Agenda packet, regular meeting, third session — San Clemente City Council, August 15, 2023 (part 3 of 5)

Signed: a.-~ c:::::==-,,>
Titled: Oscar Bianchi, President
Firm: Applied Restoration, Inc
Date: 7/27/2023
Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
55452.01510\32905704.2

END OF IRAN CONTRACTING ACT CERTIFICATION
34 SECTION 00450

IRAN CONTRACTING ACT CERTIFICATION
DRAFT
35 SECTION 00460

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks,html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor 's and
subcontractors' current registration with the Department of Industrial Relations to perform public work.

Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.

Name of Bidder: Applied Restoration, Inc
DIR Registration Number
:_1_0_00_0_0_0_1_00 ______ _
Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration of the project.

2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Bidder Applied Restoration, Inc
Signature o~~c:::::---,,,>
Name Oscar Bianchi
Title President
Dated 7/27/2023

END OF PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION 35 55452
.015
10\32905704.2
DRAFT
1(
36 OFFICIAL NOTICE
June 27, 2023
TO: Prospective Bidders
PROJECT: MONT ALVO AND RIVIERA PEDESTRIAN BRIDGES
COATING REPLACEMENT PROJECT, PROJECT NO. 23802
FROM: Belgin Cuhadaroglu
- Associate Civil Engineer
SUBJECT: Addendum No. 1 to the Bid Documents for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, Project No. 23802
Transmitted herewith is Addendum No. 1
The attached changes to the contract documents for the above project shall be incorporated into the contract plans and specifications as part of this project.

The Contractor shall sign this page as acknowledgment of receipt of Addendum No. 1 and attach it to his/her bid proposal. Bids will not be accepted without this form attached.

We acknowledge receipt of Addendum No. l for the above mentioned project and hereby accept its terms and conditions as pait of our bid.

Signatme ___ 0 ~ __8uzncA'L,; ________ _ Date 07/25/2023 APPLIED RESTORATION INC.

Contractor's Name
Montalvo and Riviera
Pedestrian Bridges Coating Replace
m
ent proje
c
t, Project No. 23802
Addendum No. 1
DRAFT
1(
37 ADDENDUM NO. 1
June 27, 2023
TO: Prospective Bidders
PROJECT: MONT AL VO AND RIVIERA PEDESTRIAN BRIDGES
COATING REPLACEMENT PROJECT, PROJECT NO. 23802
FROM: Belgin Cuhadaroglu
- Associate Civil Engineer
SUBJECT: Addendum No. 1 to the Bid Documents for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, Project No. 23802
THE FOLLOWING CHANGES BA VE BEEN MADE TO THE CONTRACT DOCUMENTS:

Front End Documents

1. SECTION 00400, BID FORM;
SECTION 00400, BID FORM is revised. (changes are in RED) -------------END OF TEXT---------
Attaclunent: Revised "Section 00400"- Bid Fmms
Montal
vo and Rivi
era
P
e
destrian Bridges Coating
R
eplacement projec
t, Project No. 23
802
Addendum No. I
-------
DRAFT

5)*41"(&-&'5#-"/,
38 DRAFT
55452.01510\32905704.2
39 SECTION 00610

PERFORMANCE
BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of San Clemente (hereinafter referred to as “City”) has awarded to ____________________________________________________, (hereinafter referred to as the “Contractor”) an agreement for ___________________________________________________ (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 and _____________________________ CENTS ($_________________________), 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, if provided as part of the Contract Documents, the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, 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 condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the guarantee obligation shall hold good for a period of one (1) year after the acceptance of the work by 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 the above obligation in penal sum thereof shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, 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 Documents, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15. 39 DRAFT
55452.01510\32905704.2
40 SECTION 00610

PERFORMANCE
BOND
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:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) 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 Documents 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. (3) 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 Documents 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 and the provisions of Section 2819 and 2845 of the California Civil Code. Without limiting the foregoing, such changes, extensions of time and alterations or additions shall include, but are not limited to, changes or alterations to the Contract Documents (including, without limitation, an increase in the total dollar amount of the Contract Documents), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of __________________________, 20___.

CONTRACTOR/PRINCIPAL
40 DRAFT
55452.01510\32905704.2
41 SECTION 00610

PERFORMANCE
BOND
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.

The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(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) ___________________________________________ 41 DRAFT
55452.01510\32905704.2
42 SECTION 00610

PERFORMANCE BOND
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
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

END OF PERFORMANCE BOND FORM
42 DRAFT
55452.01510\32905704.2
43 SECTION 00620 PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of San Clemente (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____ has awarded to ______________________________ ______________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: ________________________________________ ____________________________________________________________ (the “Project”); and 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 Documents; 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 and
CENTS ($_________________________) 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 Section 9100 of the Civil Code, 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 Documents, 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 Section 18663 of the Revenue and Taxation Code, 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 Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond. 43 DRAFT
55452.01510\32905704.2
44 SECTION 00620 PAYMENT 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 (including the Contract Documents), plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating 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 Documents, 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 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 Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

Notwithstanding any other provision of this bond, it is expressly understood, acknowledged and agreed that it shall provide all of the protections required by California Civil Code Sections 9550 through 9566, including the specific coverage protections required by Section 9554.

REMAINDER OF PAGE LEFT INTENTIONALLY BLANK

SIGNATURES ON FOLLOWING PAGE

44 DRAFT
55452.01510\32905704.2
45 SECTION 00620 PAYMENT BOND
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the _____ day of ______________________ 20______ the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.

CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact

45 DRAFT
55452.01510\32905704.2
46 SECTION 00620

PAYMENT BOND
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: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.

END OF PAYMENT BOND FORM
46 DRAFT
55452.01510\32905704.2
47 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 1. DEFINITIONS
a. Acceptable, Acceptance or words of similar import shall be understood to be the acceptance of the Engineer and/or City.
b. Act of God is an earthquake in excess of a magnitude of 3.5 on the Richter scale and tidal waves.
c. Approval means written authorization by Engineer and/or City. d. Contract Documents includes all documents as stated in the Contract. e. City and Contractor are those stated in the Contract. The terms City and Owner may be used interchangeably.
f. Day shall mean working day unless otherwise specifically designated. g. Engineer shall mean the City Manager, or his or her designee, of the City, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as “City’s Representative” or “Representative” in the Contract Documents. h. Equal, Equivalent, Satisfactory, Directed, Designated, Selected, As Required and similar words shall mean the written approval, selection, satisfaction, direction, or similar action of the Engineer and/or City.
i. Indicated, Shown, Detailed, Noted, Scheduled or words of similar meaning shall mean that reference is made to the drawings, unless otherwise noted. It shall be understood that the direction, designation, selection, or similar import of the Engineer and/or City is intended, unless stated otherwise. j. Install means the complete installation of any item, equipment or material. k. Material shall include machinery, equipment, manufactured articles, or construction such as form work, fasteners, etc., and any other classes of material to be furnished in connection with the Contract. All materials shall be new unless specified otherwise.
l. Perform shall mean that the Contractor, at Contractor’s expense, shall take all actions necessary to complete The Work, including furnishing of necessary labor, tools, and equipment, and providing and installing Materials that are indicated, specified, or required to complete such performance.
m. Project is The Work planned by City as provided in the Contract Documents. n. Provide shall include provide, complete in place, that is furnish, install, test and make ready for use.
47 DRAFT
55452.01510\32905704.2
48 SECTION 00700

GENERAL

CONDITIONS
o. Recyclable Waste Materials shall mean materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill.

Recyclable Waste Materials include but are not necessarily limited to asphalt, concrete, brick, concrete block, and rock.
p. Specifications means that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work. Except for Sections 1-9 of the Standard Specifications for Public Works Construction (“Greenbook”), 2021 Edition, which are specifically excluded from incorporation into these Contract Documents, the Work shall be done in accordance with the Greenbook, including all current supplements, addenda, and revisions thereof, as well as other applicable standards which may be referenced in the Contract Documents. In the case of conflict between the Greenbook and the Contract Documents, the Contract Documents shall prevail.
q. The Work means the entire improvement planned by City pursuant to the Contract Documents.
r. Work means labor, equipment and materials incorporated in, or to be incorporated in the construction covered by the Contract Documents.

ARTICLE 2. CONTRACT DOCUMENTS
a. Intent of Contract Documents. The intent of the Contract Documents is to prescribe a complete work of improvement which Contractor shall perform or cause to be performed in a manner acceptable to the Engineer and in full compliance with all codes and the terms of this Agreement. Contractor shall complete a functional or operable improvement or facility, even though the Contract Documents may not specifically call out all items of work required for the Contractor to complete its tasks, incidental appurtenances, materials, and the like.

If any omissions are made of information necessary to carry out the full intent and meaning of the Contract Documents, Contractor shall immediately seek approval of the Engineer for furnishing detailed instructions. Further, prior to commencing performance of any work hereunder, Contractor shall cooperate with and assist the City to identify and make any refinements to the description and scope of the work that may be necessary to achieve City’s goals hereunder. In the event of any doubt or question arising regarding the true meaning of any of the Contract Documents or any portion thereof, reference shall be made to the Engineer whose decision thereon shall be final.
b. Interpretations. The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
1) Change Orders or Work Change Directives
2) Addenda
3) Special Provisions (or Special Conditions)
48 DRAFT
55452.01510\32905704.2
49 SECTION 00700

GENERAL

CONDITIONS
4) Technical Specifications
5) Plans (Contract Drawings)
6) Contract
7) General Conditions
8) Instructions to Bidders
9) Notice Inviting Bids
10) Contractor’s Bid Forms
11) Greenbook Standard Specifications (Sections 1-9 Excluded) 12) Standard Plans
13) Reference Documents
With reference to the Drawings, the order of precedence shall be as follows:
1) Figures govern over scaled dimensions
2) Detail drawings govern over general drawings
3) Addenda or Change Order drawings govern over Contract Drawings 4) Contract Drawings govern over Standard Drawings
5) Contract Drawings govern over Shop Drawings
c. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard shall always apply. d. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing The Work among subcontractors or in establishing the extent of Work to be performed by any trade.

ARTICLE 3. CONTRACTS DOCUMENTS: COPIES & MAINTENANCE
Contractor will be furnished, free of charge, two (2) copies of the Contract Documents. Additional copies may be obtained at cost of reproduction.

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

ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS
a. Examination of Contract Documents. Before commencing any portion of The Work, Contractor shall again carefully examine all applicable Contract Documents, 49 DRAFT
55452.01510\32905704.2
50 SECTION 00700

GENERAL

CONDITIONS
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.
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. In no case shall Contractor proceed with The Work without obtaining first from the Engineer such Approval may be necessary for the proper performance of Work.
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, ordinances, rules and regulations, 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.

ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE
a. City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The positions of these utilities as derived from such records are shown on the Plans. b. No excavations were made to verify the locations shown for underground utilities.

No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage.
c. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections and, if necessary, Contractor shall arrange for the relocation of service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.
50 DRAFT
55452.01510\32905704.2
51 SECTION 00700

GENERAL

CONDITIONS
d. All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of The Work. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations e. Notwithstanding the above, pursuant to Section 4215 of the Government Code, City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for bids, City shall assume the responsibility for their timely removal, relocation, or protection.
f. Contractor, except in an emergency, shall contact the appropriate regional notification center, Southern California Underground Service Alert at 1-800-227- 2600 at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and City has been given the identification number by the Contractor.

ARTICLE 6. SCHEDULE
a. Planned Schedule.. Contractor shall prepare a proposed Project schedule and shall submit this for approval to the Engineer at the pre-construction meeting or as otherwise provided in the Special Provisions. The Engineer shall promptly provide written acceptance of the proposed schedule, or notify Contractor that the proposed schedule is not acceptable with accompanying explanation. In such case Contractor shall revise and re-submit an updated schedule within five (5) working days of the Engineer’s notification. The receipt or Approval of any schedules by the Engineer or 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 period. 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 Engineer.
b. Schedule Contents. The schedule shall allow enough time for inclement weather.

The schedule shall specify the progression of activities from the date of the Notice to Proceed to the end of the Contract Time, indicate the beginning and completion dates of all phases of construction; the order in which the Contractor proposes to carry out the work, critical path for all critical, sequential time related activities; and 51 DRAFT
55452.01510\32905704.2
52 SECTION 00700

GENERAL

CONDITIONS
“float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall include appropriate time allowances and constraints for submittals, permits, inspections, performance and material testing, and work that may be required by others for the completion of the Contractor’s work. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. The schedule(s) submitted shall be consistent in all respects with the completion time requirements and any order of work requirements set forth in the Contract Documents.
c. Schedule Updates. Contractor shall continuously update its construction schedule, and shall provide to the Engineer full information in advance as to the Contractor’s plans for carrying out any part of the work. Contractor shall submit an updated and accurate construction schedule to the Engineer whenever requested to do so by Engineer and with each progress payment request. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule.

ARTICLE 7. SUBSTITUTIONS
a. Pursuant to Public Contract Code Section 3400(b) City may make a finding that is described in the invitation for bids that designates certain products, things, or services by specific brand or trade name.
b. Unless specifically designated in the Contract Documents, 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 shall be substantially equal or better in every respect to that so indicated or specified in the Contract Documents. However, City may have adopted certain uniform standards for certain materials, processes and articles. c. Contractor shall submit 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 the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with the Contractor. City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted.
d. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from the Contractor stating that, and describing how, the substituted “or equal” material, process or article is 52 DRAFT
55452.01510\32905704.2
53 SECTION 00700

GENERAL

CONDITIONS
equivalent to that specified in every way except as listed on the affidavit.

Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to City in a timely fashion will result in the rejection of the proposed substitution.
e. The Contractor shall bear all of City’s costs associated with the review of substitution requests.
f. The Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article.
g. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

ARTICLE 8. SHOP DRAWINGS
a. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, six (6) copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal. b. Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be needed for completion of the Work. Engineer’s approval of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written Approval.

Engineer’s Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.

ARTICLE 9. SUBMITTALS
a. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the specifications. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract.
b. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. 53 DRAFT
55452.01510\32905704.2
54 SECTION 00700

GENERAL

CONDITIONS
c. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.

ARTICLE 10. 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 of every nature whatsoever necessary to execute and complete this Contract within specified time.
b. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.
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. d. 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 City free from any claims, liens, or charges. e. Materials shall be stored on the Project site in such manner so as not to interfere with any operations of City or any independent contractor.

ARTICLE 11. CONTRACTOR’S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent approved by City. Superintendent must be able to proficiently speak, read and write in English. Contractor shall continuously provide efficient supervision of the Project.

ARTICLE 12. WORKERS
a. 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.
b. Any employee of the Contractor whom City determines is incompetent or unfit shall be removed from this Project.
54 DRAFT
55452.01510\32905704.2
55 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 13. SUBCONTRACTORS
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. All subcontracts entered into by Contractor relating to any of the Work under this Contract shall comply with and be limited to the extent required by Civil Code section 2872.05. Contractor shall be as fully responsible to 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 City. b. City reserves the right to approve all subcontractors. City’s Approval of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.
c. 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.

ARTICLE 14. PERMITS AND LICENSES
Permits and licenses necessary for prosecution of The Work shall be secured and paid for by Contractor, unless otherwise specified in the Contract Documents. a. Contractor shall obtain and pay for all other permits and licenses required for The Work, including excavation permit and for plumbing, mechanical and electrical work and for operations in or over public streets or right of way under jurisdiction of public agencies other than City.
b. The Contractor shall arrange and pay for all off-site inspection of the Work related to permits and licenses, including certification, required by the specifications, drawings, or by governing authorities, except for such off-site inspections delineated as City's responsibility pursuant to the Contract Documents. c. Before Acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to City.

ARTICLE 15. 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.
b. Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Project.
55 DRAFT
55452.01510\32905704.2
56 SECTION 00700

GENERAL

CONDITIONS
c. All permanent meters Installed shall be listed in the Contractor’s name until the Work is accepted.
d. If the Contract is for construction in existing facilities, Contractor may, with prior written Approval of City, use City’s existing utilities by compensating City for utilities used by Contractor.

ARTICLE 16. INSPECTION FEES FOR PERMANENT UTILITIES
All inspection fees and other municipal charges for permanent utilities including, but not limited to, sewer, electrical, phone, gas, water, and irrigation shall be paid for by City. Contractor shall be responsible for arranging the payment of such fees, but inspection fees and other municipal fees relating to permanent utilities shall be paid by City. Contractor may either request reimbursement from City for such fees, or shall be responsible for arranging and coordination with City for the payment of such fees.

ARTICLE 17. TRENCHES
a. Trenches Five Feet or More in Depth. The Contractor shall submit to City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five feet or more in depth. If the plan varies from shoring system standards, the plan shall be prepared by a 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.
b. Excavations Deeper than Four Feet. If work under this Contract involves digging trenches or other excavation that extends deeper than four feet below the surface, Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any:
1) 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.
2) Subsurface or latent physical conditions at the site differing from those indicated.
3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.

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 the Contract Documents.

In the event that a dispute arises between 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 56 DRAFT
55452.01510\32905704.2
57 SECTION 00700

GENERAL

CONDITIONS
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 18. DIVERSION OF RECYCLABLE WASTE MATERIALS
Per the City’s solid waste reduction and recycling requirements found in Chapter 8.69 of the Municipal Code of the City of San Clemente, the Contractor must reuse, recycle, or divert at least 75% of construction and demolition (C&D) debris generated on this project. Contractor must either: a) contract for solid waste handling services from the City's authorized franchise solid waste hauler (CR&R Waste Services, www.crrwasteservices.com, 877-728-0446) and provide written evidence that the City's franchise waste hauler will be providing C&D material collection services to Contractor for this project; or b) submit a Waste Management Plan and associated fee and deposit per the Waste Management Plan requirements found in Appendix E. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.

ARTICLE 19. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to City in writing. City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), 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 City and Contractor.

ARTICLE 20. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings for the use of all workers. All toilets shall comply with all applicable federal, state and local laws, codes, ordinances, and regulations.

Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets 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 regulation. The toilets shall be maintained in a sanitary condition at all times. Use of toilet 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.

ARTICLE 21. AIR POLLUTION CONTROL
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.

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 South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Although the SCAQMD and CARB limits and requirements are broader, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by SCAQMD and CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City 57 DRAFT
55452.01510\32905704.2
58 SECTION 00700

GENERAL

CONDITIONS
against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in Article 50.

ARTICLE 22. WATER QUALITY MANAGEMENT AND COMPLIANCE
a. Storm, surface, ground, nuisance, or other waters may be encountered at various times during the Work. 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 of the City’s ordinances regulating discharges of storm water; the Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.); the California Porter-Cologne Water Quality Control Act (Water Code § 13000 et seq.); and any and all regulations, policies, or permits issued pursuant to any such authority. These include, but are not limited to San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100, and State Water Resources Control Board Order No. 2009-0009-DWQ as amended by Order Nos. 2010-0014-DWQ and Order No. 2012-0006-DWQ, and any amendment or renewal thereof.
c. Contractor shall comply with the lawful requirements of the City, and any other 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 watercourses. These requirements include but are not limited to, all applicable requirements of the Orange County Drainage Area Management Plan (“DAMP”), the South Orange County Water Quality Improvement Plan (“WQIP”), and the City of San Clemente Jurisdictional Runoff Management Plan (“JRMP”), and the applicable Water Quality Management Plan (“WQMP”) for this project, if any. Sections 5, 7, and 8 of the DAMP contain requirements related to design and construction of public projects. Contractor shall be familiar the DAMP, WQIP, JRMP and any applicable WQMP, and shall comply with the requirements as specified therein. In the event these documents are revised or replaced in accordance with the requirements of a state or federal law, rule or permit that impacts the performance of the Work, Contractor shall comply with the revised or replaced requirements. Electronic copies of the DAMP, WQIP and JRMP are available online as follows:

DAMP: www.ocwatersheds.com/documents/damp
WQIP:
www.ocwatersheds.com/documents/south_oc_water_quality_improvement_plan _(wqip)
58 DRAFT
55452.01510\32905704.2
59 SECTION 00700

GENERAL

CONDITIONS
JRMP: www.san-clemente.org/department-services/environmentalservices/water-quality/local-implementation-plan d. Contractor shall comply with all aspects of the State Water Resources Control Board (“State Board”) Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, including any amendment or renewal thereof, (“Construction General Permit”) for all projects that involve construction on or disturbance of one acre or more of land or which are part of a larger common area of development.
e. City may require Contractor to file the Notice of Intent (“NOI”) and obtain coverage for the Project under the Construction General Permit. This may include filing all necessary documentation including the Permit Registration Documents (“PRDs”) through the Stormwater Multiple Applications and Report Tracking System (“SMARTS”); preparing and implementing a Storm Water Pollution Prevention Plan (“SWPPP”) for the Work site; implementing all other provisions, and monitoring and reporting requirements required by the Construction General Permit; and providing a Qualified SWPPP Developer (“QSD”) and Qualified SWPPP Practitioner (“QSP”), as necessary for all Work site activities, including but not limited to preparation and submittal of all reports, plans, inspections, and monitoring information in compliance with the Construction General Permit. City retains the right to develop its own documentation for the project site, including but not limited to the SWPPP, and in the alternative may require Contractor to adopt and implement portions of the City developed SWPPP. Specific requirements for the Work site shall be set forth in the Special Conditions. Contractor shall include all costs of compliance with specified requirements in the Contract amount. f. For those Work sites where construction activity results in the disturbance of less than one acre of total land area and/or do not need coverage under the Construction General Permit, the Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan in accordance with San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100 and any amendment or renewal thereof, and the City’s LIP and Orange County DAMP and any revision or replacement thereof.
g. Notwithstanding the above, before any PRDs, SWPPP, or other Construction General Permit related document may be submitted to the State Water Resources Control Board or implemented on the Work site, it must first be reviewed and approved by the City and/or the City’s designee. The City expressly reserves the right to procure coverage under the Construction General Permit for the Work site if Contractor fails to draft satisfactory PRDs or SWPPP or otherwise fails to proceed in a manner that complies with the requirements of the Construction General Permit. The City additionally reserves the right to hire additional contractors to maintain compliance at the Work site. Whether Contractor has adequately maintained compliance with the Construction General Permit shall be the City’s sole determination. Any costs incurred by the City in procuring coverage under the Construction General Permit, or drafting and/or implementing a SWPPP for the Work site shall be paid by Contractor.
59 DRAFT
55452.01510\32905704.2
60 SECTION 00700

GENERAL

CONDITIONS
h. Failure to comply with laws, regulations, and ordinances listed in this Article 22 is a violation of federal and state law. Notwithstanding any other indemnity contained in this Agreement, 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, 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 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. i. 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 enforcement action and/or settlement reached between the City and any relevant enforcement entity. j. City may seek damages from Contractor for delay in completing the Work in accordance with the Contract Documents, caused by Contractor’s failure to comply with the laws, regulations and policies described in this Article 22, or any other relevant water quality law, regulation, or policy.

ARTICLE 23. CLEANING UP
a. Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises. Upon completion of Work, Contractor shall clean the interior and exterior of the building or improvement including fixtures, equipment, walls, floors, ceilings, roofs, window sills and ledges, horizontal projections, and any areas where debris has collected so surfaces are free from foreign material or discoloration. Contractor shall clean and polish all glass, plumbing fixtures, and finish hardware and similar finish surfaces and equipment and contractor shall also remove temporary fencing, barricades, planking and construction toilet and similar temporary facilities from site. Contractor shall also clean all buildings, asphalt and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment.
b. Contractor shall fully clean up the site at the completion of The Work. If the Contractor fails to immediately clean up at the completion of The Work, City may do so and the cost of such clean up shall be charged back to the Contractor.

ARTICLE 24. LAYOUT AND FIELD ENGINEERING
All field engineering required for laying out The Work and establishing grades for earthwork operations, location and alignment of any and all site elements (buildings, paving, walks, fencing, furnishings, etc.) shall be furnished by the Contractor at its expense. A digital AutoCAD (version 2017) file shall be provided to the Contractor by the City indicating the location and layout of all site elements for the use by the Contractors surveyor. Layout shall be done by a registered civil engineer or a licensed land surveyor Approved by the Engineer. Any surveying necessary to establish the grade and line of the work is to be done by a properly licensed land surveyor retained 60 DRAFT
55452.01510\32905704.2
61 SECTION 00700

GENERAL

CONDITIONS
by the contractor. Any required “as-built” drawings of the Work shall be prepared by the registered civil engineer.

ARTICLE 25. EXCESSIVE NOISE
a. The 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.
b. The 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 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.

ARTICLE 26. TESTS AND INSPECTIONS
a. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority require any part of The Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days notice of its readiness for observation or inspection. If inspection is by a public authority other than City, Contractor shall promptly inform City of the date fixed for such inspection.

Required certificates of inspection (or similar) shall be secured by Contractor.

Costs for City testing and City inspection shall be paid by City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor. b. 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.
c. 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 City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.
d. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify City so that 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. e. If the manufacture of materials to be inspected or tested will occur in a plant or location outside the geographic limits of City, the Contractor shall pay for any 61 DRAFT
55452.01510\32905704.2
62 SECTION 00700

GENERAL

CONDITIONS
excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging. f. Reexamination of Work may be ordered by City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, 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.

ARTICLE 27. PROTECTION OF WORK AND PROPERTY
a. Contractor acknowledges and agrees that public safety is of utmost importance, and Contractor agrees that during the progress of the Work Contractor shall constantly protect and preserve the safety of the public. Contractor shall not unnecessarily cause inconvenience to the public during the progress of the Work and shall minimize the inconvenience caused by Contractor’s operations. Such operations include, but are not limited to, work performed on or adjacent to the Work site, traffic lane and pedestrian closures and deliveries of material and equipment.
b. 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 City. All Work shall be solely at the Contractor’s risk.

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.
c. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by City and the Contractor. d. 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.
e. 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. 62 DRAFT
55452.01510\32905704.2
63 SECTION 00700

GENERAL

CONDITIONS
2) Provide substantial barricades around any shrubs or trees indicated to be preserved.
3) Deliver materials to the Project site over a route designated by the Engineer.
4) Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor.
5) 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 Engineer. Contractor shall not unreasonably encumber the Project site with its materials.
6) 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 an approved civil engineer or land surveyor, at no cost to City. 7) 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 City.
8) Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way. 9) At the completion of work each day, leave the Project site in a clean, safe condition.
10) Comply with any stage construction and traffic handling plans. Access to residences and businesses shall be maintained at all times. f. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the 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.
g. Should damage to persons or property occur as a result of The Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired.

City shall be entitled to inspect and copy any such documentation, video, or photographs.

ARTICLE 28. CONTRACTORS MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to perform the work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards. 63 DRAFT
55452.01510\32905704.2
64 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 29. INSPECTOR’S FIELD OFFICE
“NOT APPLICABLE”
ARTICLE 30. STAGING AREA
The City has an area designated for use as staging for the Contractor. This staging area is shown on Appendix M of this Specifications.

The Staging Area shall be enclosed with a 6’ high fence with security fabric. The Contractor shall maintain an orderly and clean staging area at all times. Full compensation for the Staging Area shall be included in the unit prices bid for various items of work.

ARTICLE 31. AUTHORIZED REPRESENTATIVES
City shall designate representatives, who shall have the right to be present at the Project site at all times. City may designate an inspector who shall have the right to observe all of the Contractor’s Work. The inspector is not authorized to make changes in the Contract Documents.

The inspector shall not be responsible for the Contractor’s failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.

ARTICLE 32. HOURS OF WORK
a. Eight (8) hours of work shall constitute a legal day’s work. The Contractor and each subcontractor shall forfeit, as penalty to City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815. b. Unless otherwise provided in the Special Conditions, Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 7:00 a.m. and 5:00 p.m.
c. 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 City-observed holidays, unless otherwise Approved by the Engineer:
1) Powered Vehicles
2) Construction Equipment
3) Loading and Unloading Vehicles
4) Domestic Power Tool.
64 DRAFT
55452.01510\32905704.2
65 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 33. PAYROLL RECORDS
a. Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed in connection with the work.

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. b. 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 a weekly basis and in the 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.
c. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by City. The Contractor shall also provide the following:
1) 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.
2) A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the Department of Industrial Relations (“DIR”).
d. 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.
e. Any copy of records made available for inspection and furnished upon request to the public 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 or any subcontractor shall not be marked or obliterated. f. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or actions necessary to ensure compliance with this section.

Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to City, forfeit one hundred dollars ($100.00) for each day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the DIR, such penalties shall be withheld from contract payments.

ARTICLE 34. PREVAILING RATES OF WAGES
a. 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 65 DRAFT
55452.01510\32905704.2
66 SECTION 00700

GENERAL

CONDITIONS
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 Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at City. 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 City, its elected officials, officers, employees and agents 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.
b. The Contractor and each subcontractor shall forfeit as a penalty to City not more than two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code.

The difference between such stipulated 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 stipulated prevailing wage rate shall be paid to each worker by the Contractor.
c. 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.

ARTICLE 35. EMPLOYMENT OF APPRENTICES
The Contractor’s attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor.

The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

ARTICLE 36. CONTRACTOR AND SUBCONTRACTOR REGISTRATION
Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations (“DIR”) at the time of the bid. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall remain 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. 66 DRAFT
55452.01510\32905704.2
67 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 37. LABOR COMPLIANCE; STOP ORDERS
This Project is subject to compliance monitoring and enforcement by the DIR. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. 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.

ARTICLE 38. 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, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.

ARTICLE 39. LABOR/EMPLOYMENT SAFETY
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.

ARTICLE 40. INSURANCE
Contractor agrees to procure and maintain, at Contractor’s expense all insurance specified in Appendix “D” attached hereto and by this reference incorporated herein. Contractor shall require all subcontractors to carry the same policies and limits of insurance that the Contractor is required to maintain, unless otherwise approved in writing by the City.

ARTICLE 41. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Contractor shall commence work within ten (10) days of the date stated in City’s Notice to Proceed and shall diligently and continuously prosecute the work to completion in the time specified in the Contract Documents. City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by City’s receipt or acceptance of the Contractor’s proposed earlier completion date.

Furthermore, Contractor shall not, under any circumstances, receive additional compensation from 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.

If The Work is not completed as stated in the Contract Documents, it is understood that City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to City as fixed and liquidated 67 DRAFT
55452.01510\32905704.2
68 SECTION 00700

GENERAL

CONDITIONS
damages, and not as a penalty, the sum stipulated in the Contract for each 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.
b. Inclement Weather. Contractor shall abide the Engineer’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.
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify City in writing of causes of delay. 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. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.
d. No Damages for Reasonable Delay. City’s liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall 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, including delays caused by items that are the responsibility of City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

ARTICLE 42. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by City:
a. Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
b. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.
c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
d. Following City’s Acceptance of the Work, the Contractor shall submit to City a written statement of the final quantities of unit price items for inclusion in the final payment request.
68 DRAFT
55452.01510\32905704.2
69 SECTION 00700

GENERAL

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

Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

ARTICLE 43. MOBILIZATION
a. When a bid item is included in the Bid Form 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 (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial 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 Initial Mobilization shall include, but shall not be limited to, the following principal items:
1) Obtaining and paying for all bonds, insurance, and permits. 2) Moving on to the Project site of all Contractor’s plant and equipment required for first month’s operations.
3) Installing temporary construction power, wiring, and lighting facilities. 4) Establishing fire protection system.
5) Developing and installing a construction water supply. 6) Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.
7) Providing on-site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.
8) Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.
9) 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.
10) Arranging for and erection of Contractor’s work and storage yard. 69 DRAFT
55452.01510\32905704.2
70 SECTION 00700

GENERAL

CONDITIONS
11) Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.
12) Full-time presence of Contractor’s superintendent at the job site as required herein.
13) Submittal of Construction Schedule as required by the Contract Documents.

ARTICLE 44. PAYMENTS
a. City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety-five percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments, except where the City has adopted a finding that the Work done under the Contract is substantially complex, and then the Contractor shall be paid a sum equal to ninety percent (90%) of the value of the Work performed up to the last day of the previous month, less the aggregate of previous payments.
b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work (or ten percent (10%) in the event the City has adopted a finding that the Work under the Contract is substantially complex), if unencumbered, shall be paid no later than sixty (60) Days after the date of recordation of the Notice of Completion.
d. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 8132. Prior to final payment by City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.

ARTICLE 45. PAYMENTS WITHHELD AND BACK CHARGES
a. In addition to amounts which City may retain under other provisions of the Contract Documents City may withhold payments due to Contractor as may be necessary to cover:
70 DRAFT
55452.01510\32905704.2
71 SECTION 00700

GENERAL

CONDITIONS
1) Stop Notice Claims.
2) Defective work not remedied.
3) Failure of Contractor to make proper payments to its subcontractors or suppliers.
4) Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
5) Damage to another contractor or third party.
6) Amounts which may be due City for claims against Contractor. 7) Failure of Contractor to keep the record (“as-built”) drawings up to date. 8) Failure to provide updates on the construction schedule. 9) Site clean up.
10) Failure of the Contractor to comply with requirements of the Contract Documents.
11) Liquated damages.
12) Legally permitted penalties.
b. Upon completion of the Contract, City will reduce the final Contract amount to reflect costs charged to the Contractor, back charges or payments withheld pursuant to the Contract Documents.

