to perform the Work in

4.1.c
Packet Pg. 306 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-52 00 72 00 – GENERAL CONDITIONS
accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, the City may, after seven (7) Days written notice to Contractor, correct, or remedy any such deficiency.

2. In connection with such corrective or remedial action, the City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which the City has paid Contractor but which are stored elsewhere.

Contractor shall allow the City, and the agents, employees, other contractors, and consultants of each of them, access to the Site to enable the City to exercise the rights and remedies to correct the Defective Work.

3. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by the City correcting the Defective Work will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and the City shall be entitled to an appropriate decrease in the Contract Price. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of defective Work.

4. If the Change Order is executed after all payments under the Contract have been paid by the City and the Project retention is held in an escrow account as permitted by the Contract Documents, Contractor will promptly alert the escrow holder, in writing, of the amount of retention to be paid to the City. If the Change Order is executed after release of the Project retention, an appropriate amount will be paid by Contractor to the City. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the City correcting Defective Work.

B. Acceptance of Defective Work.

1. If, instead of requiring correction or removal and replacement of defective Work, the City prefers to accept it, the City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to the City’s evaluation of and determination to accept such defective Work and for the diminished value of the Work. If any acceptance of Defective Work occurs prior to release of the Project retention, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and the City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work and all costs incurred by the City. If the acceptance of defective work occurs after release of the Project retention, an appropriate amount will be paid by Contractor to the City.

4.1.c
Packet Pg. 307 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-53 00 72 00 – GENERAL CONDITIONS

8.9 Completion and Acceptance of Work.

A. Final Inspection. Upon written notice from Contractor that the entire Work is complete, the Engineer will promptly make a final inspection with the City and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies.

B. Final Acceptance. The acceptance of the Work on behalf of the City will be made by the Engineer. Such acceptance by the City shall not constitute a waiver of defects.

After Contractor has, in the opinion of the Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, Record Documents, and other documents required by the Contract Documents, the City shall execute a Notice of Completion, constituting final acceptance and completion of the Project, except as may be expressly noted.

8.10 Guarantee of Work.

A. Neither the final payment nor any provision in the Contract Documents shall relieve Contractor of responsibility for faulty materials or workmanship. Contractor hereby guarantees that materials and Work shall be completed in conformance with the Contract Documents and that the materials and Work provided will fulfill the requirements of this guarantee. Contractor hereby agrees to repair or replace, at the discretion of the City, any or all Work that may prove to be defective in its workmanship, materials furnished, methods of installation or fail to conform to the Contract Document requirements together with any other Work which may be damaged or displaced by such defect(s) within a period of one (1) year (or as otherwise indicated in the Contract Documents or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) from the date of the Notice of Completion of the Project without any expense whatever to the City, ordinary wear and tear and unusual abuse and neglect excepted. Contractor shall be required to promptly repair or replace defective equipment or materials, at Contractor’s option. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor.

B. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected Work. The reinstatement of the one (1) year warranty shall apply only to that portion of Work that was corrected. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract Documents. In the event of Contractor’s failure to comply with the above-mentioned conditions within ten (10) Days after being notified in writing of required repairs, to the reasonable satisfaction of the City, the City shall

4.1.c
Packet Pg. 308 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-54 00 72 00 – GENERAL CONDITIONS
have the right to correct and replace any defective or non-conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor’s sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder immediately upon demand.

C. In addition to the warranty set forth in this Article, Contractor shall obtain for the City all warranties that would be given in normal commercial practice and assign to the City any and all manufacturer’s or installer’s warranties for equipment or materials not manufactured by Contractor and provided as part of the Work, to the extent that such third-party warranties are assignable and extend beyond the warranty period set forth in this Article. Contractor shall furnish the City with all warranty and guarantee documents prior to final acceptance of the Project by the City as required.

D. When specifically indicated in the Contract Documents or when directed by the Engineer, the City may furnish materials or products to the Contractor for installation.

In the event any act or failure to act by Contractor shall cause a warranty applicable to any materials or products purchased by the City for installation by the Contractor to be voided or reduced, Contractor shall indemnify the City from and against any cost, expense, or other liability arising therefrom, and shall be responsible to the City for the cost of any repairs, replacement or other costs that would have been covered by the warranty but for such act or failure to act by Contractor.

E. The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary work to remedy the failure, defect, or damage. If the Contractor fails to promptly remedy any defect or damage, the City shall have the right to replace, repair or otherwise remedy the defect, or damage at the Contractor’s expense.

F. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition.

G. This Article shall not limit City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. Nothing in the warranty or in the Contract Documents shall be construed to limit the rights and remedies available to the City at law or in equity, including, but not limited to, Code of Civil Procedure section 337.15.

ARTICLE 9 -CHANGE ORDERS; DISPUTE RESOLUTION

9.1 Change Orders and Time Extensions.

A. Change Orders. All changes to the Contract, including compensation increases and time extensions, shall be through a written Change Order in accordance with this Article. The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, and Contractor’s compensation and the time for completion shall be adjusted accordingly. Whenever any change is made as provided for herein, such change shall be considered and treated as though

4.1.c
Packet Pg. 309 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-55 00 72 00 – GENERAL CONDITIONS
originally included in the Contract, and shall be subject to all terms, conditions, and provisions of the original Contract. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. No dispute, disagreement, or failure of the parties to reach agreement on the terms of the Change Order shall relieve the Contractor from the obligation to proceed with performance of the Work, including Additional Work, promptly and expeditiously. Any alterations, extensions of time, Additional Work, or any other changes may be made without securing consent of the Contractor’s surety or sureties.

B. City Directive. The City may direct changes in the Work by delivering a written directive. To the extent the work directive results in a change to compensation or time, Contractor must timely request a Change Order and comply with all Change Order procedures in accordance with this Article. Notwithstanding issuance of a work directive, Contractor’s failure to timely request a Change Order shall constitute a waiver by Contractor of any adjustment to compensation or time extension for Work performed under the directive. The City shall not be liable to Contractor for Work performed or omitted by Contractor in reliance on verbal orders.

C. Contractor’s Notice of Change/Delay. If Contractor intends to initiate a Change Order Request, then Contractor shall provide the City with written notice of the underlying facts and circumstances that gave rise to the proposed change within the following times:

1. If due to unknown subsurface or latent physical conditions, within three (3) days from the discovery date or prior to the alterations of the conditions, whichever is earlier.

2. If due to a Force Majeure Event, as soon as reasonably practicable under the conditions, which shall be no longer than three (3) days from the date the Contractor discovers that the Force Majeure Event gives rise to a change, unless that the conditions are such that notice within three (3) days is not possible or practicable.

3. If due to any other matter that may involve an adjustment to the Contract Time or the Contract Price, within seven (7) Days from the discovery date.

To be considered valid and complete, the notice of change/delay shall include a general statement of the circumstances giving rise to the notice of change/delay and a reasonable order of magnitude estimate of the additional costs and/or time.

If the circumstances give rise to both a cost adjustment and time extension, Contractor shall submit the notice of change and notice of delay concurrently.

D. Request for Change in Compensation and/or Extension of Time. Contractor shall submit a Change Order Request for any adjustment to Contractor’s compensation and/or any extension of time. The Change Order Request shall be made prior to incurring any expense and within fourteen (14) Days from either Contractor’s notice of change/delay or the City’s directive ordering the change. For any costs or information that cannot be determined at the time Contractor submits the Change Order Request, Contractor shall submit to the City notice of the costs or information and all supporting

4.1.c
Packet Pg. 310 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-56 00 72 00 – GENERAL CONDITIONS
documentation within five (5) Days of when the costs or other information become subject to determination. The Change Order Request shall include all of the following information (unless inapplicable to the change):

1. A detailed description of the circumstances giving rise to the request;

2. A complete itemized cost proposal, including itemized pricing for first tier Subcontractors;

3. Supporting documentation for all costs;

4. A time impact analysis showing the impact of the delay to the critical path to completion;

5. If any added costs or information cannot be determined at the time of the Change Order Request, the reason the costs or information cannot be determined at the time; and

6. Certification to the accuracy of the Change Order Request under penalty of perjury.

The time impact analysis shall be in the critical path method format and shall show the sequencing of all critical and non-critical new activities and/or activity revisions affected by the delay, with logic ties to all affected existing activities noted on the schedule. The City may demand, and Contractor shall provide, any additional information supporting the Change Order Request, including but not limited to native electronic format version of schedules and time impact analyses. Contractor shall provide the requested additional information within five (5) Days of the request.

E. City’s Final Decision on Change Order; Ordered Changes. If the City denies the Change Order Request or disagrees with the proposal submitted by Contractor, it will notify the Contractor, and the City will provide its opinion of the appropriate price and/or time extension. If no agreement can be reached, the City shall have the right to order the Work performed on a time and materials basis or to issue a unilateral Change Order setting forth the City’s determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. The City shall also have the right to order changes in the Work to be performed promptly by the Contractor on a time and materials basis or to issue a unilateral Change Order setting forth the City’s determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. The City’s determination shall become final and binding if the Contractor fails to submit a claim in writing in accordance with Article 9.2 to the City within fourteen (14) Days of the issuance of the unilateral Change Order, disputing the terms of the unilateral Change Order and providing such supporting documentation for its position as the City may reasonably require.

F. Contractor’s Waiver of Further Relief.

1. Contractor recognizes and acknowledges that timely submission of a formal written notice of change/delay and Change Order Request, whether or not the circumstances of the change may be known to the City or available to the City through other means, is not a mere formality but is of crucial importance to the

4.1.c
Packet Pg. 311 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-57 00 72 00 – GENERAL CONDITIONS
ability of the City to promptly identify, prioritize, evaluate and mitigate the potential effects of changes. Any form of informal notice, whether verbal or written (including, without limitation, statements in requests for information, statements in Submittals, statements at any job meeting or entries on monthly reports, daily logs or job meeting minutes), that does not strictly comply with the formal requirements of this Article, shall accordingly be insufficient.

2. CONTRACTOR’S FAILURE TO PROVIDE A COMPLETE AND TIMELY NOTICE

OF CHANGE/DELAY AND/OR CHANGE ORDER REQUEST, OR TO COMPLY

WITH ANY OTHER REQUIREMENT OF THIS ARTICLE, SHALL CONSTITUTE

A WAIVER BY CONTRACTOR OF THE RIGHT TO A CONTRACT

ADJUSTMENT ON ACCOUNT OF SUCH CIRCUMSTANCES AND A WAIVER

OF ANY RIGHT TO FURTHER RECOURSE OR RECOVERY BY REASON OF

OR RELATED TO SUCH CHANGE BY MEANS OF THE CLAIMS DISPUTE

RESOLUTION PROCESS OR BY ANY OTHER LEGAL PROCESS OTHERWISE PROVIDED FOR UNDER APPLICABLE LAWS.

G. Change Order Format. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in compensation or extension of time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. The City may designate the forms to be used for notices, requests, and Change Orders. If so designated, Contractor may only use such forms. Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the Change Order.

No Claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City’s Change Order form in an attempt to reserve additional rights.

H. Determining Adjustments to Compensation.

1. Limitation on Costs. Contractor shall not be entitled to any compensation for Work subject to a Change Order except as expressly set forth in this Article. The markup added in instances of Additional Work shall constitute the entire amount of profit, any mark-ups, any field or home office overhead costs, including personnel, equipment or office space, any materials, or any costs of equipment idle time for such Work.

2. Unit Price Change Orders.
a. When the actual quantity of a Unit Price Work item varies from the Bid Schedule, compensation for the change in quantity will be calculated by multiplying the actual quantity by the unit price. This calculation may result in either an additive or deductive Change Order. Bid items included on the Bid Schedule may be deducted from the Work in their entirety without any negotiated extra costs. Because Unit Price Work includes overhead and profit as determined by Contractor at the time of its Bid submission, no mark up or deduction for overhead and profit will be allowed.

4.1.c
Packet Pg. 312 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-58 00 72 00 – GENERAL CONDITIONS
b. The City or Contractor may initiate a Change Order or Change Order Request to adjust the Contract Price in accordance with Contractor Documents based on actual quantities of Unit Price Work. The City or Contractor may make a claim for an adjustment in the Unit Price in accordance with the Contract Documents if: (1) the quantity of any item of Unit Price Work performed by Contractor differs by twenty-five percent (25%) or more from the estimated quantity of such item indicated in the Contract; (2) there is no corresponding adjustment with respect to any other item of Work; and (3) Contractor believes that Contractor is entitled to an increase in unit price as a result of having incurred additional expense or the City believes that the City is entitled to a decrease in unit price and the parties are unable to agree as to the amount of any such increase or decrease.

3. Lump Sum Change Orders. Whenever possible, any changes affecting compensation shall be in a lump sum mutually agreed by the Contractor and the City.

4. Time and Materials Change Orders. The City may direct the Contractor to proceed with the Additional Work with payment to be made on the basis of actual cost of the labor and materials required to complete the Additional Work. If the Project is federally funded, a time and materials Change Order shall only be issued after a determination that no other Change Order is suitable and the Change Order shall include a ceiling price that the Contractor exceeds at its own risk.

5. Federally Funded Projects. For any change in price to the Contract, general and administrative expenses shall be negotiated and must conform to the cost principles set forth under at 2 C.F.R. Part 200, subpart E, and profit shall be negotiated as a separate element of the cost. To establish a fair and reasonable profit, consideration must be given to the complexity of the Additional Work to be performed, the risk borne by the Contractor, the Contractor's investment, the amount of subcontracting, the quality of its record of past performance, and industry profit rates in the surrounding geographical area for similar work.

6. Allowed Costs. Estimates for lump sum quotations and accounting for time-andmaterial work shall be limited to direct expenditures necessitated specifically by the change and shall be segregated as follows:
a. Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from federal, state or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. Estimated labor hours must only include hours for those workmen and working foremen directly involved in performing the change order work. Supervision above the level of working foremen (such as general foremen, superintendent, project manager, etc.) is considered to be included

4.1.c
Packet Pg. 313 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-59 00 72 00 – GENERAL CONDITIONS
in the markup percentages as outlined below. Note that no separate allowances for warranty expense will be allowed as a direct cost of a change order. Costs attributed to warranty expenses will be considered to be covered by the markup. Labor burden allowable in Change Orders shall be defined as employer's net actual cost of payroll taxes (FICA, Medicare, SUTA, FUTA), net actual cost for employer's cost of union benefits (or other usual and customary fringe benefits if the employees are not union employees), and net actual cost to employer for worker's compensation insurance taking into consideration adjustments for experience modifiers, premium discounts, dividends, rebates, expense constants, assigned risk pool costs, net cost reductions due to policies with deductibles for self-insured losses, assigned risk rebates, etc.

Contractor shall reduce their standard payroll tax percentages to properly reflect the effective cost reduction due to the estimated impact of the annual maximum wages subject to payroll taxes. An estimated percentage for labor burden may be used for pricing change orders. However, the percentage used for labor burden to price Change Orders will be examined at the conclusion of the Project and an adjustment to the approved Change Orders will be processed if it is determined that the actual labor burden percentage should have been more or less than the estimated percentage used. b. Materials. The cost of materials reported shall be at the lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery. Materials costs shall be based upon Supplier or manufacturer’s invoice.
c. Tool and Equipment Use. Regardless of ownership, the rates to be used in determining equipment use shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, at the time the work is performed.

The Contractor shall furnish cost data supporting the establishment of the rental rate. The rental rate to be applied for use of each items of equipment shall be the rate resulting in the least total cost to the City for the total period of use. The City shall make the final determination as to an equitable rental rate for the equipment. No payment will be made for the use of small tools, which have a replacement value of $1,000 or less. The rental time to be paid for equipment shall be the time the equipment is in productive operation on the Additional Work being performed. Rental time will not be allowed while equipment is inoperative due to breakdowns. All equipment shall, in the opinion of the City, be in good working condition and suitable for the purpose for which the equipment is to be used. Equipment with no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer. Before construction equipment is used on any Additional Work, the Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the City, in duplicate, a description of the equipment and its identifying number. When hourly rates are listed, any part of an hour less than 30 minutes of operation shall be considered to be 1/2- hour of operation, and any part of an hour greater than 30 minutes will be considered one hour of operation. When daily rates are listed, any part of a day less than 4 hours operation shall be considered to be 1/2-day of operation.

4.1.c
Packet Pg. 314 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-60 00 72 00 – GENERAL CONDITIONS

7. Allowed Mark-up. The allowed mark-up for any and all overhead (including supervision and home and field office costs) and profit on work added to the Contract shall be determined in accordance with the following provisions:
a. “Net Cost” is defined as the actual costs of labor, materials and tools and equipment only, excluding overhead and profit. The costs of applicable insurance and bond premium will be reimbursed to the Contractor and Subcontractors at cost only, without mark-up. Contractor shall provide the City with documentation of the costs, including but not limited to payroll records, invoices, and such other information as the City may reasonably request. b. For Work performed by the Contractor’s forces the allowed mark-up shall not exceed fifteen (15%) percent of labor costs, ten percent (10%) of material costs, and ten percent (10%) of the cost of tools and equipment use. c. For Work performed by a Subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Subcontractor’s Net Cost of the Work to which the Contractor may add up to five percent (5%) of the Subcontractor’s Net Cost.
d. For Work performed by a sub-subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the sub-subcontractor’s Net Cost for Work to which the Subcontractor and Contractor may each add up to an additional five percent (5%) of the Net Cost of the lower tier subcontractor. e. No additional mark-up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by the City exceed twenty-five percent (25%) of the Net Cost as defined herein, of the party that performs the Work.

8. Documentation of Time-and-Material Costs.
a. T&M Daily Sheets. Contractor must submit timesheets, materials invoices, records of equipment hours, and records of rental equipment hours to the City’s for an approval signature each day that Work is performed on a time-andmaterial basis. The Engineer’s signature on time sheets only serves as verification that the Work was performed and is not indicative of the City’s agreement to Contractor’s entitlement to the cost.
b. T&M Summary Sheet. Contractor shall submit a T&M Summary Sheet, which shall include total actual costs, within five (5) Days following completion of Additional Work on a time-and-material basis. Contractor’s total actual cost shall be presented in a summary table in an electronic spreadsheet file by labor, material, equipment, and any other costs, along with documentation supporting the costs. Contractor’s failure to submit the T&M Summary Sheet within five (5) Days of completion of the Additional Work will result in Contractor’s waiver for any reimbursement of any costs associated with the Additional Work.

4.1.c
Packet Pg. 315 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-61 00 72 00 – GENERAL CONDITIONS

9. Excluded Costs. The following costs or any other home or field office overhead costs, all of which are to be considered administrative costs covered by the Contractor’s mark-up, shall not be allowed costs and shall not be included in any lump sum proposals or time-and-materials invoices:
a. Overhead Cost. Payroll costs and other compensation of Contractor’s officers, executives, principals, general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, timekeepers, clerks, and other personnel employed by Contractor whether at the Site or in Contractor’s principal office or any branch office, material yard, or shop for general administration of the Work;
b. Office Expenses. Expenses of Contractor’s principal and branch offices; c. Capital Expenses. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Additional Work and charges against Contractor for delinquent payments;
d. Negligence. Costs due to the negligence of Contractor or any Subcontractor or Supplier, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including without limitation the correction of Defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property;
e. Small Tools. Cost of small tools valued at less than $1,000 and that remain the property of Contractor;
f. Administrative Costs. Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates, or the preparation or filing of Claims;
g. Anticipated Lost Profits. Expenses of Contractor associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on earnings, or unpaid retention;
h. Home Office Overhead. Costs derived from the computation of a “home office overhead” rate by application of the Eichleay, Allegheny, burden fluctuation, or other similar methods;
i. Special Consultants and Attorneys. Costs of special consultants or attorneys, whether or not in the direct employ of Contractor, employed for services specifically related to the resolution of a Claim, dispute, or other matter arising out of or relating to the performance of the Additional Work. j. Other. Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly included in the Contract Documents; including but not limited to: submittals, drawings, field drawings, shop drawings, including submissions of drawings; field inspection; general superintendence; computer services; reproduction services; salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; janitorial services; small tools, incidentals and consumables; temporary on-site facilities

4.1.c
Packet Pg. 316 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-62 00 72 00 – GENERAL CONDITIONS
(offices, telephones, high speed internet access, plumbing, electrical power, lighting; platforms, fencing, water); surveying; estimating; protection of work; handling and disposal fees; final cleanup; other incidental work; related warranties; insurance and bond premiums.

9.2 Procedure for Resolving Claims.

A. Prerequisites. Contractor shall timely comply with any and all requirement of the Contract Documents pertaining to notices and requests for changes to the Contract Time or Contract Price, including but not limited to all requirements of Article 9.1, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the time for completion or Contractor’s compensation, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the Contract or at law.

B. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code.

This Article shall be construed to be consistent with all applicable law, including but not limited to these statutes.

C. Claims. For purposes of this Article, “Claim” means a separate demand by the Contractor for:

1. An adjustment to the time for completion including, without limitation, for relief from damages or penalties for delay assessed by the City;

2. Payment by the City of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled; or

3. An amount the payment of which is disputed by the City.

A “Claim” does not include any demand for payment for which the Contractor has failed to provide notice, request a Change Order, or otherwise failed to follow any procedures contained in the Contract Documents.

D. Filing Claims. Claims governed by this Article may not be filed unless and until the Contractor completes any and all requirements of the Contract Documents pertaining to notices and requests for changes to the Contract Time or Contract Price, and Contractor’s request for a change has been denied in whole or in part.

Claims governed by this Article must be filed no later than thirty (30) Days after a request for change has been denied in whole or in part or after any other event giving rise to the Claim. The Claim shall be submitted in writing to the City and shall include on its first page the following words in 16 point capital font: “THIS IS A CLAIM.” The

4.1.c
Packet Pg. 317 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-63 00 72 00 – GENERAL CONDITIONS
Claim shall include all information and documents necessary to substantiate the Claim, including but not limited to those identified below. Nothing in this Article is intended to extend the time limit or supersede notice requirements otherwise provided by Contract Documents. Failure to follow such contractual requirements shall bar any Claims or subsequent proceedings for compensation or payment thereon.

E. Documentation. The Contractor shall submit all Claims in the following format:

1. Summary description of Claim including basis of entitlement, merit and amount of time or money requested, with specific reference to the Contract Document provisions pursuant to which the Claim is made

2. List of documents relating to Claim:
a. Specifications
b. Drawings
c. Clarifications (Requests for Information)
d. Schedules
e. Other

3. Chronology of events and correspondence

4. Narrative analysis of Claim merit

5. Analysis of Claim cost, including calculations and supporting documents

6. Time impact analysis in the form required by the Contract Documents or, if the Contract Documents do not require a particular format, CPM format, if an adjustment of the Contract Time is requested
F. City’s Response. Upon receipt of a Claim pursuant to this Article, the City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 Days, shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within 60 Days after the City issues its written statement.

1. If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim, and the City’s governing body does not meet within the 45 Days or within the mutually agreed to extension of time following receipt of a Claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three (3) Days following the next duly publicly noticed meeting of the City’s governing body after the 45-Day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

4.1.c
Packet Pg. 318 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-64 00 72 00 – GENERAL CONDITIONS

2. Within 30 Days of receipt of a Claim, the City may request in writing additional documentation supporting the Claim or relating to defenses or Claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the City and the Contractor. The City’s written response to the Claim, as further documented, shall be submitted to the Contractor within 30 Days (if the Claim is less than $50,000, within 15 Days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

G. Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 Days of receipt of the City’s response or within 15 Days of the City’s failure to respond within the time prescribed, respectively, and demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 Days for settlement of the dispute.

H. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 Days after the City issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The public entity and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the Claim has been identified in writing, unless the parties agree to select a mediator at a later time.

1. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

2. For purposes of this Article, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this Article.

3. Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.

4. The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved Claims shall be considered jointly in a single mediation, unless a new unrelated Claim arises after mediation is completed.

4.1.c
Packet Pg. 319 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-65 00 72 00 – GENERAL CONDITIONS
I. Procedures After Mediation. If following the mediation, the Claim or any portion remains in dispute, the Contractor must file a Claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating litigation.

For purposes of those provisions, the running of the period of time within which a Claim must be filed shall be tolled from the time the Contractor submits his or her written Claim pursuant to subdivision (a) until the time the Claim is denied, including any period of time utilized by the meet and confer conference.

J. Civil Actions. The following procedures are established for all civil actions filed to resolve Claims of $375,000 or less:

1. Within 60 Days, but no earlier than 30 Days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Contract. The mediation process shall provide for the selection within 15 Days by both parties of a disinterested third person as mediator, shall be commenced within 30 Days of the submittal, and shall be concluded within 15 Days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

2. If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

K. Government Code Claim Procedures.

1. This Article does not apply to tort claims and nothing in this Article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commending with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.5 of Title 1 of the Government Code.