ARTICLE 46. CHANGES AND EXTRA WORK
a. Change Order Work.
1) City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, shall be performed under the applicable conditions of the Contract Documents, and shall be subject to the approval authority requirements of Article 4 of the Contract. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. 2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written 71 DRAFT
55452.01510\32905704.2
72 SECTION 00700

GENERAL

CONDITIONS
contract change order has been issued or a timely written notice of claim has been made by Contractor. 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.

Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless City requests that proposals be submitted in less than seven (7) Days. 4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.
5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with City’s estimate of cost. If the change is issued based on City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that City’s estimate was in error.
8) Estimates for lump sum quotations and accounting for cost-pluspercentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, 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 extra 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 extra work 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. 72 DRAFT
55452.01510\32905704.2
73 SECTION 00700

GENERAL

CONDITIONS
(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery.

Materials cost shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion. (c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less.

Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, or Caltrans Equipment Rental Rates (without surcharge) at the time the work is performed. (d) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
i. “Net Cost” is defined as consisting of 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.
ii. For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work.
iii. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor’s Net Cost.
iv. For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five
percent (5%) of the Net Cost of the lower tier subcontractor. v. 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 City exceed twenty-five
percent (25%) of the Net Cost as defined herein.
9) All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation for: Submittals, drawings: field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting 73 DRAFT
55452.01510\32905704.2
74 SECTION 00700

GENERAL

CONDITIONS
documentation; computer services; reproduction services; Salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; Temporary on Site facilities (Offices, Telephones, Internet access, Plumbing, Electrical Power, lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final cleanup; Other incidental Work; Related warranties.
10) For added or deducted Work by subcontractors, the Contractor shall furnish to City the subcontractor’s signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors. 11) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.
12) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 13) 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 for work. 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 City’s change order form in an attempt to reserve additional rights. 14) If City disagrees with the proposal submitted by Contractor, it will notify the Contractor and City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with City, a change order will be issued by City. If no agreement can be reached, City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.
15) 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 extra work, promptly and expeditiously.
74 DRAFT
55452.01510\32905704.2
75 SECTION 00700

GENERAL

CONDITIONS
16) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties. b. Contract Unit Prices
1) Increases more than twenty-five percent (25%) percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications exceed the Bid quantity by more than twenty-five percent (25%), payment for the quantity in excess of one hundred twenty-five percent (125%) of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above. 2) Decreases of more than twenty-five percent (25%). Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with Plans and Specifications, be less than seventy-five percent (75%) of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for seventy-five percent (75%) of the Bid quantity at the Contract Unit Price.

ARTICLE 47. OCCUPANCY
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.

ARTICLE 48. INDEMNIFICATION
a. Contractor shall defend (with counsel of City Council’s preference), indemnify and hold City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. To the fullest extent permitted by law, Contractor shall defend, at Contractor’s own cost, expense and risk, with City Council’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, 75 DRAFT
55452.01510\32905704.2
76 SECTION 00700

GENERAL

CONDITIONS
action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees and representatives for any and all 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. b. Contractor shall require each of its subcontractors to indemnify City to the same extent Contractor is indemnified.

ARTICLE 49. COMPLETION AND ACCEPTANCE, DEFECTIVE WORK
a. Completion. Contractor shall make an initial request for final inspection after initial completion of the Work. After inspection, the Engineer will inform the Contractor, in writing, of all items found by Engineer to be incomplete or not in compliance with this Agreement. After the Contractor has completed these items, the procedure for final inspection shall then be the same as specified above for the Contractor's initial request for final inspection. If after two (2) "final" inspections, items are found by Engineer to be incomplete or not in compliance with this Agreement or any of the requirements contained or referenced herein, City may require Contractor, as a condition of City performing further field inspections, to submit to the Engineer a detailed written statement of the work performed subsequent to the date of the previous inspection at which such items were found to be incomplete or not in compliance with this Agreement.

The Parties shall follow the above steps until such time as Engineer determines that the Work has been satisfactorily completed in accordance with all terms and condition of this Agreement. Upon such determination, City shall order recordation of the Notice of Completion.
b. Acceptance. Thirty-five (35) days after the Notice of Completion is recorded (or in the event any lien claims are filed against the Project arising out of Contractor's activities hereunder, on such date Contractor has finally satisfied, discharged, or obtained a release of such claim), City shall accept Contractor's Work. c. Defective Work. Contractor shall repair, reconstruct, replace or otherwise make acceptable any and all Work found by Engineer to be defective or not in accordance with the Agreement. Final acceptance of the Work shall not constitute a waiver by City of any defective work subsequently discovered.

ARTICLE 50. RECORD (“AS BUILT”) DRAWINGS
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts.

The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date. 76 DRAFT
55452.01510\32905704.2
77 SECTION 00700

GENERAL

CONDITIONS
Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order, request for information, request for proposals, or Architect’s Supplemental Instructions where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts in .pdf or other approved format. The suitability of the as-builts will be determined by the Engineer.

ARTICLE 51. RESOLUTION OF CONSTRUCTION CLAIMS
a. All public works claims between the Contractor and the City shall be resolved pursuant to the procedures set forth in Public Contract Code section 9204. All public works claims of $375,000 or less which arise between the Contractor and City shall be resolved in accordance with Public Contract Code sections 20104 et seq. and other applicable law, unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq.
b. Contractor shall timely comply with all notices and requests for additional compensation and extensions of time, including but not limited to all requirements of Article 45, as a prerequisite to filing any claim governed by this Article. The failure to timely provide any notice or request required by the Contract Documents shall constitute a waiver of the right to these procedures. c. All Claims. All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the Contractor for (1) a time extension, including without limitation relief from damages or penalties for delay assessed by the City, (2) payment of money or damages arising from work done by or on behalf of the Contractor and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled, or (3) payment of an amount which is disputed by City.
d. All Claims. The Contractor will submit the claim justification in the following format:
1) Summary of claim merit and price, and Contract clause 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
77 DRAFT
55452.01510\32905704.2
78 SECTION 00700

GENERAL

CONDITIONS
(e) Other
3) Chronology of events and correspondence
4) Analysis of claim merit
5) Analysis of claim cost
6) Analysis of time impact analysis in CPM format
7) Cover letter and certification of validity of the claim e. City Response to Claim. 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 of receipt of the claim, or as extended by mutual agreement, shall provide 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 response.

If the City needs approval from the City Council to provide Contractor a written statement as set forth above, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim, the City shall have up to three (3) days following the next publicly noticed City Council meeting after the 45-day period, or extension, expires to provide Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim.

The City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City’s written response shall be submitted 30 days (15 days if the Claim is less than $50,000) after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater. f. Meet and Confer Conference. If the Contractor disputes City's response, or if City fails to respond within the statutory time period(s), the Contractor may so notify City within 15 days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement of those portions of the Claim that remain in dispute. Upon such demand, City shall schedule a meet and confer conference within 30 days.
g. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion thereof remains in dispute, the City shall provide the Contractor with a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any portion of the claim that remains in dispute shall be submitted to nonbinding mediation. The selection of the mediator shall be in accordance with Public Contract Code section 9204, and the City and the Contractor shall equally share the associated mediator fees. Each party will be responsible for its own attorneys’ fees and other costs incurred due to the resolution of any Claim.
78 DRAFT
55452.01510\32905704.2
79 SECTION 00700

GENERAL

CONDITIONS
h. Condition Precedent. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor. i. Government Code Claim. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra 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. 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 extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City.

ARTICLE 52. CITY’S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause. City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract in whole or in part if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of City; or (ix) should violate any of the provisions of the Contract Documents.

The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to City for any excess costs or other damages incurred by City to complete the Project. If City takes over The Work, 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 Project site. b. Termination For Convenience. City may terminate performance of The Work in whole or, in part, if City determines that a termination is in 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 City, the extent of termination, and the effective date of such termination. 79 DRAFT
55452.01510\32905704.2
80 SECTION 00700

GENERAL

CONDITIONS
After receipt of Notice of Termination, and except as directed by 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 working and upon which the facility (or facilities) forming the basis of the Contract Documents 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.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to City, within ten (10) Days from the effective date of the Notice of Termination, all of the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of 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: (i) be submitted to and received by City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by City's Termination for Convenience."
7) These provisions are in addition to and not in limitation of any other rights or remedies available to City.
c. Savings Clause. If 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 section, 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. d. Exception. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of City or the Contract is terminated.
80 DRAFT
55452.01510\32905704.2
81 SECTION 00700

GENERAL

CONDITIONS
ARTICLE 53. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier. b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.
c. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.
d. 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. If the Contractor fails to promptly remedy any defect, or damage; the City have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense.
e. 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, City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition. f. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice;
2) Require all warranties to be executed, in writing, for the benefit of City; and 3) Enforce all warranties for the benefit of City, unless otherwise directed in writing by City.

This Article shall not limit City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.

ARTICLE 54. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both 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.
b. Contractor shall make available to City any of the Contractor’s other documents related to the Project immediately upon request of City. 81 DRAFT
55452.01510\32905704.2
82 SECTION 00700

GENERAL

CONDITIONS
c. In addition to the State Auditor rights above, 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 City, for a period of four (4) years after final payment.

ARTICLE 55. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.

ARTICLE 56. SEPARATE CONTRACTS
a. 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.
b. 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. c. 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 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. 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.

ARTICLE 57. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. 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 City shall be addressed to City as designated in the Notice Inviting Bids unless 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. 82 DRAFT
55452.01510\32905704.2
83 SECTION 00700

GENERAL

CONDITIONS
Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

ARTICLE 58. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.

ARTICLE 59. STATE LICENSE BOARD NOTICE
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.

ARTICLE 60. INTEGRATION
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of City and Contractor.

ARTICLE 61. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of City. Any assignment without the written consent of 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.

ARTICLE 62. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify City in order that proper steps may be taken to have the change reflected on the Contract.

ARTICLE 63. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials 83 DRAFT
55452.01510\32905704.2
84 SECTION 00700

GENERAL

CONDITIONS
pursuant to this Contract or any subcontract. This assignment shall be made and become effective at the time City makes final payment to the Contractor, without further acknowledgment by the parties.

ARTICLE 64. PROHIBITED INTERESTS
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.

ARTICLE 65. LAWS AND REGULATIONS
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 the Engineer 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 the Engineer, 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 regulations.

ARTICLE 66. PATENT FEES OR ROYALTIES
The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

ARTICLE 67. OWNERSHIP OF DRAWING
All Contract Documents furnished by City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to City on request at completion of The Work.

ARTICLE 68. NOTICE OF TAXABLE POSSESSORY INTEREST
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.
84 DRAFT
55452.01510\32905704.2
85 SECTION 00700

GENERAL

CONDITIONS

END OF GENERAL CONDITIONS
85 DRAFT
55452.01510\32905704.2
86 SECTION 00750

SPECIAL

CONDITIONS

MONTALVO AND RIVIERA PEDESTRIAN BRIDGES
COATING REPLACEMENT PROJECT, PROJECT NO. 23802

SCHEDULE OF COMPLETION
A. To ensure timely completion of project, contractor shall prepare and submit encroachment permit application, drawings, and other required permit documents to Southern California Regional Rail Authority (SCRRA) Right-of-Way Encroachment Coordinator once contract is fully executed. A Notice to Proceed will not be issued until SCRRA Encroachment Permit is received and the Right-of-Entry Agreement is executed.

B. Contractor shall submit erosion control plan for review and approval to City once contract is fully executed.

C. All required appurtenances and materials, including surface preparation and coating materials shall be ordered once contract is fully executed.

D. Material and product submittals shall be first approved by the Engineer.

E. Work shall commence on the date indicated on the Notice to Proceed and shall be completed within forty (40) working days. Work includes all items as described in the bid items.

F. CAM 17 Metal sampling of existing paint/coating has been performed by others. Refer to Appendix N for summary report.

PERMITS
Metrolink/SCRRA Permit and SCRRA Flagman
The Contractor will be required to obtain a Right-of-Entry Agreement from SCRRA prior to construction. Initial submittal is an encroachment application which includes a written statement, application, plan submittal, schedule, and application fee. Once initial submittal is approved, Contractor shall submit additional documents prior to construction to SCRRA obtain a temporary Right-of-Entry agreement which includes meeting insurance requirements, providing a sitespecific work plan, traffic control plans, and deposit fees for construction related work. The Contractor shall become familiar with and follow the requirements as outlined in the following link:
https://metrolinktrains.com/about/agency/right-of-way
See Appendix “I” for SCRRA Encroachment Application, Appendix “J” for Temporary Right-ofEntry Agreement, Appendix “K” for Rules and Requirements for Construction, and Appendix “L” for SCRRA General Safety Regulations for Third Party Construction. 86 DRAFT
55452.01510\32905704.2
87 SECTION 00750

SPECIAL

CONDITIONS
It is anticipated that the contractor shall prosecute the work while adhering to these requirements.

Contractor shall include costs for complying with all the SCRRA permits, agreements, forms, insurance, and regulations (except Flagman as noted elsewhere) in Bid Item No. 1, Mobilization.

California Coastal Commission Permit:

California Coastal Commission Permit has been obtained by the City of San Clemente.

Payment
Payment for obtaining Metrolink/SCRRA Permit shall be included in the lump sum unit bid price for MOBILIZATION and shall include all application and review fees, plan and document preparation, schedule preparation, administration, temporary right-of-entry agreement, insurance certificate per SCRRA requirements, and all other incidentals required to complete this work.

Payment for SCRRA Flagman shall include safety training, signal and communications line locations, flagging services, inspections, and all other labor, materials, and equipment to complete the work. Because these costs are difficult to determine during the bidding phase, a $70,000 allowance has been inserted under Bid Item 2. The contractor shall be paid for the actual cost plus 15%. If the actual cost plus markup is greater than $70,000, then a change order will be prepared for the actual amount over $70,000 plus 15%.

Waste Management Plan

DIVERSION OF RECYCLABLE WASTE MATERIALS
Per the City’s solid waste reduction and recycling requirements found in Chapter 8.69 of the Municipal Code of the City of San Clemente, the Contractor must reuse, recycle, or divert at least 75% of construction and demolition (C&D) debris generated on this project. Contractor must either: a) contract for solid waste handling services from the City's authorized franchise solid waste hauler (CR&R Waste Services, www.crrwasteservices.com, 877-728-0446) and provide written evidence that the City's franchise waste hauler will be providing C&D material collection services to Contractor for this project; or b) submit a Waste Management Plan and associated fee and deposit per the Waste Management Plan requirements found in Appendix “E”.

Payment
Payment shall be per the lump sum unit price bid for “Waste Management Plan”.

WORK SITE MAINTENANCE
Dust Control
Dust control throughout the project will be required, including the containment of all fugitive dust, to the maximum extent practicable, within the vicinity of the project. Mobile sweeping will be required as needed throughout the project duration.

Erosion Control
Erosion control throughout the duration of the project will be required. During the rainy season 87 DRAFT
55452.01510\32905704.2
88 SECTION 00750

SPECIAL

CONDITIONS
(October 1 – April 30) erosion control measures will be required, including the on-site storage of sandbags for placement when the forecast calls for a 40% or greater chance of rain within the next 24 hour period. The immediate vicinity to the project shall be kept clean at all times during the construction period. Sweeping/cleaning will be required as needed throughout the project duration. Under no circumstances will construction water be permitted to enter into the storm drain system. Construction water entering the existing storm drain system shall be retained and trapped by the placement of sandbags or berms. Such trapped water shall be collected and removed from the storm water conveyance system at the end of each workday.

Erosion Control Plan
Within 10 calendar days after receiving the Notice of Award, contractor shall prepare and submit an erosion control plan. Erosion control plan shall at a minimum, show project site is protected by an effective combination of erosion and sediment control BMPs.

Erosion and sediment control devices will require modification and ongoing maintenance as the Work progresses to achieve the goals of the Erosion Control Plan and the Storm Water Pollution Prevention Plan (SWPPP) or National Pollution Discharge Elimination System (NPDES) if no SWPPP for the project. Placement of additional devices may be necessary to achieve those goals at various stages of the Work.

Contractor shall inspect and maintain all BMP’s on a daily basis. Torn containment tenting and other pollution control devices shall be repaired or replaced immediately. Additionally, the Engineer may require a daily log by the Contractor indicating who performed the BMP inspection and what maintenance was performed.

Failure of the Contractor to comply with an Engineer’s correction notice may result in an order to suspend work until the condition is corrected. No additional compensation, time nor payment, will be allowed as a result of such a suspension.

Any fines levied by the State Water Resources Control Board, City, or other entity having authority to do so, as a result of the Work not complying with the S.W.P.P.P. (or NPDES if no SWPPP) shall become the responsibility of the Contractor. The amount of the fine may be deducted from monies due the Contractor, at the discretion of the Engineer, until the fine is paid or otherwise resolved.

Total coating removal via abrasive blast cleaning is considered to have very high emissions potential. Given the relatively high risk to the environment and general public from abrasive blast cleaning, a correspondingly high level of containment is recommended. In accordance with the guidance found in SSPC Guide 6, “Guide for Containing Debris Generated during Paint Removal Operations,” the required level of containment during abrasive blast cleaning is an SSPC Class 1A containment. An SSPC Class 1A containment incorporates air impermeable walls with rigid or flexible framing, fully sealed joints, airlock or re-sealable entryways, and negative air achieved by forced or natural air flow and exhaust air filtration.

Water Discharge
It is the sole responsibility of the Contractor to contain all discharging of water produced from its 88 DRAFT
55452.01510\32905704.2
89 SECTION 00750

SPECIAL CONDITIONS
operations. At no time will discharging of water or any construction water be allowed to be dispersed on existing ground and surface improvements or enter into the existing storm drain system. However, discharging of such water can be accepted into the sewer system with permission from the City’s Utility Supervisor.

Miscellaneous

Disposal of all refuse, excess materials and all other substances, shall be in compliance with all City, County, State and Federal rules, regulations and laws.

A clean portable sanitation facility shall be provided for use by the Contractor’s crews and the City staff.

Payment
Full compensation for the “NPDES COMPLIANCE / EROSION CONTROL PLAN (INCLUSIVE OF CONTAINMENT SYSTEM)” bid item shall be included in the lump sum contract unit bid price including project site maintenance and all labor, materials, and equipment to complete the work.

STAGING AND STORAGE AREAS
The City has an area designated for use as staging for the Contractor. This staging area is shown on Appendix M of this Specifications.

Payment
Payment shall be included in the lump sum unit bid price for Mobilization and shall be considered full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the items of work.

The Contractor shall carry out his operations in strict accordance with all applicable safety regulations and standards.

PUBLIC CONVENIENCE AND SAFETY
Provide a pedestrian access plan submittal for review and approval by the City. The access pedestrian access plan shall show.
• The location and limits of a public detour for the pedestrian path around the proposed Work areas
• Pedestrian access closed below the bridges.
• Proposed signage for the public detour.

Following approval of the pedestrian access plan submittal, provide a public detour for the pedestrian path around the proposed work areas, and close pedestrian access below the bridges.

Provide signage for the public detour.

89 DRAFT
55452.01510\32905704.2
90 SECTION 00750

SPECIAL

CONDITIONS
Payment
Payment shall be included in the lump sum unit bid price for Pedestrian Detour and Safety and shall be considered full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the items of work.

The Contractor shall carry out his operations in strict accordance with all applicable safety regulations and standards.

MOBILIZATION
Mobilization shall conform to the provisions stated in the General Provisions and herein.

The Contractor’s Jobsite Superintendent shall maintain a working mobile cellular telephone at Contractor’s expense.

Payment
Payment shall be per the lump sum unit price bid for “Mobilization” and shall be considered full compensation for providing bonds, insurance, permits, and licenses as required, initial move-in, furnishing all labor, materials, equipment, and incidentals necessary to perform the items of work, and subsequent move-out costs, and all preparatory work and operations for which no separate bid item is provided in the proposal. Progress payments for this item shall be paid to the Contractor in accordance with the completion percentage of the project and shall include the cost of such mobilization and administration for the entire contract period. No additional compensation will be allowed for furnishing labor, materials, equipment, rental of necessary storage sites for storage of equipment, and incidentals necessary to perform the items of work.

END OF SPECIAL CONDITIONS
90 DRAFT
55452.01510\32905704.2
91 SECTION 00800

TECHNICAL SPECIFICATIONS
SECTION 00800

TECHNICAL

SPECIFICATIONS

MONTALVO AND RIVIERA PEDESTRIAN BRIDGES
COATING REPLACEMENT PROJECT, PROJECT NO. 23802

1. REFERENCE STANDARD PLANS AND SPECIFICATIONS
Except as stated otherwise, the performance of all work and the property and quality of all materials for bridge construction shall conform to the 2018 Standard Plans of the State of California, Department of Transportation, herein designated as State Standard Plans and the applicable sections of the 2018 Standard Specifications of the State of California, Department of Transportation, hereinafter designated as State Standard Specifications, and in accordance with these special provisions.

The Contractor’s attention is directed to the Revised Standard Specifications (RSS) for the State Standard Specifications. Both the 2018 Caltrans Standard Specifications and the Revised Standard Specifications (RSS) for the State Standard Specifications can be found on the Caltrans website:
https://dot.ca.gov/programs/design/ccs-standard-plans-and-standard-specifications

In case of conflict between the State Standard Specifications and these special provisions, the special provisions shall take precedence over and be used in lieu of such conflicting portions.

In instances where the applicable State Standard Specifications are not specified or where there appear to be overlapping or conflicting areas of jurisdiction, the State Standard Specifications shall take precedence.

The term Engineer or Resident Engineer in these technical specifications and the State Standard Specifications and Revised Standard Specifications shall mean the City of San Clemente Public Works Director, or his or her authorized representative(s).

When the specifications require working drawings to be submitted to the Office of Structure Design, the drawings shall be submitted to: the City of San Clemente, 910 Calle Negocio, Ste. 100, San Clemente, CA 92673, Attention: Belgin Cuhadaroglu, Associate Civil Engineeer, Telephone: 949-361-6128.

When a reference is made in the specifications to the "Laboratory," the reference shall mean the testing service as designated by the Contractor and approved by the City of San Clemente.

2. DESCRIPTION OF BRIDGE WORK
The work to be performed, consists, in general, of clearing and grubbing as necessary to complete the work, and removing the existing bridge coating, sandblasting, surface preparation, and painting of the Montalvo and Riviera Pedestrian Bridges. In addition to the cleaning and painting the bridge, the work shall include, but not limited to removal and replacement of ancillary items such as wood decking and cable railing, etc. as needed, to facilitate proper cleaning, preparation, 91 DRAFT
55452.01510\32905704.2
92 SECTION 00800

TECHNICAL SPECIFICATIONS
and painting of all steel bridge elements.

A field inspection is conducted on December 3, 2021, for both Montalvo and Riviera pedestrian bridges and detailed bridge inspection notes and inspection photos are provided in Appendix F.

The product specification and reference documents are provided in Appendix G.

Structural Description
The existing colloquially-named Montalvo Beach Pedestrian Bridge is a single-span, prefabricated steel through-truss bridge with timber decking. The truss is approximately 6’-0” deep with a 96’-8” span. A steel plate emblem affixed to the structure indicated the bridge was fabricated in September 2006 and includes a bridge serial number of 052313P. The emblem indicates the bridge is rated for a maximum load of 2.5 tons.

Google Map Location:
https://www.google.com/maps/@33.4075641,-117.6086681,38m/data=!3m1!1e3 Latitude: 33.4075641, Longitude: -117.6086681
The existing colloquially-named Riviera Beach Pedestrian Bridge is a single-span, prefabricated steel through-truss bridge with timber decking. The truss is approximately 6’-0” deep with a 30’- 0” span. A steel plate emblem affixed to the structure indicated the bridge was fabricated in September 2006 and includes a bridge serial number of 052313Q. The emblem indicates the bridge is rated for a maximum load of 2.5 tons.

The available record drawings for both bridges are provided in Appendix H “for information only” purposes.

Google Map Location:
https://www.google.com/maps/@33.4085232,-117.6093817,63a,35y,207.9h/data=!3m1!1e3 Latitude: 33.4085232,-117.6093817

3. MEASUREMENT AND PAYMENT
Unless otherwise noted in these special provisions, all bid items for bridge structure listed per Bidding Schedule shall conform to Section 9, “Payments”, of the State Standard Specifications for measurement and payment.

The total price for clean and paint structural steel must include cost for laboratory and testing services.

No partial payment will be made for any materials on hand which are furnished but not incorporated in this work.

Special inspections and material testing for bridge construction shall be provided by the Contractor. The inspector and materials testing laboratory shall be approved by the City.

Inspections and material testing requirements, including material tests, frequencies, types, and procedures, shall conform to the State Standard Specifications. Work Area Monitoring is to be included in the costs for clean and paint structural steel.

92 DRAFT
?

4. STRUCTURAL WORK:
93 DRAFT
Add between the 1st and 2nd paragraphs of section 2-1.06B:
7KH'HSDUWPHQWPDNHVWKHIROORZLQJVXSSOHPHQWDOSURMHFWLQIRUPDWLRQDYDLODEOH
Supplemental Project Information
0HDQV 'HVFULSWLRQ
$SSHQGL[+ $V%XLOW3ODQVIRUWKH0RQWDOYRDQG5LYLHUD SHGHVWULDQEULGJHVXSHUVWUXFWXUHV
Replace Reserved in section 5-1.36C(2) with:

The utility information is not shown. Utility location activities must be concurrent with construction activities. Make arrangements with the utility owners to coordinate activities. Do not use poweroperated or power-driven excavation or boring equipment within 24 inches horizontally of the exterior surface of any subsurface facilities.

Replace Reserved in section 7-1.02K(6)(e) with:
7-1.02K(6)(e)(i) General
Section 7-1.02K(6)(e) applies to scaffolding constructed (1) over traffic, (2) on or suspended from a bridge, or (3) within a distance equal to the scaffolding height plus 6 feet from the edge of railroad bridges and ballast.

Submit 6 copies of shop drawings and 1 copy of calculations.

The shop drawings and calculations must be sealed and signed by:
(QJLQHHUZKRLVUHJLVWHUHGDVDFLYLOHQJLQHHU
,QGHSHQGHQWUHYLHZHUZKRLV

5HJLVWHUHGDVDFLYLOHQJLQHHULQWKH6WDWH
1RWHPSOR\HGE\WKHVDPHHQWLW\WKDWSUHSDUHGWKHGUDZLQJV Include in the submittal:
'HVFULSWLRQVFDOFXODWLRQVDQGYDOXHVIRUORDGVDQWLFLSDWHGGXULQJHUHFWLRQXVHDQGUHPRYDORIWKH VFDIIROGLQJ
0HWKRGVDQGHTXLSPHQWIRUHUHFWLQJPRYLQJDQGUHPRYLQJVFDIIROGLQJ 'HVLJQGHWDLOVLQFOXGLQJEROWOD\RXWVZHOGLQJGHWDLOVDQGFRQQHFWLRQVWRH[LVWLQJVWUXFWXUHV 6WUHVVVKHHWVLQFOXGLQJDVXPPDU\RIFRPSXWHGVWUHVVHVLQWKHVFDIIROGLQJDQGLQWKHFRQQHFWLRQV EHWZHHQWKHVFDIIROGLQJDQGH[LVWLQJVWUXFWXUHV7KHFRPSXWHGVWUHVVHVPXVWLQFOXGHWKHHIIHFWVRI HUHFWLRQPRYHPHQWDQGUHPRYDORIWKHVFDIIROGLQJ
If manufactured scaffolding is used, the manufacturer's name, address, and telephone number must be shown on the shop drawings.
6(&7,21

7(&+1,&$/63(&,),&$7,21
x 6HHVHFWLRQIRUPDQGDWRU\SUHELGPHHWLQJUHTXLUHPHQWV 94 DRAFT
Allow 15 days for review.

Welding must comply with AWS D1.1 for steel and AWS D1.2 for aluminum. 7-1.02K(6)(e)(ii) Bridge Scaffolding
Section 7-1.02K(6)(e)(ii) applies to scaffolding constructed on or suspended from a bridge.

The available bridge load capacity in excess of the dead and live load demand is shown in the following table. The available capacity is a uniform load across the entire bridge width and is based on the design live load shown.
%ULGJHQXPEHU $YDLODEOHEULGJH
ORDGFDSDFLW\

OEVTIW

%ULGJH
ZLGWK
IW

0RQWDOYRDQG5LYLHUD3HGHVWULDQ%ULGJHV
Live load demand used in the scaffolding calculations must not be less than the design live load values shown in the above table.

Calculations must include moment and shear force demands versus capacity during erection, movement, and removal of the scaffolding on the longitudinal girders of girder bridges and the flooring system of stringers and floor beams of truss bridges.

If you do not comply with the scaffolding staging shown, calculations must also include tension and compression force demands versus capacity of truss members of truss bridges during erection, movement, and removal of the scaffolding.

For truss-type bridges, all connections must be made through stringers, floor beams, or truss panel points, and no connections are allowed that may cause bending stresses in a truss member.

Add between the 1st and 2nd paragraphs of section 12-4.04C:

At the locations listed below, schedule operations such that pedestrian facility closure does not exceed the number of working days shown:

Location Pedestrian Facility Working Days
Montalvo and5LYLHUD3HGHVWULDQ
%ULGJHV
Montalvo and5LYLHUD
3HGHVWULDQ%ULGJHV
4
6(&7,21

7(&+1,&$/63(&,),&$7,21
95 DRAFT
Close pedestrian access to the trail at access points on both sides of the bridge work, and below the bridge.

Add to the 1st paragraph in section 14-11.13A:
7KHH[LVWLQJSDLQWV\VWHPRQ0RQWDOYRDQG5LYLHUD3HGHVWULDQ%ULGJHVZLOOEHGLVWXUEHGDVSDUWRIWKH ZRUNDFWLYLWLHV7KHSDLQWV\VWHPPD\FRQWDLQOHDG]LQFFKURPLXPRURWKHUKD]DUGRXVPDWHULDO ,QGHSHQGHQWO\HYDOXDWHWKHH[LVWLQJSDLQWXVLQJWKHFRQWUDFWRU¶VTXDOLILHG(QYLURQPHQWDO3URIHVVLRQDO Replace section 14-11.13B(3) with:
14-11.13B(3) Air Monitoring Reports
Air monitoring reports, including test results for samples taken after corrective action, must be prepared by the CIH and submitted:
2UDOO\ZLWKLQKRXUVDIWHUVDPSOLQJ
$VDQLQIRUPDWLRQDOVXEPLWWDOZLWKLQGD\VDIWHUVDPSOLQJ Air monitoring reports must include:
'DWHDQGORFDWLRQRIVDPSOHFROOHFWLRQVDPSOHQXPEHU&RQWUDFWQXPEHUEULGJHQXPEHUQDPHRI WKHVWUXFWXUHDQG'LVWULFW&RXQW\5RXWH3RVW0LOH
1DPHDQGDGGUHVVRIWKHFHUWLILHGODERUDWRU\WKDWSHUIRUPHGWKHDQDO\VHV &KDLQRIFXVWRG\GRFXPHQWDWLRQ
/LVWRIHPLVVLRQFRQWUROPHDVXUHVLQSODFHZKHQDLUVDPSOHVZHUHWDNHQ $LUVDPSOHUHVXOWVFRPSDUHGWRWKHDSSURSULDWHSHUPLVVLEOHH[SRVXUHOLPLW 3(/

&RUUHFWLYHDFWLRQUHFRPPHQGHGE\WKH&,+WRHQVXUHH[SRVXUHWRDLUERUQHPHWDOVRXWVLGH FRQWDLQPHQWV\VWHPVDQGZRUNDUHDVLVZLWKLQVSHFLILHGOLPLWV 6LJQDWXUHRIWKH&,+ZKRUHYLHZHGWKHGDWDDQGPDGHUHFRPPHQGDWLRQV Replace section 14-11.13B(4) with:
14-11.13B(4) Soil Sampling Results for Debris Containment Verification Submit test results of soil analyses verifying debris containment, including results for soil samples taken after corrective action:
2UDOO\ZLWKLQKRXUVDIWHUVDPSOLQJ
:LWKLQGD\VDIWHUVDPSOLQJ
Soil sampling results must include:
'DWHDQGORFDWLRQRIVDPSOHFROOHFWLRQVDPSOHQXPEHU&RQWUDFWQXPEHUEULGJHQXPEHUQDPHRI WKHVWUXFWXUHDQG'LVWULFW&RXQW\5RXWH3RVW0LOH
&RQFHQWUDWLRQVRIKHDY\PHWDOVH[SUHVVHGLQPJNJDQGPJ/ 1DPHDQGDGGUHVVRIWKHFHUWLILHGODERUDWRU\WKDWSHUIRUPHGWKHDQDO\VHV &KDLQRIFXVWRG\GRFXPHQWDWLRQ
6(&7,21

7(&+1,&$/63(&,),&$7,21
96 DRAFT
Replace section 14-11.13D with:
14-11.13D Work Area Monitoring
14-11.13D(1) General
Monitor the ambient air and soil in and around the work area to verify the effectiveness of the containment system. Work area monitoring includes:
&ROOHFWLQJDQDO\]LQJDQGUHSRUWLQJDLUDQGVRLOWHVWUHVXOWV 5HFRPPHQGLQJFRUUHFWLYHDFWLRQZKHQHYHUVSHFLILHGDLURUVRLOFRQFHQWUDWLRQVDUHH[FHHGHG Collect air and soil samples at locations designated by the Engineer. 14-11.13D(2) Air Monitoring
Air monitoring must be performed under the direction of a CIH.