2. In addition to any and all requirements of the Contract Documents pertaining to notices of and requests for adjustment to the Contract Time, Contract Price, or compensation or payment for Additional Work, disputed Work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Section 900, et seq. prior to filing any lawsuit against the City.

4.1.c
Packet Pg. 320 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-66 00 72 00 – GENERAL CONDITIONS

3. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to adjustment of the Contract Time or Contract Price for Additional Work, disputed Work, construction claims, and/or changed conditions have been followed by Contractor. If Contractor does not comply with the Government Code claim procedure or the prerequisite contractual requirements, Contractor may not file any action against the City.

4. A Government Code claim must be filed no earlier than the date the Work is completed or the date the Contractor last performs Work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved Claims known to Contractor or that should reasonably by known to Contractor excepting only new unrelated Claims that arise after the Government Code claim is submitted.

L. Non-Waiver. The City’s failure to respond to a Claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the Claim being deemed rejected in its entirety, and shall not constitute a waiver of any rights under this Article.

ARTICLE 10 - MEASUREMENT; PAYMENT

10.1 Cost Breakdown.

A. Lump Sum Work. Contractor shall furnish on forms approved by the City within ten (10) Days of the Notice to Proceed, a schedule of values allocating the entire Contract Price to the various portions of the Work and prepared in such a form and supported by such data to substantiate its accuracy as the Engineer may require.

This schedule of values, unless objected to by the Engineer, shall be used as a basis for reviewing the Contractor’s applications for payment. Contractor shall submit the schedule of values prior to submitting its first application for payment, and the City will not issue any payment until it receives and approves the schedule of values.

B. Unit Price Work. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work multiplied by the estimated quantity of each item as indicated in the Contract. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor’s overhead and or profit for each separately identified item. Unless otherwise specified, payment will be based on the actual quantities of Work as verified and approved by the Engineer, based on the price per unit as set forth in the Bid Schedule.

10.2 Progress Estimates and Payment.

A. By the tenth (10th) Day of the following calendar month, Contractor shall submit to Engineer a payment request which shall set forth in detail the value of the Work done for the period beginning with the date Work was first commenced and ending on the

4.1.c
Packet Pg. 321 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-67 00 72 00 – GENERAL CONDITIONS
end of the calendar month for which the payment request is prepared. Contractor shall include an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid. Contractor shall include any amount earned for authorized Change Orders. Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

B. From the total thus computed, a deduction shall be made in the amount of five percent (5%) for retention, except where the City has adopted a finding that the Work done under the Contract is substantially complex, and then the amount withheld as retention shall be the percentage specified in the Notice Inviting Bids. The amount computed, less the amount withheld for retention and any amounts withheld as set forth below, shall be the amount of the Contractor’s payment request.

C. The City may withhold a sufficient amount or amounts of any payment or payments otherwise due to Contractor, as in its judgment may be necessary to cover:

1. Payments which may be past due and payable for just claims against Contractor or any Subcontractors for labor or materials furnished in and about the performance of work on the Project under this Contract.

2. Defective Work not remedied.

3. Failure of Contractor to make proper payments to his Subcontractor or for material or labor.

4. Completion of the Contract if there is a reasonable doubt that the Work can be completed for balance then unpaid.

5. Damage to another contractor or a third party.

6. Amounts which may be due the City for claims against Contractor.

7. Failure of Contractor to keep the Record Drawings up to date.

8. Failure to provide update on construction schedule as required herein.

9. Site cleanup.

10. Failure to comply with Contract Documents.

11. Liquidated damages.

12. Legally permitted penalties.

D. The City may apply such withheld amount or amounts to payment of such claims or obligations at its discretion with the exception of subsections (C)(1), (3), and (5) of this Article, which must be retained or applied in accordance with applicable law. In so doing, the City shall be deemed the agent of Contractor and any payment so made by the City shall be considered as a payment made under contract by the City to Contractor and the City shall not be liable to Contractor for such payments made in good faith. Such payments may be made without prior judicial determination of

4.1.c
Packet Pg. 322 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-68 00 72 00 – GENERAL CONDITIONS
claim or obligations. The City will render Contractor a proper accounting of such funds disbursed on behalf of Contractor.

E. Upon receipt, the Engineer shall review the payment request to determine whether it is undisputed and suitable for payment. If the payment request is determined to be unsuitable for payment, it shall be returned to Contractor as soon as practicable but not later than seven (7) Days after receipt, accompanied by a document setting forth in writing the reasons why the payment request is not proper. The City shall make the progress payment within 30 Days after the receipt of an undisputed and properly submitted payment request from Contractor, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8132.

The number of days available to the City to make a payment without incurring interest pursuant to this paragraph shall be reduced by the number of Days by which the Engineer exceeds the seven (7) Day requirement.

F. A payment request shall be considered properly executed if funds are available for payment of the payment request and payment is not delayed due to an audit inquiry by the financial officer of the City.

G. The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

10.3 Final Acceptance and Payment
A. Following the City’s acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request. The City shall have the right to adjust any estimate of quantity and to correct any error made in any estimate for payment.

B. When the Work has been accepted there shall be paid to Contractor a sum equal to the Contract Price less any amounts previously paid Contractor and less any amounts withheld by the City from Contractor under the terms of the Contract. The final five percent (5%), or the percentage specified in the Notice Inviting Bids where the City has adopted a finding of substantially complete, shall not become due and payable until as required by Public Contract Code section 7107. If the Contractor has placed securities with the City as described herein, the Contractor shall be paid a sum equal to one hundred percent (100%) of the Contract Price less any amounts due the City under the terms of the Contract.

C. Unless Contractor advises the City in writing prior to acceptance of the final five percent (5%) or the percentage specified in the Notice Inviting Bids where the City has adopted a finding of completion, or the return of securities held as described herein, said acceptance shall operate as a release to the City of all claims and all liability to Contractor for all things done or furnished in connection with this Work and for every act of negligence of the City and for all other claims relating to or arising out of this Work. If Contractor advises the City in writing prior to acceptance of final payment or return of the securities that there is a dispute regarding the amount due the Contractor, the City may pay the undisputed amount contingent upon the Contractor furnishing a release of all undisputed claims against the City with the disputed claims in stated amounts being specifically excluded by Contractor from the

4.1.c
Packet Pg. 323 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-69 00 72 00 – GENERAL CONDITIONS
operation of the release. No payments, however, final or otherwise, shall operate to release Contractor or its sureties from the faithful performance bond, labor and material payment bond, or from any other obligation under this Contract.

D. In case of termination of the Contract any unpaid balance shall be and become the sole and absolute property of the City to the extent necessary to repay the City any excess in the cost of the Work above the Contract Price.

E. Final payment shall be made no later than 60 Days after the date of acceptance of the Work by the City or the date of occupation, beneficial use and enjoyment of the Work by the City including any operation only for testing, start-up or commissioning accompanied by cessation of labor on the Work, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8136.

In the event of a dispute between the City and the Contractor, the City may withhold from the final payment an amount not to exceed 150% of the disputed amount.

F. Within ten (10) Days from the time that all or any portion of the retention proceeds are received by Contractor, Contractor shall pay each of its Subcontractors from whom retention has been withheld each Subcontractor’s share of the retention received. However, if a retention payment received by Contractor is specifically designated for a particular Subcontractor, payment of the retention shall be made to the designated Subcontractor if the payment is consistent with the terms of the subcontract.

ARTICLE 11 -MISCELLANEOUS

11.1 Patents.

A. Contractor shall hold and save the City, officials, officers, employees, and authorized volunteers harmless from liability of any nature or kind of claim therefrom including costs and expenses for or on account of any patented or unpatented invention, article or appliance manufactured, furnished or used by Contractor in the performance of this Contract.

11.2 Document Retention & Examination
A. 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 State Auditor General for a period of three (3) years after final payment. Contractor shall make available to the City any of the Contractor’s other documents related to the Project immediately upon request of the City. In addition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of five (5) years after final payment.

4.1.c
Packet Pg. 324 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-70 00 72 00 – GENERAL CONDITIONS

11.3 Notice.

A. All notices shall be in writing and either served by personal delivery or mailed to the other party. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to the City shall be addressed to the City as designated in the Notice Inviting Bids unless the City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

11.4 Notice of Third Party Claims
A. Pursuant to Public Contract Code section 9201, the City shall provide the Contractor with timely notification of the receipt of any third-party claims relating to the Contract.

The City is entitled to recover reasonable costs incurred in providing such notification.

11.5 State License Board Notice
A. Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

11.6 Assignment of Contract
A. Contractor shall not assign, transfer, convey, sublet or otherwise dispose of the rights or title of interest of any or all of this contract without the prior written consent of the City. Any assignment or change of Contractor’s name of legal entity without the written consent of the City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

11.7 Change In Name And Nature Of Contractor’s Legal Entity.

A. Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract and all related documents. No change of Contractor’s name or nature will affect the City’s rights under the Contract, including but not limited to the bonds.

4.1.c
Packet Pg. 325 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-71 00 72 00 – GENERAL CONDITIONS

11.8 Prohibited Interests
A. No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction, or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

11.9 Controlling Law
A. Notwithstanding any subcontract or other contract with any Subcontractor, Supplier, or other person or organization performing any part of the Work, this Contract shall be governed by the law of the State of California excluding any choice of law provisions.

11.10 Jurisdiction; Venue
A. Contractor and any Subcontractor, Supplier, or other person or organization performing any part of the Work agrees that any action or suits at law or in equity arising out of or related to the bidding, award, or performance of the Work shall be maintained in the Superior Court of Riverside County, California, and expressly consent to the jurisdiction of said court, regardless of residence or domicile, and agree that said court shall be a proper venue for any such action.

11.11 Cumulative Remedies.

A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Applicable Laws, by special warranty or guarantee, or by other provisions of the Contract Documents.

The provisions of this Article will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply.

11.12 Survival of Obligations.

A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor.

11.13 Headings.

A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions.

4.1.c
Packet Pg. 326 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-72 00 72 00 – GENERAL CONDITIONS

11.14 Assignment of Antitrust Actions
A. In accordance with §7103.5(b) of the California Public Contract Code, Contractor and Subcontractors must conform to the following requirements:

1. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or Subcontractor offer and agree to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under §4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with §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.

2. This assignment must be made and become effective at the time the awarding body tenders to Contractor, without further acknowledgment by the parties.

11.15 Other Legal Provisions.

A. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules, or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify City in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in Work. If Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to City, he shall bear all costs arising therefrom.

B. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA laws, rules and regulations. Contractor shall comply with the Historic Building Code, including, but not limited to, as it relates to the ADA, whenever applicable.

C. Contractor acknowledges and understands that, pursuant to Public Contract Code section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code section 2717(b) in order to supply mined material for this Contract.

D. No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting, or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the Work, shall be or become directly or indirectly interested financially in the Contract.

E. All provisions of law required to be inserted in the Contract or Contract Documents pursuant to any Applicable Laws shall be and are inserted herein. If through mistake, neglect, oversight, or otherwise, any such provision is not herein inserted or inserted in improper form, upon the application of either party, the Contract or Contract

4.1.c
Packet Pg. 327 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
GC-73 00 72 00 – GENERAL CONDITIONS
Documents shall be changed by City, at no increase in Contract Price or extension in Contract Times, so as to strictly comply with the Applicable Laws and without prejudice to the rights of either party hereunder.

END OF GENERAL CONDITIONS

4.1.c
Packet Pg. 328 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
SC-1 00 73 13 - SPECIAL CONDITIONS
00 73 13 – SPECIAL CONDITIONS
ARTICLE 1 -SCOPE OF WORK

1.1 Location of the Project.

A. Along Esplanade Avenue from Warren Road to Sanderson Avenue.

1.2 Scope of Work.

The Scope of Work consists of Widening Esplanade Avenue from two lanes to four lanes (two lanes in each direction), center turn lane, installation of traffic signals at Esplanade Avenue and at Cawston Avenue, with sidewalk and drainage facility along the north side of Esplanade Avenue

MODIFICATIONS TO THE GENERAL CONDITIONS

1.3 Article 5.10 Water Quality Management and Compliance Article 5.10 of the General Conditions is supplemented by the following:

A. Contractor shall prepare and implement a Storm Water Pollution Prevention Plan (SWPPP) for the Project site based on the appropriate Risk Level requirements, and draft and coordinate submittal of all Construction General Permit related documents with City’s Legally Responsible Person and/or Authorized Signatory as those terms are defined in the Permit. The Contractor shall submit the SWPPP to the City for review not less than fifteen (15) Days prior to the start of on- site construction work.

City will file the Notice of Intent and pay the filing fee.

B. The SWPPP shall be developed by a Qualified SWPPP Developer and implemented by a Qualified SWPPP Practitioner as those terms are defined in the Construction General Permit and shall include industry standard requirements for water quality control including but not be limited to the following:

1. Sediment and erosion control measures to manage sediment and erosion including vegetative practices, structural control, silt fences, straw dikes, sediment controls or operator controls as appropriate. Storm water management measures shall be instituted as required, including velocity dissipaters, and solid waste controls shall address controls for building materials and offsite tracking of sediment.

2. Wastewater and storm water management controls to divert offsite surface flows around the Project site and to divert surface flows within the Project area away from areas of open earth or stockpiles of building and other materials. Wastewater from general construction activities, such as drain water collection, aggregate processing, concrete batching, drilling, grouting, or other construction operations, shall not enter flowing or dry watercourses without having met the authorized nonstorm water discharge requirements listed in State Board Water Quality Order No. 2009-0009-DWQ, Section III.C., including proper notification to the Regional Water Board.

4.1.c
Packet Pg. 329 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
SC-2 00 73 13 - SPECIAL CONDITIONS

3. Pollution prevention measures including methods of dewatering, unwatering, excavating, or stockpiling earth and rock materials which include prevention measures to control silting and erosion, and which will intercept and settle any runoff of sediment-laden waters.

4. Turbidity prevention measures for prevention of excess turbidity including, but are not restricted to, intercepting ditches, settling ponds, gravel filter entrapment dikes, flocculating processes, recirculation, combinations thereof, or other approved methods that are not harmful to aquatic life. All such wastewaters discharged into surface waters, shall contain the least concentration of settleable material possible, and shall meet all conditions of section 402, the National Pollutant Discharge Elimination System (NPDES) permit.

5. Overall construction site management measures to address changes at the Project site as the Project moves through different phases and changes that account for rainy and dry season management practices.

6. Pollution control measures and construction activity methods that will prevent entrance, or accidental spillage, of solid matter, contaminants, debris, or other pollutants or wastes, into streams, flowing or dry watercourses, lakes, wetlands, reservoirs, or underground water sources. Such pollutants and wastes include, but are not restricted to: refuse, garbage, cement, sanitary waste, industrial waste, hazardous materials, radioactive substances, oil and other petroleum products, aggregate processing, tailings, mineral salts, and thermal pollution.

7. Control measures for stockpiled or deposited materials prohibiting the stockpile or deposit of excavated materials, or other construction materials, near or on stream banks, lake shorelines, or other watercourse perimeters where they can be washed away by high water or storm runoff, or can, in any way, encroach upon the watercourse.

8. Develop and implement a Rain Event Action Plan (REAP), if required, that must be designed and implemented to protect all exposed portions of the site 48 hours prior to any likely precipitation event.

9. Monitoring, reporting and record keeping, as necessary to achieve compliance with applicable Permit requirements, including but not limited to annual reports and rain event reports.

C. Before any Construction General Permit related documents, including the SWPPP, rain event reports, or annual reports may be submitted to the State Board or implemented on the Project site, they must first be reviewed and approved by City.

D. City retains the right to procure and maintain coverage under the Construction General Permit for the Project site if the Contractor fails to draft a SWPPP or other Construction General Permit related document, or fails to proceed in a manner that is satisfactory to City. City reserves the right to implement its own SWPPP at the Project site, and hire additional contractors to maintain compliance. Whether Contractor has adequately maintained compliance with the Construction General Permit shall be City’s sole determination. In the event that Contractor has failed or is unable to maintain compliance with the Construction General Permit, any costs or fines incurred by City in implementing a SWPPP, or otherwise maintaining compliance with the Construction General Permit shall be paid by the Contractor.

4.1.c
Packet Pg. 330 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
SC-3 00 73 13 - SPECIAL CONDITIONS

1.4 Article 5.2 Permits and Licenses.

Article 5.2 of the General Conditions is supplemented by the following:

Contractor will apply and pay for necessary encroachment permits for Work within MWD, EMWD, and County of Riverside rights-of-way. All other necessary permits and licenses necessary for prosecution of the Work shall be secured and paid for by Contractor, including, but not limited to, permits, licenses and fees required by agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents.

Contractor will also apply for City of San Jacinto and City of Hemet encroachment permits and business licenses which will be provided to the contractor at no cost upon approval.

1.5 Article 2.9 Preconstruction Meeting; Designation of Authorized Representatives.

Article 2.9 of the General Conditions is supplemented by the following:

The City will hold a mandatory pre-bid meeting for this project on January 15, 2026 at 10:00AM.

The on-site mandatory pre-bid meeting will be located at the Circle K gas station on the northwest corner of Sanderson Ave & Esplanade Ave.
• Date: January 15, 2026
• Time: 10:00 AM
• Location: 1450 S Sanderson Ave, San Jacinto, CA 92582 Failure to attend the mandatory pre-bid meeting on January 15, 2026 would disqualify any Bidder from the consideration of the bid award.

END OF SPECIAL CONDITIONS
ADDENDUM 1

4.1.c
Packet Pg. 331 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-1 TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS

THE FOLLOWING SPECIFICATIONS ARE INCORPORATED HEREIN BY REFERENCE AS IF SET FORTH IN THEIR ENTIRETY:

Section # Specification Section Title
01 55 26 Traffic Control
01 57 23 Water Pollution Control
01 58 13 Temporary Project Signage (TUMF)
01 71 13 Mobilization
02 32 19 Potholing (Exploratory Excavations)
02 41 13.13 Roadway Excavation & Saw Cutting
02 41 13.55 Over Excavation & Subgrade Preparation
02 43 13 Remove or Relocate Existing Facilities
03 00 00 Minor Concrete
22 14 00 Storm Drain Structures
31 11 00 Clearing & Grubbing
31 11 53 Monitoring Well
31 37 00 Rip-Rap
32 01 13.61 Type 1 Slurry
32 01 16.71 Cold Mill
32 01 17.61 Crack Seal
32 11 23 Class 2 Aggregate Base
32 12 16 Asphalt Concrete
32 17 23 Signing, Striping, and Pavement Markings
33 01 30.86 Adjust to Grade Existing Utilities
33 05 24.5 Steel Pipe Casing
34 41 13 Traffic Signal Work
35 01 50.71 Channel Excavation
ADDENDUM 5

4.1.c
Packet Pg. 332 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-2 TECHNICAL SPECIFICATIONS
Bid Item # Construction Note # Specification Section

BASE BID SCHEDULE
1 N/A 01 71 13
2 N/A 01 55 26
3 N/A 01 57 23
4 N/A 31 11 00
5 2 02 41 13.13
6 3 02 41 13.13
7 4 02 43 13
8 4 02 43 13
9 4 02 43 13
10 4 02 43 13
11 4 02 43 13
12 N/A N/A
13 4 02 43 13
14 5 02 43 13
15 5 02 43 13
16 4 02 43 13
17 6 32 01 16.71
18 6, 9, 13, 18 32 12 16
19 9, 13 32 11 23
20 7 02 43 13
21 10 03 00 00
22 11 03 00 00
23 12 03 00 00
24 16 03 00 00
25 N/A 02 32 19
26 19 03 00 00
27 N/A 02 41 13.55
28 N/A N/A
29 Sheet No. W-1 31 11 53
30 24 22 14 00
31 22 22 14 00
32 N/A N/A
33 N/A N/A
34 26 22 14 00
35 N/A N/A
36 N/A N/A
37 31 22 14 00
38 32 33 05 24.5
39 33 22 14 00
ADDENDUM 5

4.1.c
Packet Pg. 333 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-3 TECHNICAL SPECIFICATIONS
Bid Item # Construction Note # Specification Section
40 34 22 14 00
41 35 22 14 00
42 23 22 14 00
43 37 22 14 00
44 36 31 37 00
45 38 32 01 13.61
46 38 32 01 17.61
47 41 22 14 00
48 42 01 58 13
49 Traffic Signal Plans 34 41 13
50 Traffic Signal Plans 34 41 13
51 Signing and Striping Plans 32 17 23

EMWD ADDITIVE ALTERNATE BID SCHEDULE
1A 14 33 01 30.86
2A 14 33 01 30.86
3A 15 02 43 13
4A 15 02 43 13
5A 15 02 43 13
6A 15 02 43 13
7A 15 02 43 13
8A 15 02 43 13
9A 15 02 43 13
10A 15 02 43 13
11A 15 02 43 13
12A 14 33 01 30.86
ADDENDUM 5

4.1.c
Packet Pg. 334 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-4 TECHNICAL SPECIFICATIONS
01 55 26 – TRAFFIC CONTROL SYSTEM
(BID ITEM No. 2)
This section covers the requirements for Bid Item No. 2 “Traffic Control.” Traffic control shall conform to the provisions in Section 5-137B “Load Limits”, Section 7, “Legal Relations and Responsibility to the Public”, Section 12, “Temporary Traffic Control” of the Caltrans Specifications, the Manual on Uniform Traffic Control Devices (MUTCD), the Section of these contract documents entitled “Insurance – Hold Harmless”, and these special provisions. Nothing in these Special Provisions shall be construed as relieving the Contractor from the responsibilities specified in Section 7-1.05.

A minimum of two (2) weeks prior to start of work, the Contractor shall submit traffic control and detour plans signed and stamped by a Licensed Traffic Engineer to the City Engineer for review for compliance with MUTCD. The Notice to Proceed will not be issued until a satisfactory Traffic Control Plan is approved by the City Engineer. Any revisions to the traffic control plans or requirements shall be approved by the City Engineer.

The access to each property shall not be restricted during normal business hours (8:00 AM to 5:00 PM, Monday through Friday). If access to a property needs to be restricted during normal business hours, access shall not be restricted for any longer than one hour and contractor must provide a minimum five day written notice. Vehicular and pedestrian access to adjacent properties shall be provided at all times. Closed sidewalks shall be posted with “SIDEWALK CLOSED” signs at each approach to the closure and an approved alternate route provided. All travel lanes, sidewalks, and crosswalks shall be open between 5:00 am and 8:30 am and between 3:30 pm and 9:00 pm. One travel lane in each direction shall be open at all times between 8:30 am and 3:30 pm. Flaggers may be used if one lane in each direction cannot be kept open with the approval of the Traffic engineer. All traffic lanes shall be open before and after work hours. A minimum of 11-foot lane, in each direction, with an even driving surface shall be available at all times.

The City would consider road closures to through traffic if requested by the Contractor. If the Contractor anticipates the need for a full road closure, Contractor would be responsible for submitting traffic control plans that clearly depict the details of the road closure and detour routes.

If the Engineer deems a full road closure is necessary or beneficial, the Engineer’s office would present the Contractor’s proposed road closure to the City Council for approval.

All existing traffic control signs and street name signs shall be maintained in visible locations except as directed by the Engineer and where they conflict with the project.

Flashing message boards shall be installed to advise the public of work site. Flashing arrow boards are mandatory for lane closures on major streets. They shall operate until traffic control is removed. All warning lights, signs, flares, barricades (including concrete barriers), trench

4.1.c
Packet Pg. 335 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-5 TECHNICAL SPECIFICATIONS
plates, and other facilities for the sole convenience and direction of the public traffic or any other reason shall be furnished and maintained by the Contractor. All signs shall conform to and be placed in accordance with the current MUTCD, issued by the California Department of Transportation for construction and maintenance of work zones. Any flares, flagman, pilot cars, and any and all other traffic related items, shall be furnished by the Contractor at his expense.

All barricades shall be equipped with flashing/steady burn warning lamps at night. All cones, delineators, barricades, and “k” rail shall be reflectorized. All traffic control shall be kept in their proper position at all times, and shall be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. Any devices not part of the required traffic control or detours shall be removed from the view of the traveling public immediately.

Sufficient lighting will be required for all work performed when sufficient sunlight is not present.

No payment for extra work will be allowed for work performed as specified in Section 12-1.03 (Flagging costs) of the Caltrans Specifications. Flagging costs shall be borne entirely by the Contractor.

It is the Contractor’s responsibility to provide for the safe passage for vehicles traveling to residences and business locations within the limits of the project.

The Contractor shall provide public notification in the form of an information letter pertaining to the planned work. The letter shall be written in English and Spanish and distributed to all affected residents and businesses at least seven (7) days prior to scheduled work. The letter shall include the City’s logo and be reviewed and approved by the City Engineer prior to distribution. Minimum of 48 hours in advance of all work, Contractor shall notify all emergency services, trash pickup company, school district(s), and post office.