Collect and analyze air samples to detect lead under the NIOSH Method 7082 using a detection limit of at least 0.05 μg/m
3 . Collect and analyze air samples to detect other metals under NIOSH Method 7300 using a detection limit of at least 1 percent of the appropriate PEL specified by Cal/OSHA. You may use alternative methods of sampling and analysis with equivalent detection limits.

Concentrations of airborne metals outside containment systems and work areas must not exceed any of the following:
$YHUDJHRIJP
RIDLUSHUGD\DQGJPSHUGD\RQDUROOLQJ
GD\EDVLV&DOFXODWHWKH
DYHUDJH GDLO\ FRQFHQWUDWLRQV EDVHG RQ DFFXPXODWHG PRQLWRULQJ GDWD DQG SURMHFWLRQV EDVHG RQ PRQLWRULQJWUHQGVIRUWKHQH[W
GD\VRUWRWKHHQGRIWKHZRUNVXEMHFWWRWKHOHDGFRPSOLDQFHSODQLI OHVVWKDQWKHVSHFLILHGDYHUDJLQJSHULRG
SHUFHQWRIWKHDFWLRQOHYHOVSHFLILHGIRUOHDGE\&$&RGHRI5HJV SHUFHQWRIWKHDSSURSULDWH3(/VVSHFLILHGIRURWKHUPHWDOVE\&DO26+$ Collect air samples daily during work activities that disturb the existing paint system. Air samples must be analyzed within 48 hours by a facility accredited by the Environmental Lead Laboratory Accreditation Program of the American Industrial Hygiene Association. If concentrations of airborne metals exceed allowable levels, modify the containment system or work activities to prevent further release of metals. If the CIH recommends corrective action, collect and analyze additional samples after implementing the corrective action unless ordered otherwise. 14-11.13D(3) Soil Sampling for Debris Containment
At Montalvo Pedestrian Bridge Collect 2 soil samples before starting work and collect 2 soil samples within 36 hours after cleaning existing steel. A soil sample consists of 5 plugs, each 3/4 inch in diameter and 1/2 inch deep, taken at each corner and center of a 1 sq yd area. 7KHFRQWUDFWRU¶VTXDOLILHG(QYLURQPHQWDO3URIHVVLRQDOVKDOOGHILQHWKHKD]DUGRXVPDWHULDOVWREHWHVWHG Analyze soil samples for:
7RWDOKD]DUGRXVPDWHULDOVE\86(3$0HWKRG%RU86(3$0HWKRGVHULHV 6ROXEOHKD]DUGRXVPDWHULDOVE\&DOLIRUQLD:DVWH([WUDFWLRQ7HVW &$:(7

63(&,),&$7,21
97 DRAFT
RWKHUKD]DUGRXVPDWHULDOUHPRYDODQGGLVSRVDOVKDOOEHSHUIRUPHGLQDFFRUGDQFHZLWK&DOLIRUQLD&RGHRI 5HJXODWLRQ7LWOH6HFWLRQDQG7LWOH6XEFKDSWHU &RQVWUXFWLRQ6DIHW\2UGHUV$UWLFOH
'XVWV
)XPHV0LVWV9DSRUVDQG*DVHVZKLFKVSHFLILHVH[SRVXUHOLPLWVH[SRVXUHPRQLWRULQJDQGUHVSLUDWRU\ SURWHFWLRQ DQG PDQGDWHV JRRG ZRUNHU SUDFWLFHV E\ ZRUNHUV H[SRVHG WR OHDG DQG RWKHU KD]DUGRXV PDWHULDOV
The laboratory that analyzes the samples must be certified by the SWRCB's ELAP for all analyses to be performed.

Concentrations of heavy metals in the work area's soil must not increase when the existing paint system is disturbed. If soil sampling shows an increase in the concentrations of heavy metals after completing the work:
&OHDQWKHDIIHFWHGDUHD
5HVDPSOHXQWLOVRLOVDPSOLQJDQGWHVWLQJVKRZVFRQFHQWUDWLRQVRIKHDY\PHWDOVOHVVWKDQRUHTXDOWR WKHFRQFHQWUDWLRQVFROOHFWHGEHIRUHWKHVWDUWRIZRUN
Add to the end of the 1st paragraph of section 14-11.13F:
7KHKD]DUGRXVPDWHULDOVWREHWHVWHGVKDOOEHGHILQHGE\DE\DTXDOLILHG(QYLURQPHQWDO3URIHVVLRQDO This waste characterization testing must include:
7RWDOKD]DUGRXVPDWHULDOVE\86(3$0HWKRG%
6ROXEOHKD]DUGRXVPDWHULDOVE\&DOLIRUQLD:DVWH([WUDFWLRQ7HVW &$:(7

6ROXEOHKD]DUGRXVPDWHULDOVE\7R[LFLW\&KDUDFWHULVWLF/HDFKLQJ3URFHGXUH 7&/3

,QGHSHQGHQWO\ HYDOXDWH WKH SDLQW ZDVWH XVLQJ WKH &RQWUDFWRU¶V TXDOLILHG (QYLURQPHQWDO 3URIHVVLRQDO ,I OHDGEDVHG SDLQW RU RWKHU KD]DUGRXVPDWHULDOV DUH IRXQG DEDWHPHQW VKDOO EH FRPSOHWHG E\ D TXDOLILHG /HDG6SHFLDOLVW SULRUWR DQ\ DFWLYLWLHVWKDWZRXOG FUHDWH OHDG GXVW RUIXPH KD]DUG /HDGEDVHG SDLQW RU RWKHUKD]DUGRXVPDWHULDOUHPRYDODQGGLVSRVDOVKDOOEHSHUIRUPHGLQDFFRUGDQFHZLWK&DOLIRUQLD&RGHRI 5HJXODWLRQ7LWOH6HFWLRQDQG7LWOH6XEFKDSWHU &RQVWUXFWLRQ6DIHW\2UGHUV$UWLFOH
'XVWV
)XPHV0LVWV9DSRUVDQG*DVHVZKLFKVSHFLILHVH[SRVXUHOLPLWVH[SRVXUHPRQLWRULQJDQGUHVSLUDWRU\ SURWHFWLRQ DQG PDQGDWHV JRRG ZRUNHU SUDFWLFHV E\ ZRUNHUV H[SRVHG WR OHDG DQG RWKHU KD]DUGRXV PDWHULDOV
Add to the beginning of section 14-11.13G(2):

After the Engineer accepts the waste characterization test results, dispose of the debris:
:LWKLQGD\VDIWHUDFFXPXODWLQJOERIGHEULV
$WD'76&SHUPLWWHG&ODVV,IDFLOLW\ORFDWHGLQ&DOLIRUQLD Make all arrangements with the operator of the disposal facility.

If less than 220 lb of hazardous waste is generated in total, dispose of it within 30 days after the start of the accumulation of the debris.
6(&7,21

7(&+1,&$/63(&,),&$7,21
98 DRAFT
Add to section 17-2.03A:

Clear and grub &LW\-owned propertyDVQHHGHGIRUFRPSOHWLRQRIWKHZRUN. Do not use the &LW\ -owned property after clearing and grubbing is complete unless authorized.

Replace the 4th paragraph in section 17-2.03A with:

Clear and grub vegetation WRDPD[LPXPRIIHHWZLWKLQWKHEULGJHOLPLWV. 6(&7,21

7(&+1,&$/63(&,),&$7,21
99 DRAFT
Add to section 59-2.01A(1):
&OHDQ EODVW FOHDQ WR EDUH PHWDO DQG SDLQW DOO VWHHO VXUIDFHV RI WKH H[LVWLQJ 0RQWDOYR DQG 5LYLHUD 3HGHVWULDQ%ULGJHVZLWKWKHFRDWLQJV\VWHPVSHFLILHGLQWKHIROORZLQJWDEOH7KHFRDWLQJV\VWHPVPXVW FRPSO\ZLWKWKHUHTXLUHPHQWVVKRZQLQWKHIROORZLQJWDEOH
Coating System Requirements for Montalvo and Riviera Pedestrian Bridges 6XUIDFH 'HVFULSWLRQ &RDWLQJ 0LQLPXP'U\ILOP
WKLFNQHVV
0')7

PLOV

6XUIDFHVFOHDQHGWR
EDUHPHWDO VWXQGHUFRDW
3ULPH
&RDW

2UJDQLF=LQF5LFK(SR[\
&DUER]LQF
92&RU
DSSURYHGHTXDO
±
QGXQGHUFRDW

,QWHUPHGLDWH&RDW

&\FORDOLSKDWLF$PLQH(SR[\
&DUERJXDUG
92&RU
DSSURYHGHTXDO
±
GRQRW
H[FHHGRYHU
PLOV

)LQLVKFRDW
$OLSKDWLF$FU\OLF3RO\HVWHU
3RO\XUHWKDQH
&DUERWKDQH0&RU
DSSURYHGHTXDO
±
7RWDOWKLFNQHVVDOO
FRDWV ±
Add to section 59-2.01A(3)(a):

Submit certification showing the combined three-part coating systems at Montalvo and Riviera Pedestrian Bridges has previous test panels meeting the requirements of ISO 12944-6 for Category C5M High Durability, and passing the requirements shown in the following tables:

ISO 6270 Water Condensation
4XDOLW\FKDUDFWHULVWLF 7HVWPHWKRG ,62

6HFWLRQ
5HTXLUHPHQWV
%OLVWHULQJ ,62
6

5XVWLQJ ,62 5L
&UDFNLQJ ,62
6

)ODNLQJ ,62
6

3XOO2II9DOXH ,62 $%

8QOHVV
3XOO2II9DOXHLV
03DRUPRUH )DLOXUH0RGH ,62

$%
$GKHVLYHEUHDNDWWKHVXEVWUDWH%
&RKHVLYHEUHDNZLWKLQWKHVWFRDW
ISO 7253 Salt Fog
6(&7,21
7(&+1,&$/63(&,),&$7,21
100
DRAFT
4XDOLW\FKDUDFWHULVWLF 7HVWPHWKRG ,62

6HFWLRQ
5HTXLUHPHQWV
%OLVWHULQJ ,62
6

5XVWLQJ ,62 5L
&UDFNLQJ ,62
6

)ODNLQJ ,62
6

3XOO2II9DOXH ,62 $%

8QOHVV
3XOO2II9DOXHLV
03DRUPRUH )DLOXUH0RGH ,62
&RUURVLRQ ,62$ PP

$%
$GKHVLYHEUHDNDWWKHVXEVWUDWH
Replace Reserved in section 59-2.01A(3)(b) with:

Submit proof of each required SSPC-QP certification as specified in section 8-1.04C. Required certifications are:
663&43
663&43&DWHJRU\$
Instead of submitting proof of SSPC-QP 1 certification, you may submit documentation with your painting quality work plan showing compliance with the requirements in section 3 of SSPC-QP 1.

Regardless of the option you select, submit proof of CAS certifications as specified in section 59-

2.01A(3)(c).

Add after the 1st sentence of the 1st paragraph of section 59-2.01C(3)(b)(i):

Add to section 59-2.01C(3)(b)(i):

Clean inside surfaces of bolt holes under SSPC-SP 1 and remove visible rust.

Add to section 59-2.01C(3)(b)(ii):

Blast clean all steel surfaces of Montalvo and Riviera Pedestrian Bridges under SSPC-SP 10/NACE no.

2. After blast cleaning, surfaces must have a dense, uniform, angular anchor pattern of 1.0 to 3.0 mils when measured under ASTM D4417.

Add to section 59-2.01C(4)(b)(i):

Coat the inside surfaces of bolt holes cleaned under SSPC-SP 1 with 1 coat of organic zinc primer after applying the undercoat to adjacent steel surfaces. Protect the adjacent undercoated surfaces from the organic zinc primer.

Add to section 59-2.01C(4)(b)(iv):
6(&7,21 7(&+1,&$/63(&,),&$7,21
101
----------------------------------------------------------- DRAFT
For Montalvo and5LYLHUD3HGHVWULDQ%ULGJHV the 1st finish coat must match color no. 10219 of FED-STD 595. The 2nd finish coat must match color no. 10219 of FED-STD 595. 6XEPLWFRORUVDPSOHVIRUWKHVW DQGQGILQLVKFRDWVWRWKH&LW\SULRUWRRUGHULQJ
Replace section 60-1.03 with:
60-1.03 CONSTRUCTION
Protect existing bridge monuments and signage, including bridge identification and year constructed.

Affix bridge signage to superstructure at the original location if this is removed during the cleaning and painting work.

Add Section 91-2.02D:
91-2.02D Coatings for Montalvo and Riviera Pedestrian Bridges Organic zinc-rich epoxy coating must comply with the requirements shown in the following table:
4XDOLW\FKDUDFWHULVWLF 7HVWPHWKRG 5HTXLUHPHQW
0HWDOOLF]LQFLQGU\ILOP
PLQSHUFHQW
$670'
92&FRQWHQW
PD[J/
$670'

'U\WLPHVDWGHJUHHV)DKUHQKHLW

'U\WR7RSFRDW
PD[PLQXWHV

'U\WR+DQGOH
PD[KRXUV

$670'
$670'

,PSDFW*DUGQHU,PSDFW7HVWHU'LUHFW

LQWUXVLRQ
RYHUVWHHO
PLQLQFK
SRXQGV

$670'

$GKHVLRQ
PLQ3QHXPDWLF
$670'
)OH[LELOLW\
PLQ
$670' !
,PPHUVLRQLQ6DOW:DWHU
VRGLXP

FKORULGH
DW)GD\V
$670'
QRUXVWLQJLQWKH
VFULEH

DQGQREOLVWHULQJ
VRIWHQLQJRU
GLVFRORUDWLRQ
6OLS&RHIILFLHQW%ODVWHG6WHHO2QH&RDW

8SWR
$670$
0HHWV&ODVV%
5DWLQJ
Cycloaliphatic amine epoxy coating must comply with the requirements shown in the following table:
4XDOLW\FKDUDFWHULVWLF 7HVWPHWKRG 5HTXLUHPHQW
92&FRQWHQW
PD[J/
$670'

'U\WLPHVDWGHJUHHV
)DKUHQKHLW

'U\WR5HFRDW
PD[KRXUV

'U\WR5HFRDW 7RSFRDWZLWK
RWKHUILQLVKHV
PD[KRXUV

)LQDO&XUH
PD[GD\V

$670'
$670'
$670'

6(&7,21
7(&+1,&$/63(&,),&$7,21
102
DRAFT
Aliphatic Acrylic-Polyester Polyurethane coating must comply with the requirements shown in the following table:
4XDOLW\FKDUDFWHULVWLF 7HVWPHWKRG 5HTXLUHPHQW
92&FRQWHQW
PD[J/
$670'

'U\WLPHVDWGHJUHHV
)DKUHQKHLW

'U\WR+DQGOH
PD[KRXUV

'U\WR5HFRDW 7RSFRDWZLWK
RWKHUILQLVKHV
PD[KRXUV

)LQDO&XUH
PD[GD\V

$670'
$670'
$670'

6(&7,21
7(&+1,&$/63(&,),&$7,21
103
DRAFT
?

6(&7,21
7(&+1,&$/63(&,),&$7,216

END OF TECHNICAL SPECIFICATIONS

104
DRAFT
APPENDIX “A”

PROJECT SITE LOCATION MAP
City Project No. 23802
105
DRAFT

CLE LASUEN

AVE ALESSANDRO

CLE DE LOS ALAMOS

AVE LA COSTA

AVE LOBEIRO

AVE MONTALVO

PLAZA A LA PLAYA

CLE CAPRI

AVE DE LA RIVIERA
A. T. & S. F. R. R.

AVE S
CLE
A
R
CLE

MONTE CRISTO
CLE
MONACO
CLE

LAS PALMAS
CLE

MONTE CARLO
CLE

MADIERA
CLE

MAJORCA

PACIFIC OCEAN

PACIFIC OCEAN
SAN CL
STATE

AT&SF RR
Montalvo and Riviera Pedestrian
Coating Replacement Project
127726&$/(
PN 23802

PROJECT

LOCATIONS
106
::I!
IL
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316
DRAFT
APPENDIX “B”

MONTALVO PEDESTRIAN BRIDGES

COATING REPLACEMENT PROJECT

MAINTENANCE PLAN
City Project No. 23802
107
DRAFT
2 5 Hutton Centre Drive,Suite 500,Santa Ana, CA 92707
Phone: (949) 472-3505MBAKERINTL.COM

MONTALVO AND RIVIERA PEDESTRIAN BRIDGES

COATING REPLACEMENT PROJECT
Project No. 23802 S-2

MONTALVO BEACH PEDESTRIAN BRIDGE GENERAL PLAN
PLAN
CONSTRUCTION NOTES FOR PEDESTRIAN BRIDGE MAINTENANCE:
“ ”
GENERAL NOTES:

ALL
3 3. SEE SHEET S-3 FOR AN OPTIONAL SPLICE PLATE DETAIL FORMONTALVO BRIDGE, WHICH MAY BE USED IN COMBINATIONWITH OR IN LIEU OF A TEMPORARY SUPPORT FOR THECONVENIENCE OF THE CONTRACTOR 108
Michael Baker

INTERNATIONAL
n--
. /R/W A.T.S.F.(
1 _ OWNER: OCTA
------
SCALE~o·-o·
DESIGNED BY : CH
CHECKED BY : --
o-~-~---------------~
OESCRIPTION APPROVEO :
~ ---+----------------+----------------1
REVISIONS R E F E R E N C E S A P P R O V A L S KIEL KOGER RCE 63974 OEPUTY PUBLIC WORKS DIRECTOR G) SURFACE PREPARATION OF STEEL TRUSS:
o. REMOVE TIMBER DECKING. REINSTALL AFTER COATING.
b. REMOVE CABLE WIRES. ANCHORS, ANCHOR CAPS. ANCHOR NUTS AND WASHERS, AND GASKETS. REINSTALL CABLE WIRES. ANCHORS, ANCHOR CAPS, AND ANCHOR NUTS AND WASHERS AFTER COATING AND REPLACE ALL GASKETS.

PRESSURE WATER WASH STEEL SURFACE AT 10,000 PSI (MIN) TO REMOVE CHLORIDE SALTS. PERFORM CHLORIDE TESTING ON EXPOSED AREAS TO VERIFY CONCENTRATION IS WITHIN ACCEPTABLE LEVELS PER ISO 8502-6 ANO 8502-9.
d. ABRASIVE BLAST CLEAN PER SSPS-SP-10 (NEAR WHITE METAL BLAST CLEANING). @ COATING OF STEEL TRUSS:
1ST UNDERCOAT (PRIME COAT): APPLY ORGANIC ZINC RICH EPOXY, CARBOZINC 859 voe OR APPROVED EQUAL. AT 3.5-5.0 MILS MINIMUM DRY FILM THICKNESS (MDFT). b. 2ND UNDERCOAT (INTERMEDIATE COAT): CYCLOALIPHATIC AMINE EPOXY, CARBOGUARD 890 voe OR APPROVED EQUAL, AT 6.5-8.0 MILS (DO NOT EXCEED OVER 10 MILS} MINIMUM DRY FILM THICKNESS (MOFT).
c. FINISH COAT: APPLY ALIPHATIC ACRYLIC-POLYESTER POLYURETHANE, CARBOTHANE 133 MC OR APPROVED EQUAL, AT 3.0-5.0 MILS MINIMUM DRY FILM THICKNESS (MDFT). d. TOTAL THICKNESS, ALL COATS, 13.0- 18.0 MILS MINIMUM DRY FILM THICKNESS (MDFT). e. REPLACE ANCHOR BOLTS IN BOTTOM CHORD SPLICE PLATE AT MONTALVO BEACH PEDESTRIAN BRIDGE. ANCHOR BOLTS MUST BE ASH-4 A325 TYPE 3 AND SHALL BE TIGHTENED BY TURN OF THE NUT METHOD TO OBTAIN PROPER TORQUE.

Al TERNATE ITEMS·

3. REPLACE EXISTING DAMAGED OR CORRODED 3/4" INCH BOLTS WITH ALL NEW BOLTS, NUTS, AND WASHERS. BOLTS MUST BE HEAVY HEX ASTM A325 TYPE 3.

5. REPLACE 9 111 16EB 9R lill55lt~8 CABLE WIRES, ANCHORS, ANCHOR CAPS AND ANCHOR NUTS AND WASHERS. NEW CABLE RAILINGS AND ASSEMBLIES TO HAVE 3/16-INCH DIAMETER CABLE, 7X7 CONSTRUCTION. STAINLESS STEEL (S.S.) AIRCRAFT CABLE WITH A STAINLESS STEEL THREADED TERMINAL FACTORY ATTACHED TO ONE END, WITH ONE S.S. STEEL FLAT WASHER. TWO S.S. HEX NUTS, 1 S.S. CAP NUT, AND 1 ALUMINUM ALLOW QUICK- CONNECT FITTING OR EQUAL WITH EACH ASSEMBLY.

6. NEW STRUCTURAL STEEL SHALL BE WEATHERING STEEL WITH A MINIMUM YIELD STRENGTH OF 50 ksi.

7. DAMAGED TIMBER DECKING SHALL BE REPLACED WITH 2x10 IPE HARDWOOD, 545, E4E PLANKS,

OR APPROVED EQUAL

8. REPLACE MISSING BOLTS IN DECKING.

9. CLEAR AREAS AT ABUTMENTS, BEARINGS PLATES, ANCHOR BOLTS, AND THE BOTTOM CHORDS OF BRIDGES CLEAN AND CLEAR OF SOIL AND DEBRIS WITHIN 18 INCHES TO 24 INCHES IN ALL DIRECTIONS.

10. ENSURE SOIL OR DIRT IS NOT LEFT IN CONTACT WITH ANY STEEL SURFACES. 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

2. THIS PLAN IS INTENDED FOR GENERAL LOCATION ONLY
t==~=~=~~~==~==~=]
~-~
I I 1· - 10·-o· '
f----------------------l'SHEET ____ _

CITY OF SAN CLEMENTE
\ \ IRVICA1FS1 .bkr.mbakercorp.com\HROOT\pda t a\187104\CADD\Stru c \Dlv\191924-S- 02.dwg 10/12/22 - 11, 05cm Raymond.Lim DRAFT
2 MONTALVO AND RIVIERA PEDESTRIAN BRIDGES

COATING REPLACEMENT PROJECT
Project No. 23802 S-1

RIVIERA BEACH PEDESTRIAN BRIDGE GENERAL PLAN
S-3
3 NOTE: BOTTOM CHORD SHOWN, TOP CHORD SIMILAR
NOTES:1. THIS TEMPORARY CONNECTION IS DESIGNED FOR
A) THE SELF WEIGHT OF THE TRUSS AND 100 POUNDS PER SQUARE FOOT OF LIVE LOAD.B) 100 PSF DEAD AND LIVE LOAD PLUS 15 PSF HORIZONTAL WIND LOAD

2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 7-1.02K(6)(e)(ii) "BridgeScaffolding" OF THE TECHNICAL SPECIFICATIONS FOR TEMPORARY SUPPORT ORALTERNATIVE CONNECTIONS.3. ALTERNATIVE SUPPORT AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTORPER THE TECHNICAL SPECIFICATIONS4. ALL EXPOSED EDGES OF TEMPORARY SPLICE PLATE SHALL BE GROUND SMOOTH5. NEW TEMPORARY STEEL SPLICE PLATE SHALL BE WEATHERING STEEL WITH A MINIMUMYIELD STRENGTH OF 50 KSI AND ULTIMATE TENSILE STRENGTH OF 70 KSI.6. TEMPORARY STEEL SPLICE PLATE MAY BE LEFT IN PLACE OR REMOVED AFTERPERMANENT / EXISTING SPLICE PLATE IS COATED OR REPLACED, THIS STAGING TO BECOORDINATED BY THE CONTRACTOR WITH TRUSS AND CONNECTION COATINGOPERATIONS. COAT TEMPORARY SPLICE PLATE PER PROJECT REQUIREMENTS IF IT WILLREMAIN IN PLACE.7. THIS DETAIL IS PROVIDED FOR CONVENIENCE, AT THE OPTION OF THE CONTRACTOR.THIS DETAIL OR ALTERNATIVE METHODS MAY REQUIRE ADJUSTMENT OR MODIFICATION ASREQUIRED AND APPROVED TO FACILITATE RECOATING OR REPLACEMENT OF THEPERMANENT SPLICE PLATE, AND INSTALLATION OF NEW BOLTS, NUTS, AND WASHERS. 1/4 1/4
5 Hutton Centre Drive,Suite 500,Santa Ana, CA 92707
Phone: (949) 472-3505MBAKERINTL.COM
11/2/2022
109
---
(CS 2)
SECTION •••
r,;-,i-
@ SPLICE @
•Hoe NOT£1
Tadl WIid Nutll to QMlnl Spflce Plot.

SECTION
l:t i""' ,·cm. _!>e~r
C 1;."l'(r! /i\J.~
'TJW'7'.> [1''f P .J
~0011"-l<.WIH.., ?i.,-- (9..- iofl
eo'7'"fo,..( l-Hcri{)
/--~,<:(~"ti~
~-~- F 11 --==--=-&/ -~X::~rr=---'~: r--1 II [-·, ft,rl'{> &)t,'T<;. NO( rjc l I ~t===-otL- I r 1 _L°__~ I JI _..__ o-~ ~,-t,~~IIJ_ ~II] --:-1f-= ==-t-·- c= - =--=-·-.J
"'2. 1( I( f
. ii.. :;1~ l'- If 1'"2,'•f -
0 W,..M\'c)<IA-f'-'1 , f'\.-,1 er;;.-- ft... ~--r A-l l-- 0~'"'" Michael Baker

INTERNATIONAL
DRAWING NO:

I I SHEET

CITY OF SAN CLEMENTE OF
DRAFT
APPENDIX “C”

RIVIERA PEDESTRIAN BRIDGES

COATING REPLACEMENT PROJECT

MAINTENANCE PLAN
City Project No. 23802
110
DRAFT
2 5 Hutton Centre Drive,Suite 500,Santa Ana, CA 92707
Phone: (949) 472-3505MBAKERINTL.COM

MONTALVO AND RIVIERA PEDESTRIAN BRIDGES

COATING REPLACEMENT PROJECT
Project No. 23802 S-1

RIVIERA BEACH PEDESTRIAN BRIDGE GENERAL PLAN
PLAN
CONSTRUCTION NOTES FOR PEDESTRIAN BRIDGE MAINTENACE:
“ ”
GENERAL NOTES:

ALL
3 MAINTENANCE
111
Michael Baker

INTERNATIONAL
n--
J_R/W A.T.S.F.(B.N.S.F.) RAILROAD OWNER: OCTA
----- ----------1
I
SCALE~o·-o·
DESIGNED BY :CH
CHECKED BY : --
o-~-~---------------~
DESCRIPTION APPROVED :
~ ---+----------------+----------------1
REVISIONS R E F E R E N C E S A P P R O V A L S KIEL KOGER RCE 63974 DEPUTY PUBLIC WORKS DIRECTOR G) SURFACE PREPARATION OF STEEL TRUSS:

REMOVE TIMBER DECKING. REINSTALL AFTER COATING.
b. REMOVE CABLE WIRES. ANCHORS, ANCHOR CAPS. ANCHOR NUTS AND WASHERS, AND GASKETS. REINSTALL CABLE WIRES. ANCHORS, ANCHOR CAPS, AND ANCHOR NUTS AND WASHERS AFTER COATING ANO REPLACE ALL GASKETS.

PRESSURE WATER WASH STEEL SURFACE AT 10,000 PSI (MIN) TO REMOVE CHLORIDE SALTS. PERFORM CHLORIDE TESTING ON EXPOSED AREAS TO VERIFY CONCENTRATION IS WITHIN ACCEPTABLE LEVELS PER ISO 8502-6 AND 8502-9.
d. ABRASIVE BLAST CLEAN PER SSPS-SP-10 (NEAR WHITE METAL BLAST CLEANING). @ COATING OF STEEL TRUSS:
1ST UNDERCOAT (PRIME COAT): APPLY ORGANIC ZINC RICH EPOXY, CARBOZINC 859 voe OR APPROVED EQUAL. AT 3.5-5.0 MILS MINIMUM DRY FILM THICKNESS (MOFT). b. 2ND UNDERCOAT (INTERMEDIATE COAT): CYCLOALIPHATIC AMINE EPOXY, CARBOGUARD 890 voe OR APPROVED EQUAL, AT 6.5-8.0 MILS (DO NOT EXCEED OVER 10 MILS} MINIMUM ORY FILM THICKNESS (MDFT).
c, FINISH COAT: APPLY ALIPHATIC ACRYLIC-POLYESTER POLYURETHANE, CARBOTHANE 133 MC OR APPROVED EQUAL, AT 3.0-5.0 MILS MINIMUM DRY FILM THICKNESS (MDFT). d. TOTAL THICKNESS, All COATS, 13.D- 18.0 MILS MINIMUM DRY FILM THICKNESS (MDFT).

Al TERNATE ITEMS·

3. REPLACE EXISTING DAMAGED OR CORRODED 3/4- INCH BOLTS WITH All NEW BOLTS, NUTS, AND WASHERS. BOLTS MUST BE HEAVY HEX ASTM A325 TYPE 3.

4. REPLACE EXISTING DAMAGED OR CORRODED 1/4- INCH BOLTS WITH All NEW HEAVY HEX

5. REPLACE B•lb 6EB SR 111591148 CABLE WIRES. ANCHORS, ANCHOR CAPS, AND ANCHOR NUTS AND WASHERS. NEW CABLE RAILINGS AND ASSEMBLIES TO HAVE 3/16-INCH DIAMETER CABLE, 7X7 CONSTRUCTION, STAINLESS STEEL (S.S.) AIRCRAFT CABLE WITH A STAINLESS STEEL THREADED TERMINAL FACTORY ATTACHED TO ONE END, WITH ONE S.S. STEEL FLAT WASHER, lWO S.S. HEX NUTS, 1 S.S. CAP NUT, AND 1 ALUMINUM ALLOW QUICK-CONNECT FITTING OR EQUAL WITH EACH ASSEMBLY.

6. NEW STRUCTURAL STEEL SHALL BE WEATHERING STEEL WITH A MINIMUM YIELD STRENGTH OF 50 ksi.

7. DAMAGED TIMBER DECKING SHALL BE REPLACED WITH 2x10 IPE HARDWOOD, S4S, E4E PLANKS, OR APPROVED EQUAL.

8. REPLACE MISSING BOLTS IN DECKING.

9. CLEAR AREAS AT ABUTMENTS, BEARINGS PLATES, ANCHOR BOLTS, AND THE BOTTOM CHORDS OF BRIDGES CLEAN ANO CLEAR OF SOIL ANO DEBRIS WITHIN 18 INCHES TO 24 INCHES IN ALL DIRECTIONS.

10. ENSURE SOIL OR DIRT IS NOT LEFT IN CONTACT WITH ANY STEEL SURFACES. 1. THE CONTRACTOR SHALL VERIFY All CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL.

2. THIS PLAN IS INTENDED FOR GENERAL LOCATION ONLY

CITY OF SAN CLEMENTE
\ \ IRVICA1FS1 .bkr.mbakercorp.com\HROOT\pdat a\187104\CADD\Stru c\Dlv\191924-S-01 .dwg 1 0/12/22 - 11: 04cm Raymond.Lim DRAFT
APPENDIX “D”

INSURANCE REQUIREMENTS
City Project No. 23802
112
DRAFT
?

$33(1',;'
,1685$1&(5(48,5(0(176

APPENDIX D

INSURANCE REQUIREMENTS

1. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE &RQWUDFWRU VKDOOPDLQWDLQ:RUNHUV¶&RPSHQVDWLRQ,QVXUDQFH 6WDWXWRU\/LPLWV
DQG(PSOR\HU¶V
/LDELOLW\,QVXUDQFH
ZLWKOLPLWVRIDWOHDVW
IRU&RQWUDFWRU¶VHPSOR\HHVLQDFFRUGDQFH
ZLWKWKHODZVRIWKH6WDWHRI&DOLIRUQLD6HFWLRQRIWKH/DERU&RGH,QDGGLWLRQ&RQWUDFWRU VKDOO UHTXLUH HDFK VXEFRQWUDFWRU WR VLPLODUO\ PDLQWDLQ:RUNHUV¶ &RPSHQVDWLRQ ,QVXUDQFH DQG (PSOR\HU¶V/LDELOLW\,QVXUDQFHLQDFFRUGDQFHZLWKWKHODZVRIWKH6WDWHRI&DOLIRUQLD6HFWLRQ IRUDOORIWKHVXEFRQWUDFWRU¶VHPSOR\HHV
&RQWUDFWRUVKDOOVXEPLWWR&LW\DORQJZLWKWKHFHUWLILFDWHRILQVXUDQFHD:DLYHURI6XEURJDWLRQ HQGRUVHPHQWLQIDYRURI&LW\LWVRIILFLDOVRIILFHUVHPSOR\HHVDJHQWVDQGYROXQWHHUV&RPSDQ\ RU FRPSDQLHV SURYLGLQJ LQVXUDQFH FRYHUDJH VKDOO EH DFFHSWDEOH WR &LW\ LI LQ WKH IRUP DQG FRYHUDJHDVVHWIRUWKLQWKH&RQWUDFW'RFXPHQWV

2. COMMERCIAL GENERAL LIABILITY INSURANCE
D &RQWUDFWRUVKDOOSURFXUHDQGPDLQWDLQGXULQJWKHOLIHRIWKLV&RQWUDFWDQGIRUVXFK RWKHU SHULRG DV PD\ EH UHTXLUHG KHUHLQ DW LWV VROH H[SHQVH RFFXUUHQFH IRUP &RPPHUFLDO*HQHUDO/LDELOLW\LQVXUDQFHFRYHUDJHDWOHDVWDVEURDGDVWKHPRVW FXUUHQW ,62 &*/ )RUP LQFOXGLQJ EXW QRW OLPLWHG WR SUHPLVHV OLDELOLW\ FRQWUDFWXDO OLDELOLW\ SURGXFWVFRPSOHWHG RSHUDWLRQV LI DSSOLFDEOH SHUVRQDO DQG DGYHUWLVLQJLQMXU\ZKLFKPD\DULVHIURPRURXWRI&RQWUDFWRU¶VRSHUDWLRQVXVHDQG PDQDJHPHQWRIWKH3URMHFWVLWHRUWKHSHUIRUPDQFHRILWVREOLJDWLRQVKHUHXQGHU 3ROLF\OLPLWVVKDOOQRWEHOHVVWKDQSHURFFXUUHQFHJHQHUDO DJJUHJDWHIRUERGLO\LQMXU\SHUVRQDOLQMXU\DQGSURSHUW\GDPDJHLQFOXGLQJZLWKRXW OLPLWDWLRQ EODQNHW FRQWUDFWXDO OLDELOLW\ DQG D FRPSOHWHG RSHUDWLRQV DJJUHJDWH >

3/($6( 127( 7+$7 7+,6 $02817 0$< 1((' 72 %(
$'-867(' 83:$5' '(3(1',1* 21 7+( 1$785( $1' 6&23( 2) 7+( :25. 72 %( 3(5)250(' ,1685$1&( &29(5$*( 6+28/' %( (9$/8$7('21$&$6(%<&$6(%$6,6$/:$<6'(/(7(7+,6%2;

@
'HIHQVHFRVWVVKDOOEHSDLGLQDGGLWLRQWRWKHOLPLWV
E 6XFKSROLF\VKDOOFRPSO\ZLWKDOOWKHUHTXLUHPHQWVRIWKLV$UWLFOH7KHOLPLWVVHWIRUWK KHUHLQVKDOODSSO\VHSDUDWHO\WRHDFKLQVXUHGDJDLQVWZKRPFODLPVDUHPDGHRU VXLWVDUHEURXJKWH[FHSWZLWKUHVSHFWWRWKHOLPLWVRIOLDELOLW\)XUWKHUWKHOLPLWVVHW IRUWKKHUHLQVKDOOQRWEHFRQVWUXHGWRUHOLHYHWKH&RQWUDFWRUIURPOLDELOLW\LQH[FHVV RIVXFKFRYHUDJHQRUVKDOOLWOLPLW&RQWUDFWRU¶VLQGHPQLILFDWLRQREOLJDWLRQVWR&LW\ DQGVKDOOQRWSUHFOXGH&LW\IURPWDNLQJVXFKRWKHUDFWLRQVDYDLODEOHWR&LW\XQGHU RWKHUSURYLVLRQVRIWKH&RQWUDFW'RFXPHQWVRUODZ
F &RQWUDFWRUVKDOOPDNHFHUWDLQWKDWDQ\DQGDOOVXEFRQWUDFWRUVKLUHGE\&RQWUDFWRU DUHLQVXUHGLQDFFRUGDQFHZLWKWKLV&RQWUDFW,IDQ\VXEFRQWUDFWRU¶VFRYHUDJHGRHV QRWFRPSO\ZLWKWKHIRUHJRLQJSURYLVLRQV&RQWUDFWRUVKDOOLQGHPQLI\DQGKROG&LW\ KDUPOHVV IURP DQ\ GDPDJH ORVV FRVW RU H[SHQVH LQFOXGLQJ DWWRUQH\V¶ IHHV LQFXUUHGE\&LW\DVDUHVXOWWKHUHRI
113
DRAFT
?

$33(1',;'
,1685$1&(5(48,5(0(176
G $OOJHQHUDOOLDELOLW\SROLFLHVSURYLGHGSXUVXDQWWRWKHSURYLVLRQVRIWKLV$UWLFOHVKDOO FRPSO\ZLWKWKHSURYLVLRQVRIWKH&RQWUDFW'RFXPHQWV
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
DQ\ DJJUHJDWH OLPLW KDV EHHQ SDLG RU UHVHUYHG &LW\ PD\ UHTXLUH DGGLWLRQDO FRYHUDJH WR EH SXUFKDVHG E\ &RQWUDFWRU WR UHVWRUH WKH UHTXLUHG OLPLWV $Q\ XPEUHOODSROLF\VKDOO³IROORZIRUP´WRWKHXQGHUO\LQJSULPDU\SROLFLHV

3. AUTOMOBILE LIABILITY INSURANCE
&RQWUDFWRUVKDOOWDNHRXWDQGPDLQWDLQDWDOOWLPHVGXULQJWKHWHUPRIWKLV&RQWUDFW$XWRPRELOH /LDELOLW\ ,QVXUDQFH DW OHDVW DV EURDG DV ,62 &$ $Q\ $XWR
FRYHULQJ ERGLO\ LQMXU\ DQG
SURSHUW\GDPDJHIRUDOODFWLYLWLHVRIWKH&RQWUDFWRUDULVLQJRXWRIRULQFRQQHFWLRQZLWK:RUNWREH SHUIRUPHGXQGHUWKHVH&RQWUDFW'RFXPHQWVLQFOXGLQJFRYHUDJHIRUDQ\RZQHGKLUHGQRQRZQHG RUUHQWHGYHKLFOHVLQDQDPRXQWQRWOHVVWKDQFRPELQHGVLQJOHOLPLWIRUHDFKDFFLGHQW 6XFKLQVXUDQFHVKDOOEHSURYLGHGLQDIRUPDQGZLWKLQVXUDQFHFRPSDQLHVDFFHSWDEOHWR&LW\DQG FRPSO\ZLWKWKHSURYLVLRQVRI6HFWLRQEHORZ

4. CONTRACTORS POLLUTION LIABILITY. [OPTIONAL: INCLUDE THE FOLLOWING PROVISION IF THERE IS POLLUTION LIABILITY EXPOSURE; OTHERWISE, ALWAYS DELETE]
&RQWUDFWRUV 3ROOXWLRQ /LDELOLW\ ,QVXUDQFH FRYHULQJ DOO RI WKH &RQWUDFWRU V RSHUDWLRQV WR LQFOXGH
RQVLWH DQG RIIVLWH FRYHUDJH IRU ERGLO\ LQMXU\
LQFOXGLQJ GHDWK DQG PHQWDO DQJXLVK
SURSHUW\
GDPDJH GHIHQVH FRVWV DQG FOHDQXS FRVWV ZLWK OLPLWV QRW OHVV WKDQ SHU ORVV DQG WRWDO DOO ORVVHV 7KH SROLF\ VKDOO FRQWDLQ QR HQGRUVHPHQWV RU SURYLVLRQV OLPLWLQJ FRQWUDFWXDOOLDELOLW\RUFRYHUDJHIRUFURVVOLDELOLW\RIFODLPVRUVXLWVE\RQHLQVXUHGDJDLQVWDQRWKHU ,IFRYHUDJHLVZULWWHQRQDFODLPVPDGHEDVLVWKHUHWURDFWLYHGDWHVKDOOSUHFHGHWKHHIIHFWLYHGDWH RIWKHLQLWLDO&RQWUDFWDQGFRQWLQXRXVFRYHUDJHZLOOEHPDLQWDLQHGRUDQH[WHQGHGUHSRUWLQJSHULRG ZLOO EH H[HUFLVHGIRU D SHULRG RI DW OHDVWWKUHH
\HDUVIURPWHUPLQDWLRQ RU H[SLUDWLRQ RIWKLV
&RQWUDFW

5. UMBRELLA INSURANCE.
&RQWUDFWRU VKDOO REWDLQ DQGPDLQWDLQ DQ XPEUHOOD LQVXUDQFH SROLF\ ZLWK OLPLWV RI QRW OHVV WKDQ WKDWZLOOSURYLGHERGLO\LQMXU\SHUVRQDOLQMXU\DQGSURSHUW\GDPDJHOLDELOLW\FRYHUDJH DWOHDVWDVEURDGDVWKHSULPDU\FRYHUDJHVVHWIRUWKDERYHLQFOXGLQJFRPPHUFLDOJHQHUDOOLDELOLW\ DQGDXWRPRELOHOLDELOLW\6XFKSROLF\RUSROLFLHVVKDOOLQFOXGHWKHIROORZLQJWHUPVDQGFRQGLWLRQV
D $GURSGRZQIHDWXUHUHTXLULQJWKHSROLF\WRUHVSRQGLQWKHHYHQWWKDWDQ\SULPDU\ LQVXUDQFHWKDWZRXOGRWKHUZLVHKDYHDSSOLHGSURYHVWREHXQFROOHFWDEOHLQZKROH RULQSDUWIRUDQ\UHDVRQ

114
DRAFT
?

$33(1',;'
,1685$1&(5(48,5(0(176
E 3D\RQEHKDOIRIZRUGLQJDVRSSRVHGWRUHLPEXUVHPHQW

F &RQFXUUHQF\RIHIIHFWLYHGDWHVZLWKSULPDU\SROLFLHV DQG
G 3ROLFLHVVKDOO³IROORZIRUP´WRWKHXQGHUO\LQJSULPDU\SROLFLHV H ,QVXUHGV XQGHU SULPDU\ SROLFLHV VKDOO DOVR EH LQVXUHGV XQGHU WKH XPEUHOOD RU H[FHVVSROLFLHV

6. BUILDER’S RISK [“ALL RISK”] [DELETE IF NOT REQUIRED- ONLY APPLIES TO CONSTRUCTION OR RENOVATION OF BUILDING OR STRUCTURE]
7KH &LW\ KDV REWDLQHG %XLOGHU¶V 5LVN >³$OO 5LVN´@ H[WHQGHG FRYHUDJH LQVXUDQFH IRU WKH 3URMHFW&RQWUDFWRUVKDOONOTSURFXUH%XLOGHU¶V5LVN>³$OO5LVN´@LQVXUDQFHIRUWKLV3URMHFW DQGVKDOONOTLQFOXGHWKHFRVWRIVDLGFRYHUDJHLQLWVELGSULFHWKH&RQWUDFW3ULFH

7. FORM AND PROOF OF CARRIAGE OF INSURANCE
D $Q\ LQVXUDQFH FDUULHU SURYLGLQJ LQVXUDQFH FRYHUDJH UHTXLUHG E\ WKH &RQWUDFW 'RFXPHQWV VKDOO EH DXWKRUL]HGWR GR EXVLQHVV LQWKH6WDWH RI &DOLIRUQLD XQOHVV ZDLYHG LQ ZULWLQJ E\ &LW\¶V 5LVN0DQDJHU &DUULHU V
VKDOO KDYH DQ $0 %HVW
UDWLQJRIQRWOHVVWKDQDQ$9,,
E ,QVXUDQFH GHGXFWLEOHV RU VHOILQVXUHG UHWHQWLRQV JUHDWHU WKDQ PXVW EH GHFODUHG E\WKH&RQWUDFWRU DQG VXFK GHGXFWLEOHV DQG UHWHQWLRQV VKDOO KDYHWKH SULRUZULWWHQFRQVHQWIURP&LW\$WWKHHOHFWLRQRI&LW\WKH&RQWUDFWRUVKDOOHLWKHU
UHGXFHRUHOLPLQDWHVXFKGHGXFWLEOHVRUVHOILQVXUHGUHWHQWLRQVRU SURFXUHD
ERQG ZKLFK JXDUDQWHHV SD\PHQW RI ORVVHV DQG UHODWHG LQYHVWLJDWLRQV FODLPV DGPLQLVWUDWLRQDQGGHIHQVHFRVWVDQGH[SHQVHV
F &RQWUDFWRU VKDOO FDXVH LWV LQVXUDQFH FDUULHU
V
WR IXUQLVK &LW\ ZLWK HLWKHU
D
SURSHUO\H[HFXWHGRULJLQDO&HUWLILFDWHV
V
RI,QVXUDQFHDQGFHUWLILHGRULJLQDOFRSLHV
RI(QGRUVHPHQWVHIIHFWLQJFRYHUDJHDVUHTXLUHGKHUHLQRU LIUHTXHVWHGWRGRVR
LQ ZULWLQJ E\ &LW\¶V 5LVN 0DQDJHU SURYLGH RULJLQDO &HUWLILHG FRSLHV RI SROLFLHV LQFOXGLQJDOO(QGRUVHPHQWVDQGDOODWWDFKPHQWVWKHUHWRVKRZLQJVXFKLQVXUDQFH LV LQIXOOIRUFH DQG HIIHFW $OO UHTXLUHG SROLFLHV RI &RPPHUFLDO *HQHUDO /LDELOLW\ LQVXUDQFH VKDOO EH HQGRUVHGWR QDPHWKH &LW\ LWV RIILFLDOV RIILFHUV HPSOR\HHV DJHQWV DQG YROXQWHHUV DV DGGLWLRQDO LQVXUHGV )RU DOO SROLFLHV RI &RPPHUFLDO *HQHUDO/LDELOLW\LQVXUDQFH&RQWUDFWRUVKDOOSURYLGHHQGRUVHPHQWVLQWKHIRUPRI ,62&*DQG
RUHQGRUVHPHQWVSURYLGLQJWKHH[DFWVDPH

FRYHUDJH
WRHIIHFWXDWHWKLV UHTXLUHPHQW)XUWKHUDOOSROLFLHVRILQVXUDQFH VKDOO FRQWDLQRUVKDOOEHHQGRUVHGWR FRQWDLQWKH FRYHQDQWRIWKHLQVXUDQFH FDUULHU V

WKDWVKDOOSURYLGHQROHVVWKDQWKLUW\

GD\VZULWWHQQRWLFHEHJLYHQWR&LW\SULRU
WRDQ\PDWHULDOPRGLILFDWLRQRUFDQFHOODWLRQRIVXFKLQVXUDQFH G ,Q WKH HYHQW RI D PDWHULDO PRGLILFDWLRQ RU FDQFHOODWLRQ RI FRYHUDJH &LW\ PD\ WHUPLQDWHRU6WRS:RUNSXUVXDQWWRWKH&RQWUDFW'RFXPHQWVXQOHVV&LW\UHFHLYHV SULRU WR VXFK HIIHFWLYH GDWH DQRWKHU SURSHUO\ H[HFXWHG RULJLQDO &HUWLILFDWH RI ,QVXUDQFH DQG RULJLQDO FRSLHV RI HQGRUVHPHQWV RU FHUWLILHG RULJLQDO SROLFLHV LQFOXGLQJ DOO HQGRUVHPHQWV DQG DWWDFKPHQWV WKHUHWR HYLGHQFLQJ FRYHUDJHV VHW 115
DRAFT
?

$33(1',;'
,1685$1&(5(48,5(0(176
IRUWKKHUHLQDQGWKHLQVXUDQFHUHTXLUHGKHUHLQLVLQIXOOIRUFHDQGHIIHFW&RQWUDFWRU VKDOOQRWWDNHSRVVHVVLRQRUXVHWKH3URMHFWVLWHRUFRPPHQFHRSHUDWLRQVXQGHU WKHVH&RQWUDFW'RFXPHQWVXQWLO&LW\KDVEHHQIXUQLVKHGRULJLQDO&HUWLILFDWH V
RI
,QVXUDQFHDQGFHUWLILHGRULJLQDOFRSLHVRI(QGRUVHPHQWVRUSROLFLHVRILQVXUDQFH LQFOXGLQJDOO(QGRUVHPHQWVDQGDQ\DQGDOORWKHUDWWDFKPHQWVDVUHTXLUHGLQWKLV 6HFWLRQ 7KH RULJLQDO (QGRUVHPHQWV IRU HDFK SROLF\ DQG WKH &HUWLILFDWH RI ,QVXUDQFHVKDOOEHVLJQHGE\DQLQGLYLGXDODXWKRUL]HGE\WKHLQVXUDQFHFDUULHUWR GRVRRQLWVEHKDOI
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¶IHHVLQFXUUHGE\&LW\IURP &RQWUDFWRU¶VIDLOXUHWR HQVXUH LWV6XEFRQWUDFWRUVZDLYH ULJKW RI UHFRYHU\DJDLQVW &LW\
I ,WLVXQGHUVWRRGDQGDJUHHGWRE\WKHSDUWLHVKHUHWRDQGWKHLQVXUDQFHFRPSDQ\ V

WKDW WKH &HUWLILFDWH
V
RI ,QVXUDQFH DQG SROLFLHV VKDOO VR FRYHQDQW DQG VKDOO EH FRQVWUXHGDVSULPDU\DQG&LW\¶VLQVXUDQFHDQGRUGHGXFWLEOHVDQGRUVHOILQVXUHG UHWHQWLRQVRU VHOILQVXUHGSURJUDPV VKDOOQRWEH FRQVWUXHGDV FRQWULEXWRU\7KH &RQWUDFWRUVKDOOSURYLGHHQGRUVHPHQW
V
WRWKLVHIIHFWDWWKH&LW\¶VUHTXHVW
J &LW\UHVHUYHVWKHULJKWWRDGMXVWWKHPRQHWDU\OLPLWVRILQVXUDQFHFRYHUDJH¶VGXULQJ WKHWHUP RIWKLV &RQWUDFW LQFOXGLQJ DQ\ H[WHQVLRQWKHUHRILI LQ &LW\¶V UHDVRQDEOH MXGJPHQW WKH DPRXQW RU W\SH RI LQVXUDQFH FDUULHG E\ WKH &RQWUDFWRU EHFRPHV LQDGHTXDWH
K ,QWKHHYHQWDQ\SROLF\RILQVXUDQFHUHTXLUHGE\WKH&RQWUDFW'RFXPHQWVGRHVQRW FRPSO\ZLWKWKHVHVSHFLILFDWLRQVRULVFDQFHOHGDQGQRWUHSODFHGLPPHGLDWHO\VR DVWRDYRLGDODSVHLQWKHUHTXLUHGFRYHUDJH&LW\KDVWKHULJKWEXWQRWWKHGXW\WR REWDLQWKH LQVXUDQFH LW GHHPV QHFHVVDU\ DQG DQ\ SUHPLXP SDLG E\ &LW\ZLOO EH SURPSWO\UHLPEXUVHGE\&RQWUDFWRURU&LW\ZLOOZLWKKROGDPRXQWVVXIILFLHQWWRSD\ SUHPLXP IURP &RQWUDFWRU SD\PHQWV ,Q WKH DOWHUQDWLYH &LW\ PD\ FDQFHO WKLV &RQWUDFWHIIHFWLYHXSRQQRWLFH
L &RQWUDFWRUDFNQRZOHGJHVDQGDJUHHVWKDWDFWXDORUDOOHJHGIDLOXUHRQWKHSDUWRI WKH&LW\WRLQIRUP&RQWUDFWRURIQRQFRPSOLDQFHZLWKDQ\UHTXLUHPHQWLPSRVHGQR DGGLWLRQDOREOLJDWLRQRQWKH&LW\QRUGRHVLWZDLYHDQ\ULJKWVKHUHXQGHU M Requirements not limiting.5HTXLUHPHQWVRIVSHFLILFFRYHUDJHRUOLPLWVDUHQRW LQWHQGHGDVDOLPLWDWLRQRQFRYHUDJHOLPLWVRURWKHUUHTXLUHPHQWVRUDZDLYHURI DQ\FRYHUDJHQRUPDOO\SURYLGHGE\DQ\LQVXUDQFH6SHFLILFUHIHUHQFHWRDJLYHQ FRYHUDJHIHDWXUHLVIRUSXUSRVHVRIFODULILFDWLRQRQO\DVLWSHUWDLQVWRDJLYHQLVVXH DQGLVQRWLQWHQGHGE\DQ\SDUW\RULQVXUHGWREHDOOLQFOXVLYHRUWRWKHH[FOXVLRQ RIRWKHUFRYHUDJHRUDZDLYHURIDQ\W\SH,IWKH&RQWUDFWRUPDLQWDLQVKLJKHUOLPLWV WKDQ WKH PLQLPXPV VKRZQ DERYH WKH &LW\ UHTXLUHV DQG VKDOO EH HQWLWOHG WR 116
DRAFT
?

$33(1',;'
,1685$1&(5(48,5(0(176
FRYHUDJH IRU WKH KLJKHU OLPLWV PDLQWDLQHG E\ WKH &RQWUDFWRU $Q\ DYDLODEOH LQVXUDQFH SURFHHGV LQ H[FHVV RIWKH VSHFLILHGPLQLPXP OLPLWV RI LQVXUDQFH DQG FRYHUDJHVKDOOEHDYDLODEOHWRWKH&LW\
N &RQWUDFWRUVKDOOEHUHVSRQVLEOHIRUFDXVLQJDOO6XEFRQWUDFWRUVRIDQ\WLHUZRUNLQJ XQGHUWKLV &RQWUDFWWR SXUFKDVH LQVXUDQFHPHHWLQJWKH UHTXLUHPHQWV FRQWDLQHG KHUHLQ LQFOXGLQJ DGGLQJ WKH &LW\ LWV RIILFLDOV RIILFHUV HPSOR\HHV DJHQWV DQG YROXQWHHUV DV$GGLWLRQDO,QVXUHGVWRWKH VXEFRQWUDFWRU¶V SROLFLHV$OO SROLFLHV RI &RPPHUFLDO *HQHUDO /LDELOLW\ LQVXUDQFH SURYLGHG E\ 6XEFRQWUDFWRUV VKDOO EH HQGRUVHGWRQDPHWKH&LW\LWVRIILFLDOVRIILFHUVHPSOR\HHVDJHQWVDQGYROXQWHHUV DV DGGLWLRQDO LQVXUHGV XVLQJ HQGRUVHPHQW IRUP ,62 *& RU DQ
HQGRUVHPHQWSURYLGLQJWKHH[DFWVDPHFRYHUDJH
WRHIIHFWXDWHWKLVUHTXLUHPHQW
&RQWUDFWRUVKDOOQRWDOORZDQ\6XEFRQWUDFWRUWRFRPPHQFHZRUNUHODWLQJWRWKHVH &RQWUDFW'RFXPHQWVXQWLOLWKDVUHFHLYHGVDWLVIDFWRU\HYLGHQFHRI6XEFRQWUDFWRU¶V FRPSOLDQFHZLWKDOOLQVXUDQFHUHTXLUHPHQWVXQGHUWKLV&RQWUDFW7KH&RQWUDFWRU VKDOOSURYLGHVDWLVIDFWRU\HYLGHQFHRIFRPSOLDQFHZLWKWKLVVHFWLRQXSRQUHTXHVWRI WKH&LW\
117
DRAFT
APPENDIX “E”

WASTE MANAGEMENT PERMIT

REQUIREMENTS
City Project No. 23802
118
DRAFT
City of San Clemente/Environmental Programs
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Phone (949) 498-9436 / Fax (949) 361-8316
CR&R (877) 728-0446
City of San Clemente Building Permit Applicants
Construction & Demolition Debris Recycling Requirements San Clemente Municipal Code 8.69, Ordinance #1286
To obtain a Building Permit for covered construction and demolition (C&D) projects, Applicants are required to have one of the following: x An approved Waste Management Plan (WMP) or
x Elect to use a C&D recycling bin provided by the City’s franchise waste hauler.

Applicants can choose to use the City’s franchise waste hauler and can arrange for service by contacting CR&R at (877) 728-0446 and requesting a C&D bin for their project.

Covered Projects
All construction, demolition, and renovation projects within the City removing recyclable material shall be considered “Covered Projects.”
The WMP documents how Applicants will meet the City's State mandated goal of reducing the quantity of C&D debris disposed of at landfills by 75% or greater.

All forms are available at permit application and must be completed, submitted and approved prior to permit issuance.

Building Permits will not be issued without an approved WMP or CR&R work order.

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) A Recycling Summary Report (RSR) must be submitted upon completion of construction. The RSR indicates actual recycling activities and documents compliance with Municipal Code 8.69.

Failure to submit a RSR within 60 days of completing the project can result in forfeiture of your security deposit.

Have questions? Please contact the Environmental Programs at (949) 498-9436. WMP forms may be picked up at Building Department.
119
DRAFT
City of San Clemente Page 2
What You Need To Do
There are 3 steps to comply with the City's C&D Debris WMP Requirements. (If you elect to use CR&R you only need to contact CR&R and request a C&D bin for your project). x Step 1 - Complete and submit a WMP with your Building Permit application along with the applicable fees. See the attached WMP Fee Schedule to determine the required fee. x Step 2 - During construction/demolition, gather supporting data for your RSR x Step 3 - Submit a completed RSR within 60 days of project completion Construction & Demolition Debris Facilities flyers are available to help you identify facilities that will accept your construction and demolition debris for recycling. For other assistance and questions about filling out forms, call the Environmental Programs at (949) 498-9436.

The WMP is part of your building permit application and is your plan for reusing, diverting, and/or recycling 75% or greater of all construction and demolition debris from your project.

Note: Quantities must be listed in tons to meet City and State mandated reporting requirements. To convert volume (e.g., cubic yards, square feet, etc.) to tons, use the Materials Conversion Worksheet provided.

To avoid delays in obtaining your Building Permit: x Submit your completed WMP with your permit application. x Allow 3-5 business days for WMP processing. x Remember that your Building Permit application is deemed incomplete without an approved WMP. Building Permits will not be issued prior to WMP approval.

Step 1 - Complete and Submit a WMP
If your submitted WMP indicates that less than 75% of the C&D debris will be reused or recycled, you may need to provide additional information (in writing) explaining why the 75% requirement cannot be met. For example, written verification of hazardous materials contamination is required if stated as the reason for not meeting the City's waste reduction and recycling requirements.

Where to Submit Forms: Submit completed WMP at the Building Permit Counter, 910 Calle Negocio. Keep a copy for your records.

Who Should Fill Out the WMP: The Applicant (e.g., architect, contractor, owner, etc.) is ultimately responsible for submitting a completed WMP with their Building Permit application.

The WMP can be filled out by whoever is knowledgeable about the types and quantities of debris that will be generated from the project. If you need help, ask the contractor, subcontractor, or estimator for assistance.

Subcontractor Participation: If subcontractors are required to remove debris from the job site, they can play a key role in helping you meet the City's recycling requirements. Inform subcontractors of your waste reduction and recycling program and what is required of them early in 120
►
DRAFT
City of San Clemente Page 3
the project. The applicant must provide documentation for any materials subcontractors are hauling.

Documentation must include types, quantities, weights and destination of materials. It must also specify amount salvaged and/or recycled. We strongly recommend including specifications or other language for recycling and/or reuse in your contracts. Informing your sub-contractors of your requirements up front helps eliminate confusion later.

Review Process: The WMP Form will be reviewed to ensure that it is complete and accurate. City staff will review the WMP to determine if the applicant's estimates for quantities of materials generated and overall plan for reducing waste by 75% or greater are realistic.

If the WMP is not acceptable (e.g., the form is incomplete, the calculations are unrealistic, etc.) the applicant will be contacted and advised of needed changes. A HOLD WILL BE PLACED ON ISSUANCE OF THE PERMIT once the applicant has been notified by phone or fax of necessary revisions. The hold remains effective until the identified issue(s) has been addressed and the WMP is approved. The review process for a properly completed WMP is 3 to 5 business days.

Step 2 - Gather Data for Your RSR
After your Building Permit is issued and you are ready to begin work, you will need to begin recording information for your RSR. Unlike the WMP, which is an estimate, the RSR documents your actual tonnages. You are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual quantities of materials generated, reused, recycled, and/or disposed of throughout the project, as well as facilities or service providers used.

It is your responsibility to obtain written receipts from subcontractors and other parties removing debris from your site. Notify subcontractors/hauler(s) of this requirement before work begins.

Important: The City may review weight tags or other related documents at any point in the project.

Step 3 - Complete and Submit Your RSR
A completed RSR must be submitted to the City within 60 days of completion. The RSR is similar to the WMP, except that it indicates actual quantities and destinations of materials rather than estimates. Quantities must be verifiable, based on weight tags or other sufficient documents. If less than 75% of the C&D debris from the project was diverted from landfill disposal, you must submit documentation with your RSR demonstrating that a "good faith" effort was made to achieve the 75% waste reduction goal. Documentation must specify, in detail, the reasons why you could not meet the City's requirement.

Due Date: RSR’s are due within 60 days of completion. They must be submitted to the Environmental Programs at 910 Calle Negocio, San Clemente, 92673. Be sure to keep a copy for your records.

Review Process: The RSR will be reviewed to determine if the applicant met or exceeded the goals for reuse and recycling stated in their WMP.
121
►
DRAFT
City of San Clemente Page 4
Rules for Transporting C&D Debris
Q. Who can transport construction and demolition debris in the City of San Clemente? A. It is unlawful for any person other than the City's licensed franchised solid waste collector to collect or haul any solid waste or construction and demolition debris within the City except:
i) Solid waste otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by a resident of the premises upon which the solid waste was generated (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris); ii) Waste material otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by an officer or full time, permanent employee of the commercial, construction or industrial enterprise that generated the waste (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris);
iii) The sale or donation of Recyclable Material or compostable material other than to contractor; provided, however, to the extent permitted by law, a reduction or discount in price for the collection, transportation or processing of such materials shall not be considered a sale or donation;
iv) Waste material or Recyclable Material otherwise within the scope of the Franchise which is collected or transported to a disposal or recycling facility by City employees in the course and scope of their employment with the City;
v) The collection, transportation or disposal of hazardous, bio-hazardous, untreated medical waste, or infectious waste which is transported to an appropriate disposal facility by any person or entity properly licensed and/or certified to collect, transport and dispose of such materials; vi) The collection, transportation, and disposal of clippings, cuttings, yard waste and related solid waste by a gardener, or landscaper, as part of the gardening or landscaping services they provide, provided that such waste is taken to a legal place of composting, diversion, or disposal.
122
►
DRAFT
City of San Clemente Page 5
Waste Management Plan (WMP) Fee Schedule
Performance Security Deposit and Administrative Fees
C&D Recycling Performance Security Deposit.

The Applicant for any Covered Project shall submit with the Waste Management Plan a refundable C&D Performance Security Deposit. The amount of the C&D Performance Security Deposit shall be as follows:

A. For each application for a building permit for re-roofing with tear-off of the existing roof, a loft remodel and/or projects with dirt removal, the C&D Performance Security Deposit shall be $250.

B. For each application for a building permit for a Renovation consisting of alteration, remodel, or modification (except for additions, which are addressed in paragraph C below) of a residential or commercial structure, the C&D Performance Security Deposit shall be $500.00.

C. For each application for a building permit for a Renovation that consists of an addition to an existing residential or commercial structure, the C&D Performance Security Deposit shall be $750.00.

D. For each application for a building permit for new Construction of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

E. For each application for a building permit for the Demolition of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.

F. For each application for a City-sponsored Project, regardless of size, the C&D Performance Security Deposit shall be $1,000.00.

Note: Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your security deposit.

Administrative Fee.