Temporary “No Parking” signs with effective dates shall be posted three (3) days prior to the scheduled work for a particular street. Signs shall be printed in English and Spanish. The contractor shall notify the local Police Department immediately upon posting signs.

All open trenches shall be covered with non-skid steel plates or temporary asphalt pavement before and after work hours. All open trenches shall be backfilled within 72 hours. All traffic control signs shall be either covered or removed when not required by the nature of work or if no present hazard to the motorist exists.

There shall be no asphalt grinding or excavation creating a “Lip” greater than 1.0 inch left open to traffic. When lips greater than 1.0 inch exist, the lip shall be ramped with cold patch or other approved materials. This applies to all locations, including along gutter lips, manholes, etc.

Contractor shall not work any holiday (unless approved 48 hours prior to the holiday by the City Engineer).

4.1.c
Packet Pg. 336 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-6 TECHNICAL SPECIFICATIONS
Traffic control signs and materials shall be maintained at all times including after hours, weekends, and holidays.

Contractor shall also coordinate to allow and not disrupt trash pickup and mail delivery at no additional cost. The completed roadway shall not be opened to traffic until all permanent signing and striping is in place or temporary striping and signing approved by the Engineer.

Adequate notice of any lane closures shall be given to all affected parties including school, emergency services, CR&R, RTA, post office, and School District as required by other sections of these specifications.

Payment for Bid Item No. 2 “Traffic Control” shall be by Lump Sum, and shall include all costs for design, installation, modifications, and removal of traffic control over the course of the project.

Additional traffic control signs or adjustments to the signs, as determined by City, shall be done at no additional cost to the City and minimum of 2 flashing message boards shall be installed to advise the public at various work sites. The Lump Sum cost shall include cost of the traffic control and detour plans prepared by a Licensed Engineer.

END OF SECTION 01 55 26

4.1.c
Packet Pg. 337 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-7 TECHNICAL SPECIFICATIONS
01 57 23 – WATER POLLUTION CONTROL (SWPPP)
(BID ITEM No. 3)
This section covers the requirements for Bid Item No. 3 “Water Pollution Control.” The Contractor shall be responsible for preparing and adhering to a Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Plan (WPCP) for the project. Water pollution control shall be carried out in accordance with this document, as well as the Caltrans specifications, these special provisions, and as directed by the Engineer.

Water pollution control work shall conform to the provisions in Section 13, “Water Pollution Control” of the Caltrans Specifications and these Special Provisions.

Water pollution control work shall conform to the requirements in the “Storm Water Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual” and the “Construction Site Best Management Practices (BMPs) Manual,” and addenda thereto issued up to and including the date of advertisement of the project, hereafter referred to respectively as the “Preparation Manual” and the “Construction Site BMP Manual,” and collectively as the “Manuals. Copies of the Manuals may be obtained from the Department of Transportation, Material Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815, Telephone: (916) 445-3520. Copies of the Manuals may also be obtained from the Department’s Internet Web Site at: http://www.dot.ca.gov/hq/construct/stormwater.html.

Copies of the Permits are available for review at the Department of Transportation, District 8, Environmental / Technical Branch, 464 West 4th Street, San Bernardino, California.

The Contractor shall know and fully comply with the applicable provisions of the Manuals, Permits, and Federal, State, and local regulations that govern the Contractor’s operations and storm water discharges from both the project site and areas of disturbance outside the project limits during construction. The Contractor shall maintain copies of the Permits at the project site and shall make the Permits available during construction.

Unless arrangements for disturbance or use of areas outside the project limits are made by the City and made part of the contract, it is expressly agreed that the City assumes no responsibility for the Contractor or property owner with respect to any arrangements made between the Contractor and property owner. The Contractor shall implement, inspect and maintain all necessary water pollution control practices to satisfy all applicable Federal, State, and Local laws and regulations that govern water quality for areas used outside of the highway right-of-way or areas arranged for the specific use of the Contractor for this project. Installing, inspecting, and maintaining water pollution control practices on areas outside the road right-of- way not specifically arranged for and provided for by the City for the execution of this contract will not be paid for.

4.1.c
Packet Pg. 338 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-8 TECHNICAL SPECIFICATIONS
The Contractor shall be responsible for the costs and for liabilities imposed by law as a result of the Contractor’s failure to comply with the provisions set forth in this section “Water Pollution Control (Storm Water Pollution Prevention Plan)”, including but not limited to, compliance with the applicable provisions of the Manuals, Permits and Federal, State and local regulations. Costs and liabilities include , but are not limited to, fines, penalties, and damages whether assessed against the State or the Contractor, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act.

In addition to the remedies authorized by law, money due to Contractor under the contract, in an amount determined by the City, may be retained by the City until disposition has been made of the costs and liabilities.

When a regulatory agency or other third party identifies a failure to comply with the permit or any other local, State, or Federal requirement, the City may retain money due to Contractor, subject to the following:

A. The City will give the Contractor 30 day notice of the City’s intention to retain funds from partial payments which may become due to the Contractor prior to acceptance of the contract. Retention of funds from payments made after acceptance of the contract may be made without prior notice to the Contractor.

B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 73.2, “Partial and Final Payment” of the Greenbook Specifications
C. If the City has retained funds and it is subsequently determined that the City is not subject to the costs and liabilities in connection with the matter for which the retention was made, the City shall pay for interest on the amount retained for the period of the retention, and the rate of interest payable shall be 6 percent per annum.

Conformance with the provisions of this section “Water Pollution Control (Storm Water Pollution Prevention Plan)” shall not relieve the Contractor from the Contractor’s responsibilities, as provided in Section 7, “Legal Relations and Responsibility to the Public”, of the Caltrans Specifications.

The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor’s records pertaining to water pollution control work.

4.1.c
Packet Pg. 339 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-9 TECHNICAL SPECIFICATIONS
The full cost for Bid Item No. 3 “Water Pollution Control” for the entire project will be paid by Lump Sum and shall include the preparation, implementation, and maintenance of a Storm Water Pollution Prevention Plan. No additional payment for water pollution control will be provided. The Contractor will be responsible for the payment of any fines without reimbursement from the City.

END OF SECTION 01 57 23

4.1.c
Packet Pg. 340 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-10 TECHNICAL SPECIFICATIONS
01 58 13 – TEMPORARY PROJECT SIGNAGE (TUMF)
(BID ITEM No. 48)
This section covers the requirements for Bid Item No. 48 “Install TUMF Sign per Specifications.” The contractor shall include the WRCOG TUMF logo on all outreach materials related to the project, including but not limited to flyers and brochures. All materials must acknowledge WRCOG TUMF Program’s contribution and be submitted to WRCOG for approval prior to public distribution.

The contractor shall also install a large project sign, in public view, at the project site for the duration of the project. The sign will provide public acknowledgement of the funding entities, including San Jacinto and WRCOG TUMF Program. The sign shall inform the public of the project’s purpose, funding sources, and anticipated completion date.

1. Specifications for the Sign
The sign shall meet the following specifications:
• Dimensions – Minimum standard of 8 feet wide by 4 feet tall. • Material – Weatherproof and durable materials, resistant to outdoor elements for the duration of the project.
• Content – The sign shall include the following:
o The title of the Project.
o A statement recognizing the funding provided by City of San Jacinto and WRCOG, including their logos.
o The total project cost.
o The start date and anticipated completion date of the Project. o A brief project description or purpose statement.
• Design Approval – All content, logos, and layouts must be pre-approved by City of San Jacinto and WRCOG before production and installation. If desired, WRCOG can provide a template sign.

2. Installation and Placement
• The sign shall be installed at a visible and safe location near the Project site, ensuring maximum visibility to the public.
• Installation shall be completed within 7 days of the Project start date and maintained for the duration of the Project.
• Upon completion of the Project, the Contractor shall remove the sign unless otherwise instructed by City of San Jacinto.

4.1.c
Packet Pg. 341 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-11 TECHNICAL SPECIFICATIONS

3. Funding for the Signage
• The cost of the sign, including design, production, installation, and removal, shall be funded by the WRCOG TUMF Program. These costs must be included in the line item cost for Bid Item No. 48 in the Base Bid Schedule.

4. Noncompliance
• Failure to comply with the signage requirements outlined in these specifications may result in withholding of funds until the signage is produced, installed, and approved by City of San Jacinto and WRCOG.

The Lump Sum contract price paid for Bid Item No. 48 “Install TUMF Sign per Specifications” shall include full compensation for design, production, installation, maintenance, and removal of the sign over the course of the project and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and no additional compensation will be allowed therefor.

END OF SECTION 01 58 13

4.1.c
Packet Pg. 342 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-12 TECHNICAL SPECIFICATIONS
01 71 13 – MOBILIZATION
(BID ITEM No. 1)
This section covers the requirements for Bid Item No. 1 “Mobilization.” Mobilization shall conform to the provisions in Section 7-3.4, “Mobilization”, of the Greenbook Specifications and these Special Specifications.

As part of mobilization, the Contractor shall also provide a single place (job board, etc.) to place all required federal forms, Cal/OSHA and EEO labor compliance posters, all permits, all safety items, and any and all paperwork that must be posted in public view.

The City will not provide the contractor with a storage area to store their equipment, machinery, tools, materials, etc. in the City right-of-way. Storage in City right-of-way will not be permitted.

Contractor will be responsible for arranging and paying for their own storage area.

Contractor shall provide a complete working schedule for the compete duration of the project.

The complete working schedule is required for the issuance of the Notice to Proceed.

If City requests a revised and updated schedule during any point of the project, Contractor shall provide within 5 working days. The Contractor shall submit progress reports to the Engineer by the 10th day of each month. The report shall include an updated Construction Schedule.

The Lump Sum contract price paid for Bid Item No. 1 “Mobilization” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for mobilization and no additional compensation will be allowed therefor, including any remobilization due to phasing of work.

END OF SECTION 01 71 13
ADDENDUM 1

4.1.c
Packet Pg. 343 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-13 TECHNICAL SPECIFICATIONS
02 32 19 – POTHOLING (EXPLORATORY EXCAVATIONS)
(Bid Item No. 25)
Work under this section shall conform to the provisions in Section 15, “Existing Facilities” and Section 19, “Earthwork” of the Caltrans Specifications, these special provisions, and applicable utility standards.

This section shall include all exploratory excavation or potholing performed by the Contractor.

It is critical to not damage the existing utilities during construction. To this end, the City has reviewed record drawings and have included existing available utility information on the civil plans. It should be emphasized that even though this information is being provided, it is the Contractor’s responsibility to protect the utilities during construction and to ensure that the existing utilities do not conflict with the proposed improvements. It is possible that all existing utilities may not be shown on the civil plans.

As used in this section, “non-street facilities” means any above or below ground facilities which are not a part of the roadway structural section, curb and gutter, and sidewalk. Utility shall include, but not be limited to, sewer, water, recycled water, storm drain, and irrigation pipelines, and above and below ground electrical and gas facilities, cable, telephone, or other utilities and communications facilities.

It is anticipated that some or all of the utility and other non-street facilities, both above ground and below ground, that are required to be rearranged (as used herein, rearrangement includes installation, relocation, alteration or removal) as a part of the street improvement will be rearranged in advance of construction operations.

The Contractor shall be aware of the possible existence of underground main or trunk line facilities not indicated on the Plans or in the Contract Specifications and to the possibility that underground main or trunk lines may be in a location different from that which is indicated on the Plans or in the Contract Specifications. Prior to commencing any trenching, excavation, or boring operations, or any work that may damage any of the facilities or interfere with their service, the Contractor shall, by potholing or other means approved by the Engineer, ascertain the exact location of underground main or trunk line facilities whose presence is indicated on the Plans or in the Contract Specifications or identified by their use or by USA, the location of their service laterals or other appurtenances, and of existing service lateral or appurtenances of any other underground facilities which can be inferred from the presence of visible facilities such as buildings, meters and junction boxes, vents, lids or manholes. Prior to construction the Contractor will be responsible for verifying that no conflicts exist between existing and proposed street and utility infrastructure improvements.

Utility company service laterals are not shown on project plans. Contractor should allow for gas, water, sewer, telephone, and cable TV services for each lot shown. Utility companies will locate services and Contractor shall protect all services and facilities from injury. In case of damage to existing utilities, they shall be restored by the Contractor or by utility company personnel to the ADDENDUM 1

4.1.c
Packet Pg. 344 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-14 TECHNICAL SPECIFICATIONS
same type and quality of improvement at the Contractor’s cost and expense without additional compensation.

If the Contractor discovers underground main or trunk lines not indicated on the plans or in the Contract Specifications, the Contractor shall immediately give the Engineer and the Utility Owner if not the City, written notification of the existence of those facilities. The main or trunk lines shall be located and protected from damage as directed by the Engineer.

The Contractor shall immediately notify the Engineer of any delays to the Contractor's operations as a direct result of underground main or trunk line facilities which were not indicated on the Plans or in the Contract Specifications or were located in a position substantially different from that indicated on the Plans or in the Contract Specifications.

Potholes or other excavations performed to determine the location of Utility and Non-Street Facilities, and which potholes or excavations will remain outside the area to be excavated for improvements shown on the Plans or specified in the Contract Specifications, shall be backfilled, compacted, and the surface thereof restored in accordance with these Plans and Specifications.

Exception: Potholes or other excavations in the street area of diameter (or equivalent dimension if non-circular), of 9 inches or less shall be backfilled in the following manner:
• the bottom 1 foot of the pothole or other excavation shall be backfilled with clean sand • the remainder of the pothole or other excavation shall be backfilled with slurry cement or with Class 2 aggregate base (AB) compacted in accordance with Section 32 11 23.

In asphalt pavement street areas the pothole shall be resurfaced with a 7 inch thick hot mix asphalt plug with the surface level with or slightly higher than the surrounding existing pavement.

The type of surface restoration for potholes outside of the street area shall be directed by the Engineer.

Any additional expenses incurred because of the failure of the Contractor to comply with these requirements shall be borne by the Contractor.

The contract Lump Sum price for Bid Item No. 25 “Potholing (Exploratory Excavations)” shall include full compensation for furnishing all labor, materials, tools, equipment, and for doing all work conforming to the requirements of this section. No additional compensation will be allowed thereof.

END OF SECTION 02 32 19
ADDENDUM 1

4.1.c
Packet Pg. 345 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- 02 41 13.13 – ROADWAY EXCAVATION AND SAW CUTTING
(BID ITEMS No. 5 & 6)
Work under this section shall conform to the provisions in Section 15, “Existing Facilities” and Section 19, “Earthwork” of the Caltrans Specifications, Section 401, “Removal” of the Greenbook Specifications, these special provisions, and applicable utility standards.

This section shall include all roadway excavation, saw cutting, earthwork, asphalt concrete removal, base removal, excavation, exporting, placement of fill material, including any import fill, backfill, compaction, grading, shoulder grading, and all other earthwork if not addressed somewhere else in the bid schedule. This section also includes saw cutting.

If any export of material is required, Contractor shall export to external sources. If areas are encountered that the Contractor believes should be determined to be “unsuitable material”, the Contractor shall notify the Engineer. If the Engineer determines that the material is “unsuitable” it shall then be removed and disposed of and paid for as extra work.

The contract Lineal Foot price for Bid Item No. 5 “Saw Cut” shall include full compensation for furnishing all labor, materials, tools, equipment, and for doing all work conforming to the requirements of this section. No additional compensation will be allowed thereof.

The contract Cubic Yard price for Bid Item No. 6 “Remove & Dispose Existing Pavement and Base” shall include full compensation for furnishing all labor, materials, tools, equipment, and for doing all roadway excavation, saw cutting, earthwork, asphalt concrete removal, base removal, excavation, exporting, placement of fill material, including any import fill, backfill, compaction, grading, shoulder grading, and all other earthwork if not addressed somewhere else in the bid schedule conforming to the requirements of this section. Cold milled asphalt concrete is not considered to be included in the Cubic Yardage or the compensation for Bid Item No. 6 “Remove & Dispose Existing Pavement and Base”. No additional compensation will be allowed thereof.

END OF SECTION 02 41 13.13
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-15 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 346 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- 02 41 13.55 – OVER EXCAVATION & SUBGRADE PREPARATION
(BID ITEM No. 27)
Work under this section shall conform to the recommendations in the Geotechnical Report and the Geotechnical Investigation Report Addendum found in Appendix “D” of this document, Section 301 of the Greenbook Specifications, these technical specifications, and applicable utility standards.

The recommendations of the Geotechnical Report and the Geotechnical Investigation Report Addendum found in Appendix “D” of this document shall take precedence over any conflicting information found in the Greenbook.

For bidding purposes, Contractor shall assume 15,566 CY for 2 feet of over excavation for subgrade preparation as shown on Typical Overex Section found on sheet W-2 of the plans. The over excavated material will be replaced back into the over excavated trench after the Engineer’s approval of the condition of the excavation bottom. Over excavation will not be required for the 6 foot wide existing EMWD pipe backfill as shown on Typical Overex Section found on sheet W2. Contractor shall take extra caution while excavating near the existing EMWD pipe and all other utilities. If field conditions warrant deviation from the recommendations provided in the Geotechnical Report, a change order will be issued in accordance with Section 9.1, “Change Orders and Time Extensions” of the General Conditions.

The excavation bottom will be observed by the Engineer to verify the exposed conditions.

Contractor shall proof-roll the excavation bottom to observe any deflection. If the exposed conditions are as anticipated, the excavation bottom should then be brought to near optimum moisture content and compacted to a minimum 90% relative compaction per ASTM D1557. The finished subgrade shall be compacted to a minimum 90% relative compaction. All fill placement and compaction will be observed by the Engineer or a representative of the Engineer to verify that soils are properly moisturized, processed, and compacted.

All soils and grading work shall be under the supervision of the geotechnical engineer.

The contract Cubic Yard price for Bid Item No. 27 “Over Excavation and Subgrade Preparation” shall include full compensation for furnishing all labor, materials, tools, equipment, and for doing all excavation, placement of fill material, backfill, compaction, grading, grading, proof rolling, and all other earthwork if not addressed somewhere else in the bid schedule conforming to the requirements of this section. No additional compensation will be allowed thereof.

END OF SECTION 02 41 13.55
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-15A TECHNICAL SPECIFICATIONS
ADDENDUM 5

4.1.c
Packet Pg. 347 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-16 TECHNICAL SPECIFICATIONS
02 43 13 – REMOVE OR RELOCATE EXISTING FACILITIES
(BID ITEMS No. 7, 8, 9, 10, 11, 13, 14, 15, 16, 20, 3A, 4A, 5A, 6A, 7A, 8A, 9A, 10A, & 11A) Removal or relocation of facilities shall conform to the provisions of Section 400 “Protection and Restoration”, Section 401 “Removal”, and Section 402 “Utilities” of the Greenbook Specifications.

All items covered in this section shall conform to Section 15, “Existing Facilities” and applicable utility standards.

Signs to be removed shall be returned to the City’s Public Utilities Yard at 270 Bissell Place, San Jacinto, CA 92582. Contact the City's Public Works Department at (951) 487-7330 giving 3 days advanced notice prior to delivery.

Existing items and utilities shall be removed and disposed of as shown on the construction plans.

Items designated for relocation shall be reinstalled as directed by the City Engineer. Existing EMWD facilities noted for relocation shall be determined by an EMWD inspector. The contractor shall notify EMWD to make arrangements for an inspector to be present prior to any relocation of an EMWD facility.

For bid purposes, bidder shall assume that extending service lines and using salvaged materials is acceptable for the relocation bid items in the EMWD Additive Alternate Bid Schedule. If EMWD decides that new materials are required, a change order will be issued.

Contractor will apply and pay for necessary encroachment permits for Work within MWD an EMWD rights-of-way. All other necessary permits and licenses necessary for prosecution of the Work shall be secured and paid for by Contractor, including, but not limited to, permits, licenses and fees required by agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents.

If any item that is called-out to be relocated is deemed unfit to be used again then the contractor shall notify the engineer. The engineer shall direct the contractor to replace or repair that item.

If the contractor damages an item called out to be relocated then the contractor shall at the direction of the engineer, replace or repair that item or items at the contractor’s own expense.

Payment for the removal of existing facilities shall include all necessary excavation, backfill, incidentals, and work involved to remove the items called out on the plans and no additional compensation will be allowed.

Payment for Bid Item No. 7 “Remove & Dispose Existing AC Berm” shall be per Lineal Foot as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

ADDENDUM 2

4.1.c
Packet Pg. 348 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-17 TECHNICAL SPECIFICATIONS
Payment for Bid Item No. 8 “Remove & Dispose Existing 18" CMP” shall be per Lineal Foot as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 9 “Remove & Dispose Existing 12" CMP” shall be per Lineal Foot as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 10 “Remove & Dispose Existing Headwalls per Construction Note #4” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 11 “Remove & Dispose Existing Reflector Delineators” shall be per Lump Sum as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 13 “Remove & Dispose Existing Guard Rail” shall be per Lineal Foot as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 14 “Relocate Existing Fencing and Gates” shall be per Lineal Foot as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 15 “Relocate Existing Mailbox” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

ADDENDUM 5

4.1.c
Packet Pg. 349 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-18 TECHNICAL SPECIFICATIONS
Payment for Bid Item No. 16 “Remove & Dispose Existing Frontier Pole” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 20 “Remove and Salvage Signage” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 3A “Relocate Existing EMWD Marker Post” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 4A “Relocate Existing EMWD Pedestal” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 5A “Relocate Existing EMWD Air Vac” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 6A “Relocate Existing EMWD Test Station” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 7A “Relocate Existing EMWD Blow Off” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 8A “Relocate Existing EMWD Water Valve” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

ADDENDUM 2

4.1.c
Packet Pg. 350 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-19 TECHNICAL SPECIFICATIONS
Payment for Bid Item No. 9A “Relocate Existing EMWD Fire Hydrant” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 10A “Relocate Existing EMWD Water Meter” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

Payment for Bid Item No. 11A “Relocate Existing EMWD Backflow” shall be per Each as defined in the bid schedule. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved to provide these items complete in place, and no additional compensation will be allowed therefor.

END OF SECTION 02 43 13
ADDENDUM 2

4.1.c
Packet Pg. 351 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-20 TECHNICAL SPECIFICATIONS
03 00 00 – MINOR CONCRETE
(Bid Item No. 21, 22, 23, 24, & 26)
Minor concrete work shall comply with Section 90, "Concrete" of the Caltrans Specifications and these Special Provisions. Any concrete accelerators used to speed construction shall be at the Contractor's expense and no additional payment will be made by the City. All concrete used for driveways and cross gutters shall be sufficiently strong to allow them to be opened to traffic within 72-hours of placement. Minor concrete items shall be constructed using a minimum of 3250 psi concrete mix unless otherwise specified.

All minor concrete items (including but not limited to, sidewalks, curb & gutter, driveways, pedestrian ramps, cross gutters/spandrels, and PCC parking lot paving) shall be built per Riverside County Improvement Standards and Specifications except as otherwise noted or modified in these plans and specifications. The Contractor shall refer specifically to the following standard plans of the Riverside County Transportation Department (latest edition) for further information:
• Riverside County Standard 201, "Type A-8 Curb and Gutter" • Riverside County Standard 207, "Residential Drive Approach" • Riverside County Standard 207A, "Commercial Drive Approach" • Riverside County Standard 401, "Sidewalk and Curb"
• Riverside County Standard 403, "Curb Ramp"
All minor concrete must meet the latest ADA requirements. Minimum sidewalk thickness is a true

4.0 inches, and minimum drive approach and driveway thickness is 8.0 inches, both per Riverside County Standards.

Handicap access ramps shall be bid per each and shall include all work from the BCR to the ECR including, but not limited to, all concrete curb and gutter, the landing behind ramps, sidewalk, scoring, grading to conform to existing area, and any and all work to make the ramp meet ADA requirements. If applicable, all commercial driveways shall be paid per each and shall include truncated domes. Truncated Domes Detectable Warning Surfaces shall meet all ADA requirements, and all requirements of the County of Riverside. The color shall be yellow # 33538.

The subgrade shall be prepared conforming to the provisions in Section 301 “Subgrade Preparation, Treated Materials, and Placement of Base Materials” of the Greenbook Specifications, and these provisions. The top one (1) foot of subgrade shall be moisture-conditioned, processed, and compacted to a minimum relative compaction of 95%. Minimum relative compaction shall be 90% for sidewalk. Full compensation for preparing the subgrade for minor concrete items shall be considered as included in the contract price paid for the minor concrete item.