Prior to the City's issuance of any permit for a Covered Project, the Applicant shall pay to the City a $60.00 non-refundable fee for processing the Applicant's Waste Management Plan. 123
DRAFT

95KUc/W;;Hc"M7c

cc
SONX<S6c0XcN6C<FLc

AYEM5A5c
;TWEHEb;TcPKQ5M_c

c#S[FN<cOZI<[6S:c#S[FN<c

c
HHc25TE;W_c(;W5HUc"M7c

c06NXF6BOc06NX6cN6c

K5bPMcM\ETPMK;MW5Hc

cJL<Scc[<NZ<c4CFXXF<Sc

c

T;5c
T;;Mc-;7_7HEMAc

c36I<N8F6c[<NZ<cS<c

PMUPHE95W;9c2PHYK;c1T5MUQPTW;Tc

cJZ<cZLcN6C<FLc

-c1T5MU=;Tc

c%NOXXc[<NZ<c0X6NXONc

c

5McPQQcTYUDEMAcPTQc

c)c.F8C?<I:c.O6:cN6C<FLc

Y+PMWc5TQ;Wc-;7H5K5WEPM-;7_7H;c

c0c868F6c[<NZ<c
ZJJ<SXONc

c

Hc1PTPc(5W;TE5HUcPKQ5M_c
.O8G`c.O6:c6Xc,OSXOJ6c,G]`c&6G<c
OS<VXc

c

^H;Uc(5W;TE5HUc

c*SX<B6c FBC]6ac
06Nc$Z6Nc6RFVXS6NOc
c

c
^H;Uc(5W;TE5HUc

c%6X<II6c[<NZ<c0X6NXONc

T;;MUWPM;c(5W;TE5HUc

c*SX<B6c FBC]6ac
06Nc$Z6Nc6RFVXS6NOc
c
c
!5MUPMcAAT;A5W;Uc
6IF@SNF6c0OZXCcO>c0RSFNBc&ONBc<68Cc
c

!5MUPMcAAT;A5W;Uc
cC<SSac'ONBc<68c
c

'Z9mG'Mm'?Xm@jmXIDm?'^:
P'@mfXZ(mfAA m!'@m:d?'Mm!'@mE='[YmZG''XmX6"mbmmmfAA"m01EX 'Z9mG'MmfAA#m
'VBdXm@"m@A@+'WBdXm?'^;XmdX:'mhA#mAX1A@:mdX:'mPG 1@[m:Z'im@"mA3mX'mE1@ZmA@:j

5[m.G''@fX$mfAA#m!'@m&GZmA@:kmfAA"jmc'Xm@"mX0GdXmXA"m@"m!'@m:d?'G XE0:[mR7mGE'[mA@J(Z(m&G[m"Gjf>m-AAG1@/m.:XXm.G''@gXZ(m?'^9m E:XZ1mG'MmhA#m$`A@:m0Q'm+AGmaXm@"mP+G1.'NbHYm@Am<Fd1"mAGm 0lOCdXmfXZ'
XE0:[mR8mGE'[m
@
(Z(m&G]m"Gjf>m-AAG1@/m.:XXm.G''@gXZ(m?'^9m
E:XZ1mG'MmhA#m@Am<Fd1"mAGm0G"AdXmfXZ'
XE0:[m
@($mG'Mm!'@mA@K($mXE0:[mG'Mm@"m?'X0m?'X0m@"m G'Gm0e(mbm'mX1l'"
U'[m-AAS/mfAA#m%'X1e'Xm
mGd'GmX'm
dA@Zm@ZGA@m U'Z
XE0:[mR8m
@
($mGA7*@mA@J(_mfG'GmA7mTA,@.m[2:'Xm-AAGm
[4'Xm
@K(Z'm@"mXE0:Z
XE0:[m@"mA@K(\(m
'@mA@G'_m@"mXE0:Z
XE0:[m@"mA@L(\(m!'@mA@
(_m@"mXE0:Z

'@mXD0:[m?'Z9mfAA"m@"m
@
(Z(mGA7m.G''@mfXZ'm@"m

XE0:[m@"mA@K(\(m
'@mA@G'_m@"mXE0:Z
XE0:[m@"mA@L(\(m!'@mA@
(_m@"mXE0:Z

124
✓ ✓
DRAFT

8NZQNiBBU@B8]@Zi

R^D9V>ii19I:AV^iaO^FOC^ROi

8NZQNiBBU@B8]@Zi

i/9O^F9CRi9OgROi)V9OCAi

#+i-@;QNi6EQJ@Z8J@Wi N<i

i' i9O=R=Hi/^VAA^i4OF^iiO9DAFLi

&8?GZQNi&8]@UG8JZi

i i^Di/^VAA^i/9O^9iO9i

*U]Ghi
N]@USUGZ@Zi N<i
%R=9^FRO[ic9Vgi^DVRaCDRa^i)V9OCAiRaO^gi

if

-8GN;QeiGZSQZ8Ji

i'F=DRK[iaO^FOC^ROiA9=Di

i

-#i(Q;J@i

i i%FO=RKOicAOaA9^9cF9i)V9OCAi

0bPi
NdGYNM@N`Ji2XN\Ui0_]GQNi

i7 iRO[^Va=^FROiFV=KAi!VcFOAi

0bNi6@Z]i&@]8JZi

i' iO9DAFLiKc> iO9DAFLi

3G@UU8i5@U?@i N?bZ]UG@Zi

i"VcFOAiRaKAc9V>i!VcFOAi

3G@UU8i5@U?@i N?bZ]UG@Zi

i%9i,9^9i.R9>i/9Oi$a9Oi9TF[^V9ORi

68U@iGZSQZ8Ji

i i^Di/^VAA^i/9O^9iO9i

68Z]@i&8N8B@M@N]i

iRO[^Va=^FROiFV=IAi7A[^i"VcFOAi

J*
1P\
8\98@"K"\#
8\8"L#\
8\
H;*
1L\
J*
1P\
8\98"K$\#
8\8"L#\
8\
H;*
1L\

>;#M\;
!\
8\H9&
\UH*+98H\
J*
1M\>+/\G#N\8"O$\+>N\ X6\'99>+8(\)1
HH\)C#8W
HO$\7#L
2\
;1
HL+\C
A\W99
\89\5=U+\9>\*BUH\WHL#\
J*
1L\
8\98"L"\#
8\
H;*
1L\
8\98"L"\8##!\T\#\H+[#\L9\
\
8Z\W.\8##!\T\UL\'UH*\
J*
1P\>+/\
>;#N\8"K$\+>M\ X6\'99>+8(\)1
HH\)>##8W
HO$\7#L
2\
;1
HL+\>#
A\W99
\L+>#H\
Q\
L\

,R98
1\HM\89\4=U+\
8\*
[
>9UH\WHL#
J*
1P\>+/\98"L"\N\'99E(\#
8\98"L"\
J*
1P\+>N\S%\H
8 \>+/\
F0\;1
HL#A\>#
7 R98
J*
1P\>+/\G#N\8"O$\+>M\ X6\'99>+8(\)1
HH\)C#8W
HO$\
7#L
2\;1
HL+\C
A\
8\Y9

#L
2\H<\7#L
3\HL9V#H\W
H*#?I\ #?I\89\D#>
L9>H\

>##8\WHK$\W:9
\89\;
17\9>\N\89\4=U+\9>\*
[
>9UH\WHL#\

>##8WHK"\W:9
\89\;
17\9>\HUU1#8NI\W99\;
+8Q\9>\8
-H\90
J*
1P\>+/\
G#N\8"O$\+>M\ X6\'99>+8(\)1
HH\)C#8W
HO$\7#L
2\
;1
HL+\C
A\
8\Y9
\
J*
1P\>+/\G#N\8"K$\+>M\ X6\'99>+8(\)1
HH\)C#8W
HO$\
7#L
2\;1
HL+\C
A\W99
\89\5=U+\9>\*BUH\WHL#\

125
11111
✓ ✓ ✓
✓✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓ ✓
✓✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓ ✓
✓ ✓ ✓
DRAFT
City of San Clemente/Environmental Programs
380 Ave. Pico, #N
San Clemente, CA 92672
Phone (949) 498-9436 / Fax (949) 361-8234
[email protected]
CR&R, Inc. (877) 728-0446

DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
Waste Management Plan (WMP)
Complete and submit the following information with each application for a building permit.

Owner Name Owner Phone No.

Owner Address
Contractor Name Contractor Phone No.

Contractor Address
Project Address
Description of Project
Anticipated materials removed from project
Estimated volume or weight of each material type
Estimated volume or weight of material that can feasibly be recycled or reused Location where material will be recycled
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) Please do not landfill construction debris
most materials are recyclable but if it’s not
a recyclable, name of landfilled used
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining and or providing information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and or imprisonment.

SIGNED: DATE:

Contractor
Property Owner
Once the project is finaled, please complete the Recycling Summary and submit with your recycling trip tickets to Environmental Programs at 380 Ave. Pico, #N San Clemente, CA 92672 or fax to (949) 361-8234. Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your deposit. 126
DRAFT
APPENDIX “F”

BRIDGE INSPECTION NOTES AND PHOTOS
City Project No. 23802
127

DRAFT EAST
Abut 1
N N
Abut 2
T8 T9 T10 T11 T12 T13
HSS 6x6x1/4
HSS 6x6x1/4
D8
B8
D9 D10 D11 D12 D13
B9 B10 B11 B12 B13
Abut 1
Abut 2
HSS 2x2x1/4

TOP CHORD SURFACECORROSION LOCATIONS

BOTTOM CHORD SURFACECORROSION LOCATIONS
TOP CHORD MEASURES3/16" AT SPLICE
= BOTTOM CHORD LOCATION OF TYPICALSURFACE CORROSION
= NOTED CORROSION ON WEST TOP CHORD
= NOTED CORROSION ON EAST TOP CHORD
LEGEND:

C5x8.2
Montalvo Pedestrian BridgeInspection Notes
128
,,.
11 ,&.

SCALE: J/1s• • 1•-0•
L
0 N.C.boU 5 1/2" h
~nee, {Byoo,,,.
htick~ cirann
At>utment Reoctlon ~--1Dll~. +-,....+~ Vert. D.L. 12.00 kJpt Vert. LL 2,.10 klp1
~- y ... ,, kip•
Upllt(ta.. ........ ) ,_,...,.
,.

Hortz. (S•l•mlc- Long) 9.50 kip•

ABUTMENT PLAN

NOT TO SCALE
------+ +,,,__~ ~~.;-U2a- ------+
TOP & BTM. CHORD
SHOP SPLICE DTL.

SCALE: NONE
i
@ NOT TO SCALE
floor e-
(FB 1)
"' '
SECT. "1-1"
SCAI.£: 3• • 1'-o·
j•
SHOP NOTE1 •EX 1• tib1nb.,. To I•
lnltaled At Alt floor
Strut. Loc::ated At Each
Erid Of The Brtc!Qe.
"EX 1" DETAIL
SCALE: 3• • 1'-0"
&
&
~T~~_§_
r-,...Jt:::::1---.-..:::::: ::s::

1. o\l l ·••en~ - In•=~ -. 1tt1 tlw .-c1,1co°tlClr'I of' TI£ IIMERICAN INSTITUTE IF SffD.. Cl:NSTMLCTlml ,

2. V•L•1ng ti,~- •l'ttl 1t'9 #IIDll CNI WD.llltc. SDCICTY D1, l ~~1::":~·~o::~"11.~;., ":. r.t~~~= i~ t1L""s~:!1.t!-=:1'~ :.•~t~~-~i:c".",:." .,.~".;I_ )'ll·l• elt 50, OtlO fli"I,

4. 11• 1· • 4 U M " '"'- _, Sil&' ti H • 't" _, . _.. llbn'.l'I 11'11'Wrl'lff1 .11 11'1- n UI .... ra1: ~L,- 'to -l _ I ..... :I. ~NL't• 111!-M .UO! lllt-:lm' ..-- Ur ..... irl•• L .P"Clda. ~~~~~jl\~~=~~~L:?.i.~=t.. -1,;, Cll~ BO'ttllft Nl'l .,,_ 1.1~1.at'I '\tip,.,, l,Q61,_, _.,_ ....,._, "I.a, - '1•1'11111 ,pl4.'I• I. ~- - ah1-., N1 lllrr .... , .,.,.. ......,. .......,.
- 1"11"'111 pl•U.. If .....,jr,M ""\ IC. CIIOll"• eUar, MIU - It .. .uni A9l!:5 J'l'PC :I ~ IINI L N 1 1ot,1.......i by_,, -'..,.......,,,~ -...-...,,,~~- .. llilll n.- 1 W N _,. 91&.S'tNI 1e 1.1.P,C. .. I~ :llalft t".:. !t.Ti..:·.:.:.r-~ ,:...;:1,-::1~:~11~1~1~..!...'T~- ~~o;:,.:;,~<~:.=::,.~·.~'~--.:. =-~ -.,1 ..
..
~·-~
NVIII' ,.., t•..,.,.
~119-1 •U ..... 0~ 11..C1CN•l'l1 I• sirf11.a-s W 9 rCJY'Wi -""•l'thno...,.p..,.orcor,.,...,
~:CC::"":!.,;,,.
••~ .-..0,,1,--t., •l•C'IP-lccll ~lnQ,
c l_lP"..,_.. (f' lDOd pl•ll'I, ,._..,_)', UIIII ••...,.._)') ...,_. ,....._,..,11 11 1-ty of' oV-a.
....
~lrHCelil.'ll f'O&
,-r•- ...,..._ lilNrc-"t l:"'1 - ~·--
~I=~ C:::r':. ,.. apo,,.1111 • f'o, ..,._. ,_q .,. l•I and llflpllit:-.ll cir'> of •II ~ 11'1N f' t_•~ ,-_!~lro,.
1:1:S: .1,uw lS DUIGNCJI CN TH£ FD...Lgw'l~:i atlTE;llt],A, U.) :i..11 40N' of" :IO ,,., pha u, --•r ••rtrlllll't:.II I ·- IONI ., lDD p,sft ,
<£> ... d loul • COf'IC9'"'1ra'H'd 106.d Df' IDOO p,GUNlstroot: o# • 1.-th • l"ll&C'I. <» \I r- ,..,.. of" !11111 p ... c.ue,- t•\'9<11 -.....,. ...,~,.,.• _,.....1ca 1 -,.a 11• 'ttl0"4llh , .. 1 ly _,_.... 11ft, 'TnT~~ 'ii.!~~•'t.s }:

I~"
.

A OIVJSlONOF
BIL TOI.AST PRODUCTS INC
4011 GAULT AVENUE
FORT PAYNE ALJ'967-l!l9
J.~(I0.74Q.~ I~
"""
..u
05~3J3P 1/ 3
DRAFT TYPICAL SURFACE CORROSION ON HANDRAIL AND ANCHORS FB 8 8.1mm (0.318") 5.3mm (0.208") 129 ~ -- ,.,,. WASHIR PLATE •wp 1 • --~ f, ('9 •> 1~
-""'., (Fl>I)
&
i1~;1
NOTE:
~)Roi -·~
11p: 11 'J9
SlaU..tH.:.&

EXP'N BEARINO
Double Nut To Alow
yq- 1111 t. 'lllahl.,. lot.tom Nin. UIONII V • T11111 Md Tighten Top Nut To Bottom
N•l
F l)(CO BE:ARIN CJ
Double Nut. Tlght-, Bottom
Nut MIii ltght• Top Nut
To Blllltllfl'I NuL
.l/lr• Mt•
-
2'-11,l·
r
{.,a,
.,:J
""si"
l!I'-~"' (TIP. IN'T!RtOR BAY)
2'-&ii· t.
1 '
~.) ....... \ l
\
96'-~
OUT TO OUT OF "'TC 1" ~EMBERS
11" -Jfl• (nP. DID BAY)
,._,.. 2'-oj• l 2'-'1\" /lf£i!',..
-
(V 3)

BEARING
S.S. F'lote (SSP 1)
(St'lop WllldedTo
llw.. S1de0f•BP11
1'(:i:) Grout Bed
DETAIL
'll'v' ~"-lSilil I Y7il I Y , 1nr:·
''"
r f i;~: f I~ n17 f:-_~11
llim. 5~~11
I
I
I
BEAltlNO PL.ATE •ap I•
BRG. ASSEMBLY
& BRG. PLA
TES @
SCALE, 1 1/2° • 1•-0• 5
1-~ ""'f= '±.

AoorSWt_/
(FS 1)
r
/ I! I I /1/ I I' I I //
T r
/_/ t /L_
'F#'
k/ r~.,-7
,_,._,
'!.-IJ;g ·
N ' >, I
-;y ,,, \ '\
ELEVATION f:~'f>",_,_/
~r~];
1 . l~
-· -f-1\
SHOP NOTE, ~ •-•
SCALE, ,. - r-o· (Z)
&.
u .. c.opp,M DlagoMI (D 2}
Startln9 At the 5th Panel P..,t
r
NOT£:
•EXP 1" Plotw to be Flad
lnl'talledofta" ttleBt~
ho. NWI IMtalled. (T~
1/'1"' :ma.
.1t.
flf',i-- 1~-- ,.,,,·--'.I' SHOP MOTE! ' , • :> .... ... ~.

Provkla J/e"f .., Hol• I • •. ,..•. 'i- .~ •
At Lo• Pohta CTwlcai) .1.: ~·• ./ ' ~· •,
4 '.-~.
\(EX1
&
DECK PLATE (DP 1) DTL.
2·-,..1·
SCALE: 3"' • 1'-0"'
"I , 71 .I
..

See Conn. Dtl. ,i.
.-i ~I
•
,.,,.~
To. Plot•
&

HANDRAIL
DETAIL
SCAl.£: :J • 1'-0'"
= ::E-:'J'.I '.)?F"'~<::3: :C.,..X=-:rs7!~.T_I~~ "A - A" @ CONN. DTL. SCAL£: 1 1/2• • 1'-o• 1/_2 DRAFT

COATING DELAMINATIONRESULTING FROMUNDERLYING SURFACECORROSION NOTEDTYPICAL WB7 WB8
WD7
WD8
WCU8

5.3mm(0.208")

4.3mm (0.169")SIDE
WEST SIDE, INTERIORPL 11.2mm (0.441")
Abut 1 MISSING ANCHOR HEADAND LOOSE
Abut 1 MISSING ANCHOR HEAD
130

CABLE ANCHOR
(CA 1) DETAIL
SCALE: 3"' • 1•-0•
,:k
,_,
-!l 1·
P012.6
i{~ t,t. 1f"1a1~r:,
Nut• Woeher.

ELEVATION

CABLE ANCHOR
(CA ?) nF""TAII
1/ 4'
~nP.
&

CABLE SUPPORT
(CS 1) DETAIL
SCALE: J"'• 1'-0"'
SHOP_NOTEi
'I

CABLE SUPPORT
(CS 2) DETAIL
SCALE: 1"' • 1'-0"'
l
~2)Silppott
3/16"'• Cab!•
~bly
SCAI.£: 1"' • 1'-0"'
SHOP NOTE:

SPLICE
TGdt Wald NuUI to Qiord Splk:e Plot•
SPLICE PLATE P0263
(PL 1/2"' x 5"' ,c 1'- B"' W/ 13/18"'111 Holea)
SPLICE PLATE P0126
(PL 1/2"' x 3" x 2'-6"' W/ 13/115,"'tl HolN)
.TYP.
·""· s~~~l ~~s ,-~~ATES @
_Ii
P0126
SECTION~~•
l~ l'l'""
!li".r-"
Bottom Olotd
(BC 1)
VERTICAL (CV 8)
SCALE: t"' • 1'-0"'
J ,,._
~, rf £] -ill\:-m l o·-,r 1J11e·• Hol•
,

FLOOR BEAM
,. , ...... .,,.11)7")
SECTION "B - B" @ SPLICE ® l l ~ .......... "Cl><Nt.CIIJ<" .. ,,.._ ' 11 SCAIL ,. • ,•-o· ------ ~""flm.'.~'lliD'°52:itJP 31J'r
DRAFT MISSING BOLT ON PLAN SEE PHOTO NEAR NORTH SIDE Abut 1 SURFACE CORROSION @ HANDRAIL TO VERTICAL CNX TOP CHORD SURFACE CORROSION 1" O SPOTTOP CHORD COATING DELAMINATION RESULTING FROM UNDERLYING SURFACE CORROSION 7/8" PL 3/8" KICK PLATE AT DIAGONALS 3 LOCATIONS THIS SIDE Riviera Pedestrian BridgeInspection Notes
131
JC"-t! ..

T2
(01ST, FROWrCTR, ,O+Cllt. o, ..-..) NOTE,
A ;:;;:;; Layout :r::~·~:~t~,. lJ Lin•
·~.,l
n
,t
& I .. =~ I 1111. """" """° • s•-o• 1• 1/11" SHOP fM DL I v-: r ~;: l\. O"
......

PANEL POIMT
_.,. l T-7/,_" "l l•-•· I~) .. L ,~2 • 2 -
S)
"'
Ill
(CIUT TO CUT Of' "TC 1• WDIIIERS)
- "( -:- PLAN {Z
I -R-<
-\J2o-CF
+~+
TOP & BTM. CHORD
SHOP SPLICE DTL.

SCALE: NONE
N.C.bolt S 1/T h
~--,~=--->'I{ e ploeo, (s, 0,,.,,..
./11' 'I I-
.. --;,..L ,,,,-- ~ or.r,n ~ -
V•rt. Total 11..80 kip•
•·, !~ Hoaz, (Wlnd-T,..n•J 2,80 klp• ~-i",' t• ' Uplff(I.,_.__) 0,0-,.

Hartz, 3.30 kip•
ABUTMENT PLAN @
NOT m SCALE
••
&.
&
SHOP NOTE:

DC 1
SECT. "1-1"
SCAL£: 3• .,, 1•-0•
1" DETAIL
l
&,
CONN. DTL. Ii. 1
SCAL£: 1 1/ 2• • 1•-0•
ABUTMENT SECT. @

NOT TO SCALE
1 1;4• IC 3•
Slott..:I Hol•

EXP'N BEARING
~ • Nut To Allow
w~..-\. flght111n 9ottam NIA. 1/t. Turn And
Tlghtein Top Jl\lt To Bottom
NuC

FIXED &EARING
OouM. Nut. ~\#1 hllM'I
NaAMdllQl'ttMJt:i;Nl.il
T• htlOffl~~
1·(:1:) GrwtBeod

BEARING DETAIL
· J 1 . 11, ..

WASHER PLATE •wp 1•
,.

Ill',/'""~'\ u,-,r-
~--
BRG. ASSEMBLY
& tlo-n OIOAI
(BCI)
!_., ~1
~ 2~_- ,._~LATES @
&
105
iii'
1 ..
!!
•• "iii
1,a

1. A ll .. 18" -~ -· In a.c.:ordclno:e •Ith tt. 9P"Cl t la.t1cin of' THE .-.:RICAN INSTITUTE [F STEEi.. CINSTRUCTIIJN ,

2. \l• t tllflO 'to caftf'- wl~l'I tn. l'IMEJIICM \IC.OlNG $:(X:IET,' 1)1, 1 r•w l • t- llil• lotl lt,i;, 1- • ,...,.,..,._ • ...,.. 91<_.l ff!l..ff ••l ---- ... 1,. • 1111 A.. V. S. pr,ac, ...... ...._ W llfl"G
!° .:-~~T=I~'°~~: &~1 -
yl• l d of' Sl, OQCI 119 1.
4, \lwt• will Ha fllftl- 0, 3.f16• f'lllrt LIil ... llho-. rrthtP-.-1_, ottwr.1-. Ntnl""' - l lll _,.. not appl)' "lo •-l -Lalli, 31 ,.
ii
11 gj
., !
_}_
'·'
S. .Ott, to ._ l'STI4 1,-,07 - 1'1-36 rt,n,t
~~-~~--T:!~!n..--=
llds~ •wttu•ci pleot .... If' .-.QUI,... f"l•ld 1pllc• ccnwct1on lloltl --LL .. ,\$TM i\3IS TYPE 3 .... I I 1M tl;MeMlll tit), 1'rn 0, tt. r,vt IWtMd 100 ..... lnp~t~.
'-, ,_II ... I <ta N bliuwd to S.S.P, C. ff •c-rc:10.L bl'IIIII :ll..-t; r,.,,._,.. 1,......1..__ ,;, prior -u. ,-1n1 r..., Pol"1 .,..,e11 1eoot1- ••• ~ -.1V1", 7 . ll aaoll aiKlrlli,io .,_ll N- --....ll)' ..... l• ,....,.... lpe SPIP) ~a:.~.::.~~(~.::= .. ~ •.~·~~::-~~ ANI I N •111,u- 8. H!u'w:11 P'&II•
•·- tao o.nd -1- a.ll ~ • C-lb l • _,,, • .,._-to .. g,'OIIWll wl-ttl no .tlo.rp •·• Dr _......,
9, Lffvth boLU Cllld f'Cl'ftMt llloPI M'M.1 ls .,.. Pc,r oa,wt"fl,I ~...:1==.-.~~l~r-~~1:_.Uld ~'bro. ._lllf\, cl_,._. Cf'IOCMI pto.111,, ••Wf"-y> .,.. t:M
~1b1l1 't,of'O'ttla,.._
.,a,. ::t ,.._.'"T" SPEC: X ~~---;c., ~ Y CNS- j'<f
~t IHI Cootlrc,1
,r,,_.. AMNlrl IIMralat 240 - tp:rq "''""" ~~1'=-m~,.~~~~1.~~n~:~ ,....~11..t C-tl~
T1w ~tr.,e1.o,-,
""° ti bt> ~ 1,1ocw\tllbl• f'or -tarlal and appllco:tl0r1 c,f' all -,,.ctf', td ,11, td ,.,m1,o..

TH IS- :IRlDCiE -JS lltUGNCD a,ir,st:D ON THC FILLCll'JNG CR ITEPU"- (1) DR.d t-d oP ,, P9f' ph• aft evwil)' d lrirlbuwd llYW hia.d e>f' 100 psf' . (2) De-ad LOCMI + con01n1:t' D.Wd l Ot..lf ot 1000 p(U'lds/toot of Wld'ttl + ll"lPO,C't. (3) Vind Lood 0, 30 psi ca.la..ilato.al an 1hl- •trtl,._ Yff'tlco.l •ll'"f'a.c. U though f'UI I)' •ncl-d.

I
TEI 2/141/ 06
DRAFT
HSS 6x6 6.7mm (0.263")
HSS 6x4 5.9mm(0.232")

LOCATION OF SURFACECORROSION
SURFACE CORROSION @CABLE SUPPORT TAB TOVERTICAL

NOTES MEASUREDTHICKNESS WITH COATINGIN PLACE
*
HSS 2x4x1/4 5.7mm (0.026")(1/32" LOSS)
Abut 1 Abut 2
HSS 4x6
BOTH SIDES SIMILARSURFACE CORROSION @DIAGONAL (MIRRORED)CNX 5.1mm (0.173")1.25 16th (0.077 LOSS) SURFACE CORROSION @WELD TO TOE PLATE

5.5mm (0.216")1/32" ON DIAGONALS &CHORD APPEARS SIMILAR SURFACE CORROSION @ TOEPLATE CONNECTION

EAST ELEVATION WEST ELEVATION (MIRRORED)
*
*
132 ~ ,.,. SCALE: l/4" • 1•-0• SCALE: l/4• • 1•-0•
DRAFT WEST EAST CABLE LOOSE Abut 1 CABLE LOOSE Abut 1 NUTS MISSING Abut 1 MISSING ANCHOR NUT BUT HAS BEEN REPLACED Abut 2 Abut 2 1,4,5,7 MISSING ANCHOR COVER Abut 2 LOOSE AND MISSING BOTH SIDES TYPICAL SURFACE CORROSION LOCATIONS ON HANDRAILING 133

CABLE ANCHOR
l;L£~3- ~ ,tDETAIL &
CABLE
cs
SCALE:

SHOP NOTE:

Coa1..Sllpparl,(CS1)To k CwHINIII an Fooa Of
Vll"f.Jcol. (T>11lwl)
&
z .. 1,

CABLE SUPPORT
(CS 2) DETAIL sc1-1 i:-. ,. _ •• _,..

See Conn. Dtl. 12,
s~,~~-T_I~~ "A - A" @
'fl.:, "

ELEVATION
SCM.£; 1 • • 1' -0-
&.

DECK PLATE (DP 1) DTL.

SC.AU:: 3• • 1•-0•
.&
DTL.

SCALE: 1 1/2 • 1'-o•
Bott01n Cticrd
(BC 1)
IJ..2
"'"
30•-.. J•
OUT TO OUT OF "TC 1" lri.1£~B£RS
r-,
,. (a.R.2

HANDRAIL
DETAIL
SCALE: 3"' • 1'-0"'
2·-e,
·""""' ('1 ll
2•-, 2"--~·
.... l ~ EX 1
,·. ~.-,.·: .;: IJ ;rrFr·11 !. , ,.J I ~ ', I L11 ::L.-:r-, :-~ .& DRAFT Field Inspection Photos Montalvo Bridge December 03, 2021 134
DRAFT
PXL_20211203_193505199 PXL_20211203_230012092
135
DRAFT
PXL_20211203_192104126 PXL_20211203_231534916
136
DRAFT
PXL_20211203_231547821 PXL_20211203_231618146
137
DRAFT
PXL_20211203_231636806 PXL_20211203_191358042
138
DRAFT
PXL_20211203_192130099 PXL_20211203_192957911
139
ELEVATION s==c::-AL£: :-::--,
-=- J;::-:,s:-:-.-.-,-=-- ,_-.o•=-------G)
DRAFT
PXL_20211203_193003905 PXL_20211203_193129398
140
DRAFT
PXL_20211203_193134138
PXL_20211203_193315990.MP
141
DRAFT
PXL_20211203_193327298 PXL_20211203_193337586
142
DRAFT
PXL_20211203_193415023 PXL_20211203_193418077
143
DRAFT
PXL_20211203_195629909 PXL_20211203_200634603
144
DRAFT
PXL_20211203_230058793
PXL_20211203_230104120
145
•·-
(GUT 1D GUT f/f
7(\\
DRAFT
PXL_20211203_230114438 PXL_20211203_230120938
146
DRAFT
PXL_20211203_230129339_red PXL_20211203_230412050
147
DRAFT
PXL_20211203_231117515 PXL_20211203_231126745
148
DRAFT
PXL_20211203_231135031
PXL_20211203_231146286
149
DRAFT
PXL_20211203_231206919
PXL_20211203_231241761
150
DRAFT
PXL_20211203_231252904 PXL_20211203_231322715
151
DRAFT
PXL_20211203_231328688
PXL_20211203_231923797
152
DRAFT
PXL_20211203_231930752 IMG_3422
153
DRAFT
IMG_3423 IMG_3424
154
DRAFT
IMG_3425 IMG_3426
155
DRAFT
IMG_3427 IMG_3428
156
DRAFT
IMG_3429 IMG_3430
157
DRAFT
IMG_3431 IMG_3432
158
DRAFT
IMG_3433
IMG_3434
159
DRAFT
IMG_3435 IMG_3436
160
DRAFT
IMG_3437 IMG_3441
161
DRAFT
IMG_3442 IMG_3443
162
DRAFT
IMG_3444 IMG_3445
163
DRAFT
IMG_3446 IMG_3447
164
DRAFT
IMG_3448 IMG_3449
165
DRAFT
IMG_3450 IMG_3451
166
DRAFT
IMG_3452 IMG_3453
167
DRAFT
IMG_3454 IMG_3455
168
DRAFT
IMG_3456
IMG_3457
169
DRAFT
IMG_3458 IMG_3459
170
DRAFT
IMG_3460
IMG_3461
171
DRAFT
IMG_3462 IMG_3463
172
DRAFT
IMG_3464 IMG_3465
173
DRAFT
IMG_3466
IMG_3467
174
DRAFT
IMG_3468
IMG_3469
175
DRAFT Field Inspection Photos Riviera Bridge December 03, 2021 176
DRAFT
PXL_20211203_170745158 PXL_20211203_170733192.MP
177
DRAFT
PXL_20211203_170728871 PXL_20211203_170848684
178
DRAFT
PXL_20211203_172424755.MP PXL_20211203_172427389
179
DRAFT
PXL_20211203_173614186 PXL_20211203_173618215
180
DRAFT
PXL_20211203_174717629 PXL_20211203_175742051
181
DRAFT
PXL_20211203_175745060 PXL_20211203_175759748
182
DRAFT
PXL_20211203_175813283 PXL_20211203_180204972
183
DRAFT
PXL_20211203_180339988 PXL_20211203_180540139
184
DRAFT
PXL_20211203_182711917 PXL_20211203_182717282.MP
185
DRAFT
PXL_20211203_182825347 PXL_20211203_182920270
186
DRAFT
PXL_20211203_183009106 PXL_20211203_183305389.MP
187
DRAFT
PXL_20211203_184148881 PXL_20211203_184155151
188
DRAFT
PXL_20211203_184158671 IMG_3382
189
DRAFT
IMG_3383 IMG_3384
190
DRAFT
IMG_3385 IMG_3386
191
DRAFT
IMG_3387 IMG_3388
192
DRAFT
IMG_3389 IMG_3390
193
DRAFT
IMG_3391 IMG_3392
194
DRAFT
IMG_3393 IMG_3394
195
DRAFT
IMG_3395 IMG_3396
196
DRAFT
IMG_3397 IMG_3398
197
DRAFT
IMG_3400 IMG_3401
198
DRAFT
IMG_3402 IMG_3403
199
DRAFT
IMG_3404 IMG_3405
200
DRAFT
IMG_3406 IMG_3407
201
DRAFT
IMG_3408 IMG_3409
202
DRAFT
IMG_3410 IMG_3411
203
DRAFT
IMG_3412 IMG_3413
204
DRAFT
IMG_3414 IMG_3415
205
DRAFT
IMG_3416 IMG_3417
206
DRAFT
IMG_3418 IMG_3420
207
DRAFT
IMG_3421
208
DRAFT
APPENDIX “G”

PRODUCT SPECIFICATIONS AND REFERENCES
City Project No. 23802
209
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
1 SSPC: The Society for Protective Coatings

JOINT SURFACE PREPARATION STANDARD
SSPC-SP 10/NACE NO. 2
Near-White Metal Blast Cleaning
This The Society for Protective Coatings (SSPC)/NACE
International (NACE) standard represents a consensus of those individual members who have reviewed this document, its scope, and provisions. It is intended to aid the manufacturer, the consumer, and the general public. Its acceptance does not in any respect preclude anyone, whether he has adopted the standard or not, from manufacturing, marketing, purchasing, or using products, processes, or procedures not addressed in this standard. Nothing contained in this SSPC/NACE standard is to be construed as granting any right, by implication or otherwise, to manufacture, sell, or use in connection with any method, apparatus, or product covered by Letters Patent, or as indemnifying or protecting anyone against liability for infringement of Letters Patent. This standard represents current technology and should in no way be interpreted as a restriction on the use of better procedures or materials. Neither is this standard intended to apply in all cases relating to the subject.

Unpredictable circumstances may negate the usefulness of this standard in specific instances. SSPC and NACE assume no responsibility for the interpretation or use of this standard by other parties and accept responsibility for only those official interpretations issued by SSPC or NACE in accordance with their governing procedures and policies which preclude the issuance of interpretations by individual volunteers.

Users of this SSPC/NACE standard are responsible
for reviewing appropriate health, safety, environmental, and regulatory documents and for determining their applicability in relation to this standard prior to its use. This SSPC/NACE standard may not necessarily address all potential health and safety problems or environmental hazards associated with the use of materials, equipment, and/or operations detailed or referred to within this standard. Users of this SSPC/NACE standard are also responsible for establishing appropriate health, safety, and environmental protection practices, in consultation with appropriate regulatory authorities if necessary, to achieve compliance with any existing applicable regulatory requirements prior to the use of this standard.

CAUTIONARY NOTICE: SSPC/NACE standards are
subject to periodic review, and may be revised or withdrawn at any time in accordance with technical committee procedures.

SSPC and NACE require that action be taken to reaffirm, revise, or withdraw this standard no later than five years from the date of initial publication.The user is cautioned to obtain the latest edition. Purchasers may receive current information on all standards and other publications by contacting the organizations at the addresses below:
©SSPC: The Society for Protective Coatings
40 24th Street, Sixth Floor
Pittsburgh, PA 15222
(telephone +1 877/281-7772)
©NACE International
1440 South Creek
Houston, TX 77084-4906
(telephone +1 281/228-6200)
Foreword
This joint standard covers the use of blast cleaning
abrasives to achieve a defined degree of cleaning of steel surfaces prior to the application of a protective coating or lining system. This standard is intended for use by coating or lining specifiers, applicators, inspectors, or others who may be responsible for defining a standard degree of surface cleanliness.

The focus of this standard is near-white metal blast
cleaning. White metal blast cleaning, commercial blast cleaning, industrial blast cleaning, and brush-off blast cleaning are addressed in separate standards.

Near-white metal blast cleaning provides a greater degree of cleaning than commercial blast cleaning (SSPC-SP 6/NACE No. 3
1 ) but less than white metal blast cleaning (SSPC-SP
5/NACE No. 1
2 ).

Near-white metal blast cleaning is used when the objective is to remove all rust, coating, and mill scale, but when the extra effort required to remove all stains of these materials is determined to be unwarranted. Staining shall be limited to no more than 5 percent of each unit area of surface.

Near-white metal blast cleaning allows staining on only 5 percent of each unit area of surface, while commercial blast cleaning allows staining on 33 percent of each unit area of surface. White metal blast cleaning does not permit any staining to remain on the surface.

This joint standard was originally prepared in 1994 and reaffirmed in 2000 by the SSPC/NACE Task Group A on
Surface Preparation by Abrasive Blast Cleaning, and NACE Unit Committee T-6G on Surface Preparation. This joint task 210
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
2 reference photographs and comparators is in Paragraph A3 of Appendix A.

Section 3: Associated Documents

3.1 The latest issue, revision, or amendment of the documents listed in Paragraph 3.3 in effect on the date of invitation to bid shall govern unless otherwise specified.

3.2 If there is a conflict between the requirements of any of the documents listed in Paragraph 3.3 and this standard, the requirements of this standard shall prevail.

3.3 Documents cited in the mandatory sections of this
standard include:

Document Title
SSPC-AB 1
4 Mineral and Slag Abrasives
SSPC-AB 2
5 Cleanliness of Recycled Ferrous
Metallic Abrasives
SSPC-AB 3
6 Ferrous Metallic Abrasives
SSPC-SP 1
7 Solvent Cleaning
SSPC-VIS 1 Guide and Reference Photographs
for Steel Surfaces Prepared by Dry
Abrasive Blast Cleaning
Section 4: Procedures Before Cleaning

4.1 Before blast cleaning, visible deposits of oil, grease, or other contaminants shall be removed in accordance with SSPC-SP 1 or other agreed-upon methods.

4.2 Before blast cleaning, surface imperfections such as sharp fins, sharp edges, weld spatter, or burning slag should be removed from the surface to the extent required by the procurement documents (project specification). Additional information on surface imperfections is in Paragraph A4 of Appendix A.

4.3 If reference photographs or comparators are specified to supplement the written standard, the condition of the steel prior to blast cleaning should be determined before the blasting commences. Additional information on reference photographs and comparators is in Paragraph A3 of Appendix A.

Section 5: Blast Cleaning Methods and
Operation

5.1 Clean, dry compressed air shall be used for nozzle
blasting. Moisture separators, oil separators, traps, or other equipment may be necessary to achieve this requirement.

5.2 Any of the following methods of surface preparation may be used to achieve a near-white metal blast cleaned surface:
group includes members of both the SSPC Surface Preparation Committee and the NACE Unit Committee T-6G on Surface
Preparation. It was reaffirmed in 2006 by the SSPC Surface Preparation Committee and NACE Specific Technology
Group (STG) 04, Protective Coatings and Linings: Surface Preparation.

In SSPC/NACE standards, shall and must are used to
state mandatory requirements. Should is used to state that which is considered good and is recommended but is not
absolutely mandatory. May is used to state that which is considered optional.

Section 1: General

1.1 This joint standard covers the requirements for nearwhite metal blast cleaning of uncoated or coated steel surfaces by the use of abrasives. These requirements include the end condition of the surface and materials and procedures necessary to achieve and verify the end condition.

1.2 The mandatory requirements are described in
Sections 1 to 9. Section 10, “Comments,” and Appendix A, “Explanatory Notes,” are not mandatory requirements of this standard.

1.3 Information about the function of near-white metal
blast cleaning is in Paragraph A1 of Appendix A.

1.4 Information about use of this standard in maintenance coating work is in Paragraph A2 of Appendix A.

Section 2: Definitions

2.1 Near-White Metal Blast Cleaned Surface: A nearwhite metal blast cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products, and other foreign matter. Random staining shall be limited to no more than 5 percent of each unit area of surface (approximately 5,800 mm
2 [9.0 in.
2 ] (i.e., a square 76 mm x 76 mm [3.0 in. x

3.0 in.]), and may consist of light shadows, slight streaks, or minor discolorations caused by stains of rust, stains of mill scale, or stains of previously applied coating.

2.1.1 Acceptable variations in appearance that do not
affect surface cleanliness as defined in Paragraph 2.1 include variations caused by the type of steel, original surface condition, thickness of the steel, weld metal, mill or fabrication marks, heat treating, heat-affected zones, blasting abrasives, and differences because of blasting technique.

2.1.2 SSPC-VIS 1
3 may be specified to supplement the
written definition. In any dispute, the written definition set forth in this standard shall take precedence over reference photographs and comparators. Additional information on
211
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
3 5.2.1 Dry abrasive blasting using compressed air, blast nozzles, and abrasive.

5.2.2 Dry abrasive blasting using a closed-cycle, recirculating abrasive system with compressed air, blast nozzle, and abrasive, with or without vacuum for dust and abrasive recovery.

5.2.3 Dry abrasive blasting using a closed-cycle, recirculating abrasive system with centrifugal wheels and abrasive.

5.3 Other methods of surface preparation (such as wet
abrasive blast cleaning) may be used to achieve a near-white metal blast cleaned surface by mutual agreement between those responsible for establishing the requirements and those responsible for performing the work. Information on the use of inhibitors to prevent the formation of rust immediately after wet abrasive blast cleaning is in Paragraph A5 of Appendix A.

Section 6: Blast Cleaning Abrasives

6.1 The selection of abrasive size and type shall be based on the type, grade, and surface condition of the steel to be cleaned, the type of blast cleaning system used, the finished surface to be produced (cleanliness and surface profile [roughness]), and whether the abrasive will be recycled.

6.2 The cleanliness and size of recycled abrasives shall be maintained to ensure compliance with this standard.

6.3 The blast cleaning abrasive shall be dry and free of oil, grease, and other contaminants as determined by the test methods found in SSPC-AB 1, SSPC-AB 2, and SSPC-AB 3.

6.4 Any limitations on the use of specific abrasives, the quantity of contaminants, or the degree of allowable embedment shall be included in the procurement documents (project specification) covering the work, because abrasive embedment and abrasives containing contaminants may not be acceptable for some service requirements. Additional information on abrasive selection is in Paragraph A6 of Appendix A.

6.5 When a coating is specified, the cleaned surface
shall be roughened to a degree suitable for the specified coating system. Additional information on surface profile and the film thickness of coating applied over the surface profile is in Paragraphs A7 and A8 of Appendix A.

Section 7: Procedures Following Blast Cleaning
and Immediately Prior to Coating

7.1 Visible deposits of oil, grease, or other contaminants shall be removed according to SSPC-SP 1 or another method agreed upon by those parties responsible for establishing the requirements and those responsible for performing the work.

7.2 Dust and loose residues shall be removed from
prepared surfaces by brushing; blowing off with clean, dry air; vacuum cleaning; or other methods agreed upon by
those responsible for establishing the requirements and those responsible for performing the work.

7.2.1 The presence of toxic metals in the abrasives or
coating being removed may place restrictions on the methods of cleaning permitted. The chosen method shall comply with all applicable regulations.

7.2.2 Moisture separators, oil separators, traps, or other equipment may be necessary to achieve clean, dry air.

7.3 After blast cleaning, any remaining surface imperfections (e.g., sharp fins, sharp edges, weld spatter, burning slag, scabs, slivers) shall be removed to the extent required by the procurement documents (project specification). Any damage to the surface profile resulting from the removal of surface imperfections shall be corrected to meet the requirements of Paragraph 6.5. Additional information on surface imperfections is in Paragraph A4 of Appendix A.

7.4 Immediately prior to coating application, the entire surface shall comply with the degree of cleaning specified in this standard. Any visible rust that forms on the surface of the steel after blast cleaning shall be removed by recleaning the rusted areas before coating. Information on chemical contamination, rust-back (rerusting), and the effect of dew point (surface condensation) is in Paragraphs A9, A10, and A11 of Appendix A.

Section 8: Inspection

8.1 Work performed and materials supplied under this
standard are subject to inspection by a representative of those responsible for establishing the requirements. Materials and work areas shall be accessible to the inspector. The procedures and times of inspection shall be as agreed upon by those responsible for establishing the requirements and those responsible for performing the work.

8.2 Conditions not complying with this standard shall be corrected. In the case of a dispute, an arbitration or settlement procedure established in the procurement documents (project specification) shall be followed. If no arbitration or settlement procedure is established, a procedure mutually agreeable to purchaser and supplier shall be used.

8.3 The procurement documents (project specification)
should establish the responsibility for inspection and for any required affidavit certifying compliance with the specification. 212
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
4 8. SSPC-SP COM (latest revision), “Surface Preparation Commentary for Steel and Concrete Substrates” (Pittsburgh, PA: SSPC).

9. SSPC-PA Guide 4 (latest revision), “Guide to Maintenance Repainting with Oil Base or Alkyd Painting Systems” (Pittsburgh, PA: SSPC).

10. NACE Standard SP0178 (formerly RP0178-2003) (latest revision), “Fabrication Details, Surface Finish Requirements, and Proper Design Considerations for Tanks and Vessels to Be Lined for Immersion Service” (Houston, TX: NACE).

11. NACE Standard RP0287 (latest revision), “Field Measurement of Surface Profile of Abrasive Blast-Cleaned Steel Surfaces Using a Replica Tape” (Houston, TX: NACE).

12. ASTM(1) D 4417 (latest revision), “Standard Test Methods for Field Measurement of Surface Profile of Blast Cleaned Steel” (West Conshohocken, PA: ASTM).

13. SSPC-PA 2 (latest revision), “Measurement of Dry Coating Thickness with Magnetic Gages” (Pittsburgh, PA: SSPC).

14. SSPC-SP 12/NACE No. 5 (latest revision), “Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating” (Pittsburgh, PA: SSPC, and Houston, TX: NACE).

15. SSPC-Guide 15 (latest revision), “Field Methods for Retrieval and Analysis of Soluble Salts on Steel and Other Nonporous Substrates” (Pittsburgh, PA: SSPC).

Appendix A: Explanatory Notes
(Nonmandatory)
A1 FUNCTION: Near-white metal blast cleaning (SSPCSP 10/NACE No. 2) provides a greater degree of cleaning than commercial blast cleaning (SSPC-SP 6/NACE No. 3)
but less than white metal blast cleaning (SSPC-SP 5/NACE No. 1). It should be used when a high degree of blast cleaning is required. The primary functions of blast cleaning before coating are (a) to remove material from the surface that can cause early failure of the coating and (b) to obtain a suitable surface profile (roughness) to enhance the adhesion of the new coating system. The hierarchy of blasting standards is as follows: white metal blast cleaning, near-white metal blast cleaning, commercial blast cleaning, industrial blast cleaning, and brush-off blast cleaning.

A2 MAINTENANCE COATING WORK: When this standard is used in maintenance coating work, specific instructions should be provided on the extent of surface to be blast cleaned or spot blast cleaned to this degree of cleanliness. In these cases, this degree of cleaning applies to the entire specified (1) ASTM International (ASTM), 100 Barr Harbor Drive, West Coshohocken, PA 19428-2959.

Section 9: Safety and Environmental
Requirements

9.1 Because abrasive blast cleaning is a hazardous operation, all work shall be conducted in compliance with applicable occupational and environmental health and safety rules and regulations.

Section 10: Comments (Nonmandatory)

10.1 Additional information and data relative to this standard are in Appendix A. Detailed information and data are presented in SSPC-SP COM.
8 The recommendations in Appendix A and
SSPC-SP COM are believed to represent good practice, but are not to be considered requirements of the standard. The sections of SSPC-SP COM that discuss subjects related to near-white metal blast cleaning are listed below.

Subject Commentary Section
Abrasive Selection...............................................6 Film Thickness ..................................................10 Maintenance Repainting...................................4.2 Reference Photographs .................................... 11 Rust-Back (Rerusting) ......................................4.5 Surface Profile ..................................................6.2 Weld Spatter..................................................4.4.1 Wet Abrasive Blast Cleaning ............................8.2 References

1. SSPC-SP 6/NACE No. 3 (latest revision), “Commercial
Blast Cleaning” (Houston, TX: NACE, and Pittsburgh, PA:

SSPC).

2. SSPC-SP 5/NACE No. 1 (latest revision), “White Metal Blast Cleaning” (Pittsburgh, PA: SSPC, and Houston, TX:

NACE).

3. SSPC-VIS 1 (latest revision), “Guide and Reference
Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning” (Pittsburgh, PA: SSPC).

4. SSPC-AB 1 (latest revision), “Mineral and Slag Abrasives” (Pittsburgh, PA: SSPC).

5. SSPC-AB 2 (latest revision), “Cleanliness of Recycled Ferrous Metallic Abrasives” (Pittsburgh, PA: SSPC).

6. SSPC-AB 3 (latest revision), “Ferrous Metallic Abrasives” (Pittsburgh, PA: SSPC).

7. SSPC-SP 1 (latest revision), “Solvent Cleaning” (Pittsburgh, PA: SSPC). 213
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
5 area. For example, if all weld seams are to be cleaned in a maintenance operation, this degree of cleaning applies to 100 percent of all weld seams. If the entire structure is to be prepared, this degree of cleaning applies to 100 percent of the entire structure. SSPC-PA Guide 4
9 provides a description of
accepted practices for retaining old sound coating, removing unsound coating, feathering, and spot cleaning.

A3 REFERENCE PHOTOGRAPHS AND COMPARATORS: SSPC-VIS 1 provides color photographs for the various grades of surface cleaning as a function of the initial condition of the steel. The photographs A SP 10, B SP 10, C SP 10, D SP 10, G1 SP 10, G
2SP 10, and G3
SP 10 depict surfaces cleaned to
near-white metal. Other available reference photographs and comparators are described in Section 11 of SSPC-SP COM.

A4 SURFACE IMPERFECTIONS: Surface imperfections
can cause premature coating failure when the service is severe.

Coatings tend to pull away from sharp edges and projections, leaving little or no coating to protect the underlying steel. Other features that are difficult to cover and protect properly include crevices, weld porosities, laminations, etc. The high cost of the methods to remedy surface imperfections (such as edge rounding and weld spatter removal) should be weighed against the costs of a potential coating failure.

Poorly adhering contaminants, such as weld slag residues, loose weld spatter, and some minor surface laminations, may be removed during the blast cleaning operation. Other surface defects (steel laminations, weld porosities, or deep corrosion pits) may not be evident until the surface cleaning has been completed. Repair of such surface defects should be planned properly because the timing of the repairs may occur before, during, or after the blast cleaning operation. Section 4.4 of SSPC-SP COM and NACE Standard SP017810 contain additional information on surface imperfections.

A5 WET ABRASIVE BLAST CLEANING: Steel that is
wet abrasive blast cleaned may rust rapidly. Clean water should be used for rinsing. It may be necessary to add inhibitors to the water or apply them to the surface immediately after blast cleaning to temporarily prevent rust formation. The use of inhibitors or the application of coating over slight discoloration should be in accordance with the requirements of the coating manufacturer. CAUTION: Some inhibitive treatments may
interfere with the performance of certain coating systems.

A6 ABRASIVE SELECTION: Types of metallic and
nonmetallic abrasives are discussed in SSPC-SP COM. Blasting abrasives may become embedded in, or leave residues on, the surface of the steel during cleaning. While such embedment or residues are normally not detrimental, care should be taken to ensure that the abrasive is free from detrimental amounts of water-soluble, solvent-soluble, acid-soluble, or other soluble contaminants (particularly if the cleaned steel is to be used in an immersion environment). Criteria for selecting and evaluating abrasives are in SSPC-AB 1, SSPC-AB 2, and SSPC-AB 3.

A7 SURFACE PROFILE: Surface profile is the roughness of the surface that results from abrasive blast cleaning.

The profile height is dependent on the size, shape, type, and hardness of the abrasive, particle velocity and angle of impact, hardness of the surface, amount of abrasive recycling, and the proper maintenance of working mixtures of grit and/or shot.

The allowable minimum/maximum height of profile is
usually dependent on the thickness of the coating to be applied.

Large particle-sized abrasives (particularly metallic) can produce a surface profile that may be too high to be adequately covered by a single thinfilm coat. Accordingly, the use of larger abrasives should be avoided in these cases. However, larger abrasives may be needed for thickfilm coatings or to facilitate removal of thick coatings, heavy mill scale, or rust. If control of surface profile (minimum/maximum) is deemed to be significant to coating performance, it should be addressed in the procurement documents (project specification). Typical surface profile heights achieved with commercial abrasive media are shown in Table 6 of SSPC-SP COM. Surface profile should be measured in accordance with NACE Standard RP028711
or ASTM D 4417.12
A8 FILM THICKNESS: It is essential that ample coating
be applied after blast cleaning to adequately cover the peaks of the surface profile. The dryfilm thickness of the coating above the peaks of the profile should equal the thickness known to be needed for the desired protection. If the dryfilm thickness over the peaks is inadequate, premature rust-through or coating failure will occur. To ensure that coating thicknesses are properly measured, the procedures in SSPC-PA 213 should be used.

A9 CHEMICAL CONTAMINATION: Steel contaminated
with soluble salts (e.g., chlorides and sulfates) develops rustback rapidly at intermediate and high levels of humidity. These soluble salts can be present on the steel surface prior to blast cleaning as a result of atmospheric contamination. In addition, contaminants can be deposited on the steel surface during blast cleaning if the abrasive is contaminated. Therefore, rustback can be minimized by removing these salts from the steel surface and eliminating sources of recontamination during and after blast cleaning. Wet methods of removal are described in SSPC-SP 12/NACE No. 5.14 Identi
fication of the contaminants
along with their concentrations may be obtained from laboratory and field tests as described in SSPC-Guide 15.15
A10 RUST-BACK: Rust-back (rerusting) occurs when
freshly cleaned steel is exposed to moisture, contamination, or a corrosive atmosphere. The time interval between blast cleaning and rust-back varies greatly from one environment to another. Under mild ambient conditions, if chemical contamination (see Paragraph A9) is not present, it is best to blast clean and coat a surface on the same day. Severe conditions may require a more expeditious coating application to avoid contamination from fallout. Chemical contamination should be removed prior to coating.
214
DRAFT
SSPC-SP 10/NACE No. 2
January 1, 2007
6 A11 DEW POINT: Moisture condenses on any surface
that is colder than the dew point of the surrounding air. It is therefore recommended that the temperature of the steel surface be at least 3 °C (5 °F) above the dew point during dry blast cleaning operations. It is advisable to visually inspect for moisture and periodically check the surface temperature and dew point during blast cleaning operations and to avoid the application of coating over a damp surface.
215
DRAFT
%:2R9W314X YZ[ E(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
" # $ # % & ' ( ) * " + # % ' , ' % - & ' ( ) . - &-
/010234 &560 2UJDQLF=LQF5LFK(SR[\
.0742368391
8OWUDORZ92&RUJDQLF]LQFHSR[\VWHHOSULPHUZLWKH[WUHPHO\IDVWFXUHWRWRSFRDWFKDUDFWHULVWLFV IRULQVKRSDSSOLFDWLRQVDQGTXLFNWXUQDURXQGUHTXLUHPHQWVLQWKHILHOG&DUER]LQF 92&KDV
OHVVWKDQJO92&

WKLQQHG
DQGFDQEHXVHGLQYLUWXDOO\DOOLQGXVWULDOPDUNHWV
,0:8;207
5DSLGFXUH'U\WRUHFRDWLQPLQXWHVDW)
&
DQGUHODWLYHKXPLGLW\
&RPSOLHVZLWK663&3DLQW
7\SH,,

0HHWV&ODVV%VOLSFRHIILFLHQWDQGFUHHSWHVWLQJFULWHULDIRUXVHRQID\LQJVXUIDFHVXSWRPLOV GU\
6HH'U\)LOP7KLFNQHVVVHFWLRQ

/RZWHPSHUDWXUHFXUHGRZQWR)
&

([FHOOHQWDGKHVLRQ
3URWHFWVDJDLQVWXQGHUFXWWLQJFRUURVLRQ
$YDLODEOHLQ$670'7\SH,,]LQFYHUVLRQ
)LHOGSURYHQSULPHUWKDWDSSOLHVZHOOE\VSUD\PHWKRGV ([FHOOHQWWRXFKXSSULPHUE\EUXVKRUUROOIRUVPDOODUHDV ([WUHPHO\ORZ92&
OHVVWKDQJO

/RZ+$36
OEVVROLGJDO

%9<92 *UHHQ

,3137= )ODW
+23>02 6HOI3ULPLQJ
.25 ,3<> &=34?1077
PLOV
PLFURQV
SHUFRDW
'U\ILOPWKLFNQHVVHVRIPLOVDUHDFFHSWDEOHIRUSHUIRUPDQFHRQID\LQJVXUIDFHVWRPDLQWDLQ &ODVV%FHUWLILFDWLRQ7KLFNQHVVLQH[FHVVRIPLOV PLFURQV
SHUFRDWLVQRWUHFRPPHQGHG
&98:< @314 .;78 31 .25
,3<>
%\:HLJKW

"9<3A7 %918018 %\9ROXPH
&=0920834:< %9B02:C0
D:80

IWðJDODWPLOV
PðODWPLFURQV

IWðJDODWPLOV
PðODWPLFURQV

$OORZIRUORVVLQPL[LQJDQGDSSOLFDWLRQ
E(% E : <;0F7G
3HU(3$0HWKRG

OEVJDO

R]JDORI7KLQQHU(

OEVJDO

7KHVHDUHQRPLQDOYDOXHVDQGPD\YDU\VOLJKWO\ZLWKFRORU3URGXFWFRQWDLQV92&H[HPSWWEXW\O DFHWDWH&KHFNORFDOUHJXODWLRQVUHJDUGLQJSURGXFWXVDJH .25 &0>6H D07378:140 &RQWLQXRXV
)
&

1RQ&RQWLQXRXV
)
&

&9649:87
0D\EHFRDWHGZLWK$FU\OLFV(SR[LHVRU3RO\XUHWKDQHVGHSHQGLQJRQH[SRVXUHDQGQHHG 8QGHUFHUWDLQFRQGLWLRQVDPLVWFRDWLVUHTXLUHGWRPLQLPL]HWRSFRDWEXEEOLQJ 216
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2R9W314X YZ[ E(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
"IJ"&D- &#" * "ID, -%# +D#+ -D- &'()
/0102:< 6XUIDFHVPXVWEHFOHDQDQGGU\(PSOR\DGHTXDWHPHWKRGVWRUHPRYHGLUWGXVWRLODQGDOORWKHU FRQWDPLQDQWVWKDWFRXOGLQWHUIHUHZLWKDGKHVLRQRIWKHFRDWLQJ "800< 663&63ZLWKDPLO
PLFURQ
SURILOH663&63RU63ZLWKDURXJKHQHGVXUIDFH
IRUWRXFKXS
+ # D , ( D K - ) % # . - &-
&078 K08=9A "5780> D07;<87
$670'
,PSDFW
$
%
3RO\XUHWKDQH
*DUGQHU,PSDFW7HVWHU'LUHFW

LQWUXVLRQ
LQFKSRXQGVRYHUVWHH
$%PLQ
$670'$GKHVLRQ $&DUER]LQF
%
3RO\XUHWKDQH
&
(SR[\3RO\XUHWKDQH
$SVL3QHXPDWLF%PLQ
SVL3QHXPDWLF&SVL(OFRPHWHU
$670')OH[LELOLW\ $
%
3RO\XUHWKDQH $!%!
$670'
,PPHUVLRQ
$&DUER]LQF
(SR[\3RO\XUHWKDQH
6DOW:DWHU
VRGLXPFKORULGH

DW)GD\V%
(SR[\
$ %KDGQRUXVWLQJLQWKHVFULEH

DQGQREOLVWHULQJVRIWHQLQJRU
GLVFRORUDWLRQZLWKHLWKHUHQYLU
6OLS&RHIILFLHQW
$670$

%ODVWHG6WHHO2QH&RDW
8SWR
PLOV')7WKLQQHGXSWR
0HHWV&ODVV%5DWLQJ
7HVWUHSRUWVDQGDGGLWLRQDOGDWDDYDLODEOHXSRQZULWWHQUHTXHVW K'L')/ * &M'))')/
K3N31C
3RZHUPL[3DUW$FRPSOHWHO\7KHQVORZO\VLIWLQWKH]LQFILOOHUXQGHUDJLWDWLRQ3RZHUPL[3DUW% VHSDUDWHO\DQGDGGVORZO\WRWKHPL[WXUH3RXUPL[WXUHWKURXJKDPHVKVFUHHQ'21270,; 3$57,$/.,76&36O6LIWLQJ]LQFWKURXJKDZLQGRZVFUHHQZLOODLGLQPL[LQJSURFHVVE\EUHDNLQJXS RUFDWFKLQJGU\]LQFOXPSV
&=31131C
1RUPDOO\QRWUHTXLUHGEXWPD\EHWKLQQHGXSWRR]JDO
ZLWK7KLQQHU(RU7KLQQHU
(8VHRIWKLQQHUVRWKHUWKDQWKRVHVXSSOLHGE\&DUEROLQHPD\DGYHUVHO\DIIHFWSURGXFW SHUIRUPDQFHDQGYRLGSURGXFWZDUUDQW\ZKHWKHUH[SUHVVHGRULPSOLHG D:839
*DO.LW
3DUW$
JDOORQV
3DUW%
JDOORQV
=LQF)LOOHU
OEV
*DO.LW
3DUW$
JDOORQV
3DUW%
JDOORQ
=LQF)LOOHU
OEV
+98 $3P0 +RXUVDW)
&
DQGOHVVDWKLJKHUWHPSHUDWXUHV3RWOLIHHQGVZKHQFRDWLQJORVHVERG\DQG EHJLQVWRVDJ
-++$'%- &'() #QI'+K#)& /I'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
"62:5 -66<34:8391
F/0102:<G
7KHIROORZLQJVSUD\HTXLSPHQWKDVEHHQIRXQGVXLWDEOHDQGLVDYDLODEOHIURPPDQXIDFWXUHUVVXFK DV%LQNV'H9LOELVVDQG*UDFR.HHSPDWHULDOXQGHUPLOGDJLWDWLRQGXULQJDSSOLFDWLRQ 217
~f~,~yn~ reproofing
,----= I ----
DRAFT
%:2R9W314X YZ[ E(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
-++$'%- &'() #QI'+K#)& /I'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
%91B018391:< "62:5 $JLWDWHGSUHVVXUHSRWHTXLSSHGZLWKGXDOUHJXODWRUV´,'PLQLPXPPDWHULDOKRVH´,' IOXLGWLSDQGDSSURSULDWHDLUFDS
-32<077 "62:5
3XPS5DWLR

PLQ

*302XWSXW

PLQ

0DWHULDO+RVH
´,'
PLQ

7LS6L]H
´
2XWSXW36,

)LOWHU6L]H
PHVK

7HIORQSDFNLQJVDUHUHFRPPHQGHGDQGDYDLODEOHIURPWKHSXPSPDQXIDFWXUHU J2;7= * D9<<02
F/0102:<G
)RUVPDOODUHDVDQGWRXFKXSRQO\3UHIHUUHGPHWKRGIRUODUJHDUHDVLVVSUD\DSSOLFDWLRQ -++$'%- &'() %().'&'()"
%91A38391 K:8023:< ";2P:40 ->R3018 M;>3A385
0LQLPXP )
&
)
&
)
&

0D[LPXP
)
&
)

&
)
&

,QGXVWU\VWDQGDUGVDUHIRUWKHVXEVWUDWHWHPSHUDWXUHVWREH) &
DERYHWKHGHZSRLQW7KLVSURGXFWVLPSO\UHTXLUHVWKH
VXEVWUDWHWHPSHUDWXUHWREHDERYHWKHGHZSRLQW&RQGHQVDWLRQGXHWRVXEVWUDWHWHPSHUDWXUHVEHORZWKHGHZSRLQWFDQFDXVH IODVKUXVWLQJRQSUHSDUHGVWHHODQGLQWHUIHUHZLWKSURSHUDGKHVLRQWRWKHVXEVWUDWH6SHFLDODSSOLFDWLRQWHFKQLTXHVPD\EHUHTXLUHG DERYHRUEHORZQRUPDODSSOLFDWLRQFRQGLWLRQV
%ID')/ "%M#.I$#
";2P:40 &0>6H .25 89 M:1A<0 .25 89 &9649:8
)
&
+RXUV +RXUV
)
&
+RXUV +RXUV
)
&
+RXUV 0LQXWHV
)
&
+RXU 0LQXWHV
7KHVHWLPHVDUHEDVHGRQDPLO
PLFURQ
GU\ILOPWKLFNQHVV+LJKHUILOPWKLFNQHVVLQVXIILFLHQWYHQWLODWLRQRUFRROHU WHPSHUDWXUHVZLOOUHTXLUHORQJHUFXUHWLPHVDQGFRXOGUHVXOWLQVROYHQWHQWUDSPHQWDQGSUHPDWXUHIDLOXUH"6043P34 89649:8 629A;487 4:1 R0 ;70A 31 : >;4= 7=92802 20!49:8 31802B:<H %917;<8 %:2R9<310 P92 2049>>01A:83917 :1A 8078 207;<87H K:N3>;> D049:8O 8QOLPLWHG0XVWKDYHDFOHDQGU\VXUIDFHIRUWRSFRDWLQJ³/RRVH´FKDONRUVDOWVPXVWEHUHPRYHGLQ DFFRUGDQFHZLWKJRRGSDLQWLQJSUDFWLFH&RQVXOW&DUEROLQH7HFKQLFDO6HUYLFHIRUVSHFLILFLQIRUPDWLRQ %$#-)I+ * "-,#&S
%<0:1;6 8VH7KLQQHURU$FHWRQH,QFDVHRIVSLOODJHDEVRUEDQGGLVSRVHRILQDFFRUGDQFHZLWKORFDO DSSOLFDEOHUHJXODWLRQV
":P085
5HDGDQGIROORZDOOFDXWLRQVWDWHPHQWVRQWKLVSURGXFWGDWDVKHHWDQGRQWKH6'6IRUWKLVSURGXFW (PSOR\QRUPDOZRUNPDQOLNHVDIHW\SUHFDXWLRQV+\SHUVHQVLWLYHSHUVRQVVKRXOGZHDUSURWHFWLYH FORWKLQJJORYHVDQGXVHSURWHFWLYHFUHDPRQIDFHKDQGVDQGDOOH[SRVHGDUHDV 218
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2R9W314X YZ[ E(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
%$#-)I+ * "-,#&S
E0183<:8391
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
+-%T-/')/U M-).$')/ * "& ( D-/#
"=0<P $3P0
3DUW$
0LQPRQWKVDW)
&