Where expansive soils are found, place a minimum of 6” of class 2 aggregate base under and around all sides of concrete improvements as directed by the Engineer. Per the soils report, there ADDENDUM 1

4.1.c
Packet Pg. 352 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-21 TECHNICAL SPECIFICATIONS
is a potential for expansive soils in the vicinity of the job. Therefore, prior to the installation of minor concrete items, the Engineer will conduct additional geotechnical investigations to identify expansive soils. If class 2 aggregate base is determined to be necessary for concrete improvements, the City will issue a change order to compensate the Contractor for the extra work of installing the class 2 aggregate base intended for minor concrete improvements.

Payment for minor concrete shall be per unit as defined in the bid schedule for each minor concrete item. Payment shall also include the removal of any concrete items if this is not addressed elsewhere in the bid schedule. The price shall also include any required saw-cutting, removal and replacement of any items needed to provide room for the form boards, and shall include full compensation for all labor, materials, tools, equipment and incidentals for minor concrete improvements complete-in-place.
"Slot paving" shall be installed along all new curb & gutter, in accordance with the details provided in the project plans so as to develop a smooth connection between the existing roadway and the new lip of gutter. The cost for removal and compaction for subgrade and construction of the slot paving (minimum 2' wide) shall be included in the price per foot for curb and gutter.

Compensation for Bid Item No. 21 “Construct Sidewalk per County of Riverside Std 401” shall be paid per Square Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 22 “Construct Type "A-8" Curb & Gutter per County of Riverside Std 201” shall be paid per Lineal Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 23 “Construct Residential Driveway per County of Riverside Std 207” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 24 “Construct Access Ramp per ADA & County of Riverside Std 403” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 26 “Construct Commercial Driveway per County of Riverside Std 207A” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

END OF SECTION 03 00 00
C-6
ADDENDUM 2

4.1.c
Packet Pg. 353 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-22 TECHNICAL SPECIFICATIONS
22 14 00 – STORM DRAIN STRUCTURES
(Bid Items No. 30, 31, 34, 37, 39, 40, 41, 42, 43, & 47)

GENERAL
Storm drain work shall comply with Section 207 "Gravity Pipe" of the Greenbook Specifications, Division VII “Drainage Facilities” of the Caltrans Standard Specifications, and Section 03 00 00 “Minor Concrete” of these Technical Specifications.

MATERIALS AND CONSTRUCTION
Pipe materials and installation procedures shall be in conformance with plans and Section 65-2 “Reinforced Concrete Pipe” of the Caltrans Standard Specifications and in conformance with manufacturer’s recommendations. All storm drain pipe to be installed shall be fabricated with any of the following materials unless specified otherwise on the plans:

A. Reinforced Concrete Pipe, 12” diameter
B. Reinforced Concrete Pipe, 18” diameter
C. Reinforced Concrete Pipe, 30" diameter
Storm drain manholes, headwalls, transition structures, junction structures, concrete depressions, concrete collars, drain inlets, and catch basins shall be constructed in conformance with Section 90, "Concrete" of the Caltrans Specifications, manufacturer’s recommendations, these technical specifications, and the following standard plans unless specified otherwise on the plans:

A. Caltrans Standard Plan D89A: Pipe Culvert Headwalls Straight and “L” B. RCFCD Standard Drawing M803: Concrete Collar for Pipes 12” through 66” C. RCFCD Standard Drawing MH251: Manhole No. 1
D. RCFCD Standard Drawing JS233: Junction Structure No. 8 E. County of Riverside Standard No. 300: Curb Inlet Catch Basin F. County of Riverside Standard No. 311: Gutter Depression for Curb Opening Catch Basins

TRENCH EXCAVATION AND BACKFILL
Trench excavation and backfill shall be performed in accordance with Section 300 “Earthwork” of the Greenbook Standard Specifications and Section 19 “Earthwork” of the Caltrans Standard Specifications. Work under this section shall be included in the storm drain bid items, and no additional payment will be made therefore.

Trench shoring and bracing drawings for trenches deeper than five (5) feet shall be submitted for the Engineer’s approval. In lieu of said drawings, the Contractor may state in writing that sloping, ADDENDUM 1

4.1.c
Packet Pg. 354 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-23 TECHNICAL SPECIFICATIONS
shoring or benching systems shall be provided and used that conform with Section 1541 of the Cal OSHA Construction Safety Orders, as amended.

PIPELAYING
The pipe shall be laid without break upgrade from structure to structure, true to line and grade, centered to make a smooth and regular interior surface with a bell-collar end upgrade, unless otherwise permitted by the Engineer.

When a connection is to be made to any existing pipeline or structure where the elevation or position of which cannot be determined without excavation, the Contractor shall excavate for and expose the existing work before laying any pipe.

Prior to installation, all pipe shall be checked for soundness, unevenness or any obvious defect.

Any pipe found broken, cracked or defective prior to or during laying shall be removed from the trench. All pipes and structures must be clean of debris before final acceptance. Walking on top of the pipe after it has been laid to grade will not be permitted. Suitable excavation shall be made to receive the bell collar of the pipe, and the joint shall not bear upon the bottom of the trench.

Pipe shall be held true to line and grade so that a light will be visible from manhole to manhole.

The pipe shall be protected during handling against impact, shock and free fall. All adjustments to line and grade shall be made by scraping away or filling in with sand, gravel or granular material under the body of the pipe and not by wedging or blocking.

The interior of the pipe and spigot end must be clean before jointing and the pipe interior kept in a clean condition after jointing. Before leaving work for the night, during a rain or when work is ceased for any reason, the unfinished end of the pipeline shall be securely closed and not opened until work is resumed.

TESTING
Upon completion of backfill and compacting trenches, the Contractor, at his expense, shall record video inspection through the installed main line to demonstrate pipes meet the required line & grade and maximum pipe deflection does not exceed allowable limit. If pipes don’t match line and grade per plan and/or excessive pipe deflection is found, the Contractor shall perform all work necessary to repair section of storm drain pipe and retest to ensure that pipe deflection is within the allowable limit. All storm drain main lines and laterals shall be flushed with water and "balled" or cleaned by acceptable method prior to testing to ensure that all dirt, debris, and obstructions are removed. This work must be performed in the presence of and to the satisfaction of the City Engineer, and the Contractor shall notify the City Engineer at least one (1) working day in advance of starting the cleaning work. The Contractor shall, following backfill compaction and line cleaning, perform video inspection and furnish video to City Engineer for review.

ADDENDUM 1

4.1.c
Packet Pg. 355 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-24 TECHNICAL SPECIFICATIONS

CONNECTION TO EXISTING STORM DRAIN
Connection to existing storm drain facilities shall be made in such a manner that the finish work conforms to the applicable requirements specified for new manholes and catch basins including all necessary concrete work, cutting and shaping.

Method of connection shall be determined by the Contractor, subject to approval of the Engineer.

Non-shrink grout for concrete pipes shall be used to ensure a water-tight connection.

ABANDONMENT OF EXISTING STORM DRAIN PIPE
When explicitly shown on plans, the Contractor shall abandon storm drain pipe and structures.

The Contractor shall plug both ends of pipe with a minimum 6” thick wall of concrete. Structures shall be demolished to an elevation three feet below finished grade, their bottom, if any remains, shall be broken to prevent entrapment of water and the resultant void backfilled and compacted with native soil.

RESTORATION OF SURFACING
Existing paving shall be saw cut to neat lines and edges cleaned and primed before repaving commences. After compaction of the asphalt, the final surface shall be one-quarter (1/4) inch higher than the undisturbed adjoining surface. The entire cost of pavement replacement and repair, regardless of the trench width incurred during pipe installation, will be borne by the Contractor. The Contractor shall guarantee and maintain the resurfacing and the backfilled trenches for a period of one (1) year from the date of final acceptance. Asphalt concrete shall conform to the provisions in Section 39, “Asphalt Concrete” of the Caltrans Specifications except as modified in Section V, Subsection 1, “Asphalt Concrete” of City of Hanford Standard Specifications.

MEASUREMENT AND PAYMENT
Payment for all of the bid items listed below shall include all necessary excavation, backfill, incidentals, and work involved to remove the items called out on the plans and no additional compensation will be allowed.

Compensation for Bid Item No. 30 “Construct Single Headwalls per Caltrans Std D89A” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

ADDENDUM 1

4.1.c
Packet Pg. 356 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-25 TECHNICAL SPECIFICATIONS
Compensation for Bid Item No. 31 “Construct Concrete Collar per RCFC & WD Std M803” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 34 “Construct Junction Structure No. 8 Per RCFC Std JS233” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 37 “Construct Manhole No. 1 per RCFC & WCD STD MH251” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 39 “Construct 4' Wide Curb Inlet Catch Basin per County of Riverside Std 300” shall be paid per Each as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 40 “Construct Depression for Curb Opening Catch Basin, Case C, per County of Riverside Std 311” shall be paid per Square Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 41 “Construct 12" RCP” shall be paid per Lineal Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 42 “Construct 18" RCP” shall be paid per Lineal Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

Compensation for Bid Item No. 43 “Construct 30" RCP” shall be paid per Lineal Foot as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

ADDENDUM 1

4.1.c
Packet Pg. 357 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-26 TECHNICAL SPECIFICATIONS
Compensation for Bid Item No. 47 “Construct Modified Dual-Pipe Junction Structure Per RCFC STD JS233” shall be paid per Lump Sum as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed.

END OF SECTION 22 14 00
ADDENDUM 1

4.1.c
Packet Pg. 358 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-27 TECHNICAL SPECIFICATIONS
31 11 00 – CLEARING AND GRUBBING
(Bid Item No. 4)
This section covers the requirements for Bid Item No. 4 “Clearing and Grubbing” and all work indicated on the plans by construction note 3. Work under this item shall conform to the provisions in Section 17-2, “Clearing and Grubbing” of the Caltrans Specifications and these special provisions.

This item shall include all clearing and grubbing within the project limits. Included in this item the Contractor shall chemically kill and remove any and all weeds that are growing within the project area and shall also chemically treat the top of sub-grade or native soil to prevent the future growth of weeds.

All weeds shall be sprayed with an herbicide mixture of either Hyvar mixed with Roundup or Pratatol mixed with Roundup, or approved equal, between seven (7) to twenty-one (21) days prior to removing the weeds. The herbicide mixture shall contain Blazon, or approved equal, a purple dye to easily confirm the herbicide has been applied. Full compensation for furnishing and applying weed kill shall be considered as included in the contract price paid for clearing and grubbing.

This work shall also consist of pruning trees and disposal offsite of trees as required. Pruning shall be performed only by a certified arborist and with prior City approval. No pruning of new or existing trees shall be done without prior City Engineer approval. No hooks or any other climbing devices that might damage or puncture tree bark shall be used. The Contractor shall be responsible to report to the City Engineer in writing, any hazardous trees, dead structural limbs, or cavities so corrective action may be taken.
(a) Trees shall be pruned to meet the following criteria:
a. All branches overhanging roadways beyond curb face shall have 13’-6” minimum vertical clearance.
(b) Trees covered by a landscape maintenance agreement or district shall be maintained or removed as necessary per the agreement or by the maintenance district. (c) Tree branches entangled in, or interfering with, overhead utility wires will be referred to the appropriate utility for maintenance requests.

Should any direct or indirect damage or injury result in any public or private property by or on account of any act, omission, neglect, or misconduct in the execution of work, or as a consequence of the nonexecution thereof on the part of the Contractor or any of his employees or agents, such property shall be restored at the expense of the Contractor to a condition equivalent to that existing before the damage or injury occurred by repairing or rebuilding the same, or by otherwise making restitution in an acceptable manner for such damage or injury, the Contractor shall be required to provide and maintain barriers, guards, and lights when and where it may be necessary in order to effectively guard the public from the work being done. The ADDENDUM 1

4.1.c
Packet Pg. 359 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-28 TECHNICAL SPECIFICATIONS
Contractor shall also be required to post proper signage and traffic control for the public regarding detours and the condition of the work under construction, all in accordance with applicable provisions in Part 6 of the California MUTCD.

All removed tree material, including debris, shall become the property of the Contractor who shall be responsible for its proper disposal. The Contractor shall not leave debris, at the site overnight.

Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in tree pruning, conforming to the requirements of this section shall be considered as included in the Lump Sum price paid for Bid Item No. 4 “Clearing and Grubbing” and no additional compensation will be allowed therefor.

END OF SECTION 31 11 00
ADDENDUM 1

4.1.c
Packet Pg. 360 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-29 TECHNICAL SPECIFICATIONS
31 11 53– MONITORING WELL
(Bid Item No. 29)
ADDENDUM 1

4.1.c
Packet Pg. 361 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-30 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 362 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-31 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 363 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-32 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 364 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-33 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 365 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-34 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 366 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-35 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 367 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-36 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 368 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-37 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 369 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-38 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 370 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-39 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 371 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-40 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 372 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-41 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 373 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-42 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 374 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-43 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 375 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-44 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 376 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-45 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 377 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-46 TECHNICAL SPECIFICATIONS
31 37 00 – RIP-RAP
(Bid Item No. 44)
This section covers the requirements for Bid Item No. 44 “Install Rip-Rap”. Riprap shall conform to the provisions in Section 72 “Slope Protection” of the Caltrans Standard Specifications.

Contractor shall install a 2.5-foot thick layer of Light Rip-Rap, Class III RSP per Caltrans Standard Specifications Section 72, at locations shown on plans over a layer of filter fabric. The installation of the rip-rap shall be placed per Method B as described in Section 72 of the Caltrans Standard Specifications.

Placement Method B is described as follows:
• Rocks may be placed by dumping and may be spread in layers by bulldozers or other suitable equipment.
• Place rocks such that:
o There is a minimum of voids
o Larger rocks are in the toe course and on the outside surface of the slope protection.

Due to the side slopes being close together, the footing trenches on either side will meet and the contractor will fill the trenches with rip-rap. The Contractor will not be required to excavate to the scour depth.

The Contractor shall notify the Engineer in writing of the intended source of rock at least 30 Days prior to use.

The materials for the filter fabric shall meet the requirements for a Class 8 RSP filter fabric as defined in Section 96-1.02I “Rock Slope Protection Fabric” of the Caltrans Standard Specifications.

The filter material shall be consolidated and the surface trimmed to final grade as directed by the Engineer. Filter fabric shall be overlapped a minimum of 12 inches at roll edges with upstream fabric being placed on top of downstream fabric at the lap.

Compensation for Bid Item No. 44 “Install Rip-Rap” shall be paid per Ton as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, and incidentals; additional compensation is not allowed. Compensation for furnishing and installing filter fabric is considered to be included in the rip-rap tonnage unit cost.

END OF SECTION 31 37 00
C-6
ADDENDUM 2

4.1.c
Packet Pg. 378 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-47 TECHNICAL SPECIFICATIONS
32 01 13.61 – TYPE 1 SLURRY
(Bid Item No. 45)
This section covers the requirements for Bid Item 45 “Type 1 Slurry.” Slurry seal shall conform to the provisions in Section 302-4 “Slurry Seal Surfacing” of the Greenbook Specifications. Pavement surfaces shall be thoroughly cleaned, have herbicide applied and all weeds removed, and have the cracks sealed as defined in the Special Provisions.

Prior to applying slurry seal, the Contractor shall clean, to the satisfaction of the Engineer, the street surface with a power sweeper, remove all R.P.M.'s, abrasive grind or sandblast completely all lane lines, street legends, crosswalks, or other painted or thermoplastic surfaces. All shall be treated.

Before commencing the sealing operations, all surface utility covers, survey monuments, and survey markers which were uncovered shall be covered by thoroughly covering the surface with an appropriate adhesive or plastic paper. No adhesive material shall be permitted to cover, seal or fill the joint between the frame and cover of the structure. Covers are to be uncovered and cleaned by the end of the same work day. Ridges or bumps in the finished surface will not be permitted.

Emulsified asphalt shall be quick-set. Slurry shall not be applied at more than 100 ft. per minute.

NO MORE THAN 150 TONS OF SLURRY SHALL BE SCHEDULED PER DAY.

The slurry course shall not be placed if either the pavement or the air temperature is below 55 degrees F and falling and shall not be placed if either the pavement or the air temperature is above 95 degrees F and rising.

The application of slurry shall not commence until after 8:00 am, and shall conclude at 1:30 pm unless other authorized by the Engineer. The slurry shall be sufficiently cured to be open to traffic by 4:00 pm. The portions of streets to be slurry sealed shall be closed from the time the application begins until the mixture as sufficient set to be opened to traffic.

The slurry shall be applied in such a manner that no ripples, bumps, or ridges exist. If ripples or waves occur in the slurry during the application, the work shall cease and the Contractor shall correct the situation. The Contractor may use a drag to knock down ridges. If ripples or waves are not corrected to the Engineer's satisfaction, the street shall be slurry sealed again at the Contractor's expense.

The Contractor shall, at the direction of the Engineer, repair the reseal to the entire street, or complete section thereof, as determined by the Engineer, which have not been sealed properly (includes areas that have failed to meet yield and mix designs specifications) and completely. No compensation will be provided for slurry seal used in repair and reseal work.

TS-47
ADDENDUM 1

4.1.c
Packet Pg. 379 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-48 TECHNICAL SPECIFICATIONS
After slurry is placed, Contractor shall be required to use a power blower the following day (and weekly as determined by City Engineer) on the street to remove loose particles from sidewalks, driveways, and private properties. Contractor shall also sweep street a minimum of 2 days per week or as directed by Engineer for a month after slurry is placed.

Adequate means shall be provided to protect the slurry course from damage by traffic until such time that the mixture has cured sufficiently so that the slurry course will not adhere to and be picked up by the tires of the vehicle. The Contractor shall repair any damage to the seal treatment at no cost to the City. The contract unit price paid per square yard for Slurry Seal shall include full compensation for furnishing the mix design, all labor, materials, tools, equipment and incidentals, and for doing all work involved and no additional compensation will be allowed therefore.

The placement of slurry seal may be suspended with the concurrence of the Engineer due to unsuitable weather, temperature conditions, or other conditions that are considered unfavorable for the prosecution of the work. The Contractor shall immediately comply with the order of suspension by the Engineer, and work shall not be resumed until authorized by the Engineer.

If work cannot resume on the same day to completion as scheduled, then this work shall be rescheduled in one to two weeks and the residents notified that the work will not be done as scheduled and re- notified of new work day promptly. All "NO PARKING" and "NO DRIVING" signs must be promptly removed.

In the event of a suspension of work, the Contractor shall remove all barricades, equipment, and "No Parking" and "No Driving" signs (if appropriate) upon the during of the completed portion of slurry.

No adjustment of unit prices of any items shall be allowed due to a suspension of work as described above.

The days during which the suspension of work is in effect due to unsuitable weather shall not be considered working days and the date of completion shall be extended to allow for work and notification.

Compensation for Bid Item 45 “Type 1 Slurry” shall be paid by Square Yard as shown on the bid schedules and shall include full compensation for all work described in this section including furnishing all labor, materials, tools, equipment, signage, striping, and incidentals; additional compensation is not allowed.

END OF SECTION 32 01 13.61
ADDENDUM 1

4.1.c
Packet Pg. 380 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-49 TECHNICAL SPECIFICATIONS
32 01 16.71 – COLD MILL
(Bid Item No. 17)
Cold milling asphalt pavement shall conform to Section 404 “Cold Milling” of the Greenbook Specifications and these Technical Specifications.

Cold milling machines shall be equipped with a cutter head not less than 6.5’ in width and shall be operated so that no fumes or smoke will be produced. The cold milling machine shall mill the pavement without requiring the use of a heating device to soften the pavement during or prior to the milling operation.

The depth, width, and shape of the cut shall be as shown on the plans or as designated by the Engineer. The final cut shall result in a uniform surface conforming to the plans. The outside lines of the milled area shall be neat and uniform. Milling asphalt concrete pavement operations shall be performed without damage to the surfacing to remain in place.

The material milled from the roadway surface, shall be removed and disposed of by the Contractor. The Contractor shall provide equipment (including a water truck) for this work.

Contractor is responsible for protecting all existing utilities.

The contract Square Foot price paid for Bid Item No. 17 “Cold Mill 0.12' Asphalt Concrete” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in cold milling the asphalt concrete and disposing of milled material. Included in this bid item is constructing, maintaining, removing, and disposing of temporary asphalt concrete tapers, as specified in the Standard Specifications and these Special Provisions and as directed by the Engineer. The disposal of cold milled asphalt will be considered to be included in the compensation for Bid Item No. 17 “Cold Mill 0.12' Asphalt Concrete” and no additional compensation will be allowed therefor.

END OF SECTION 32 01 16.71
ADDENDUM 1

4.1.c
Packet Pg. 381 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-50 TECHNICAL SPECIFICATIONS
32 01 17.61 – CRACK SEAL
(Bid Item No. 46)
This section covers the requirements for Bid Item No. 46 “Crack Seal.” Crack sealing shall conform to the provisions in Section 37-6, “Crack Treatments” of the Caltrans Specifications and applicable utility standards.

All areas that call out for AC Overlay, or as directed by the engineer, shall be crack sealed. The crack sealing operation shall be completed a minimum of twenty-four (24) hours prior to the placement of the AC overlay. Tack coat shall not be considered a replacement for crack seal/filler.

Pavement cracks 1/8" and wider, including lane joints, traverse and longitudinal, and all random cracks shall be sealed. Areas of severe alligator cracking (cracks producing 18" diameter blocks or less) shall not be crack sealed. Pavement cracks ¼" to l" wide shall be cleared of all loose particles of dust, dirt, and laitance with oil-free compressed air immediately proceeding the sealing operation. Prior to sealing cracks, the Contractor shall remove all existing temporary asphalt concrete patching material, vegetation and organic material from all cracks by rounting out as necessary to provide a reservoir for the sealer that will have a depth of ½" to 1½".

All cracks shall be filled with a rubberized asphalt material that has a minimum softening point temperature of 200 degrees Fahrenheit and a safe heating temperature of 380 degrees Fahrenheit, or as otherwise directed by the Engineer.

For cracks in size of 1/8" to ½" in width, the crack shall be widened using a router or heat lance method to form a sealant reservoir which is a minimum of ½" wide and ¾" to 1" deep. The routed crack shall then be cleared with hot compressed air to remove all dust and free moisture, and then sealed to service level.

Cracks wider than ½" width shall be cleaned for the entire crack depth using sandblasting, brushing and hot air blowing techniques, as required to provide a crack free from all debris, dust, loose material, and moisture. Gauging or plowing may be required to remove incompressible deep in the crack. The clean crack shall be filled with sealant, from the bottom up to surface level, in a manner which does not result in sealant bridging or entrapped air pockets. Settlement of sealant will occur, thus requiring application of a second layer of sealant material for all cracks ¼" in width or wider. For cracks with depressed surfaces on each side of the crack shall be over filled beyond level with pavement surface and then squeezed to fill in depressed area. No more than a 2" wide and 1/16" thick strip of material may be applied to the pavement surface.

Cracks wider than 1" width shall be filled with hot mix asphalt concrete as directed by the Engineer.

ADDENDUM 1

4.1.c
Packet Pg. 382 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-51 TECHNICAL SPECIFICATIONS
All streets in exhibits that call out for slurry seal or AC Overlay shall be crack sealed.

No slurry seal material may be placed until after the crack seal material has been in place for a minimum of seven (7) calendar days. The crack sealing operation shall be completed a minimum of 24 hours prior to the placement of AC overlay.

Payment of the Lump Sum for Bid Item No. 46 “Crack Seal” will be paid proportionally with progress made on Bid Items and shall include furnishing all labor, materials, tools, equipment, incidentals and for doing all work include
END OF SECTION 32 01 17.61
ADDENDUM 1

4.1.c
Packet Pg. 383 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-52 TECHNICAL SPECIFICATIONS
32 11 23 – CLASS II AGGREGATE BASE
(Bid Item No. 19)
This section covers the requirements for Bid Item No. 19 “Class 2 Aggregate Base.” Aggregate base shall be Class II and shall conform to the provisions in Section 26, “Aggregate Bases” of the Caltrans Specifications and these special provisions. The Class II Aggregate Base shall be the grading requirement for ¾” maximum.

The subgrade shall be prepared conforming to the provisions in Section 02 41 13.55, “Over Excavation & Subgrade Preparation” of these Technical Specifications.

The Contractor shall have the proposed base certified by an independent testing laboratory to meet Caltrans standards. This certification, along with the data, shall be submitted to the Engineer for review at the preconstruction meeting. This certification will not release the Contractor from having the base tested by the Engineer to meet specifications during construction.

The maximum lift of aggregate base shall be 8.0 inches.

For expansive soil, place a minimum of 6” of class 2 aggregate base under and around all sides of concrete improvements as directed by the Engineer. If class 2 aggregate base is determined to be necessary for concrete improvements, the City will issue a change order to compensate the Contractor for the extra work of installing the class 2 aggregate base intended for minor concrete improvements.

The contract Tonnage price paid for Bid Item No. 19 “Class 2 Aggregate Base” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing aggregate base complete in place and no additional compensation will be allowed therefore. Payment will be in accordance with Section 26-1.04 of the Caltrans Specifications. Certified weight tickets must be submitted with each truck of base material.