3DUW%
0LQPRQWKVDW)
&

3DUW&
PRQWKVDW)
&

6KHOI/LIH

DFWXDOVWDWHGVKHOIOLIH
ZKHQNHSWDWUHFRPPHQGHGVWRUDJHFRQGLWLRQVDQGLQRULJLQDO XQRSHQHGFRQWDLQHUV
"892:C0 &0>602:8;20 *
M;>3A385
±)
&

5HODWLYH+XPLGLW\
"892:C0
6WRUH,QGRRUV
7KLVSURGXFWLVVROYHQWEDVHGDQGQRWDIIHFWHGE\H[FXUVLRQVEHORZWKHVHSXEOLVKHGVWRUDJH WHPSHUDWXUHVGRZQWR)IRUDGXUDWLRQRIQRPRUHWKDQGD\V$OZD\VLQVSHFWWKHSURGXFW SULRUWRXVHWRPDNHVXUHLWLVVPRRWKDQGKRPRJHQHRXVZKHQSURSHUO\PL[HG "=36631C V03C=8
F-6629N3>:80G
*DOORQ.LWOEV
NJ

*DOORQ.LWOEV
NJ

,<:7= +9318 F"08:P<:7=G 3DUW$
)

3DUW%

)
&
=LQF)LOOHU
1$

V -DD-)&S
7RWKHEHVWRIRXUNQRZOHGJHWKHWHFKQLFDOGDWDFRQWDLQHGKHUHLQLVWUXHDQGDFFXUDWHRQWKHGDWHRISXEOLFDWLRQDQGLVVXEMHFW WRFKDQJHZLWKRXWSULRUQRWLFH8VHUPXVWFRQWDFW&DUEROLQH&RPSDQ\WRYHULI\FRUUHFWQHVVEHIRUHVSHFLI\LQJRURUGHULQJ1R JXDUDQWHHRIDFFXUDF\LVJLYHQRULPSOLHG:HJXDUDQWHHRXUSURGXFWVWRFRQIRUPWR&DUEROLQHTXDOLW\FRQWURO:HDVVXPHQR UHVSRQVLELOLW\IRUFRYHUDJHSHUIRUPDQFHLQMXULHVRUGDPDJHVUHVXOWLQJIURPXVH&DUEROLQHVVROHREOLJDWLRQLIDQ\LVWRUHSODFH RUUHIXQGWKHSXUFKDVHSULFHRIWKH&DUEROLQHSURGXFW
V
SURYHQWREHGHIHFWLYHDW&DUEROLQHVRSWLRQ&DUEROLQHVKDOOQRWEHOLDEOH IRUDQ\ORVVRUGDPDJH1227+(5:$55$17<25*8$5$17((2)$1<.,1',60$'(%<&$5%2/,1((;35(6625 ,03/,('67$78725<%<23(5$7,212)/$:2527+(5:,6(,1&/8',1*0(5&+$17$%,/,7<$1'),71(66)25$ 3$57,&8/$5385326($OORIWKHWUDGHPDUNVUHIHUHQFHGDERYHDUHWKHSURSHUW\RI&DUEROLQH,QWHUQDWLRQDO&RUSRUDWLRQXQOHVV RWKHUZLVHLQGLFDWHG
219
~f~,~yn~ reproofing
DRAFT
Carbozinc
® 859 & 859 VOC

PRODUCT PERFORMANCE SUMMARY
April 2018 www.carboline.com Page 1 of 3
S AL T F O G P E R F O R MAN C E ( 3 - C OAT S Y S T E M) Method ASTM B117
Exposure/Results 3000 hours
System Carbozinc 859 / Carboguard 893 / Carbothane 134 HG Surface Prep SSPC-SP 5 over 1.5-2.5 mil profile
Results
No rusting of the plane
No blistering
No loss of bond
Minimal scribe undercutting (less than 0.1mm)

S AL T F O G P E R F O R M AN C E (S I N G L E C O AT S Y S T E M) Method ASTM B117
Exposure/Results 5000 hours
System Carbozinc 859
Surface Prep SSPC-SP 5 over 1.2-2.5 mil profile
Results
No rusting of the plane
No blistering
No delamination
No rust creepage at the scribe

CYCLIC PROHESION/QUV-A
Method ASTM D5894
Exposure
Alternating periods of 1 week QUV-A followed by 1 week in a cyclic wet/dry salt fog chamber. QUV-A cycle is 4 hours UV-A340 @60ºC / 4 hour condensation @ 50ºC. Salt fog cycle is 1 hour salt fog @ ambient / 1 hour dry @ 35ºF. Solution is 0.35% ammonium sulfate and 0.05% sodium chloride.

Duration 5000 hours
System Carbozinc 859
Surface Prep SSPC-SP5 with 1.5-2.5 mil profile
Resultls
No delamination
No blistering
No rusting
No rust creepage at the scribe
220
bolin"'e:

Cooti'11g. · Lllll11gs, - FIN!proofillg
DRAFT
April 2018 www.carboline.com Page 2 of 3
Carbozinc
® 859 & 859 VOC

PERFORMANCE DATA SUMMARY

R E L AT I V E H U M I D I T Y T E S T I N G
Method ASTM D2247
Exposure Saturated mixture of air and water vapor @ 100ºF and 100% RH Duration 4000 hours
System Carbozinc 859
Surface Prep SSPC-SP5 with 1.5-2.5 mil profile
Results
No delamination
No blistering
No softening
No discoloration
S H O R T T E R M (P O N D I N G W AT E R) IMM E R S I O N– F R E S H W AT E R Method ASTM D870
Exposure 30 days fresh water immersion @ 75ºF
System Carbozinc 859 / Carboguard 893 / Carbothane 134 HG Surface Prep SSPC-SP 5 with 1.5-2.5 mil profile
Results
No rusting of the plane
No blistering
No softening
No discoloration
S H O R T TE R M (P O N D I N G W AT E R) I MM E R S I O N–SALT WATER Method ASTM D870
Exposure 30 days salt water immersion @ 75ºF (5% aqueous sodium chloride) System Carbozinc 859 / Carboguard 893 / Carbothane 134 HG Surface Prep SSPC-SP 5 with 1.5-2.5 mil profile
Results
No rusting of the plane
No blistering
No softening
No discoloration

E L C O M E T E R AD H E S I O N
Method ASTM D4541 - Elcometer
System Carbozinc 859 / Carboguard 893 / Carbothane 134 HG Surface Prep SSPC-SP 5 over 3.0 mil profile
Results Mean: 585 psi
Note: Carbozinc 859 VOC is a VOC-compliant version of Carbozinc 859 and therefore has the same dry-film characteristics, properties and performance.
221
DRAFT
April 2018 www.carboline.com Page 3 of 3
Carbozinc
® 859 & 859 VOC

PRODUCT PERFORMANCE SUMMARY
NOTE
The technical data presented in this document is accurate to the best of Carboline’s knowledge based on laboratory testing of the product(s) or system(s) described. Actual results in the field may vary depending on field conditions and application methods. The performance characteristics stated do not constitute a guarantee or warranty that the products will meet the stated results under all circumstances. Contact Carboline technical staff with questions.
222
bolin"'e:

Cooti'11g. · Lllll11gs, - FIN!proofillg
DRAFT
%:2H9B;:2@^ _`M D(%
352'8&7'$7$6+((7
-DQXDU\ 3DJHRI
" # $ # % & ' ( ) * " + # % ' , ' % - & ' ( ) . - &-
/010234 &560 &URVVOLQNHGHSR[\SRO\PHULFDPLQH
.0742368391
$QDOOSXUSRVHLPPHUVLRQJUDGHHSR[\WKDWKDVDYDULHW\RIDWWULEXWHVLQFOXGLQJORZWHPSHUDWXUH FXUHVXUIDFHWROHUDQFHIDVWUHFRDWWLPHVPRLVWXUHWROHUDQFHGXULQJDSSOLFDWLRQDQGFXUHDQG H[FHOOHQWFRUURVLRQSURWHFWLRQ,WKDVORZ92&DQGORZ+$3 VFRQWHQWIRUXVHLQDUHDVZLWK
UHVWULFWHGYRODWLOHHPLVVLRQV&DQEHXVHGGLUHFWWRPHWDODVDFRUURVLRQUHVLVWDQWSULPHURUDV DQLQWHUPHGLDWHFRDWLQJRYHURWKHUSULPHUV6XLWDEOHIRUERWKPDLQWHQDQFHDQGQHZFRQVWUXFWLRQ SURMHFWVGXHWRLWVH[FHOOHQWVXUIDFHZHWWLQJFKDUDFWHULVWLFVDQGTXLFNFXUHIRUKDQGOLQJ0D\DOVREH XVHGIRULPPHUVLRQLQSRWDEOHZDWHUIUHVKRUVDOWZDWHU PDULQH
H[SRVXUHV
,0:8;207
/RZWHPSHUDWXUHFXUH
)

([FHOOHQWFRUURVLRQSURWHFWLRQ
([FHOOHQWDSSOLFDWLRQFKDUDFWHULVWLFV
)DVWUHFRDWWLPHV
0RLVWXUHWROHUDQFHGXULQJDSSOLFDWLRQ
([WHQGHGUHFRDWZLQGRZIRUDWPRVSKHULFH[SRVXUHV
PRQWKVIRUPRVWWRSFRDWV

/RZ92&DQGORZ+$3VFRQWHQW
%9<92 %ODFN

*UH\
&
5HG

2WKHUOLPLWHGFRORUVDYDLODEOHRQUHTXHVW
)RU3RWDEOHZDWHUXVH
%OXH

%HLJH

*UH\

:KLWH

/<977 6DWLQ
+23=02 6HOI3ULPLQJ
.25 ,3<= &>34?1077
PLOV
PLFURQV
SHUFRDW
')7LQH[FHVVRIPLOVSHUFRDWLVQRWUHFRPPHQGHG
"9<3@7 %918018 %\9ROXPH
&>0920834:< %9A02:B0
C:80
IWðJDODWPLOV
PðODWPLFURQV

IWðJDODWPLOV
PðODWPLFURQV

$OORZIRUORVVLQPL[LQJDQGDSSOLFDWLRQ
D(% D: <;0E7F
3HU(3$0HWKRG
OEVJDO
JO

7KLQQHU(
R]JDO

OEVJDO
JO

7KLQQHU(
R]JDO

OEVJDO
JO

7KLQQHU
R]JDO

OEVJDO
JO

7KHVHDUHQRPLQDOYDOXHVDQGPD\YDU\VOLJKWO\ZLWKFRORU3URGXFWFRQWDLQV92&H[HPSWWEXW\O DFHWDWH&KHFNORFDOUHJXODWLRQVUHJDUGLQJSURGXFWXVDJH .25 &0=6G C07378:140 &RQWLQXRXV
)
&

1RQ&RQWLQXRXV
)
&

-6629A:<7
+98:H<0 I :802 J70 $3=38:83917 K LMN, EOPN%FQ
0D[')7
PLOV
&RDWV

5DWLQJ
!JDO
WDQN

)LQDOFXUHWRZDWHULPPHUVLRQ
GD\V#)
&

223
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
,J.:!SIF{<:

WATER ~ QUAUTY
DRAFT
%:2H9B;:2@
^
_`M D(%
352'8&7'$7$6+((7
-DQXDU\ 3DJHRI
" # $ # % & ' ( ) * " + # % ' , ' % - & ' ( ) . - &-
$3=38:83917
(SR[LHVORVHJORVVGLVFRORUDQGHYHQWXDOO\FKDONLQVXQOLJKWH[SRVXUH'RQRWDSSO\RYHUODWH[ FRDWLQJV)RULPPHUVLRQSURMHFWVXVHRQO\IDFWRU\PDGHPDWHULDOLQVSHFLDOFRORUV&RQVXOW 7HFKQLFDO6HUYLFHIRUVSHFLILFV
"JR"&C- &#" * "JC, -%# +C#+ -C- &'()
/0102:< 5HPRYHDQ\RLORUJUHDVHIURPVXUIDFHWREHFRDWHGZLWKFOHDQUDJVVRDNHGLQ&DUEROLQH7KLQQHU RUWROXRO
"800<
$WPRVSKHULF([SRVXUH
)RURSWLPDOSHUIRUPDQFH
+DQG7RRORU3RZHU7RROFOHDQLQDFFRUGDQFH
ZLWK663&63663&63RU663&63WRSURGXFHDUXVWVFDOHIUHHVXUIDFH )RUPD[LPXPSHUIRUPDQFH
663&63
RUJUHDWHU
ZLWKDòPLO
PLFURQ
EODVWSURILOH
,PPHUVLRQ6HUYLFH
0LQLPXPQHDUZKLWHPHWDOFOHDQOLQHVVLQDFFRUGDQFHZLWK663&63 /:<A:13S0@ "800<
*DOYDQL]LQJUHTXLUHVDURXJKHQHGVXUIDFHIRURSWLPXPDGKHVLRQSHUIRUPDQFHRIKLJKEXLOGHSR[LHV 5HPRYHDQ\FRQWDPLQDQWVSHU663&63
HQVXUHWKHUHDUHQRFKHPLFDOWUHDWPHQWVWKDWPD\
LQWHUIHUHZLWKDGKHVLRQ
DQGDEUDGHWKHVXUIDFHWRHVWDEOLVKDVXLWDEOHURXJKQHVV W\SLFDOO\PLO

663&63RU663&63DUHDFFHSWDEOHPHWKRGV
%9142080 92 %TJ
5HPRYHDOOORRVHXQVRXQGFRQFUHWH5HPRYHDOORLOVRURWKHUQRQFRPSDWLEOHVHDOHUVRU WUHDWPHQWV'RQRWDSSO\FRDWLQJXQOHVVWKHFRQFUHWHKDVFXUHGDWOHDVWGD\V#) &
DQG
UHODWLYHKXPLGLW\RUHTXLYDOHQW
&RQVXOW&DUEROLQH7HFKQLFDO6HUYLFHIRUPRUHVSHFLILFUHFRPPHQGDWLRQV "8:31<077 "800<
6XUIDFHSURILOHVKRXOGEHDGHQVHDQJXODUPLOVDQGLVEHVWDFKLHYHGWKURXJKDEUDVLYH EODVWLQJLQDFFRUGDQFHZLWK663&635HPRYHDOOFRQWDPLQDQWVWKDWZRXOGLQWHUIHUHZLWKWKH SHUIRUPDQFHRIVWDLQOHVVVWHHOIRUWKHLQWHQGHGVHUYLFHVXFKDVEXWQRWOLPLWHGWRHPEHGGHGLURQRU FKORULGHV
T'U')/ * &V'))')/
T3W31B 0L[FRPSRQHQWVVHSDUDWHO\WKHQFRPELQHDQGPL[XQWLOKRPRJHQRXV &>31131B )RUDWPRVSKHULFDSSOLFDWLRQVWKLQXSWRE\YROXPHZLWK&DUEROLQH7KLQQHU((RU 8VHXSWRZLWK7KLQQHUIRUEUXVKDQGUROOHU
C:839

3DUW$
3DUW%

+98 $3X0 KRXUVDW)
&
DQGOHVVDWKLJKHUWHPSHUDWXUHV3RWOLIHHQGVZKHQFRDWLQJEHFRPHVWRR YLVFRXVWRXVH
-++$'%- &'() #YJ'+T#)& /J'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
"62:5 -66<34:8391
E/0102:<F
7KLVLVDKLJKVROLGVFRDWLQJDQGPD\UHTXLUHDGMXVWPHQWVLQVSUD\WHFKQLTXHV:HWILOPWKLFNQHVV LVHDVLO\DQGTXLFNO\DFKLHYHG7KHIROORZLQJVSUD\HTXLSPHQWKDVEHHQIRXQGVXLWDEOHDQGLV DYDLODEOHIURPPDQXIDFWXUHUV+ROGJXQLQFKHVIURPWKHVXUIDFHDQGDWDULJKWDQJOHWRWKH VXUIDFH
224
carbolin~
Coatings - linings - Fireproofing
~
WATER ~ QUALRY
DRAFT
%:2H9B;:2@^ _`M D(%
352'8&7'$7$6+((7
-DQXDU\ 3DJHRI
-++$'%- &'() #YJ'+T#)& /J'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
%91A018391:< "62:5 3UHVVXUHSRWHTXLSSHGZLWKGXDOUHJXODWRUV´,'PLQLPXPPDWHULDOKRVH´,'IOXLGWLS DQGDSSURSULDWHDLUFDS
-32<077 "62:5
3XPS5DWLR

PLQ

9ROXPH2XWSXW
JDOPLQ

OPLQ

0DWHULDO+RVH
,'PLQ

7LS6L]H

PP

)OXLG3UHVVXUH
SVL
03D

37)(SDFNLQJVDUHUHFRPPHQGHGDQGDYDLODEOHIURPSXPSPDQXIDFWXUHU R2;7> * C9<<02
E/0102:<F
)RUDSSOLFDWLRQVRYHUGDPSVXUIDFHVEUXVKDQGUROOHULVWKHSUHIHUUHGPHWKRG0XOWLSOHFRDWVPD\ EHUHTXLUHGWRREWDLQGHVLUHGDSSHDUDQFHUHFRPPHQGHGGU\ILOPWKLFNQHVVDQGDGHTXDWHKLGLQJ $YRLGH[FHVVLYHUHEUXVKLQJRUUHUROOLQJ)RUEHVWUHVXOWVWLHLQZLWKLQPLQXWHVDW) &

8VHDVKRUWQDSV\QWKHWLFUROOHUFRYHUZLWKSKHQROLFFRUH -++$'%- &'() %().'&'()"
%91@38391 T:8023:< ";2X:40 -=H3018 V;=3@385
0LQLPXP )
&
)
&
)
&

0D[LPXP
)
&
)

&
)
&

,QGXVWU\VWDQGDUGVDUHIRUVXEVWUDWHWHPSHUDWXUHVWREHDERYHWKHGHZSRLQW&DUERJXDUGLVXQLTXHLQWKDWLWFDQWROHUDWH GDPSVXEVWUDWHV6HH%UXVKRU5ROOHUDERYH6SHFLDOWKLQQLQJDQGDSSOLFDWLRQWHFKQLTXHVPD\EHUHTXLUHGDERYHRUEHORZQRUPDO FRQGLWLRQV
%JC')/ "%V#.J$#
";2X:40 &0=6G .25 89 V:1@<0 .25 89 &9649:8
T313=;=
.25 89 &9649:8
T:W3=;= .25 89 &9;4>
)
&
+RXUV +RXUV 'D\V +RXUV
)
&
+RXUV +RXUV 'D\V +RXUV
)
&
+RXUV +RXU 'D\V +RXU
)
&
+RXUV 0LQXWHV 'D\V 0LQXWHV

)
&
+RXUV 0LQXWHV 'D\V 0LQXWHV
&>070 83=07 :20 89 H0 ;70@ :7 : B;3@0<310 X92 191!3==027391 :66<34:83917G7KHORQJHUWKHILUVWFRDWKDVWRFXUHSDUWLFXODUO\LQ VXQOLJKWH[SRVXUHRUHOHYDWHGWHPSVWKHKLJKHUULVNRILQDGHTXDWHDGKHVLRQ,IWKRVHPD[LPXPUHFRDWWLPHVKDYHEHHQH[FHHGHG WKHVXUIDFHPXVWEHDEUDGHGE\VZHHSEODVWLQJRUVDQGLQJSULRUWRWKHDSSOLFDWLRQRIDGGLWLRQDOFRDWV&RQWDFW\RXUORFDO&DUEROLQH 5HSUHVHQWDWLYHIRUDVVLVWDQFHJXLGDQFH
7KHOLVWHGWLPHVLQWKHFKDUWDERYHDUHEDVHGRQDPLO PLFURQ
GU\ILOPWKLFNQHVVSHUFRDW'HYLDWLRQIURPWKRVH
WKLFNQHVVHVPD\FRPSURPLVHWKHSHUIRUPDQFHDQGDGKHVLYHSURSHUWLHVRIWKHILOP+LJKHUILOPWKLFNQHVVLQVXIILFLHQWYHQWLODWLRQRU FRROHUWHPSHUDWXUHVFRXOGUHVXOWLQVROYHQWHQWUDSPHQWDQGSUHPDWXUHIDLOXUH([FHVVLYHKXPLGLW\RUFRQGHQVDWLRQRQWKHVXUIDFH GXULQJFXULQJZLOOQRWDIIHFWSHUIRUPDQFHEXWPD\FDXVHGLVFRORUDWLRQDQGUHVXOWLQDVXUIDFHKD]H$Q\KD]HRUEOXVKPXVWEH UHPRYHGE\ZDWHUZDVKLQJEHIRUHUHFRDWLQJ)RUIRUFHFXULQJFRQWDFW&DUEROLQH7HFKQLFDO6HUYLFHIRUVSHFLILFUHTXLUHPHQWV

'RQRWDSSO\WRVXEVWUDWHVZLWKLFHRULFHFU\VWDOIRUPDWLRQ'HKXPLGLI\RUUDLVHWKHWHPSHUDWXUHWRHOLPLQDWHLFHRQWKHVXEVWUDWH 7KLVSURGXFWZLOOWROHUDWHGURSVLQWHPSHUDWXUHWR) &
GXULQJLWVFXUHDQGZLOOFRQWLQXHWRFXUHZKHQWKHWHPSHUDWXUHULVHV )ROORZ&XUHIRU6HUYLFHJXLGHOLQHOLVWHGDERYHWRGHWHUPLQHZKHQWKHSURGXFWLVIXOO\FXUHG %;20 X92 +98:H<0 I:802 J70QGD\FXUHDIWHUILQDOFRDW#) 225
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2H9B;:2@
^
_`M D(%
352'8&7'$7$6+((7
-DQXDU\ 3DJHRI
%JC')/ "%V#.J$#
";2X:40 &0=6G .25 89 &9649:8 T313=;= .25 89 &9649:8 Z38> -183X9;<:18 T:W3=;= .25 89 &9649:8 Z38> '870<X
)
&
+RXUV +RXUV 'D\V
)
&
+RXUV +RXUV 'D\V
)
&
+RXU +RXUV 'D\V
)
&
0LQXWHV +RXUV 'D\V

)
&
0LQXWHV +RXUV 'D\V
&>0 4;231B 74>0@;<0 :H9A0 20X0201407 4;231B 83=07 X92 3==027391 702A340 Z>01 :1 :183X9;<:18 89649:8 37 ;70@G 7KHRSWLPXPWLPHWRWRSFRDWZLWKDQDQWLIRXODQWLVZKHQWKHILOPLVWRXFKWDFN\,IWKHWRXFKWDFN\WLPHKDVEHHQH[FHHGHGRULI WKHILOPLVJORVV\\RXFDQJHQHUDOO\UHSULPHUHIUHVKWKHILUVWFRDWZLWKDIUHVKFRDWRILWVHOI+LJKWHPSVDQGRUVXQOLJKWH[SRVXUH PD\VKRUWHQWKLVUHFRDWVFKHGXOH
0DULQH8VH
8QGRFNLQJWLPHRIKRXUV#)
%$#-)J+ * "-,#&[
%<0:1;6 8VH7KLQQHURU0(.,QFDVHRIVSLOODJHDEVRUEDQGGLVSRVHRILQDFFRUGDQFHZLWKORFDO DSSOLFDEOHUHJXODWLRQV
":X085 5HDGDQGIROORZDOOFDXWLRQVWDWHPHQWVRQWKLVSURGXFWGDWDVKHHWDQGRQWKH6'6IRUWKLVSURGXFW :HDUSURWHFWLYHFORWKLQJJORYHVDQGXVHSURWHFWLYHFUHDPRQIDFHKDQGVDQGDOOH[SRVHGDUHDV D0183<:8391
:KHQXVHGDVDWDQNOLQLQJRULQHQFORVHGDUHDVWKRURXJKDLUFLUFXODWLRQPXVWEHXVHGGXULQJDQG DIWHUDSSOLFDWLRQXQWLOWKHFRDWLQJLVFXUHG7KHYHQWLODWLRQV\VWHPVKRXOGEHFDSDEOHRISUHYHQWLQJ WKHVROYHQWYDSRUFRQFHQWUDWLRQIURPUHDFKLQJWKHORZHUH[SORVLRQOLPLWIRUWKHVROYHQWVXVHG8VHU VKRXOGWHVWDQGPRQLWRUH[SRVXUHOHYHOVWRLQVXUHDOOSHUVRQQHODUHEHORZJXLGHOLQHV,IQRWVXUHRULI QRWDEOHWRPRQLWRUOHYHOVXVH06+$1,26+DSSURYHGVXSSOLHGDLUUHVSLUDWRU %:;8391
7KLVSURGXFWFRQWDLQVIODPPDEOHVROYHQWV.HHSDZD\IURPVSDUNVDQGRSHQIODPHV$OOHOHFWULFDO HTXLSPHQWDQGLQVWDOODWLRQVVKRXOGEHPDGHDQGJURXQGHGLQDFFRUGDQFHZLWKWKH1DWLRQDO(OHFWULF &RGH,QDUHDVZKHUHH[SORVLRQKD]DUGVH[LVWZRUNHUVVKRXOGEHUHTXLUHGWRXVHQRQIHUURXVWRROV DQGZHDUFRQGXFWLYHDQGQRQVSDUNLQJVKRHV
+-%\-/')/] V-).$')/ * "& ( C-/#
">0<X $3X0
3DUW$
PRQWKVDW)
&

3DUW%
PRQWKVDW)
&

6KHOI/LIH

DFWXDOVWDWHGVKHOIOLIH
ZKHQNHSWDWUHFRPPHQGHGVWRUDJHFRQGLWLRQVDQGLQRULJLQDO XQRSHQHGFRQWDLQHUV
"892:B0 &0=602:8;20 *
V;=3@385
)
&&

5HODWLYH+XPLGLW\
"892:B0 6WRUH,QGRRUV.((3'5<
">36631B I 03B>8
E-6629W3=:80F
*DO.LWOEV
NJ

*DO.LWOEV

NJ

,<:7> +9318 E"08:X<:7>F
3DUW$
)

&

3DUW%
)
&

0L[HG
)
&

226
~f~,~yn~ reproofing
DRAFT
%:2H9B;:2@^ _`M D(%
352'8&7'$7$6+((7
-DQXDU\ 3DJHRI
I -CC-)&[
7RWKHEHVWRIRXUNQRZOHGJHWKHWHFKQLFDOGDWDFRQWDLQHGKHUHLQLVWUXHDQGDFFXUDWHRQWKHGDWHRISXEOLFDWLRQDQGLVVXEMHFW WRFKDQJHZLWKRXWSULRUQRWLFH8VHUPXVWFRQWDFW&DUEROLQH&RPSDQ\WRYHULI\FRUUHFWQHVVEHIRUHVSHFLI\LQJRURUGHULQJ1R JXDUDQWHHRIDFFXUDF\LVJLYHQRULPSOLHG:HJXDUDQWHHRXUSURGXFWVWRFRQIRUPWR&DUEROLQHTXDOLW\FRQWURO:HDVVXPHQR UHVSRQVLELOLW\IRUFRYHUDJHSHUIRUPDQFHLQMXULHVRUGDPDJHVUHVXOWLQJIURPXVH&DUEROLQHVVROHREOLJDWLRQLIDQ\LVWRUHSODFH RUUHIXQGWKHSXUFKDVHSULFHRIWKH&DUEROLQHSURGXFW
V
SURYHQWREHGHIHFWLYHDW&DUEROLQHVRSWLRQ&DUEROLQHVKDOOQRWEHOLDEOH IRUDQ\ORVVRUGDPDJH1227+(5:$55$17<25*8$5$17((2)$1<.,1',60$'(%<&$5%2/,1((;35(6625 ,03/,('67$78725<%<23(5$7,212)/$:2527+(5:,6(,1&/8',1*0(5&+$17$%,/,7<$1'),71(66)25$ 3$57,&8/$5385326($OORIWKHWUDGHPDUNVUHIHUHQFHGDERYHDUHWKHSURSHUW\RI&DUEROLQH,QWHUQDWLRQDO&RUSRUDWLRQXQOHVV RWKHUZLVHLQGLFDWHG
227
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2R9B;:2@X YZ[ D(%
352'8&7'$7$6+((7
-DQXDU\

3DJHRI
" # $ # % & ' ( ) * " + # % ' , ' % - & ' ( ) . - &-
/010234 &560 &\FORDOLSKDWLF$PLQH(SR[\
.0742368391
+LJKO\FKHPLFDOUHVLVWDQWHSR[\PDVWLFFRDWLQJZLWKH[FHSWLRQDOO\YHUVDWLOHXVHVLQDOOLQGXVWULDO PDUNHWV6HOISULPLQJDQGVXLWDEOHIRUDSSOLFDWLRQRYHUPRVWH[LVWLQJFRDWLQJVDQGWLJKWO\DGKHUHQW WRUXVW&DUERJXDUG
92&VHUYHVDVVWDQGDORQHV\VWHPIRUDYDULHW\RIFKHPLFDOHQYLURQPHQWV ,0:8;207
([FHOOHQWFKHPLFDOUHVLVWDQFH
6XUIDFHWROHUDQWFKDUDFWHULVWLFV
6HOISULPLQJDQGSULPHUILQLVKFDSDELOLWLHV
9HU\JRRGDEUDVLRQUHVLVWDQFH
92&FRPSOLDQWWRFXUUHQW$,0UHJXODWLRQV
6XLWDEOHIRUXVHLQ86'$LQVSHFWHGIDFLOLWLHV
%9<92 5HIHUWR&DUEROLQH&RORU*XLGH&HUWDLQFRORUVPD\UHTXLUHPXOWLSOHFRDWVIRUKLGLQJ(SR[LHVORVH JORVVGLVFRORUDQGFKDONLQVXQOLJKWH[SRVXUH
,3137= 6HPL*ORVV
+23>02 6HOISULPLQJ0D\EHDSSOLHGRYHULQRUJDQLFDQGRUJDQLF]LQFSULPHUVDQGRWKHUWLJKWO\DGKHULQJ FRDWLQJV$PLVWFRDWPD\EHUHTXLUHGWRPLQLPL]HEXEEOLQJRYHULQRUJDQLF]LQFSULPHUV .25 ,3<> &=34?1077
PLOV
PLFURQV
SHUFRDW
PLOV
PLFURQV
RYHUOLJKWUXVWDQGIRUXQLIRUPJORVVRYHULQRUJDQLF]LQFV 'RQ
WH[FHHGPLOV
PLFURQV
LQDVLQJOHFRDW([FHVVLYHILOPWKLFNQHVVRYHULQRUJDQLF]LQFV PD\LQFUHDVHGDPDJHGXULQJVKLSSLQJRUHUHFWLRQ
"9<3@7 %918018 %\9ROXPH
&=0920834:< %9A02:B0
C:80
IWðJDODWPLOV

PðODWPLFURQV

IWðJDODWPLOV
PðODWPLFURQV

$OORZIRUORVVLQPL[LQJDQGDSSOLFDWLRQ
D(% D: <;0E7F
3HU(3$0HWKRG
OEVJDO
JO

7KLQQHU(
OEVJDO
JO

7KHVHDUHQRPLQDOYDOXHVDQGPD\YDU\VOLJKWO\ZLWKFRORU7KLVSURGXFWFRQWDLQV86(3$92& H[HPSWVROYHQW
V

.25 &0>6G C07378:140
&RQWLQXRXV
)

&

1RQ&RQWLQXRXV
)
&

'LVFRORUDWLRQDQGORVVRIJORVVRFFXUVDERYH)

&
EXWGRHVQRWDIIHFWSHUIRUPDQFH
H1@02 '17;<:8391
C07378:140
&RQWLQXRXV
)

&

'LVFRORUDWLRQDQGORVVRIJORVVRFFXUVDERYH)

&
EXWGRHVQRWDIIHFWSHUIRUPDQFH
$3>38:83917
'RQRWDSSO\RYHUODWH[FRDWLQJV'LVFRORUDWLRQPD\EHREMHFWLRQDEOHLIXVHGDVDWRSFRDW)RU LPPHUVLRQSURMHFWVXVHRQO\IDFWRU\PDGHPDWHULDOLQVSHFLDOFRORUV&RQVXOW7HFKQLFDO6HUYLFHIRU VSHFLILFV
&9649:87 0D\EHFRDWHGZLWK$FU\OLFV(SR[LHVRU3RO\XUHWKDQHVGHSHQGLQJRQH[SRVXUHDQGQHHG 228
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2R9B;:2@X YZ[ D(%
352'8&7'$7$6+((7
-DQXDU\