END OF SECTION 32 11 23
ADDENDUM 5

4.1.c
Packet Pg. 384 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-53 TECHNICAL SPECIFICATIONS
32 12 16 – ASPHALT CONCRETE
(Bid Items No. 18)
This section covers the requirements for Bid Item No. 18 “Asphalt Concrete.” Asphalt concrete shall conform to the requirements of Sections 203-1 “Paving Asphalt”, 203-6 “Asphalt Concrete” and 302-5 “Asphalt Concrete Pavement” of the Greenbook Specifications. Table 302-5.5 in the Greenbook is revised as follows:

Notes:
1) If only one course is required then the asphalt shall be of a C2 Class mixture as defined by Table 203-6.4.4 in the Greenbook.
2) If two or more courses is required than the top/cap/final course shall be of a C2 class mixture and base courses shall be of a B class mixture as defined by Table 203-6.4.4 in the Greenbook.
3) When ¾-inch material is used, the minimum thickness for any lift shall be 0.15’. 4) The final cap shall be placed such that the longitudinal joint is on the lane line.

The paving asphalt shall have no RAP and shall be one of the following: C2-PG 70-10-R0, B-PG 70-10-R0, as indicated on the plans, these special provisions, or as determined by the Engineer.

All asphalt concrete for this project shall be supplied from one source unless requested in writing and approved by the Engineer. Said source shall be listed on the Caltrans Material Plant Quality Program and have current qualifications. The Contractor shall submit to the Engineer a test results from said source for verification that the PG asphalt binder meets all requirements provided in Table 203-1.2 of the Greenbook, prior to its use on the project.

Aggregate of the ¾-inch or ½-inch maximum size and aggregate for asphalt concrete base shall be separated into 3 or more sizes and each size shall be stored in separate bins. If 3 sizes are used, one bin shall contain that portion of the material which· will pass the maximum size specified and be retaining on a 10 mm sieve; one bin shall contain that portion of the material which will pass a 10 mm sieve and be retaining on a 2.36 mm sieve; and one bin shall contain that portion of the material which will pass a 2.36 mm sieve.

Curb and gutter, cross gutters, driveways and other adjacent asphalt to concrete items to be removed and replaced may require slot paving or removing and replacing the full depth of the structural section adjacent to the item being removed with asphalt. The width and depth of the ADDENDUM 1

4.1.c
Packet Pg. 385 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-54 TECHNICAL SPECIFICATIONS
slot paving and/or full depth removal and replacement is as shown on the plans or determined by the Engineer. The asphalt used for slot paving and/or full depth removal and replacement shall be included in the measurement and payment of asphalt.

The subgrade shall be prepared conforming to the provisions in Section 02 41 13.55, “Over Excavation & Subgrade Preparation” of these Technical Specifications Tack coat shall be furnished and applied as provided in Section 302-5.4 of the Greenbook. Full compensation for furnishing and applying tack coat shall be considered as included in the contract price paid for asphalt concrete.

Manholes, valves, and valve covers shall be adjusted to finish grade by the Contractor. The cost shall be considered included in the asphalt concrete item of work unless there is a specific line item for adjusting the valves and/or manholes.

If in the opinion of the Engineer the road does not drive smoothly, he shall direct the Contractor to have the road “profilographed” and the Contractor will be responsible for any “bump” grinding or other remedies required to provide a smooth and aesthetically pleasing road. The cost for both the “profilgraphy” of the roadway and the “bump” grinding of pavement, if needed, shall be borne by the Contractor.

Full compensation for furnishing and applying asphaltic emulsion (paint binder) shall be considered as included in the contract price paid for asphalt concrete.

The contract Tonnage price paid for Bid Item No. 18 “Asphalt Concrete” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, for furnishing and installing all asphalt concrete on the project, unless specifically call-out somewhere else, and for conforming to the requirements of this section and no additional compensation will be allowed therefor. Certified weight tickets must be submitted with each truck of asphalt concrete material.

END OF SECTION 32 12 16
ADDENDUM 5

4.1.c
Packet Pg. 386 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-55 TECHNICAL SPECIFICATIONS
32 17 23 – SIGNING, STRIPING, AND PAVEMENT MARKING
(Bid Item No. 51)
This section covers the requirements for Bid Item No. 51 “Signing, Striping, and Pavement Markings” and all striping and signage work indicated on the plans by the striping notes. All work shall be performed in accordance with the provisions in Section 81, “Miscellaneous Traffic Control Devices”, Section 82, “Signs and Markers”, and Section 84, “Markings” of the Caltrans Specifications, MUTCD, including California Supplement, and these Special Provisions.

Prior to any work, the Contractor shall make a record of the existing striping and other pavement markings throughout the project limits. This striping and pavement marking shall be restored at the end of the project to existing condition, and include any additional project signage, striping, and pavement marking, at the direction of the City Engineer. Any deviation in the striping or pavement marking must be approved by the Engineer in advance.

The Contractor shall be responsible for removing and replacing and/or relocating “in-kind” all signing, striping, and other pavement markings which are destroyed, damaged, obscured, or otherwise affected due to the construction of the project. All signing, striping and other pavement markings damaged by the project shall be replaced and/or relocated by the Contractor whether shown on the project plans or not.

Removal of Existing Striping and Pavement Markings
Removal of existing traffic striping and pavement markings shall comply with the requirements of Section 84-9.03B of the Caltrans Standard Specifications.

All existing striping and pavement markings within the areas to be resurfaced shall be removed by sandblasting or grinding, prior to any resurfacing. This does not apply to areas proposed for base repair, leveling course, overlay, reconstruction and within milling limits.

Striping and pavement marking removal shall occur no sooner than two (2) calendar days prior to the pavement resurfacing. If the striping or pavement marking removal is performed on a day other than the day of pavement resurfacing, the Contractor shall supply and install temporary striping and pavement markings as detailed in these specifications. The Contractor shall be responsible for the removal of the temporary striping and pavement markings prior to placement of the resurfacing.

Removal of Existing Roadside Signs and Markers
Removal of existing roadside signs and markers shall comply with the requirements of Section 82-9 of the Caltrans Standard Specifications.

Contractor shall remove roadside signs and/or markers only when replacement signs and/or markers are installed or when the existing signs and/or markers are no longer required for traffic.

Reset or relocate each roadside sign and/or marker the same day it is removed, using existing posts when possible. If an existing post is deteriorated or broken, notify the Engineer.

ADDENDUM 1

4.1.c
Packet Pg. 387 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-56 TECHNICAL SPECIFICATIONS
All removed signs shall be salvaged to the City of San Jacinto yard located at 270 Bissel Pl, San Jacinto, CA 92582.

Placement of Traffic Stripes and Pavement Markings
Contractor shall furnish and replace traffic stripes and pavement markings in the original pattern on all roadways, unless otherwise shown on the Plans. Traffic striping shall be paint and pavement markings shall be thermoplastic and conform to the provisions in Section 84, “Markings,” of the Caltrans Standard Specifications and these special provisions.

The existing striping and pavement markings shall be replaced with thermoplastic for markings and paint for striping, as specified in these specifications and as directed by the Engineer. Unless noted elsewhere in these specifications and plans, traffic striping and pavement markings shall be replaced at all locations where existing traffic stripes and pavement markings are damaged, obliterated or covered as a result of construction operations.

Where striping joins existing striping, as shown on the plans, the Contractor shall begin and end the transition from the existing striping pattern into or from the new striping pattern a sufficient distance to ensure continuity of the striping pattern. All conflicting striping and pavement markings shall be removed by sand blasting, grinding, or as directed by the Engineer. If a portion of a pavement making or legend is damaged, obliterated or covered due to construction operations the entire pavement marking or legend shall be replaced.

For striping and pavement markings to be replaced in kind, the Contractor shall physically tie down the location of the beginning and ending of each existing stripe and pavement marking adjacent to the work area. Within one working day following the completion of pavement resurfacing or as directed by the Engineer, the Contractor shall accurately mark, by cat tracking with painted marks, the location of all striping and pavement markings to be installed.

Upon notification by the Contractor, the Engineer shall review and approve the cat tracking prior to applying the permanent stripes and marking. The Contractor shall allow a minimum of three (3) working days for City review and the cat tracking, and permanent stripes and markings shall not be applied prior to City approval. The City may make changes to the layout after cat tracking.

Where painting is allowed in these specifications, paint shall be applied in two applications, with each coat being the thickness of a 1-coat treatment per Caltrans Standard Specifications Section 84-2.03 “Construction” (1 gallon per 107 square feet). The first coat shall be applied within two working days following approval of the cat tracking and the second coat shall be applied a minimum of two days later, but no later than fourteen calendar days following the pavement resurfacing. The Contractor shall pay liquidated damages for each day the final striping and pavement markings are not completed after the 14th calendar day. Scheduling of raised pavement marker installation shall comply with Caltrans Standard Specifications Section 81-3.03A.

To prevent motorists from driving through and tracking wet paint, traffic control shall be installed and maintained until the paint is completely dry.

The thermoplastic material shall be applied by extrusion method in a single uniform layer. Unless otherwise noted on the plans or in these specifications, the Contractor shall replace all pavement delineation on the same alignment and location.

ADDENDUM 1

4.1.c
Packet Pg. 388 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-57 TECHNICAL SPECIFICATIONS
Thermoplastic material shall be free of lead and chromium, and shall conform to the requirements in California Department of Transportation, Specification PTH-02ALKYD. Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D 6359-99.

White thermoplastic pavement markings shall have a minimum initial retro reflectivity of 250 mcd m-2 lx-1.

Yellow thermoplastic pavement markings shall have a minimum initial retro reflectivity of 150 mcd m-2 lx-1.

The thermoplastic material for pavement markings shall be applied by extrusion methods only.

Thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.060‑inch.

Thermoplastic material for pavement markings shall be applied at a minimum thickness of 0.100‑ to 0.150-inch.

Thermoplastic pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.

Reflective Pavement Markers shall conform to Section 81-3, “Pavement Markers”, of the Caltrans Standard Construction Specifications and these Special Provisions. All pavement markers shall be removed prior to pavement resurfacing. Pavement markers shall be applied at all locations where existing pavement markers are damaged, obliterated or removed as a result of asphalt resurfacing operations, where required by Section 81 of the Standard Construction Specifications and these specifications, whether a pavement marker was existing or not, and as shown on the plans.

Unless otherwise noted on the plans or in these Special Provisions, the Contractor shall replace all pavement markers on the same alignment and locations.

Fire Hydrant Markers (blue reflective pavement markers) shall be placed in compliance to Riverside County Fire Department’s Technical Policy # TP 06-011 – Code Reference: 2019 CFC § 507, Riverside County Ordinance 787.9 or as directed by the Engineer, and perpendicular to all fire hydrants. Markers shall be blue with two reflective faces. Contractor shall be responsible for locating all fire hydrants and layout work required for installation of blue reflective pavement markers. Blue markers shall be referenced and installed at all fire hydrant locations within the project limits whether a reflective pavement marker was existing or not.

Placement of Roadside Signs and Markers
The Contractor shall be responsible for furnishing and installing roadside signs and markers as specified in the project plans. Placement of roadside signs and markers shall conform to the provisions in Section 82 of the Caltrans Standard Specifications.

All signs must be standard size.

When an existing sign is to be replaced, the new sign shall be installed onto the existing frame or post, unless the existing frame or post is damaged. When new signs are to be installed with a new post, signs shall be installed on perforated GI Pipe (1 3" 4 ) with anchor blocks.

ADDENDUM 1

4.1.c
Packet Pg. 389 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-58 TECHNICAL SPECIFICATIONS
Temporary Lane Delineation
The Contractor shall, upon completing pavement work, which covers or obliterates existing pavement striping, immediately place temporary striping or other delineation as approved by the Engineer along the lines of the existing striping to direct traffic until permanent striping or markers can be placed.

Temporary tab markers shall not be placed more than twelve feet apart on curves nor more than twenty-four feet apart on straight segments. Temporary tab markers shall be the same color as the stripe they are replacing, shall measure two inches tall by 3-1/2 inches wide, and have a reflective lens across the marker width.

Temporary striping such as “tabs” and “tape” can be used when the temporary striping and pavement markings will be in use for less than seven calendar days. All temporary striping to be in place greater than or equal to seven calendar days shall be paint unless approved otherwise by the Engineer. Temporary stop limit lines shall be paint or eight-inch wide white traffic tape. “Black-out” of existing striping shall be kept to a minimum. Existing striping shall be removed when in conflict and in no case shall existing striping that is “blacked-out” be allowed to stay in the field without being removed for more than 24 hours.

Temporary/removable “No Parking” signs shall be installed along the route of construction a minimum of 72 hours prior to start of work in particular streets. The sign shall advise of the date of actual construction. Parking available to residents is very limited, the contractor shall be diligent with his schedule and delivery of work and not prohibit parking to any one block more than 24 continuous hours in any given phase of construction.

Measurement and Payment
The contract lump sum price for Bid Item No. 51 “Signing, Striping, and Pavement Markings” shall include full compensation for all temporary and permanent striping, signage, and pavement markings for furnishing all labor materials, tools, equipment and incidentals in place and no additional compensation will be allowed therefor. This price shall include all signing, delineators, and RPMS unless specifically called out to be paid for in a different item. This price shall also include removal of all signage, striping, legends, and markings. This price shall include preservation of existing fire hydrant reflectors and installation of new ones in case the preserved ones are damaged or in the event none existed.

END OF SECTION 32 17 23
ADDENDUM 1

4.1.c
Packet Pg. 390 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-59 TECHNICAL SPECIFICATIONS
33 01 30.86 – ADJUST TO GRADE EXISTING UTILITIES
(Bid Items No. 1A, 2A, & 12A)
Adjusting to grade existing utilities shall conform to the provisions in Section 15, “Existing Facilities” of the Caltrans Specifications and applicable utility standards.

Adjustment of existing utilities shall be done per applicable Standards and these Special Provisions by the Contractor. The valve covers, manholes, and other utilities in new roadway widening areas shall be lowered to subgrade, raised to base grade, and raised to final pavement grade, per the utility’s applicable standards. The valve covers and manholes in overlay or slurry seal areas shall be adjusted to final surface grade.

The contract price per Each for Bid Item No. 1A “Adjust to Grade Existing EMWD Manholes” shall include compensation for furnishing all labor, materials, tools, equipment and incidentals, and no additional compensation will be allowed therefor.

The contract price per Each for Bid Item No. 2A “Adjust to Grade Existing EMWD Water Valve Covers” shall include compensation for furnishing all labor, materials, tools, equipment and incidentals, and no additional compensation will be allowed therefor.

The contract price per Each for Bid Item No. 12A “Adjust to Grade Existing EMWD Test Station” shall include compensation for furnishing all labor, materials, tools, equipment and incidentals, and no additional compensation will be allowed therefor.

END OF SECTION 33 01 30.86
C-6
ADDENDUM 2

4.1.c
Packet Pg. 391 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-60 TECHNICAL SPECIFICATIONS
33 05 24.5 - STEEL PIPE CASING
(Bid Item No. 38)
Steel pipe encasement shall conform to the provisions listed in this section of the Technical Specifications and EMWD’s Section 03604, “Casing Grouting – Annular Space” provided below.

The steel casing shall be installed by means of jacking or dry boring, except where specifically noted on the plans to be installed by open trench construction.

Casing diameter shall be a minimum of 4 inches greater than the outside bell diameter, and sewer pipe casing shall not be less than 42 inches in diameter unless specifically noted.

Minimum casing thickness specified in "Table A" is required for steel casing in place, and does not account for construction loads. The contractor shall be solely responsible for the structural sufficiency of the casing during construction, and also the method of installation.

Gravity pipelines and pressure pipelines shall be supported on pipe skids subject to the approval of the engineer.

All skids are to be square in cross section and may be made from redwood, or better Douglas fir, sound material, to be wolmanized or creosoted (redwood need not be treated).

ADDENDUM 1

4.1.c
Packet Pg. 392 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-61 TECHNICAL SPECIFICATIONS
Skids shall be attached to pipe by strapping with a standard strapping machine to hold skids in place during pulling operations. Use stainless steel bands, or method of "cleating" skids together, as approved.

Flexible pipe (PVC, ABS, etc) shall have spacer guide along on the top to prevent pipe from floating. Pipe within casing to be bonded together at the joints for an integral unit per manufacturer's recommendations, two (2) approved flexible couplings shall be used at each end of casing per SB-63.

Notice as required by the City shall be given prior to construction, for the City inspection of casing pipe and carrier pipe installation. The as-built location and grade of casing pipe shall be approved by the City prior to installation of the carrier pipe. Departures from planned location or grade of the casing pipe shall require a field survey for carrier pipe redesign if feasible, or abandonment in favor of a new installation.

The total annular space shall be grouted per EMWD Specification Section 03604 (provided on the following 3 pages), unless otherwise specified on the construction drawings.

Wooden skids can be replaced with Advance Products & Systems, Inc. (APS) casing spacers, SSI 8 model for carrier pipe 4” to 36”, and SSI 12 model for pipe greater than 36” or approved equal.

These spacers shall be installed 6 feet on center.

In lieu of mortar grouted bricks (to seal steel casing ends), Advance Products & Systems, Inc. (APS) molded end seals can be used, model AM or approved equal.

The contract Lineal Footage price paid for Bid Item No. 38 “Construct 42" OD Steel Pipe Casing EMWD STD. B-575” shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, for furnishing and installing steel pipe casing on the project, conforming to the requirements of this section, and no additional compensation will be allowed therefor.

ADDENDUM 1

4.1.c
Packet Pg. 393 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-62 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 394 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-63 TECHNICAL SPECIFICATIONS
ADDENDUM 1

4.1.c
Packet Pg. 395 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-64 TECHNICAL SPECIFICATIONS
END OF SECTION 33 05 24.5
ADDENDUM 1

4.1.c
Packet Pg. 396 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-65 TECHNICAL SPECIFICATIONS
34 41 13 – TRAFFIC SIGNAL WORK
(Bid Item No. 49 & 50)
This section covers the requirements for Bid Item No. 49 “Install Traffic Signal at Warren & Esplanade Ave”, Bid Item No. 50 “Install Traffic Signal at Cawston & Esplanade Ave”, and all work indicated on Traffic Signal Plan sheets. Traffic signal work shall conform to the provisions listed on the Traffic Signal Plan sheet titled “Title Sheet and Special Provisions” and all the provisions listed in Division X “Electrical Work” of the Caltrans Specification.

EQUIPMENT LIST AND DRAWINGS
The Electrical Contractor must submit a "Notice of Materials to be Used". The Contractor shall furnish to the City Engineer a copy of all purchase orders for equipment and materials used in reference to traffic signals within five days of when such orders are placed. The Contractor shall also provide copies of all correspondence with equipment and materials suppliers concerning availability, delivery dates, anticipated delays, and shipment notices within five days of each letter.

References to cost may be omitted. Consideration for recommending time extensions for materials and equipment delivery delays will not be made unless these provisions are met. The Contractor shall furnish two maintenance and operation manuals for cabinet, controller unit, auxiliary equipment, vehicle detector sensor units, control units, amplifiers, and any other auxiliary equipment furnished. The maintenance manual and operation manual may be combined into one manual. The maintenance manual or combined maintenance and operation manual shall be submitted at the time the controllers are delivered for testing.

The maintenance manual shall include, but need not be limited to, the following items:
(a) Specifications
(b) Design Characteristics
(c) General Operation Theory
(d) Function of all controls
(e) Trouble shooting procedure (diagnostic routine)
(f) Block circuit diagram
(g) Geographical layout of components
(h) Schematic diagrams
(i) List of replaceable component parts with stock numbers

MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS
Unless otherwise permitted in writing by the City Engineer, existing traffic signal system shutdowns shall be limited to periods between the hours of 9:00 am and 4:00 pm.

MATERIALS AND CONSTRUCTION
Construction methods and materials shall be in conformance with the provisions provided in the “Special Provisions to Standard Specifications for Traffic Signal Projects” which are listed on the Traffic Signal Plan sheet titled “Title Sheet and Special Provisions.” ADDENDUM 1

4.1.c
Packet Pg. 397 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-66 TECHNICAL SPECIFICATIONS

MEASUREMENT AND PAYMENT
The contract unit price paid for Lump Sum for Bid Item No. 49 “Install Traffic Signal at Warren & Esplanade Ave” shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals, and for doing all work involved in the electrical work as shown on the plans, as specified in these Technical Specification, the Caltrans Standard Plans and Specifications, and as directed by the Engineer, including, dewatering (if needed), excavation, removal of excavated material and off-site disposal, all appurtenances and equipment specified, potholing, conduits, conductors, connection to new or existing pull boxes, replacement of disturbed surface material and all flatwork coordination with vendors/suppliers, testing of all electrical systems to ensure a complete and functioning traffic signal system, complete in place, and no additional payment will be allowed therefore. All trench restoration for traffic signal electrical conduit, including backfill materials and hot mix asphalt with T-cut, is included in the Traffic Signal Installation bid item per each location.

The contract unit price paid for Lump Sum for Bid Item No. 50 “Install Traffic Signal at Cawston & Esplanade Ave” shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals, and for doing all work involved in the electrical work as shown on the plans, as specified in these Technical Specification, the Caltrans Standard Plans and Specifications, and as directed by the Engineer, including, dewatering (if needed), excavation, removal of excavated material and off-site disposal, all appurtenances and equipment specified, potholing, conduits, conductors, connection to new or existing pull boxes, replacement of disturbed surface material and all flatwork coordination with vendors/suppliers, testing of all electrical systems to ensure a complete and functioning traffic signal system, complete in place, and no additional payment will be allowed therefore. All trench restoration for traffic signal electrical conduit, including backfill materials and hot mix asphalt with T-cut, is included in the Traffic Signal Installation bid item per each location.

Full compensation for salvaging, hauling, stockpiling, and disposing of existing electrical systems removed shall be considered as included in the contract price paid for Bid Item No. 49 “Install Traffic Signal at Warren & Esplanade Ave” and Bid Item No. 50 “Install Traffic Signal at Cawston & Esplanade Ave” and no additional compensation will be allowed, therefore.

END OF SECTION 34 41 13
ADDENDUM 1

4.1.c
Packet Pg. 398 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE
TS-67 TECHNICAL SPECIFICATIONS
35 01 50.71 – CHANNEL EXCAVATION
(Bid Item No. 32)
This section covers the requirements for Bid Item No. 32 “Channel Excavation”. Channel Excavation work shall conform to the provisions listed in the Section 300-7 “Earthwork for Channels” of the Greenbook Specifications.

Channel Excavation shall cover the complete construction of the channel inclusive of all earthwork, excavation, ditch excavation, exporting, placement of fill material, including any import fill, backfill, compaction, grading, subgrade preparation, and slope grading.

Compaction of the channel subgrade will not be required.

Compensation for the installation of rip-rap and filter fabric will not be considered to be a part of the compensation for Bid Item No. 32.

Full compensation for Channel Excavation shall include furnishing all labor, materials, tools, equipment, incidentals, and for doing all work included in excavating the channel, and conforming to the requirements of this section shall be considered as included in the Cubic Yardage unit price paid for Bid Item No. 32 “Channel Excavation” and no additional compensation will be allowed therefor.

END OF SECTION 35 01 50.71
ADDENDUM 1

4.1.c
Packet Pg. 399 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “A”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

PLANS AND DRAWINGS

PLANS AND DRAWINGS
"THE FOLLOWING PLANS AND DRAWINGS ARE INCORPORATED HEREIN BY REFERENCE AS IF SET FORTH IN THEIR ENTIRETY:

1. (27 Sheets) “City of San Jacinto Esplanade Widening Phase 1 Warren Road to Sanderson Avenue CIP #06-145 (SJ-222)

2. (8 Sheets) “City of San Jacinto Esplanade Widening Project Traffic Signal Plans Signing & Striping Plans"

3. (1 Sheet) “SJ-222 Esplanade Ave. at Warren Rd. Monitoring Well Location”

4. (1 Sheet) “Typical Overex Section”

4.1.c
Packet Pg. 400 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- ESPLANADE AVENUE WIDENING PHASE 1 LOCATION MAP

LYON AVE
SANDERSON AVE.

DE ANZA DR. RAMONA BLVD.

SAN JACINTO AVE.

IDYLLWILD DR. COTTONWOOD AVE. ESPLANADE AVE.

PALM AVE.

LYON AVE.

EAGLE RD.

SANTA FE
KIRBY ST. SEVENTH ST.

YOUNG ST.

MISTLETOE AVE. MAIN ST. AVENUE ESPLANADE
ALESSANDRO AVE. RAMONA EXPY. FIRST ST.

SOBOBA RD.

JORDAN AVE.

CAMINO
LOS BANOS ARTESIAN ST.

TIGER LN. TAHQUITZ AVE. 5TH ST. 6TH ST. SEVENTH ST.

RAMONA MENLO AVE. COMMONWEALTH AVE. EATON AVE. FRUITVALE AVE. OAKLAND AVE. DEVONSHIRE AVE. FLORIDA AVE.

SAN JACINTO AVE.

HEWITT ST. COMMONWEALTH AVE.

PARK AVE.

COLUMBIA ST. HIGHWAY 74
HIGHWAY 79
LYON AVE.

KIRBY ST.

STATE ST. DEVONSHIRE AVE. MIDWAY ST. OAKWOOD ST.

SANTA FE
EXPY. SHAVER ST. EVANS ST.

GIRARD ST.

YALE ST.

CORNELL ST.

DARTMOUTH ST. CITY OF SAN JACINTO PROJECT SITE MAIN ST. WATEKA ST.

CAWSTON AVE.

WARREN ROAD
RAMONA EXPY.

CHASE ST.

SANDERSON
STATE ST.

AVENUE CITY OF HEMET PERRIS 74 RIVERSIDE VICINITY MAP BEAUMONT VALLEY MORENO JACINTO SANHEMET 15 10 15 215 215 60 79 79 60 74 74 74 NTS NTS SITE PROJECT BASIS OF BEARING: BENCHMARK:
1 TITLE SHEET STREET IMPROVEMENTS EARTHWORK QUANTITIES: CITY OF SAN JACINTO, CALIFORNIA WARREN ROAD TO SANDERSON AVENUE CIP #06-145 (SJ-222) CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK:

B
CK
L
NA
F
ESSIO
M
L
NA
F
ESSIO
TR
DER
P S
R
DER
P
O
E.

I V IL
I NR
FO
CALI
I V IL
I NR
FO
CALI R
TS
IS GE
E
AT
R
TS
IS GE
E
AT
F NO. 44553 O
C
TE
N
AU R
T

R A E IN GNE R A E IN GNE E
B
C
I
I February 13, 2026 BID SET DESCRIPTION SHEET # SHEET INDEX TITLE SHEET 1 TRAFFIC SIGNAL STREET PROFILE & GRADING CROSS SECTIONS TYPICAL SECTIONS23-10 11-22 23-27 STORM DRAIN 1-3 SIGNING & STRIPING 4-8 APPROVED BY: APPROVED BY: 4.1.c Packet Pg. 401
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CITY OF SAN JACINTO CITY OF HEMET CITY OF SAN JACINTO CITY OF HEMET CITY OF SAN JACINTO CITY OF HEMET CITY OF SAN JACINTO CITY OF HEMET CITY OF SAN JACINTO CITY OF HEMET CITY OF SAN JACINTO CITY OF HEMET 750' CAWSTON AVE. ESPLANADE AVE. SHEET #5 SHEET #6 SHEET #7 SHEET #8 SHEET #9 SHEET #10 BB AA CC DD 2 SHEET INDEX & TYPICAL SECTIONS FF PROPOSED TRAFFIC SIGNAL STREET SHEET INDEX STORM DRAIN SHEET INDEX SHEET #11 SHEET #13 SHEET #14 SHEET #15 SHEET #16 SHEET #17 EE WARREN ROAD SHEET #4 CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET ANZA TRAIL (FUTURE STREET) ALABASTER AVENUE SANDERSON AVENUE SHEET #3 PROPOSED TRAFFIC SIGNAL ESPLANADE AVE. WARREN ROAD CAWSTON AVE. ANZA TRAIL (FUTURE STREET) ALABASTER AVENUE SHEET #12 SANDERSON AVENUE SHEET #18 APPROVED BY: APPROVED BY: 4.1.c Packet Pg. 402
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W
39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 8'' G 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR STREETS T T T T T T T T T T T T T T T T T T T T T T T T T T T CL W W W W N 00°14'58" W S 89°30'18" E DWY GATE N 00°14'50" W N 89°30'18" W N 88°23'35" W 184.74' 100+00 101+00 102+00 9+00
11+00 99+00 97+00 98+00 95+00 96+00 X
12'' W 12'' W 12'' W 12'' W 12'' W
8'' G
12'' W 8'' G T T T T T T T T T T W W W W W W W
39'' W
39'' W
39'' W
39'' W
39'' W
39'' W
39'' W STA. 95+83 TO STA. 102+00 STREET IMPROVEMENTS 3 80 120 1"=40' 40 0 40 SCALE CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET CASE "A" SCALE: 1" = 10' ACCESS RAMP DETAIL CASE "B" SCALE: 1" = 10' ACCESS RAMP DETAIL APPROVED BY: APPROVED BY: 4.1.c Packet Pg. 403
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 8'' G 8'' G 8'' G
16'' W 16'' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 39'' W 39'' W 39'' W 39'' W 39'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G
8'' G 8'' G
16'' W 16'' W 8'' G
39'' W
39'' W T T T T T T T T T T T T T T LC W W W W N 00°14'58" W N 00°14'50" W N 88°23'35" W 184.74' 100+00 101+00 9+00 11+00
99+00 N 00°14'58" W X X X X X 12+00 13+00 14+00
12'' W 12'' W 6'' W 16'' W 16'' W 16'' W 16'' W 16'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 8'' G 8'' G 8'' G 8'' G STA. 2+00 TO STA. 15+00 40 0 40 80 120 4 SCALE 1"=40' WARREN RD. STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET SHEET #3 WARREN RD CASE "B" MODIFIED SCALE: 1" = 10' ACCESS RAMP DETAIL CASE "A" SCALE: 1" = 10' ACCESS RAMP DETAIL APPROVED BY: APPROVED BY: 4.1.c Packet Pg. 404
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W T T T T T T T T T T T T T T T 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS
6'' SS 6'' SS 6'' SS 6'' SS CL E EM-25 FLOW CONTROL FACILITY N 88°44'53" W 5293.57' 60" CMLC WL 60" CMLC WL 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 12' 16' -2.78% -3.12% -2.92% 1504.00 1504.50 STA. 102+00 TO STA. 112+00 5 80 120 1"=40' 40 0 40 SCALE STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET APPROVED BY: 4.1.c Packet Pg. 405
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 4'' G 4'' G 4'' G
4'' G 4'' G 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W T T T T T T T 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W IRR39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL CL S 01°15'07" W
S 01°15'07" W N 88°44'53" W 5293.57' 60" CMLC WL 60" CMLC WL 60" CMLC WL 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 STA. 112+00 TO STA. 125+00 6 80 120 1"=40' 40 0 40 SCALE STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET APPROVED BY: 4.1.c Packet Pg. 406
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W6'' W 18'' W6'' W 18'' W6'' W 18'' W 6'' W 6'' W18'' W 6'' W18'' W 6'' W 16'' W8'' G 16'' W8'' G 16'' W 8'' G 8'' G 16'' W 8'' G16'' W 8'' G16'' W 8'' G 16'' W 8'' G 16'' W T T T T T T T T T T T T T T T T T T T T T T 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL E DIRT ROAD DIRT ROAD N 88°44'53" W 5293.57' 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 7 80 120 1"=40' 40 0 40 SCALE STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET STA. 125+00 TO STA. 138+40 APPROVED BY: 4.1.c Packet Pg. 407
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W6'' W 18'' W6'' W 18'' W6'' W 18'' W 6'' W 6'' W18'' W 6'' W18'' W 6'' W18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W 6'' W 18'' W6'' W 18'' W T T T T T T T T T T T T T T T T T T T T T T T T T T T T 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL CL CL N 88°44'53" W 5293.57' 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 ESPLANADE AVENUE STA. 138+40 TO STA. 151+80 STREET IMPROVEMENTS 8 80 120 1"=40' 40 0 40 SCALE CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET APPROVED BY: 4.1.c Packet Pg. 408
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 24'' SS 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 20'' ABAND IRR 20'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 18'' W6'' W 18'' W6'' W 18'' W 6'' W 6'' W18'' W 6'' W18'' W 6'' W 6'' W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 24'' SS 24'' SS 24'' SS 24'' SS
24'' REC WT T T T T T

IRR IRR IRR IRR IRR IRR IRR
75'' W 75'' W 75'' W
72'' W 72'' W 8'' SS 8'' SS
24'' REC W 24'' REC W
20'' SS
20'' SS
20'' SS T T T T T T T T T T T T T T T T T T T T T 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 18'' SD 12'' SD 12'' SD 20'' SS 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W
2'' W 2'' W
20'' SS
24'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL CL CL E E DWY
S 00°06'27" W S 89°53'30" E 2641.03' 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 9+00 10+00
11+00 12+00 MW MW
S 00°06'27" W N 88°44'53" W 5293.57' 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 20'' SS 20'' SS 20'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS T T T T T T STA. 151+80 TO STA. 165+20 9 80 120 1"=40' 40 0 40 SCALE STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET APPROVED BY: 4.1.c Packet Pg. 409
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W T T T T T T T T T T T T T T T T T T T T T T T 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 18'' SD CATV CATV CATV CATV CATV CATV CATV CATV CATV (SD) (SD) (SD) (SD) (SD) E E DWY DWY DWY DIRT DIRT LSA DDC S 89°53'30" E 2641.03' 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 MW MW 60" CMLC WL 167+07.03
1514.54' STA. 165+20 TO STA. 177+12 10 80 120 1"=40' 40 0 40 SCALE STREET IMPROVEMENTS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET APPROVED BY: 4.1.c Packet Pg. 410
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 16'' W 16'' W 8'' G 8'' G 16'' W 16'' W
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 8'' G 8'' G 8'' G 8'' G 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR T T T T T T T T T T T CL W W W W W W W 100+00 101+00 11+00 100+60.94 101+00 T T T T T T T T T T T CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET 11 WARREN AVENUE STORM DRAIN IMPROVEMENTS ESPLANADE AVENUE WARREN ROAD APPROVED BY: APPROVED BY: 4.1.c Packet Pg. 411
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W T T T T T T T T T T T T T T T 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS
6'' SS 6'' SS 6'' SS CL E EM-25 FLOW CONTROL FACILITY 106+00 107+00 108+00 109+00 110+00 111+00 60" CMLC WL 60" CMLC WL 105+00 106+00 107+00 108+00 109+00 110+00 111+00 105+00
104+00 103+00 12' 16' 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 102+00 103+00 104+00 12'
16'
17'

17.99' 101+00 101+07.25 CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET 12 STA. 100 +00 TO STA. 111+80 STORM DRAIN IMPROVEMENTS APPROVED BY: 4.1.c Packet Pg. 412
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR STO 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 4'' G 4'' G 4'' G 4'' G 4'' G 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W T T T T T T T IRR39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR
6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL
CL
112+00 113+00
60" CMLC WL
60" CMLC WL
60" CMLC WL
112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 112+00 113+00
114+00
115+00
116+00
117+00
118+00
119+00
120+00
121+00
122+00
123+00
124+00
125+00
CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
STA. 111 +80 TO STA. 125+20
13 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 413 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G
16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W
T
T

T T T T T T T T T T T T T T T T T T T T T
39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL
E
60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 126+00
127+00 128+00 129+00 130+00
131+00
132+00
133+00
134+00
135+00
136+00
137+00
138+00

ORM DRA
CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
STA. 125+20 TO STA. 138+60
14 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 414 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W

T T T T T T
T
T
T
T
T
T
T
T
T
T

T T T T T T T T T T T
39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS 6'' SS CL
CL
CL
60" CMLC WL 60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
60" CMLC WL
139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 139+00 140+00 141+00
142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00

AIN STOR
CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
STA. 138+60 TO STA. 152+00
15 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 415 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 20'' ABAND IRR
20'' ABAND IRR
14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 18'' W 18'' W 18'' W 18'' W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 24'' SS 24'' SS 24'' SS 24'' SS 24'' REC WT T
T
T
T
T IRR IRR IRR IRR IRR IRR 75'' W 75'' W 75'' W 72'' W 72'' W 8'' SS
8'' SS 24'' REC W 24'' REC W
20'' SS
20'' SS
20'' SS

T T T T T T T T T T T T T T T T T T
T
T
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 18'' SD
12'' SD 12'' SD 20'' SS
39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 2'' W 2'' W 20'' SS 24'' SS 6'' SS 6'' SS 6'' SS

CL CL CL
E E
60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL
152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 9+00 10+00 11+00 MW
MW
152+00 153+00
153+00 154+00 154+46.60
12'' SD 12'' SD
154+60.84 155+00
156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
STA. 152+00 TO STA. 165+00
16 STORM DRAIN IMPROVEMENTS
APPROVED BY:

4.1.c
Packet Pg. 416 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W

T T T T T T T T T T T T T T T T T T T T T
T
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 18'' SD

CATV CATV CATV CATV CATV CATV CATV
(SD) (SD) (SD) (SD)
DDC
60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 60" CMLC WL 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 MW
MW 60" CMLC WL
166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
17 STORM DRAIN IMPROVEMENTS
STA. 165+00 TO STA. 178+00

4.1.c
Packet Pg. 417 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 26'' ABAND IRR 26'' ABAND IRR 39'' W 39'' W 39'' W
20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR
39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR
16'' W 16'' W 16'' W 16'' W
4'' W 4'' W 4'' W 4'' W
8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 18'' IRR 18'' IRR 18'' IRR 12'' W 12'' W 12'' W 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 8'' SS 8'' SS 8'' SS
8'' SS
6'' G 6'' G 6'' G 6'' G 6'' G 6'' G 6'' G

T T T T T T
T
T
T T
T
T
T
T
24'' SD 24'' SD
24'' SD
24'' SD 24'' SD 24'' SD
24'' SD 24'' SD
24'' SD
24'' SD 24'' SD 24'' SD
4'' W 4'' W 4'' W 4'' W 24'' W 24'' W 24'' W 24'' W 4'' ABAND W 4'' ABAND W 4'' ABAND W 4'' ABAND W 4'' ABAND W 4'' ABAND W

CATV CATV CATV CATV CATV CATV CATV CATV

CATV CATV CATV CATV CATV CATV CATV CATV
CATV
(SD) (SD) (SD) (SD) (SD) (SD) (SD) (SD) (SD)

E E E E E E
E E E

E E E E E

E E E CL

CATV CATV CATV CATV CATV CATV CATV
E
IP
TP
E T
E
178+00 179+00 180+00 181+00 182+00
179+00 180+00 180+76.12 16'' W 16'' W 8'' G 8'' G 16'' W 16'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 39'' W 39'' W 39'' W 14'' ABAND IRR 14'' ABAND IRR 14'' ABAND IRR 6'' W 6'' W 6'' W 6'' W 6'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 8'' G 8'' G 8'' G 8'' G 39'' W
39'' W
39'' W
39'' W 14'' ABAND IRR 14'' ABAND IRR
T T T
T
T

T T T T T T T
CL
W W W W W W W W 100+00 101+00
11+00
T T T
T
T

T T T T T T T
CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK:

B CK
L NA
FESSIO
M
L NA
FESSIO
T
R DER
P
S
R DER
P O
E.

I V IL

I NR FO
CALI
I V IL

I NR FO
CALI
R
TS
IS
GE
E AT
R
TS
IS
GE
E AT F
NO. 44553
O
C
TE
N
AU R
T
R
A
E IN
GNE
R
A
E IN
GNE
E
B
C I
I
February 13, 2026

BID SET
18 STORM DRAIN IMPROVEMENTS
STA. 178+00 TO STA 180+34 APPROVED BY:

APPROVED BY:

4.1.c
Packet Pg. 418 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

ESPLANADE AVENUE
AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026

BID SET

CROSS-SECTIONS
19 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 419 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

BID SET

CROSS-SECTIONS
20 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 420 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

BID SET

CROSS-SECTIONS
21 STORM DRAIN IMPROVEMENTS
APPROVED BY:

4.1.c
Packet Pg. 421 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CITY OF SAN JACINTO SJ-222

DIG ALERT

SEAL CITY OF SAN JACINTO
PREPARED BY:

APPROVED BY:

BID SET

CROSS-SECTIONS
22 STORM DRAIN IMPROVEMENTS

4.1.c
Packet Pg. 422 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) CROSS SECTIONS STA. 101+00 TO STA. 120+00 CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK:

B
CK
L
NA
F
ESSIO
M
L
NA
F
ESSIO
TR
DER
P S
R
DER
P
O
E.

I V IL
I NR
FO
CALI
I V IL
I NR
FO
CALI R
TS
IS GE
E
AT
R
TS
IS GE
E
AT
F NO. 44553 O
C
TE
N
AU R
T

R A E IN GNE R A E IN GNE E
B
C
I
I February 13, 2026 BID SET 23 4.1.c
Packet Pg. 423
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) STA. 101+00 TO STA. 120+00 CROSS SECTIONS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET 24 4.1.c Packet Pg. 424
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) STA. 121+00 TO STA. 140+00 CROSS SECTIONS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK:

B
CK
L
NA
F
ESSIO
M
L
NA
F
ESSIO
TR
DER
P S
R
DER
P
O
E.

I V IL
I NR
FO
CALI
I V IL
I NR
FO
CALI R
TS
IS GE
E
AT
R
TS
IS GE
E
AT
F NO. 44553 O
C
TE
N
AU R
T

R A E IN GNE R A E IN GNE E
B
C
I
I February 13, 2026 BID SET 25 4.1.c
Packet Pg. 425
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) STA. 141+00 TO STA. 160+00 CROSS SECTIONS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET 26 4.1.c Packet Pg. 426
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) STA. 161+00 TO STA. 180+00 CROSS SECTIONS CITY OF SAN JACINTO SJ-222 DIG ALERT SEAL CITY OF SAN JACINTO PREPARED BY: APPROVED BY: ESPLANADE AVENUE AS SHOWN BENCHMARK: B CK L NA FESSIOM L NA FESSIO TR DER P S R DER P OE. I V IL I NR FO CALI I V IL I NR FO CALI R TS IS GE E AT R TS IS GE E AT F NO. 44553 OC TE N AU R T R A E IN GNE R A E IN GNE E B C I I February 13, 2026 BID SET 27 4.1.c Packet Pg. 427
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) ESPLANADE AVENUE WIDENING PROJECT CITY OF SAN JACINTO SHEET 1 INDEX OF SHEETS TITLE SHEET AND SPECIAL PROVISIONS DESCRIPTION 2 TRAFFIC SIGNAL PLAN WARREN ROAD AT ESPLANADE AVENUE ESPLANADE AVENUE WIDENING PROJECT 3 TRAFFIC SIGNAL PLAN CAWSTON AVENUE AT ESPLANADE AVENUE FILE NO. VICINITY MAP 81 FOR: W.O. CITY - DATE NO. REVISION DESCRIPTION DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. NOTE: F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SPECIAL PROVISIONS TO STANDARD SPECIFICATIONS FOR TRAFFIC SIGNAL PROJECTS SIGNED DATE (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION. 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D.# FROM UNDERGROUND SERVICE ALERT 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D.# NOTICE TO CONTRACTORS PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: R. MODEL 2070E CONTROLLER ASSEMBLIES: O. BATTERY BACK-UP SYSTEM: Q. EMERGENCY VEHICLE PRE-EMPTION: H. L.E.D. DRIVER: G. LUMINARIES: N. DETECTION: M. PEDESTRIAN SIGNALS: L. VEHICLE SIGNAL FACES AND SIGNAL HEADS: K. SERVICE: F. PULL BOXES: E. CONDUIT: D. STANDARDS, STEEL PEDESTALS AND POSTS: C. FOUNDATIONS: B. EQUIPMENT LIST AND DRAWINGS: A. DESCRIPTION: 6A 1220 Baud Internal Modem ESPLANADE AVENUE WIDENING PROJECT TITLE SHEET AND SPECIAL PROVISIONS CITY OF SAN JACINTO I. CONDUCTORS AND WIRING: BONDING AND GROUTING: J. P. INTERNALLY ILLUMINATED STREET NAME SIGNS: GENERAL TRAFFIC SIGNAL NOTES: TRAFFIC SIGNAL PLANS SIGNING AND STRIPING PLANS 7TH STREET ESPLANADE AVENUE

WARREN ROAD

CAWSTON AVENUE

SANDERSON AVENUE
KIRBY STREET PROJECT LOCATION COUNTY OF RIVERSIDE CITY OF HEMET ENGINEERING GROUP INC. 4 SIGNING AND STRIPING PLAN ESPLANADE AVE - WARREN RD TO STA. 108+00 5 SIGNING AND STRIPING PLAN ESPLANADE AVE - STA. 108+00 TO STA. 139+00 6 SIGNING AND STRIPING PLAN ESPLANADE AVE - STA. 139+00 TO STA. 160+00 7 SIGNING AND STRIPING PLAN CAWSTON AVE - SOUTH OF ESPLANADE AVE AT CAWSTON AVE GENERAL SIGNING & STRIPING NOTES: 8 SIGNING AND STRIPING PLAN ESPLANADE AVE - STA. 160+00 TO SANDERSON AVE 4.1.c Packet Pg. 428
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 8'' G 8'' G T T T 96+00 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 16'' W 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G 8'' G
39'' W 39'' W 39'' W
39'' W
39'' W
39'' W
39'' W 39'' W 39'' W T T T T T T T T T T T T T T T T T W W W W W W W W W 100+00 101+00 11+00 99+00 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 16'' W 8'' G 8'' G 16'' W 16'' W 39'' W 39'' W 104+00 6'' W 6'' W POLE AND EQUIPMENT SCHEDULE ESPLANADE AVENUE (50 MPH) GENERAL TRAFFIC SIGNAL NOTES: CONSTRUCTION NOTES (THIS SHEET): DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 28 CITY OF SAN JACINTO WARREN ROAD AT ESPLANADE AVENUE TRAFFIC SIGNAL PLAN CONDUCTOR SCHEDULE F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN WARREN ROAD (55 MPH) SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# COUNTY OF RIVERSIDE CITY OF HEMET ENGINEERING GROUP INC. PROPOSED PHASE DIAGRAM 4.1.c Packet Pg. 429
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 20'' ABAND IRR 20'' ABAND IRR 18'' W 18'' W T T T 39'' W 39'' W 39'' W 6'' SS 6'' SS 151+00 16'' IRR 16'' IRR 16'' IRR 16'' IRR 16'' IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 20'' ABAND IRR 18'' W 18'' W 18'' W 18'' W 18'' W 18'' W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 8'' ABAND W 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' REC W 24'' REC W 24'' REC W T T T T T T T T T T T T T T T

IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
75'' W 75'' W 75'' W 75'' W 75'' W 75'' W 8'' SS 8'' SS 8'' SS 8'' SS 24'' REC W 24'' REC W 24'' REC W
24'' REC W 20'' SS
20'' SS
20'' SS
20'' SS
20'' SS
20'' SS
20'' SS W 24'' REC W T T T T T T T T T T T T T T 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 18'' SD 18'' SD 18'' SD 12'' SD 12'' SD 12'' SD 12'' SD 20'' SS 20'' SS 20'' SS 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 39'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 2'' W 6'' SS 6'' SS 6'' SS 60" CMLC WL 60" CMLC WL 154+00 155+00 156+00 10+00
11+00 MW 16'' IRR 16'' IRR 20'' ABAND IRR 20'' ABAND IRR 8'' ABAND W 8'' ABAND W T T 4'' W 4'' W 4'' W 39'' W 39'' W 39'' W 24'' SS 24'' SS
24'' SS 24'' SS T T
2'' W 2'' W
20'' SS 20'' SS
24'' SS 24'' SS ESPLANADE AVENUE (50 MPH) GENERAL TRAFFIC SIGNAL NOTES: CONSTRUCTION NOTES (THIS SHEET): PROPOSED PHASE DIAGRAM CONDUCTOR SCHEDULE CAWSTON AVENUE (45 MPH) POLE AND EQUIPMENT SCHEDULE DETAIL 'A' DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 38 CITY OF SAN JACINTO WARREN ROAD AT ESPLANADE AVENUE TRAFFIC SIGNAL PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# CITY OF HEMET ENGINEERING GROUP INC. 4.1.c Packet Pg. 430
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 9+00
11+00 99+00 97+00 98+00 96+00
101+00
12+00 13+00 14+00 94+00 95+00 96+00 ESPLANADE AVENUE (50 MPH) SIGN LEGEND: DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 48 CITY OF SAN JACINTO ESPLANADE AVE - WARREN RD TO STA. 108+00 SIGNING AND STRIPING PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# COUNTY OF RIVERSIDE CITY OF HEMET ENGINEERING GROUP INC. MATCHLINE SEE UPPER RIGHT MATCHLINE SEE LOWER LEFT WARREN ROAD (55 MPH) DRIVEWAY DRIVEWAY
MATCHLINE SEE SHEET 5
MATCHLINE SEE LOWER LEFT ESPLANADE AVENUE (50 MPH) MATCHLINE SEE UPPER RIGHT SIGNING AND STRIPING NOTES: CONSTRUCTION NOTES (THIS SHEET): DETAIL "A" 4.1.c Packet Pg. 431
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 4'' G 4'' G 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 14'' IRR
14'' IRR 14'' IRR 14'' IRR
14'' IRR 14'' IRR 14'' IRR
14'' IRR 14'' IRR 14'' IRR
4'' G 4'' G 4'' G
4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G
4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G 4'' G
4'' G 4'' G 4'' G 4'' G 4'' G 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 134+00 135+00 136+00 137+00 138+00 139+00 SIGN LEGEND: DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 58 CITY OF SAN JACINTO ESPLANADE AVE - STA. 108+00 TO STA. 139+00 SIGNING AND STRIPING PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# CITY OF HEMET ENGINEERING GROUP INC.

MATCHLINE SEE SHEET 4

MATCHLINE SEE MIDDLE LEFT

MATCHLINE SEE UPPER RIGHT

MATCHLINE SEE LOWER LEFT

MATCHLINE SEE MIDDLE RIGHT
MATCHLINE SEE SHEET 6 ESPLANADE AVENUE (50 MPH) ESPLANADE AVENUE (50 MPH) ESPLANADE AVENUE (50 MPH) ALABASTER DRIVE (25 MPH) CINNABAR AVENUE (25 MPH) ANZA TRAIL (FUTURE) SIGNING AND STRIPING NOTES: 4.1.c Packet Pg. 432
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 9+00 10+00
11+00 12+00 DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 68 CITY OF SAN JACINTO ESPLANADE AVE - STA. 139+00 TO STA. 160+00 SIGNING AND STRIPING PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# CITY OF HEMET ENGINEERING GROUP INC.

MATCHLINE SEE SHEET 5

MATCHLINE SEE MIDDLE LEFT

MATCHLINE SEE UPPER RIGHT

MATCHLINE SEE LOWER LEFT
MATCHLINE SEE SHEET 8
MATCHLINE SEE MIDDLE RIGHT MATCHLINE SEE LOWER RIGHT MATCHLINE SEE SHEET 7 MATCHLINE SEE UPPER LEFT ESPLANADE AVENUE (50 MPH) CAWSTON AVENUE (45 MPH) ESPLANADE AVENUE (50 MPH) ESPLANADE AVENUE (50 MPH) CAWSTON AVENUE (45 MPH) SIGNING AND STRIPING NOTES: SIGN LEGEND: 4.1.c Packet Pg. 433
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 78 CITY OF SAN JACINTO SOUTH OF CAWSTON AVE AT ESPLANADE AVE SIGNING AND STRIPING PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# CITY OF HEMET ENGINEERING GROUP INC. MATCHLINE SEE SHEET 6 SIGNING AND STRIPING NOTES: SIGN LEGEND:

CAWSTON AVENUE (45 MPH)

4.1.c
Packet Pg. 434
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 12'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 18'' SD 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 SIGN LEGEND: DATE NO. DATE: DATE: RECOMMENDED BY: APPR. DATE DATE: DRAWN BY: DATE: DESIGNED BY: CHECKED BY: CITY OF SAN JACINTO 88 CITY OF SAN JACINTO ESPLANADE AVE - STA. 160+00 TO SANDERSON AVE SIGNING AND STRIPING PLAN F F C A L I O T E R O RSEALS S E T I R E G E R NNo. 20285 I L Exp. 9/30/27 T A C I V N A I E O F E S S P R DE I O N L A E I N E RT G OB R KAHN SCALE: H: V: SERVICE ADDRESS: SIGNAL ENERGIZED: SG# CITY OF HEMET ENGINEERING GROUP INC.

MATCHLINE SEE SHEET 6

MATCHLINE SEE LOWER LEFT
MATCHLINE SEE UPPER RIGHT ESPLANADE AVENUE (50 MPH) SANDERSON AVENUE (50 MPH) ESPLANADE AVENUE (50 MPH) SANDERSON AVENUE (45 MPH) DRIVEWAY SIGNING AND STRIPING NOTES: 4.1.c Packet Pg. 435
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-145)) Solid Casing - 4"
Sch 80 PVC with
Flush Threaded
Connections
10" Borehole
Screened Casing
4" Sch 80 PVC with
Flush Threaded
Connections
0 bgs
Ground Surface
4' x 4' x 4" Concrete Pad
Traffic Rated Flush Lid
Cap
Bottom Cap
Traffic Rated Vault
Sanitary Seal
Transition Seal
Pellet Seal
Filter Pack
Transition Sand
bgs: Below Ground Surface
Not to Scale
Well Detail for HE-07
5 feet bgs
165 feet bgs
170 feet bgs
175 feet bgs
180 feet bgs
205 feet bgs
210 feet bgs
190 feet bgs (estimated)
W-1

4.1.c
Packet Pg. 436 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren W-2 4.1.c
Packet Pg. 437
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS

NOTICE OF AWARD
Date: ____________
To:
(Bidder)
Address:

You are hereby notified that your Bid dated _________________ for the above Contract has been considered. You are the apparent successful bidder and have been awarded a contract for the abovenamed project.

The Bid Price of your contract is $
You must comply with the following conditions precedent within 10 calendar days of the date of this Notice of Award; that is, by ___________________.

1. You must deliver to the City, the fully executed counterpart of the Contract.

2. You must deliver, with the executed Contract, the Payment and Performance Bonds, and all required insurance documents as specified in the Instructions to Bidders and the Special Provisions.

3. You must prepare and submit to the City, a construction schedule and a schedule of values allocating the entire Contract Price to the various portions of the Work in accordance with Section 6 of the Special Provisions.

All of the above items shall be submitted to ________________ (name of project manager), City of San Jacinto Public Works Department.

Failure to comply with these conditions within the time specified will entitle the City to consider your Bid abandoned, to annul this Notice of Award, and to declare your Bid Security forfeited.

After you comply with the foregoing conditions, the City will return to you one fully signed counterpart of the Contract with the Contract Documents attached.

A mandatory pre-construction meeting for the contractor and all of his subs will be required prior to start of work and will be scheduled upon receipt of all contract documents.

You are required to return an acknowledged copy of this Notice of Award to the Agency.

CITY OF SAN JACINTO
_____________________________________________
By:

Title:

4.1.c
Packet Pg. 438 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS

ACCEPTANCE OF NOTICE OF AWARD
Receipt of the above Notice of Award is hereby acknowledged by _________________________________ this _____ day of __________________________, 20__ Contractor_______________________________________
By_____________________________
Title____________________________
__________________________
Contractor’s California License No.
__________________________
Expiration Date

4.1.c
Packet Pg. 439 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS

NOTICE TO PROCEED
Date: __________________
Contractor:

Address:

Contract No.:

Project: ESPLANADE AVENUE WIDENING PHASE 1 WARREN ROAD TO SANDERSON AVENUE

Subject: NOTICE TO PROCEED
Dear __________________:

You are hereby notified to that the Contract Time under the above Contract will commence to run on [INSERT START DATE], and the work must be complete within 165 Working Days thereafter.

The date of completion of the work is therefore [INSERT COMPLETION DATE]. The Contract provides for an assessment of liquidated damages for each and every calendar day after the above established contract completion date that the Work remains incomplete.

You are required to return an acknowledged copy of this Notice to Proceed to the City.

Please contact me at [INSERT CONTACT INFO] if you have questions. We are looking forward to a mutually successful project.

CITY OF SAN JACINTO
BY: __________________________
Title: _________________________

4.1.c
Packet Pg. 440 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS

ACCEPTANCE OF NOTICE TO PROCEED
Receipt of the above Notice to Proceed is hereby acknowledged by _________________________________ this _____ day of __________________________, 20__ Contractor_______________________________________
By_____________________________
Title___________________________
__________________________
Contractor’s California License No.
__________________________
Expiration Date

4.1.c
Packet Pg. 441 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS

CHANGE ORDER
Project:

CI Number:

Contract #:

Change Order Number:

Change Order Date:

Contract Date:

To: [INSERT CONTRACTOR NAME, CONTACT INFORMATION AND REPRESENTATIVE] THIS CHANGE ORDER FORM SHALL BE USED FOR ALL CHANGE ORDERS ASSOCIATED WITH THE WORK.

NO ADDITIONS OR DELETIONS TO THIS FORM SHALL BE ALLOWED, EXCEPT WITH PERMISSION OF THE CITY OF SAN JACINTO.

The Contract is changed as follows:
[INSERT DESCRIPTION OF CHANGE]
Contractor agrees to furnish all labor, materials, equipment and services to perform the work, modified as described herein, in accordance with the Contract Documents as revised by this Change Order.

NOT VALID UNTIL SIGNED BY OWNER
In consideration of the change(s) described above, the Contract Price is adjusted as follows:

The original Contract Price was $_____________________
Net change by previously authorized Change Orders $_____________________ The Contract Price prior to this Change Order was $_____________________ The Contract Price will be changed by this Change Order in the amount of $_____________________ The new Contract Price including this Change Order will be $_____________________ In consideration of the change(s) described above, the Contract Time is adjusted as follows:

The Contract Time will be (increased) (decreased) (unchanged) by ( ) Days The date of Completion as of the date of this Change Order therefore is ____/____/____ Attachments: [e.g., revised plans or specifications or itemized contractor proposal – if none, delete this line]
Contractor accepts the terms and conditions stated herein as full and final settlement of any and all claims arising from this Change Order. The adjustments to the Contract Price and Contract Time in this Change Order constitute the entire compensation and/or adjustment thereto due to Contractor, including but not limited to all direct, indirect, consequential, profit, labor, equipment, tools, idle time, incidentals, and overhead (field and home office) costs, due to Contractor arising out of or related to the change in the Work covered by this Change Order.

4.1.c
Packet Pg. 442 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “B”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

CONTRACT FORMS
REQUESTED BY: ____________________________________________ Contractor
Date:_____________
ACCEPTED BY: ____________________________________________ City (Project Manager)
Date:_____________
APPROVED BY: ____________________________________________ City (Contract City Engineer)
Date:_____________

4.1.c
Packet Pg. 443 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “C”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

GEOTECHNICAL REPORT

PREVAILING WAGE RATES

4.1.c
Packet Pg. 444 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- "General Decision Number: CA20250025 11/28/2025
Superseded General Decision Number: CA20240025
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
County: Riverside County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.

4.1.c
Packet Pg. 445 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Modification Number Publication Date
0 01/03/2025
1 01/10/2025
2 01/24/2025
3 02/07/2025
4 02/21/2025
5 02/28/2025
6 03/28/2025
7 06/06/2025
8 08/01/2025
9 08/08/2025
10 08/15/2025
11 08/22/2025
12 09/05/2025
13 09/19/2025
14 09/26/2025
15 10/03/2025
16 11/28/2025
ASBE0005-002 09/01/2024
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems).....$ 56.32 26.52
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls)...........................$ 39.94 20.65
---------------------------------------------------------------- ASBE0005-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52 13.37
---------------------------------------------------------------- BOIL0092-003 01/01/2024
Rates Fringes
BOILERMAKER......................$ 51.98 42.11
---------------------------------------------------------------- * BRCA0004-011 05/01/2024
Rates Fringes
BRICKLAYER; MARBLE SETTER........$ 45.53 20.29
*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine

4.1.c
Packet Pg. 446 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the
standard San Bernardino/Riverside County hourly wage rate ---------------------------------------------------------------- BRCA0018-004 06/01/2024
Rates Fringes
MARBLE FINISHER..................$ 43.38 15.36
TILE FINISHER....................$ 37.96 13.77
TILE LAYER.......................$ 51.82 19.32
---------------------------------------------------------------- BRCA0018-010 09/01/2024
Rates Fringes
TERRAZZO FINISHER................$ 42.11 14.67
TERRAZZO WORKER/SETTER...........$ 49.62 15.26
---------------------------------------------------------------- CARP0213-001 07/01/2025
Rates Fringes

CARPENTER
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer...................$ 52.24 26.18
(2) Millwright..............$ 52.24 26.68
(3) Piledrivermen/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)................$ 52.37 26.18
(4) Pneumatic Nailer,
Power Stapler...............$ 52.37 26.18
(5) Sawfiler...............$ 52.34 26.18
(6) Scaffold Builder.......$ 45.37 25.43
(7) Table Power Saw
Operator....................$ 52.34 26.18
FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional.
---------------------------------------------------------------- CARP0213-002 07/01/2025
Rates Fringes
Diver
(1) Wet.....................$ 901.92 26.18
(2) Standby.................$ 450.96 26.18
(3) Tender..................$ 442.96 26.18
(4) Assistant Tender........$ 418.96 26.18
Amounts in ""Rates' column are per day
----------------------------------------------------------------

4.1.c
Packet Pg. 447 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- CARP0213-004 07/01/2025
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER....$ 52.24 26.18
STOCKER/SCRAPPER............$ 21.45 11.27
---------------------------------------------------------------- CARP0721-001 07/01/2025
Rates Fringes
Modular Furniture Installer......$ 25.00 13.06
---------------------------------------------------------------- ELEC0440-001 12/30/2024
Rates Fringes

ELECTRICIAN
INSIDE ELECTRICIAN..........$ 56.26 3%+28.48

INTELLIGENT TRANSPORTATION

SYSTEMS
Electrician................$ 36.99 3%+23.18
Technician.................$ 27.75 3%+23.18
ZONE PAY: Zone A: Free travel zone for all contractors
performing work in Zone A.

Zone B:Any work performed in Zone (B) shall add $12.00 per hour to the current wage scale. Zone (B) shall be the area from the eastern perimeter of Zone (A) to a line which runs north and south begininng at Little Morongo Canyon (San Bernardino/Riverside County Line), Southeast along the
Coachella Tunnels, Colorado River Aqueduct and Mecca
Tunnels to Pinkham Wash then South to Box Canyon Road, then southwest along Box Canyon Road to Highway 195 west onto 195 south to Highway 86 to Riverside/Imperial County Line. ---------------------------------------------------------------- ELEC1245-001 01/01/2025
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 70.16 24.71
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment).............$ 53.30 22.26
(3) Groundman...............$ 40.76 21.76
(4) Powderman...............$ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
---------------------------------------------------------------- ELEV0018-001 01/01/2025
Rates Fringes
ELEVATOR MECHANIC................$ 69.43 38.435+a+b

4.1.c
Packet Pg. 448 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.
---------------------------------------------------------------- * ENGI0012-004 08/01/2025
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman................$ 67.90 40.95
(2) Dredge dozer............$ 61.93 40.95
(3) Deckmate................$ 61.82 40.95
(4) Winch operator (stern
winch on dredge)............$ 61.27 40.95
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 60.73 40.95
(6) Barge Mate..............$ 61.34 40.95
---------------------------------------------------------------- ENGI0012-024 07/01/2023
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1....................$ 53.90 32.80
GROUP 2....................$ 54.68 32.80
GROUP 3....................$ 54.97 32.80
GROUP 4....................$ 56.46 32.80
GROUP 6....................$ 56.68 32.80
GROUP 8....................$ 56.79 32.80
GROUP 10....................$ 56.91 32.80
GROUP 12....................$ 57.08 32.80
GROUP 13....................$ 57.18 32.80
GROUP 14....................$ 57.21 32.80
GROUP 15....................$ 57.29 32.80
GROUP 16....................$ 57.41 32.80
GROUP 17....................$ 57.58 32.80
GROUP 18....................$ 57.68 32.80
GROUP 19....................$ 57.79 32.80
GROUP 20....................$ 57.91 32.80
GROUP 21....................$ 58.08 32.80
GROUP 22....................$ 58.18 32.80
GROUP 23....................$ 58.29 32.80
GROUP 24....................$ 58.41 32.80
GROUP 25....................$ 58.58 32.80
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1....................$ 55.25 32.80
GROUP 2....................$ 56.03 32.80
GROUP 3....................$ 56.32 32.80
GROUP 4....................$ 56.46 32.80
GROUP 5....................$ 56.68 32.80
GROUP 6....................$ 56.79 32.80
GROUP 7....................$ 56.91 32.80
GROUP 8....................$ 57.08 32.80

4.1.c
Packet Pg. 449 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- GROUP 9....................$ 57.25 32.80
GROUP 10....................$ 58.25 32.80
GROUP 11....................$ 59.25 32.80
GROUP 12....................$ 60.25 32.80
GROUP 13....................$ 61.25 32.80
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1....................$ 55.75 32.80
GROUP 2....................$ 56.53 32.80
GROUP 3....................$ 56.82 32.80
GROUP 4....................$ 56.96 32.80
GROUP 5....................$ 57.18 32.80
GROUP 6....................$ 57.29 32.80
GROUP 7....................$ 57.41 32.80
PREMIUM PAY:
$10.00 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank
operator);Coil Tubing Rig Operator, Concrete mixer
operator-skip type; Conveyor operator; Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without
attachment); Tar pot fireman; Temporary heating plant
operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable);Direct Push
Operator (Geoprobe or similar types) Drilling machine
operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway

4.1.c
Packet Pg. 450 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar types; Cable Bundling Machine Operator
(excluding handheld); Cable Trenching Machine Operator
(Spider Plow or similar types) Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled);
Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar
type); Pumpcrete gun operator; RCM Cementing Unit Operator, Rail/Switch Grinder Operator (Harsco or similar types)
Rock Drill or similar types; Rotary drill operator
(excluding caisson type); Rubber-tired earth-moving
equipment operator (single engine, caterpillar, Euclid,

4.1.c
Packet Pg. 451 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck);
Rubber-tired earth-moving equipment operator (multiple
engine up to and including 25 yds. struck); Rubber-tired scraper operator (self-loading paddle wheel type-John
Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader
operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type
larger than D-5 - 100 flywheel h.p. and over, or
similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine); Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional); Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine,

4.1.c
Packet Pg. 452 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber-tired earth-moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator,

4.1.c
Packet Pg. 453 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck); Spyder Excavator Operator, with all attachments

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes loed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier
operator (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K-crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and including 100 tons mrc), Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C.);
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100

4.1.c
Packet Pg. 454 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) ; Tower crane operator and tower gantry
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power-driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber-tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumpcrete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW corner of the northwest quarter of Section 6, T27S, R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San

4.1.c
Packet Pg. 455 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue S following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R30E, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T25S, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T32S MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.

4.1.c
Packet Pg. 456 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- $2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T10N, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
---------------------------------------------------------------- IRON0433-006 01/01/2025
Rates Fringes

IRONWORKER
Fence Erector...............$ 45.78 26.51
Ornamental, Reinforcing
and Structural..............$ 50.70 35.15
PREMIUM PAY:
$9.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0300-005 07/01/2025
Rates Fringes
Asbestos Removal Laborer.........$ 46.48 25.93
SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing

4.1.c
Packet Pg. 457 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of decontamination stations.
---------------------------------------------------------------- LABO0345-001 07/01/2025
Rates Fringes

LABORER (GUNITE)
GROUP 1.....................$ 55.88 23.77
GROUP 2.....................$ 54.93 23.77
GROUP 3.....................$ 51.39 23.77
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour above the foregoing applicable classification rates, paid on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of
75'-0"" above base level and which work must be performed in whole or in part more than 75'-0"" above base level, that work performed above the 75'-0"" level shall be compensated for at 35 cents per hour above the applicable
classification wage rate.

GUNITE LABORER CLASSIFICATIONS
GROUP 1: Rodmen, Nozzlemen
GROUP 2: Gunmen
GROUP 3: Reboundmen
---------------------------------------------------------------- LABO1184-001 07/01/2025
Rates Fringes
Laborers: (HORIZONTAL

DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer...$ 47.94 20.86
(2) Vehicle Operator/Hauler.$ 48.11 20.86
(3) Horizontal Directional
Drill Operator..............$ 49.96 20.86
(4) Electronic Tracking
Locator.....................$ 51.96 20.86
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1.....................$ 49.30 23.97
GROUP 2.....................$ 50.60 23.97
GROUP 3.....................$ 52.61 23.97
GROUP 4.....................$ 54.35 23.97

LABORERS - STRIPING CLASSIFICATIONS
GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment

4.1.c
Packet Pg. 458 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- repair technician
GROUP 2: Traffic surface abrasive blaster; pot tender - removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc.) and
preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble and traffic bars, adhesives, guide markers, other traffic delineating devices including traffic control. This
category includes all traffic related surface preparation (sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all
related machinery and equipment
---------------------------------------------------------------- LABO1184-002 07/01/2025
Rates Fringes

LABORER (TUNNEL)
GROUP 1.....................$ 53.60 25.74
GROUP 2.....................$ 53.92 25.74
GROUP 3.....................$ 54.38 25.74
GROUP 4.....................$ 55.07 25.74

LABORER
GROUP 1.....................$ 46.48 25.95
GROUP 2.....................$ 47.03 25.95
GROUP 3.....................$ 47.58 25.95
GROUP 4.....................$ 49.13 25.95
GROUP 5.....................$ 49.48 25.95

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a worker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general clean-up; Laborer, landscaping; Laborer, jetting; Laborer, temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad construction track laborers; Rigging and signaling; Scaler; Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; Wire mesh pulling - all concrete pouring operations

4.1.c
Packet Pg. 459 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane and form oiler; Cutting torch operator (demolition); Fine grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power broom sweeper (small); Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster (pot tender); Septic tank digger and installer(lead); Tank scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower GROUP 3: Buggymobile person; Concrete cutting torch; Concrete pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and out; High scaler (including drilling of same); Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
(""applying"" means applying, dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of joints, sealing, caulking, diapering and including rubber gasket joints, pointing and any and all other services; Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; Tamper, Barko, Wacker and similar type; Trenching machine, hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), grinder or sander; Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of pipe from the point of receiving pipe in the ditch until completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, conduit and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; Driller: All power drills, excluding jackhammer, whether

4.1.c
Packet Pg. 460 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills without regard to the form of motive power; Toxic waste removal

TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Changehouse person; Dump
person; Dump person (outside); Swamper (brake person and switch person on tunnel work); Tunnel materials handling person; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, shotcrete, etc.) GROUP 2: Chucktender, cabletender; Loading and unloading agitator cars; Vibrator person, jack hammer, pneumatic
tools (except driller); Bull gang mucker, track person; Concrete crew, including rodder and spreader
GROUP 3: Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer house); Primer person; Sandblaster; Shotcrete person; Steel form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work ---------------------------------------------------------------- * LABO1184-004 11/01/2025
Rates Fringes
Brick Tender.....................$ 42.60 22.13
---------------------------------------------------------------- LABO1414-001 08/06/2025
Rates Fringes

LABORER
PLASTER CLEAN-UP LABORER....$ 46.17 25.97
PLASTER TENDER..............$ 48.72 25.97
Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0036-001 07/01/2023
Rates Fringes
Painters: (Including Lead
Abatement)
(1) Repaint (excludes San
Diego County)...............$ 29.59 17.12
(2) All Other Work..........$ 38.52 18.64
REPAINT of any previously painted structure. Exceptions:
work involving the aerospace industry, breweries,
commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities.
---------------------------------------------------------------- PAIN0036-008 09/01/2024

4.1.c
Packet Pg. 461 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Rates Fringes
DRYWALL FINISHER/TAPER...........$ 49.33 26.82
---------------------------------------------------------------- PAIN0036-015 01/01/2025
Rates Fringes
GLAZIER..........................$ 53.05 30.64
FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing stage or any suspended contrivance, from the ground up
---------------------------------------------------------------- PLAS0200-009 08/03/2022
Rates Fringes
PLASTERER........................$ 47.37 19.64
---------------------------------------------------------------- PLAS0500-002 07/01/2025
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 47.70 27.07
---------------------------------------------------------------- PLUM0016-001 09/01/2025
Rates Fringes

PLUMBER/PIPEFITTER
Work ONLY on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space.................$ 59.85 25.83
Work ONLY on strip malls,
light commercial, tenant
improvement and remodel
work........................$ 44.29 24.16
All other work except work
on new additions and
remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space and work on
strip malls, light
commercial, tenant
improvement and remodel
work........................$ 61.73 26.81
---------------------------------------------------------------- PLUM0345-001 09/01/2025
Rates Fringes

PLUMBER
Landscape/Irrigation Fitter.$ 44.75 26.20
Sewer & Storm Drain Work....$ 48.84 23.58
---------------------------------------------------------------- ROOF0036-002 08/01/2025

4.1.c
Packet Pg. 462 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Rates Fringes
ROOFER...........................$ 52.63 20.73
FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour ""pitch premium"" pay.
---------------------------------------------------------------- SFCA0669-002 01/01/2025
Rates Fringes
SPRINKLER FITTER.................$ 47.45 28.50
---------------------------------------------------------------- SHEE0105-003 01/01/2025
LOS ANGELES (South of a straight line drawn between Gorman and Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES Rates Fringes

SHEET METAL WORKER
(1) Commercial - New
Construction and Remodel
work........................$ 59.31 30.43
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort...$ 56.95 30.04
---------------------------------------------------------------- TEAM0011-002 07/01/2025
Rates Fringes

TRUCK DRIVER
GROUP 1....................$ 41.59 35.69
GROUP 2....................$ 41.74 35.69
GROUP 3....................$ 41.87 35.69
GROUP 4....................$ 42.06 35.69
GROUP 5....................$ 42.09 35.69
GROUP 6....................$ 42.12 35.69
GROUP 7....................$ 42.37 35.69
GROUP 8....................$ 42.62 35.69
GROUP 9....................$ 42.82 35.69
GROUP 10....................$ 43.12 35.69
GROUP 11....................$ 43.62 35.69
GROUP 12....................$ 44.05 35.69
WORK ON ALL MILITARY BASES:

PREMIUM PAY: $3.00 per hour additional.
[29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, El Centro Naval Facility, Fort Irwin, Marine Corps
Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point Conception,
Vandenberg AFB]

4.1.c
Packet Pg. 463 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Truck driver
GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy equipment permit load; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3 axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than 16 yds. water level; Erosion control driver
GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete truck, less than 6-1/2 yds. water level
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire person ($0.50 additional for tire person); Pipeline and utility working truck driver, including winch truck and plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck, 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, 16 yds. to 25 yds. water level
GROUP 7: A Frame, Swedish crane or similar; Forklift driver; Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over
GROUP 10: Dump truck - 50 yds. or more water level; Water pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional when operating winch or similar special attachments
GROUP 12: Boom Truck 17K and above
---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is

4.1.c
Packet Pg. 464 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at
https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
---------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers
A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates
in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers
The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the
collective bargaining agreements on which the rate is based.

Survey Rate Identifiers
The ""SU"" identifier indicates that either a single non-union

4.1.c
Packet Pg. 465 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- rate prevailed (as defined in 29 CFR 1.2) for this
classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. ?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers
The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.
-----------------------------------------------------------

WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
a) a survey underlying a wage determination
b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to [email protected] or by mail to:

Branch of Wage Surveys
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
Regarding any other wage determination matter such as
conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to [email protected] or by mail to:

4.1.c
Packet Pg. 466 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to [email protected] or by mail to:

Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.

Washington, DC 20210.
================================================================ END OF GENERAL DECISION"

4.1.c
Packet Pg. 467 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- APPENDIX “D”
ESPLANADE AVENUE WIDENING PHASE 1

WARREN ROAD TO SANDERSON AVENUE

GEOTECHNICAL REPORT

GEOTECHNICAL REPORT
ADDENDUM 1

4.1.c
Packet Pg. 468 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

GEOTECHNICAL INVESTIGATION

CITY OF SAN JACINTO

ESPLANADE AVENUE WIDENING PROJECT

PREPARED FOR:

CITY OF SAN JACINTO
Attention: Habib Motlagh, P.E.
166 E. Main Street, Suite 2
San Jacinto, California 92583
PREPARED BY:

INLAND FOUNDATION ENGINEERING, INC.

P. O. Box 937
San Jacinto, California 92583
May 30, 2019
Project No. S026-180

4.1.c
Packet Pg. 469 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 1 of 5 Inland Foundation Engineering, Inc.

INTRODUCTION
This report presents the results of our subsurface exploration and testing conducted for the design of the proposed Esplanade Avenue Widening project, located between Warren Road and Sanderson Avenue in the City of San Jacinto, California.

U.S.G.S. Topographic Map, Lakeview Quadrangle, and Aerial Photograph (2016) The following plans were provided for our use during this study:
• Preliminary Plans, Esplanade Avenue, City of San Jacinto, prepared by Tri Lake Consultants, Inc., undated.

SCOPE OF SERVICES
The scope of service for this project was discussed with representatives of the City of San Jacinto. The purpose of the geotechnical exploration and testing was to provide geotechnical parameters for design and construction of the proposed project. The scope of the geotechnical study included:
➢ A review of the general geologic conditions and specific subsurface conditions of the project site.
➢ An evaluation of the engineering and geologic data collected for the project.

Project Alignment

4.1.c
Packet Pg. 470 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 2 of 5 Inland Foundation Engineering, Inc. ➢ Preparation of a formal report providing geotechnical conclusions and recommendations for design and construction.
➢ The tasks performed in order to achieve these objectives included:
▪ Subsurface exploration to evaluate the nature and stratigraphy of the subsurface soils and to obtain representative samples for laboratory testing. • Review of relevant previous subsurface exploration along the project alignment conducted by our firm.
▪ Laboratory testing of representative samples in order to establish the classification and engineering properties of the soils. ▪ Analysis of the data collected and the preparation of this report with our geotechnical conclusions and recommendations.

PROJECT DESCRIPTION
The proposed construction considered during this study is for the widening of Esplanade Avenue between Warren Road and Sanderson Avenue in the City of San Jacinto, California. The existing pavement will be widened to the north by 30 feet with asphalt concrete.

This portion of Esplanade Avenue is generally a two lane asphalt concrete paved roadway. The north shoulder of Esplanade Avenue is unpaved. An existing drainage swale is present along the northerly side of the roadway, ranging in depth from approximately one to four feet below the adjacent ground level. Existing underground utilities are present within the swale. The adjacent grades to the north of the existing paved street are typically several feet lower than the existing pavement. Several feet of fill will be necessary to establish the desired final grades along most of the alignment.

The adjacent property to the north is generally undeveloped and consists of agricultural fields. An existing commercial development is located on the northwest corner of Esplanade Avenue and Sanderson Avenue. A large Metropolitan Water District line (San Diego Aqueduct) crosses the alignment near the intersection of Cawston Avenue.

SUBSURFACE CONDITIONS
Our evaluation of the subsurface conditions along the alignment included excavating shallow test pits along the north side of the existing pavement where the roadway

4.1.c
Packet Pg. 471 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 3 of 5 Inland Foundation Engineering, Inc. widening is proposed. We also reviewed logs of recent soil borings (2017) drilled along the project alignment for a pipeline project. Eight (8) soil borings were advanced along Esplanade Avenue between Warren Road and Sanderson Avenue during the 2017 study.

The soil along the alignment generally consists of fine to medium clayey sand (SC), silty sand (SM), clay and sandy clay (CL). Erosion, deposition, filling and backfilling along the shoulder and swale areas adjacent to the existing pavement have resulted in loose fill and alluvium to depths exceeding two feet. Logs of the materials encountered during the current investigation and the previous pipeline investigation conducted by our firm are appended.

The locations of the exploratory trenches and previous exploratory borings are shown on Figure No. A-12.

Conditions will vary seasonally. Periods of high precipitation will likely result in overoptimum soil moisture contents along the alignment.

RECOMMENDATIONS
In general, the proposed widening is feasible from a geotechnical engineering standpoint. The primary issues are related to loose existing near-surface soil along the alignment, and the necessity for importing soil to achieve final design grades. Fill depths of five or more feet above existing grades will be required along much of the alignment.

Tentative Pavement Section Design: The following recommended pavement sections are based on the results of laboratory R-value testing (26) performed on a representative near-surface soil sample and traffic index information provided by the City of San Jacinto.

T.I.
(Traffic Index)
Asphalt Concrete
Thickness (ft.)
Aggregate Base Course
Thickness (ft.)

8.5 0.40 1.15

9.0 0.45 1.20
These recommendations are provided for estimating purposes only. Upon completion of rough grading, the actual subgrade soil should be evaluated and, if necessary, additional R-value testing performed. All pavement construction should be in

4.1.c
Packet Pg. 472 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 4 of 5 Inland Foundation Engineering, Inc. accordance with the minimum requirements of the City of San Jacinto and the Standard Specifications for Public Works Construction (Greenbook).

Site Grading: All grading should be performed per the minimum requirements of the City of San Jacinto and the Standard Specifications for Public Works Construction (Greenbook).

1. Clearing and Grubbing: All surfaces to receive compacted fill should be cleared of existing vegetation, loose fill, debris, and other unsuitable materials.

All undocumented fill should be removed. Buried underground utilities that are to remain should be protected in-place throughout construction.

2. Subgrade Preparation. Existing soil within the limits of the proposed construction should be removed to a depth of at least 36 inches below existing grades, or to a depth of at least 24 inches below proposed pavement subgrade, whichever is deeper. The excavation bottom should be observed by a representative of this firm to verify that the exposed conditions are as anticipated.

The bottom should then be scarified, brought to near optimum moisture content, and compacted to a minimum of 90 percent relative compaction, based on ASTM D1557.

Conditions will vary seasonally. Periods of high precipitation will likely result in over-optimum soil moisture contents along the alignment. If over-optimum soil moisture contents are present, the soils may need to be dried or replaced with suitable fill materials.

3. Placement of Compacted Fill: Fill materials consisting of on-site soil or approved imported granular soil should be spread in shallow lifts not exceeding eight (8) inches in loose thickness. Fill should be compacted at near optimum moisture content to a minimum of 90 percent relative compaction based on ASTM D1557, 95 percent relative compaction within 12 inches of finish subgrade elevation. Aggregate base should be compacted to at least 95 percent relative compaction.

4. Import Soil: All import soil should be non-expansive and free of particles larger than 3 inches. It should have no more than 30 percent passing the No. 200 sieve, and an R-value of at least 40. Class 3 aggregate subbase in conformance with the Caltrans Standard Specifications meets these requirements.

4.1.c
Packet Pg. 473 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

4.1.c
Packet Pg. 474
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

APPENDIX A

4.1.c
Packet Pg. 475 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 A-1 Inland Foundation Engineering, Inc.

APPENDIX A

FIELD EXPLORATION
For our field exploration, one test pit was excavated by means of a backhoe. Backhoe test pits along the remainder of the alignment were not feasible due to the presence of near-surface buried utilities. Instead, we manually excavated three additional shallow test pits. The material sampled was logged on-site by a staff engineer. Representative bulk samples were obtained from the test pits and transported to our laboratory.

Approximate test pit locations are shown on Figure No. A-12. Laboratory test results are discussed and presented in Appendix B.

4.1.c
Packet Pg. 476 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D2487)

PRIMARY DIVISIONS GROUP SYMBOLS SECONDARY DIVISIONS
CO

ARSE GRAINED SOILS

MORE THAN HALF OF MATERIALS IS LARGER
THAN #200 SIEVE SIZE

GRAVELS

MORE THAN

HALF OF CO
ARSE

FRACTION IS

LARGER THAN
#4 SIEVE
CLEAN

GRAVELS
(LESS
THAN) 5%
FINES

GW WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES, LITTLE OR NO FINES

GP POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES, LITTLE OR NO FINES
GRAVEL
WITH
FINES

GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES

GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES
SANDS

MORE THAN

HALF OF CO
ARSE

FRACTION IS

SMALLER THAN
#4 SIEVE
CLEAN
SANDS
(LESS
THAN) 5%
FINES

SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES SANDS
WITH
FINES

SM SILTY SANDS, SAND-SILT MIXTURES

SC CLAYEY SANDS, SAND-CLAY MIXTURES

FINE GRAINED SOILS

MORE THAN HALF OF MATERIALS IS

SMALLER THAN
#200 SIEVE SIZE

SILTS AND
CLAYS

LIQUID LIMIT
IS
LESS
THAN 50

ML INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY

FINE SANDS

CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS,

SANDY CLAYS, SILTY CLAYS, LEAN CLAYS

OL ORGANIC SILTS AND ORGANIC SILT-CLAYS OF LOW PLASTICITY

SILTS AND
CLAYS

LIQUID LIMIT

IS GREATER
THAN 50

MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDS OR

SILTS, ELASTIC SILTS

CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS

OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS

HIGHLY ORGANIC SOILS PT PEAT, MUCK AND OTHER HIGHLY ORGANIC SOILS

TYPICAL FORMATIONAL

MATERIALS

SANDSTONES SS

SILTSTONES SH

CLAYSTONES CS

LIMESTONES LS

SHALE SL

CONSISTENCY CRITERIA BASES ON FIELD TESTS
RELATIVE DENSITY – COARSE – GRAIN SOIL
CONSISTENCY –
FINE-GRAIN SOIL TORVANE POCKET **

PENETROMETER

RELATIVE

DENSITY
SPT *
(# BLOWS/FT)

RELATIVE

DENSITY
(%)
CONSISTENCY SPT*
(# BLOWS/FT)

UNDRAINED
SHEAR

STRENGTH
(tsf)

UNCONFINED

COMPRESSIVE
STRENGTH (tsf)
VERY LOOSE <4 0-15 Very Soft <2 <0.13 <0.25
LOOSE 4-10 15-35 Soft 2-4 0.13-0.25 0.25-0.5
MEDIUM
DENSE 10-30 35-65 Medium Stiff 4-8 0.25-0.5 0.5-1.0
DENSE 30-50 65-85 Stiff 8-15 0.5-1.0 1.0-2.0
VERY DENSE >50 85-100
Very Stiff 15-30 1.0-2.0 2.0-4.0
Hard >30 >2.0 >4.0

MOISTURE CONTENT CEMENTATION

DESCRIPTION FIELD TEST DESCRIPTION FIELD TEST
DRY Absence of moisture, dusty, dry to the touch Weakly Crumbled or breaks with handling or slight finger pressure MOIST Damp but no visible water Moderately Crumbles or breaks with considerable finger pressure WET Visible free water, usually soil is below water table Strongly Will not crumble or break with finger pressure

EXPLANATION OF LOGS
A-2
* NUMBER OF BLOWS
OF 140 POUND

HAMMER FALLING
30 INCHES TO DRIVE A
2 INCH O.D.
(1 3/8 INCH I.D.) SPLIT

BARREL SAMPLER
(ASTM -1586 STANDARD

PENETRATION TEST)
** UNCONFINED

COMPRESSIVE

STRENGTH IN
TONS/SQ.FT. READ

FROM POCKET

PENETROMETER

4.1.c
Packet Pg. 477 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- CLAYEY SAND, fine- to medium-grained with trace coarse, gray-brown, slightly moist, loose to medium dense.

CLAYEY SAND, fine- to coarse-grained, olive-brown, slightly moist, loose to medium dense.

End of trench at 4 feet.
95 99
99 10
12 14
GB
SC
SC

LOGGED BY HM
EXCAVATION METHOD Backhoe DATE EXCAVATED 4/30/19

GROUND ELEVATION N/A

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered and is representative of interpretations made during drilling. Contrasting data derived from laboratory analysis may not be reflected in these representations.

DRIVE SAMPLE
DEPTH
(ft)
0 SUMMARY OF SUBSURFACE CONDITIONS
DRY UNIT WT.
(pcf)

SAMPLE TYPE
MOISTURE (%)
BLOW
COUNTS /6"

GRAPHIC
LOG
U.S.C.S.

LOG OF TRENCH TR-01
Inland Foundation
Engineering, Inc.

PROJECT NUMBER S026-180
. San Jacinto
PROJECT LOCATION Esplanade Avenue Widening
PROJECT NAME Geotechnical Investigation
CLIENT City of San Jacinto FIGURE NO.

A-3
OLD IFE TRENCH - GINT STD US LAB.GDT - 5/20/19 17:32 - P:\S026\S026-180 ESPLANADE ROAD WIDENING\CITY OF SAN JACINTO ESPLANADE, WARREN TO SANDERSON\GINT.GPJ

4.1.c
Packet Pg. 478 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- SC
CL
ML
SC
SPSM
SC
SM
8 13
14 16
25 35
10 8
11 12
GB
GB
SS
SS
GB
SS
GB
SPT
SPT
19 19
7 12
9 107
111
130
CLAYEY SAND, very fine- to fine-grained, olive, moist, medium dense.

CLAY with SAND, very fine- to fine-grained, olive, moist, stiff.

SANDY SILT, with trace clay, very fine-grained, olive-brown, moist, stiff.

CLAYEY SAND, fine- to medium-grained, olive-brown, moist, dense, moderately cemented.

SAND with SILT, with trace clay, fine- to coarse-grained, olive, moist, dense.

CLAYEY SAND, fine- to coarse-grained, olive-brown, moist, medium dense.

SILTY SAND, with trace clay, fine- to coarse-grained, olive, moist, medium dense.

End of boring at 25.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-01
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-4
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1504 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/15/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 479 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- SC
CL
SCSM
CL
SC
SM
SCSM
7 10
10 13
4 8
24 32
6 5
GB
SS
GB
GB
SS
GB
SS
SPT
SPT
18 27
30 15
11 108
99 98
118
CLAYEY SAND, very fine- to fine-grained, olive-brown, moist, loose to medium dense.

SANDY CLAY, very fine- to fine-grained, olive-brown, moist, stiff.

SILTY, CLAYEY SAND, fine- to medium-grained, olive-brown, moist, medium dense.

CLAY with SAND, very fine- to fine- grained, olive-brown, very moist, stiff.

CLAYEY SAND, very fine- to fine-grained, olive-brown, moist, dense.

SILTY SAND, fine- to medium-grained, olive-brown, moist, dense.

SILTY, CLAYEY SAND, very fine- to fine-grained, brown, very moist, medium dense.

End of boring at 25.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-02
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-5
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1507 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/8/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 480 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- CL
SM
CL
SC
10 10
5 12
3 4
7 11
5 8
GB
SS
GB
SS
GB
SPT
SS
SPT
21 17
32 15
21 101
107
117
ASPHALT CONCRETE over LIME TREATED BASE over
AGGREGATE BASE, (4 inches over 12 inches over 24 inches) CLAY with SAND, very fine-grained, dark olive-brown, moist, stiff.

SILTY SAND, with trace clay, fine- to medium-grained, brown, moist, medium dense.

CLAY with SAND, very fine-grained, dark olive-brown, very moist, firm to stiff, with thin interbedded sand and silty sand.

CLAYEY SAND, very fine- to fine-grained, olive-brown, very moist, medium dense, trace caliche.

End of boring at 24.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-03
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-6
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1508 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/8/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 481 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- CL
SCSM
CL
SC
SM
6 7
9 11
5 7
3 6
5 7
GB
SS
GB
SS
GB
SS
SPT
SPT
18 13
32 19
19 103
99 92
ASPHALT CONCRETE over AGGREGATE BASE, (6 inches 13
inches)
SANDY CLAY, very fine- to fine-grained, olive, very moist, stiff.

SILTY, CLAYEY SAND, very fine- to fine-grained, olive, moist, medium dense.

CLAY with SAND, very fine- to fine-grained, olive, very moist, stiff, with thin layers of silty sand.

CLAYEY SAND, very fine- to fine-grained, olive, moist, medium dense.

SILTY SAND, fine- to medium-grained, olive, moist, medium dense.

End of boring at 26.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-04
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-7
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1510.2 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/8/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 482 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- CL
ML
CL
CL
CL
6 7
7 9
3 4
5 5
6 7
GB
SS
GB
SS
GB
SPT
SS
SPT
18 15
20 29
17 94
99 95
ASPHALT CONCRETE over AGGREGATE BASE, (6 inches over 12 inches)
SANDY CLAY, very fine- to fine-grained, olive, moist, stiff.

SANDY SILT, fine- to medium-grained, olive, moist, stiff, with thin layers of sandy clay.

SANDY CLAY, very fine- to fine-grained, olive, moist, stiff.

CLAY, fine- to medium-grained, olive, moist, firm.

SANDY CLAY, very fine- to fine-grained, olive, very moist, firm to stiff, with thin layers of silty sand.

End of boring at 25.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-05
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-8
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1511.8 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/9/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 483 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- SCSM
SC
SM
CL
SC
SM
CL
5 7
4 7
5 5
3 4
2 5
SS
GB
GB
SS
GB
SS
SPT
SPT
13 23
30 27
20 106
101
95 ASPHALT CONCRETE over AGGREGATE BASE, (6-1/2 inches
over 17 inches)
SILTY, CLAYEY SAND, very fine- to fine-grained, olive, moist, medium dense.

CLAYEY SAND, very fine- to fine-grained, olive-brown, moist, medium dense.

SILTY SAND, fine- to medium-grained, olive brown, moist, medium dense.

SANDY CLAY, very fine- to fine-grained, olive brown, very moist, firm.

CLAYEY SAND, very fine- to fine-grained, olive-brown, very moist, loose to medium dense, with layers of sandy silt.

SILTY SAND, fine- to medium-grained, olive brown, moist, loose.

SANDY CLAY, very fine- to fine-grained, olive-brown, very moist, firm.

End of boring at 25.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-06
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-9
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1512.2 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/15/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 484 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- SCSM
SM
CL
CL
SP
CL
4 5
4 6
3 4
16 21
2 4
GB
SS
GB
SS
GB
SPT
GB
SS
SPT
10 12
33 9
32 114
94 99
ASPHALT CONCRETE over AGGREGATE BASE, (5 inches over 8
inches)
SILTY, CLAYEY SAND, very fine- to fine-grained, olive-brown, moist, loose.

SILTY SAND, with trace clay, fine- to medium-grained, olive-brown, moist, loose.

SANDY CLAY, very fine- to fine-grained, olive-brown, very moist, firm, interbedded with clayey sand.

SANDY CLAY, very fine- to fine-grained, dark olive-brown, very moist, stiff.

SAND, fine- to medium-grained, gray, moist, dense.

CLAY with SAND, very fine- to fine-grained, dark olive, very moist, firm.

End of boring at 24.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-07
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-10
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1515.8 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/15/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 485 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- SC
SCSM
CL
SP
CL
3 5
2 3
4 5
2 3
2 2
GB
SS
GB
SS
GB
SS
SPT
SPT
18 25
33 11
31 102
100
89 ASPHALT CONCRETE over AGGREGATE BASE, (9 inches over 3 inches)
CLAYEY SAND, very fine- to fine-grained, olive, moist, medium dense.

SILTY, CLAYEY SAND, fine- to medium-grained, olive brown, moist, soft to firm.

SANDY CLAY, very fie- to fine-grained, olive, very moist, soft to firm.

SAND, fine- to medium-grained, grey, slightly moist, medium dense.

SANDY CLAY, very fine- to fine-grained, dark olive-brown, very moist, soft.

End of boring at 25.5 feet. No groundwater encountered. Backfilled with native soils.

BULK SAMPLE
This summary applies only at the location of the boring and at the time of drilling.

DRIVE SAMPLE
U.S.C.S.

GRAPHIC
LOG
LOG OF BORING B-08
BLOW
COUNTS /6"

SAMPLE TYPE
MOISTURE (%)
DRY UNIT WT.
(pcf)

SUMMARY OF SUBSURFACE CONDITIONS
DEPTH
(ft)
0 5
10 15
20 25
Inland Foundation
Engineering, Inc.

PROJECT NUMBER H432-001
. San Jacinto/Hemet, Riverside County, CA
PROJECT LOCATION Various Locations
PROJECT NAME EMWD Raw Water Conveyance Facility
CLIENT HDR Engineering, Inc. FIGURE NO.

A-11
DRILLING RIG CME-75
DRILLING METHOD Rotary Auger

LOGGED BY FWC
GROUND ELEVATION +/- 1517.8 ft
HAMMER TYPE Auto-Trip
HAMMER WEIGHT 140-lb.

HAMMER DROP 30-inches
BORING DIAMETER 8-inches
DATE DRILLED 12/15/17
IFE BORING - GINT STD US LAB.GDT - 1/22/18 16:57 - P:\H432\H432-001\GINT.GPJ

4.1.c
Packet Pg. 486 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

4.1.c
Packet Pg. 487
Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06-

APPENDIX B

4.1.c
Packet Pg. 488 Attachment: Contract Docs and Specifications - SJ-222 (Esplanade Avenue Widening Phase 1 Warren Road to Sanderson Avenue (CIP# 06- __________________________________
Geotechnical Invest. – Esplanade Avenue
Project No. S026-180 – May 2019 B-1 Inland Foundation Engineering, Inc.

APPENDIX B

LABORATORY TESTING
Unit Weight and Moisture Content: Unit weight and moisture content testing were performed in accordance with ASTM D2937 and D2216, respectively. The results of this testing are shown on the test pit and boring logs (Figure Nos. A-3 through A-11).

Maximum Density-Optimum Moisture Content: Maximum density – optimum moisture content testing was performed in accordance with ASTM D1557. The results of this testing are presented graphically on Figure No. B-3.

Classification: Four soil samples were selected for classification testing. This testing consists of sieve analysis and Atterberg limits testing in accordance with ASTM D6913 and D4318. These tests provide information for developing classifications for the soil in accordance with the Unified Classification System. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing are very useful in detecting variations in the soils and in selecting samples for further testing. The results of this testing are presented on Figure Nos. B-4.

San Jacinto City CouncilMarch 3, 2026

San Jacinto City Council
March 3, 2026