3DJHRI
"HI"&C- &#" * "HC, -%# +C#+ -C- &'()
/0102:< 6XUIDFHVPXVWEHFOHDQDQGGU\(PSOR\DGHTXDWHPHWKRGVWRUHPRYHGLUWGXVWRLODQGDOORWKHU FRQWDPLQDQWVWKDWFRXOGLQWHUIHUHZLWKDGKHVLRQRIWKHFRDWLQJ "800<
)91!3>>027391
663&63PLOV
PLFURQV
663&63RU63DUHVXLWDEOHFOHDQLQJ
PHWKRGVIRUPLOGHQYLURQPHQWV
'>>027391
663&63PLOV
PLFURQV

/:<A:13J0@ "800< 3ULPHZLWKVSHFLILF&DUEROLQHSULPHUVDVUHFRPPHQGHGE\\RXU&DUEROLQH6DOHV5HSUHVHQWDWLYH 5HIHUWRWKHVSHFLILFSULPHU¶V3URGXFW'DWD6KHHWIRUVXEVWUDWHSUHSDUDWLRQUHTXLUHPHQWV %9142080 92 %KH
&RQFUHWHPXVWEHFXUHGGD\VDW)
&
DQGUHODWLYHKXPLGLW\RUHTXLYDOHQW3UHSDUH
VXUIDFHVLQDFFRUGDQFHZLWK$670'6XUIDFH&OHDQLQJRI&RQFUHWHDQG$670'

$EUDGLQJ&RQFUHWH9RLGVLQFRQFUHWHPD\UHTXLUHVXUIDFLQJ0RUWDUMRLQWVVKRXOGEHFXUHGDPLQRI GD\V3ULPHZLWKLWVHOI&DUERJXDUGRUVXLWDEOHILOOHUVHDOHU .25L:<< * +<:7802 -RLQWFRPSRXQGDQGSODVWHUVKRXOGEHIXOO\FXUHGSULRUWRFRDWLQJDSSOLFDWLRQ3ULPHZLWK &DUERFU\OLFRU&DUERJXDUG
+20A39;7<5 +:3180@
";2M:407
/LJKWO\VDQGRUDEUDGHWRURXJKHQVXUIDFHDQGGHJORVVWKHVXUIDFH([LVWLQJSDLQWPXVWDWWDLQD PLQLPXP%UDWLQJLQDFFRUGDQFHZLWK$670'
³;6FULEH´DGKHVLRQWHVW
K'N')/ * &O'))')/
K3P31B 3RZHUPL[VHSDUDWHO\WKHQFRPELQHDQGSRZHUPL['21270,;3$57,$/.,76 &=31131B
6SUD\
8SWRR]JDO

Z(
%UXVK
8SWRR]JDO

Z(
5ROOHU
8SWRR]JDO

Z(
8VHRIWKLQQHUVRWKHUWKDQWKRVHVXSSOLHGRUUHFRPPHQGHGE\&DUEROLQHPD\DGYHUVHO\DIIHFW SURGXFWSHUIRUPDQFHDQGYRLGSURGXFWZDUUDQW\ZKHWKHUH[SUHVVHGRULPSOLHG C:839
92&
5DWLR
$WR%

+98 $3M0

92&+RXUVDW)
&

3RWOLIHHQGVZKHQFRDWLQJORVHVERG\DQGEHJLQVWRVDJ3RWOLIHWLPHVZLOOEHOHVVDWKLJKHU WHPSHUDWXUHV
-++$'%- &'() #QH'+K#)& /H'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
"62:5 -66<34:8391
E/0102:<F
7KLVLVDKLJKVROLGVFRDWLQJDQGPD\UHTXLUHDGMXVWPHQWVLQVSUD\WHFKQLTXHV:HWILOPWKLFNQHVV LVHDVLO\DQGTXLFNO\DFKLHYHG7KHIROORZLQJVSUD\HTXLSPHQWKDVEHHQIRXQGVXLWDEOHDQGLV DYDLODEOHIURPPDQXIDFWXUHUVVXFKDV%LQNV'H9LOELVVDQG*UDFR %91A018391:< "62:5 3UHVVXUHSRWHTXLSSHGZLWKGXDOUHJXODWRUV´,'PLQLPXPPDWHULDOKRVH´,'IOXLGWLSDQG DSSURSULDWHDLUFDS
229
~f~,~yn~ reproofing
DRAFT
%:2R9B;:2@X YZ[ D(%
352'8&7'$7$6+((7
-DQXDU\

3DJHRI
-++$'%- &'() #QH'+K#)& /H'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
-32<077 "62:5
3XPS5DWLR

PLQ

*302XWSXW

PLQ

0DWHULDO+RVH
´,'
PLQ

7LS6L]H
´´
2XWSXW36,

)LOWHU6L]H
PHVK

7HIORQSDFNLQJVDUHUHFRPPHQGHGDQGDYDLODEOHIURPWKHSXPSPDQXIDFWXUHU I2;7= * C9<<02
E/0102:<F
0XOWLSOHFRDWVPD\EHUHTXLUHGWRREWDLQGHVLUHGDSSHDUDQFHUHFRPPHQGHGGU\ILOPWKLFNQHVVDQG DGHTXDWHKLGLQJ$YRLGH[FHVVLYHUHEUXVKLQJRUUHUROOLQJ)RUEHVWUHVXOWVWLHLQZLWKLQPLQXWHV DW)
&

I2;7= 8VHDPHGLXPEULVWOHEUXVK
C9<<02 8VHDVKRUWQDSV\QWKHWLFUROOHUFRYHUZLWKSKHQROLFFRUH -++$'%- &'() %().'&'()"
%91@38391 K:8023:< ";2M:40 ->R3018 O;>3@385
0LQLPXP )
&
)
&
)
&

0D[LPXP
)
&
)
&
)
&

2SWLPXP )
&
)
&
)
&

7KLVSURGXFWVLPSO\UHTXLUHVWKHVXEVWUDWHWHPSHUDWXUHWREHDERYHWKHGHZSRLQW&RQGHQVDWLRQGXHWRVXEVWUDWHWHPSHUDWXUHV EHORZWKHGHZSRLQWFDQFDXVHIODVKUXVWLQJRQSUHSDUHGVWHHODQGLQWHUIHUHZLWKSURSHUDGKHVLRQWRWKHVXEVWUDWH6SHFLDO DSSOLFDWLRQWHFKQLTXHVPD\EHUHTXLUHGDERYHRUEHORZQRUPDODSSOLFDWLRQFRQGLWLRQV %HC')/ "%O#.H$#
";2M:40 &0>6G .25 89 C049:8 .25 89 C049:8 * & 9649:8
LS 98=02 M3137=07 ,31:< %;20 /0102:<
)
&
+RXUV +RXUV 'D\V
)
&
+RXUV +RXUV 'D\V
)
&
+RXUV +RXUV 'D\

)
&
+RXUV +RXUV +RXUV
%DVHGRQPLOVPLFURQVGU\ILOPWKLFNQHVV+LJKHUILOPWKLFNQHVVLQVXIILFLHQWYHQWLODWLRQRUFRROHUWHPSHUDWXUHVZLOO UHTXLUHORQJHUFXUHWLPHVDQGFRXOGUHVXOWLQVROYHQWHQWUDSPHQWDQGSUHPDWXUHIDLOXUH([FHVVLYHKXPLGLW\RUFRQGHQVDWLRQRQWKH VXUIDFHGXULQJFXULQJFDQLQWHUIHUHZLWKWKHFXUHFDQFDXVHGLVFRORUDWLRQDQGPD\UHVXOWLQDVXUIDFHKD]H$Q\KD]HRUEOXVKPXVW EHUHPRYHGE\ZDWHUZDVKLQJEHIRUHUHFRDWLQJ'XULQJKLJKKXPLGLW\FRQGLWLRQVLWLVUHFRPPHQGHGWKDWWKHDSSOLFDWLRQEHGRQH ZKLOHWHPSHUDWXUHVDUHLQFUHDVLQJ
0D[LPXPUHFRDWWRSFRDWWLPHVDUHGD\VIRUHSR[LHVDQG GD\VIRUSRO\XUHWKDQHVDW)
&

,IWKHPD[LPXPUHFRDWWLPHVKDYHEHHQH[FHHGHGWKHVXUIDFHPXVWEHDEUDGHGE\VZHHSEODVWLQJRUVDQGLQJSULRUWRWKH DSSOLFDWLRQRIDGGLWLRQDOFRDWV
%$#-)H+ * "-,#&T
%<0:1;6 8VH7KLQQHURU$FHWRQH,QFDVHRIVSLOODJHDEVRUEDQGGLVSRVHRILQDFFRUGDQFHZLWKORFDO DSSOLFDEOHUHJXODWLRQV
230
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2R9B;:2@X YZ[ D(%
352'8&7'$7$6+((7
-DQXDU\

3DJHRI
%$#-)H+ * "-,#&T
":M085
5HDGDQGIROORZDOOFDXWLRQVWDWHPHQWVRQWKLVSURGXFWGDWDVKHHWDQGRQWKH6'6IRUWKLVSURGXFW (PSOR\QRUPDOZRUNPDQOLNHVDIHW\SUHFDXWLRQV+\SHUVHQVLWLYHSHUVRQVVKRXOGZHDUSURWHFWLYH FORWKLQJJORYHVDQGXVHSURWHFWLYHFUHDPRQIDFHKDQGVDQGDOOH[SRVHGDUHDV D0183<:8391
:KHQXVHGDVDWDQNOLQLQJRULQHQFORVHGDUHDVWKRURXJKDLUFLUFXODWLRQPXVWEHXVHGGXULQJDQG DIWHUDSSOLFDWLRQXQWLOWKHFRDWLQJLVFXUHG7KHYHQWLODWLRQV\VWHPVKRXOGEHFDSDEOHRISUHYHQWLQJ WKHVROYHQWYDSRUFRQFHQWUDWLRQIURPUHDFKLQJWKHORZHUH[SORVLRQOLPLWIRUWKHVROYHQWVXVHG8VHU VKRXOGWHVWDQGPRQLWRUH[SRVXUHOHYHOVWRLQVXUHDOOSHUVRQQHODUHEHORZJXLGHOLQHV,IQRWVXUHRULI QRWDEOHWRPRQLWRUOHYHOVXVH06+$1,26+DSSURYHGVXSSOLHGDLUUHVSLUDWRU %:;8391
7KLVSURGXFWFRQWDLQVIODPPDEOHVROYHQWV.HHSDZD\IURPVSDUNVDQGRSHQIODPHV$OOHOHFWULFDO HTXLSPHQWDQGLQVWDOODWLRQVVKRXOGEHPDGHDQGJURXQGHGLQDFFRUGDQFHZLWKWKH1DWLRQDO(OHFWULF &RGH,QDUHDVZKHUHH[SORVLRQKD]DUGVH[LVWZRUNHUVVKRXOGEHUHTXLUHGWRXVHQRQIHUURXVWRROV DQGZHDUFRQGXFWLYHDQGQRQVSDUNLQJVKRHV
+-%U-/')/V O-).$')/ * "& ( C-/#
"=0<M $3M0
3DUW$
PRQWKVDW)
&

3DUW%
PRQWKVDW)
&

6KHOI/LIH

DFWXDOVWDWHGVKHOIOLIH
ZKHQNHSWDWUHFRPPHQGHGVWRUDJHFRQGLWLRQVDQGLQRULJLQDO XQRSHQHGFRQWDLQHUV
"892:B0 &0>602:8;20 *
O;>3@385
)
&

5HODWLYH+XPLGLW\
"892:B0 6WRUH,QGRRUV
"=36631B W03B=8
E-6629P3>:80F
*DOORQ.LW
OEV
NJ

*DOORQ.LWOEV
NJ

,<:7= +9318 E"08:M<:7=F
)
&
IRU3DUW$
)
&
IRU3DUW%

W-CC-)&T
7RWKHEHVWRIRXUNQRZOHGJHWKHWHFKQLFDOGDWDFRQWDLQHGKHUHLQLVWUXHDQGDFFXUDWHRQWKHGDWHRISXEOLFDWLRQDQGLVVXEMHFW WRFKDQJHZLWKRXWSULRUQRWLFH8VHUPXVWFRQWDFW&DUEROLQH&RPSDQ\WRYHULI\FRUUHFWQHVVEHIRUHVSHFLI\LQJRURUGHULQJ1R JXDUDQWHHRIDFFXUDF\LVJLYHQRULPSOLHG:HJXDUDQWHHRXUSURGXFWVWRFRQIRUPWR&DUEROLQHTXDOLW\FRQWURO:HDVVXPHQR UHVSRQVLELOLW\IRUFRYHUDJHSHUIRUPDQFHLQMXULHVRUGDPDJHVUHVXOWLQJIURPXVH&DUEROLQHVVROHREOLJDWLRQLIDQ\LVWRUHSODFH RUUHIXQGWKHSXUFKDVHSULFHRIWKH&DUEROLQHSURGXFW
V
SURYHQWREHGHIHFWLYHDW&DUEROLQHVRSWLRQ&DUEROLQHVKDOOQRWEHOLDEOH IRUDQ\ORVVRUGDPDJH1227+(5:$55$17<25*8$5$17((2)$1<.,1',60$'(%<&$5%2/,1((;35(6625 ,03/,('67$78725<%<23(5$7,212)/$:2527+(5:,6(,1&/8',1*0(5&+$17$%,/,7<$1'),71(66)25$ 3$57,&8/$5385326($OORIWKHWUDGHPDUNVUHIHUHQFHGDERYHDUHWKHSURSHUW\RI&DUEROLQH,QWHUQDWLRQDO&RUSRUDWLRQXQOHVV RWKHUZLVHLQGLFDWHG
231
~f~,~yn~ reproofing
DRAFT
%:2P98=:10
V WXY D(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
" # $ # % & ' ( ) * " + # % ' , ' % - & ' ( ) . - &-
/010234 &560 $OLSKDWLF$FU\OLF3RO\XUHWKDQH
.0742368391
+LJKJORVVILQLVKZLWKH[FHSWLRQDOZHDWKHULQJSHUIRUPDQFHFKDUDFWHULVWLFV8VHGH[WHQVLYHO\LQ YLUWXDOO\DOOLQGXVWULDOPDUNHWVSURYLGHVDVPRRWKGXUDEOHILQLVKWKDWKDVVXSHULRUUHVLVWDQFHWR FRUURVLRQDQGFKHPLFDOH[SRVXUH
,0:8;207
+LJKVROLGVORZ92&FRQWHQW
([FHOOHQWZHDWKHUDELOLW\
([FHHGV663&3DLQWVSHFLILFDWLRQIRUD/HYHOXUHWKDQH ([FHOOHQWIORZFKDUDFWHULVWLFVDOORZIRUDSSOLFDWLRQE\VSUD\RUUROOHU 6XSHULRULPSDFWDQGDEUDVLRQUHVLVWDQFH
,QGHILQLWHUHFRDWDELOLW\
92&FRPSOLDQWWRFXUUHQW$,0UHJXODWLRQV
6XLWDEOHIRUXVHLQ86'$LQVSHFWHGIDFLOLWLHV
%9<92
5HIHUWR&DUEROLQH&RORU*XLGH&HUWDLQFRORUVSDUWLFXODUO\LQQRQOHDGHGVDIHW\RUDQJHVUHGVDQG \HOORZVPD\UHTXLUHPXOWLSOHFRDWVIRUDGHTXDWHKLGLQJ&KHFNFRORUVXLWDELOLW\EHIRUHXVH 7KHDOLJQPHQWRIDOXPLQXPIODNHVLQDOXPLQXPILOOHGILQLVKHVLVYHU\GHSHQGHQWRQDSSOLFDWLRQ FRQGLWLRQVDQGWHFKQLTXHV&DUHPXVWEHWDNHQWRNHHSFRQGLWLRQVDVFRQVWDQWDVSRVVLEOHWR UHGXFHYDULDWLRQVLQILQDODSSHDUDQFH,WLVDOVRDGYLVDEOHWRZRUNIURPDVLQJOHEDWFKRIPDWHULDO VLQFHYDULDWLRQVFDQRFFXUIURPEDWFKWREDWFK)RUPRUHLQIRUPDWLRQFRQVXOW&DUEROLQH7HFKQLFDO 6HUYLFH'HSDUWPHQW
,3137= *ORVV
+23>02 5HIHUWR6XEVWUDWHV 6XUIDFH3UHSDUDWLRQ
.25 ,3<> &=34?1077 PLOV
PLFURQV
SHUFRDW
"9<3@7 %918018 %\9ROXPH
&=0920834:< %9A02:B0
C:80
IWðJDODWPLOV
PðODWPLFURQV

IWðJDODWPLOV
PðODWPLFURQV

$OORZIRUORVVLQPL[LQJDQGDSSOLFDWLRQ
D(% D: <;0E7F
3HU(3$0HWKRG
OEVJDO

JO

R]JDORI7KLQQHU
OEVJDO
JO

7KHVHDUHQRPLQDOYDOXHVDQGPD\YDU\VOLJKWO\ZLWKFRORU7KLVSURGXFWFRQWDLQV86(3$92& H[HPSWVROYHQW
V

.25 &0>6G C07378:140
&RQWLQXRXV
)

1RQ&RQWLQXRXV
)
&

'LVFRORUDWLRQDQGORVVRIJORVVLVREVHUYHGDERYH)

&

&9649:87 &DUERWKDQH&OHDU&RDWZKHQUHTXLUHG
232
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2P98=:10V WXY D(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
"HI"&C- &#" * "HC, -%# +C#+ -C- &'()
/0102:<
(PSOR\DGHTXDWHPHWKRGVWRUHPRYHGLUWGXVWRLODQGDOORWKHUFRQWDPLQDQWVWKDWFRXOG LQWHUIHUHZLWKDGKHVLRQRIWKHFRDWLQJ)RUDOOVXUIDFHVSULPHZLWKVSHFLILF&DUEROLQHSULPHUVDV UHFRPPHQGHGE\\RXU&DUEROLQHVDOHVUHSUHVHQWDWLYH5HIHUWRWKHVSHFLILFSULPHU¶V3URGXFW'DWD 6KHHWIRUGHWDLOHGUHTXLUHPHQWVRIWKHVSHFLILHGSULPHU +20A39;7<5 +:3180@
";2J:407
/LJKWO\VDQGWRURXJKHQDQGGHJORVVWKHVXUIDFH([LVWLQJSDLQWPXVWDWWDLQDPLQLPXP$UDWLQJLQ DFFRUGDQFHZLWK$670'
³;6FULEH´DGKHVLRQWHVW
+ # C , ( C K - ) % # . - &-
&078 K08=9@ "5780> C07;<87
$670%
6DOW)RJ
%ODVWHG6WHHO
FW2UJ=LQF
FW(SR[\
FW+*
1RUXVWLQJEOLVWHULQJORVVRIERQG
RUDQ\PHDVXUDEOHFUHHSDJH
IURPWKHVFULEHDIWHUKRXUV
$670'

,PSDFW5HVLVWDQFH
%ODVWHG6WHHO
FW+*
LQFKSRXQGV
QRYLVLEOH
FUDFNLQJ*DUGQHU,PSDFW7HVWHU
$670'

$GKHVLRQ
%ODVWHG6WHHO
FW(SR[\
FW+*
$
$670'
+DUGQHVV
%ODVWHG6WHHO
FW(SR[\
FW+*
+
$670'
$EUDVLRQ
%ODVWHG6WHHO
FW+*
PJORVVDIWHUF\FOHV
&6ZKHHOJPORDG
$670'
$GKHVLRQ
%ODVWHG6WHHO
FW(SR[\
FW+*
SVL3QHXPDWLF
$670'
,PPHUVLRQ5HVLVWDQFH
%ODVWHG6WHHO
FW2UJ=LQF
FW(SR[\
FW+*
1RUXVWLQJLQWKHVFULEHQREOLVWHULQJ
VRIWHQLQJRUGLVFRORUDWLRQDIWHU
HLWKHUGD\VRIIUHVKZDWHURU
VDOWZDWHULPPHUVLRQDW)
$670*
:HDWKHURPHWHU
%ODVWHG6WHHO
FW(SR[\
FW+*
1REOLVWHULQJUXVWLQJRUFUDFNLQJ
JORVV
UHWHQWLRQRIFRORUFKDQJHRI
0DFDGDPXQLWDIWHUKRXUV
$670*
$670'
$FFHOHUDWHG:HDWKHULQJ
%ODVWHG6WHHO
FW2UJ=LQF
FW(SR[\
FW+*
1RUXVWLQJEOLVWHULQJRUORVVRIDGKHVLRQ

OHVVWKDQJORVVORVVDIWHUKRXUV
7HVWUHSRUWVDQGDGGLWLRQDOGDWDDYDLODEOHXSRQZULWWHQUHTXHVW K'L')/ * &M'))')/
K3N31B 3RZHUPL[3DUW$VHSDUDWHO\WKHQFRPELQHDQGSRZHUPL['21270,;3$57,$/.,76 &=31131B
6SUD\
8SWRR]JDO

Z7KLQQHURUR]JDO

Z7KLQQHU
%UXVKDQGRU5ROOHU
8SWRR]JDO

Z7KLQQHU
7KHVROYHQWVOLVWHGDERYHFRQWDLQ92&7KHVHPD[LPXPDPRXQWVOLVWHGZLOOUHVXOWLQ92& DWRUEHORZJO
OEVJDO&DUEROLQH7KLQQHU(LV92&H[HPSWDQG+$3IUHH,WLV DOVRDFFHSWDEOHIRUDOOPHWKRGVOLVWHGDERYH
8VHRIWKLQQHUVRWKHUWKDQWKRVHVXSSOLHGRU
UHFRPPHQGHGE\&DUEROLQHPD\DGYHUVHO\DIIHFWSURGXFWSHUIRUPDQFHDQGYRLGSURGXFWZDUUDQW\ ZKHWKHUH[SUHVVHGRULPSOLHG
233
~f~,~yn~ reproofing
DRAFT
%:2P98=:10
V WXY D(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
K'L')/ * &M'))')/
C:839
5DWLR
$WR%

+98 $3J0
+RXUVDW)
&
DQGOHVVDWKLJKHUWHPSHUDWXUHV3RWOLIHHQGVZKHQFRDWLQJEHFRPHV WRRYLVFRXVWRXVH02,6785(&217$0,1$7,21:,//6+257(1327/,)($1'&$86( *(//$7,21
-++$'%- &'() #OH'+K#)& /H'.#$')#"
/LVWHGEHORZDUHJHQHUDOHTXLSPHQWJXLGHOLQHVIRUWKHDSSOLFDWLRQRIWKLVSURGXFW-REVLWHFRQGLWLRQVPD\UHTXLUHPRGLILFDWLRQV WRWKHVHJXLGHOLQHVWRDFKLHYHWKHGHVLUHGUHVXOWV
"62:5 -66<34:8391
E/0102:<F
7KLVLVDKLJKVROLGVFRDWLQJDQGPD\UHTXLUHDGMXVWPHQWVLQVSUD\WHFKQLTXHV:HWILOPWKLFNQHVV LVHDVLO\DQGTXLFNO\DFKLHYHG6SUD\HTXLSPHQWKDVEHHQIRXQGVXLWDEOHDQGDYDLODEOHIURP PDQXIDFWXUHUVVXFKDV%LQNV'H9LOELVVDQG*UDFR
%91A018391:< "62:5 3UHVVXUHSRWHTXLSSHGZLWKGXDOUHJXODWRUV´,'PLQLPXPPDWHULDOKRVH´,'IOXLGWLSDQG DSSURSULDWHDLUFDS
-32<077 "62:5
3XPS5DWLR

PLQ

*302XWSXW

PLQ

0DWHULDO+RVH
´,'
PLQ

7LS6L]H
´
2XWSXW36,

)LOWHU6L]H
PHVK

7HIORQSDFNLQJVDUHUHFRPPHQGHGDQGDYDLODEOHIURPWKHSXPSPDQXIDFWXUHU I2;7= * C9<<02
E/0102:<F
0XOWLSOHFRDWVPD\EHUHTXLUHGWRREWDLQGHVLUHGDSSHDUDQFHDQGUHFRPPHQGHGGU\ILOPWKLFNQHVV $YRLGH[FHVVLYHUHEUXVKLQJRUUHUROOLQJ)RUEHVWUHVXOWVWLHLQZLWKLQPLQXWHVDW) &

I2;7= 5HFRPPHQGHGIRUWRXFKXSRQO\8VHDPHGLXPQDWXUDOEULVWOHEUXVK C9<<02 8VHDVKRUWQDSPRKDLUUROOHUFRYHUZLWKSKHQROLFFRUH -++$'%- &'() %().'&'()"
%91@38391 K:8023:< ";2J:40 ->P3018 M;>3@385
0LQLPXP )
&
)
&
)
&

0D[LPXP )
&
)

&

)
&

,QGXVWU\VWDQGDUGVDUHIRUVXEVWUDWHWHPSHUDWXUHVWREHDERYH) &
WKHGHZSRLQW
%:;8391Q7KLV3URGXFWLVPRLVWXUHVHQVLWLYHLQWKHOLTXLGVWDJHDQGXQWLOIXOO\FXUHG3URWHFWIURPKLJKKXPLGLW\GHZDQGGLUHFW PRLVWXUHFRQWDFWXQWLOIXOO\FXUHG$SSOLFDWLRQDQGRUFXULQJLQKXPLGLWLHVDERYHPD[LPXPRUH[SRVXUHWRPRLVWXUHPD\UHVXOWLQD ORVVRIJORVVDQGRUPLFUREXEEOLQJRIWKHSURGXFW
234
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
%:2P98=:10V WXY D(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI
%HC')/ "%M#.H$#
";2J:40 &0>6G .25 89 M:1@<0 .25 89 C049:8 ,31:< %;20 /0102:< )
&
+RXUV +RXUV 'D\V
)
&
+RXUV +RXUV 'D\V
)
&
+RXUV +RXUV 'D\V

)
&
+RXUV +RXUV 'D\V
7KHVHWLPHVDUHEDVHGRQDPLO
PLFURQ
GU\ILOPWKLFNQHVV+LJKHUILOPWKLFNQHVVLQVXIILFLHQWYHQWLODWLRQRUFRROHU WHPSHUDWXUHVZLOOUHTXLUHORQJHUFXUHWLPHVDQGFRXOGUHVXOWLQVROYHQWHQWUDSPHQWDQGSUHPDWXUHIDLOXUH %:;8391Q7KLVSURGXFWLVPRLVWXUHVHQVLWLYHLQWKHOLTXLGVWDJHDQGXQWLOIXOO\FXUHG3URWHFWIURPKLJKKXPLGLW\GHZDQGGLUHFW PRLVWXUHFRQWDFWXQWLOIXOO\FXUHG$SSOLFDWLRQDQGRUFXULQJLQKXPLGLWLHVDERYHPD[LPXPRUH[SRVXUHWRPRLVWXUHPD\UHVXOWLQD ORVVRIJORVVDQGRUPLFUREXEEOLQJRIWKHSURGXFW
%$#-)H+ * "-,#&R
%<0:1;6 8VH7KLQQHURU$FHWRQH,QFDVHRIVSLOODJHDEVRUEDQGGLVSRVHRILQDFFRUGDQFHZLWKORFDO DSSOLFDEOHUHJXODWLRQV
":J085 5HDGDQGIROORZDOOFDXWLRQVWDWHPHQWVRQWKLVSURGXFWGDWDVKHHWDQGRQWKH6'6IRUWKLVSURGXFW :HDUSURWHFWLYHFORWKLQJJORYHVDQGXVHSURWHFWLYHFUHDPRQIDFHKDQGVDQGDOOH[SRVHGDUHDV D0183<:8391
:KHQXVHGLQHQFORVHGDUHDVWKRURXJKDLUFLUFXODWLRQPXVWEHXVHGGXULQJDQGDIWHUDSSOLFDWLRQ XQWLOWKHFRDWLQJLVFXUHG7KHYHQWLODWLRQV\VWHPVKRXOGEHFDSDEOHRISUHYHQWLQJWKHVROYHQWYDSRU FRQFHQWUDWLRQIURPUHDFKLQJWKHORZHUH[SORVLRQOLPLWIRUWKHVROYHQWVXVHG8VHUVKRXOGWHVWDQG PRQLWRUH[SRVXUHOHYHOVWRLQVXUHDOOSHUVRQQHODUHEHORZJXLGHOLQHV,IQRWVXUHXVH06+$ 1,26+DSSURYHGUHVSLUDWRU
%:;8391
7KLVSURGXFWFRQWDLQVIODPPDEOHVROYHQWV.HHSDZD\IURPVSDUNVDQGRSHQIODPHV$OOHOHFWULFDO HTXLSPHQWDQGLQVWDOODWLRQVVKRXOGEHPDGHDQGJURXQGHGLQDFFRUGDQFHZLWKWKH1DWLRQDO(OHFWULF &RGH,QDUHDVZKHUHH[SORVLRQKD]DUGVH[LVWZRUNPHQVKRXOGEHUHTXLUHGWRXVHQRQIHUURXV WRROVDQGZHDUFRQGXFWLYHDQGQRQVSDUNLQJVKRHV
+-%S-/')/T M-).$')/ * "& ( C-/#
"=0<J $3J0
3DUW$
0LQPRQWKVDW)
&

3DUW%
0LQPRQWKVDW)
&

6KHOI/LIH

DFWXDOVWDWHGVKHOIOLIH
ZKHQNHSWDWUHFRPPHQGHGVWRUDJHFRQGLWLRQVDQGLQRULJLQDO XQRSHQHGFRQWDLQHUV
"892:B0 &0>602:8;20 *
M;>3@385
)
&

5HODWLYH+XPLGLW\
"892:B0 6WRUH,QGRRUV
"=36631B U03B=8
E-6629N3>:80F
*DOORQ.LWOEV
NJ

*DOORQ.LWOEV
NJ

,<:7= +9318 E"08:J<:7=F 3DUW$
)
&

8UHWKDQH&RQYHUWHU3DUW%
)
&

235
===-=El ====r=~==----re-proofl11g
DRAFT
%:2P98=:10
V WXY D(%
352'8&7'$7$6+((7
-DQXDU\
3DJHRI

U -CC-)&R
7RWKHEHVWRIRXUNQRZOHGJHWKHWHFKQLFDOGDWDFRQWDLQHGKHUHLQLVWUXHDQGDFFXUDWHRQWKHGDWHRISXEOLFDWLRQDQGLVVXEMHFW WRFKDQJHZLWKRXWSULRUQRWLFH8VHUPXVWFRQWDFW&DUEROLQH&RPSDQ\WRYHULI\FRUUHFWQHVVEHIRUHVSHFLI\LQJRURUGHULQJ1R JXDUDQWHHRIDFFXUDF\LVJLYHQRULPSOLHG:HJXDUDQWHHRXUSURGXFWVWRFRQIRUPWR&DUEROLQHTXDOLW\FRQWURO:HDVVXPHQR UHVSRQVLELOLW\IRUFRYHUDJHSHUIRUPDQFHLQMXULHVRUGDPDJHVUHVXOWLQJIURPXVH&DUEROLQHVVROHREOLJDWLRQLIDQ\LVWRUHSODFH RUUHIXQGWKHSXUFKDVHSULFHRIWKH&DUEROLQHSURGXFW
V
SURYHQWREHGHIHFWLYHDW&DUEROLQHVRSWLRQ&DUEROLQHVKDOOQRWEHOLDEOH IRUDQ\ORVVRUGDPDJH1227+(5:$55$17<25*8$5$17((2)$1<.,1',60$'(%<&$5%2/,1((;35(6625 ,03/,('67$78725<%<23(5$7,212)/$:2527+(5:,6(,1&/8',1*0(5&+$17$%,/,7<$1'),71(66)25$ 3$57,&8/$5385326($OORIWKHWUDGHPDUNVUHIHUHQFHGDERYHDUHWKHSURSHUW\RI&DUEROLQH,QWHUQDWLRQDO&RUSRUDWLRQXQOHVV RWKHUZLVHLQGLFDWHG
236
carbolin"e:

Coatings - Li11i11gs - Fireproofi11g
DRAFT
APPENDIX “H”

AVAILABLE RECORD DRAWINGS
(For Information Only)
City Project No. 23802

237

FOR INFORMATION ONLY DRAFT
Montalvo Pedestrian Bridge
238
,,.

SECTION .,,. ..
11 I~ :l'o:" I A" I ,~·
.......
,&.

ELEVATION
,¾,. @
N.C.boU 5 1/2" h
~nee, {Byoo,,,.
htick~cirann
At>utment Reoctlon ~--1Dll~. +-,....+~ Vert. D.L. 12.00 kJpt Vert. LL 2,.10 klpt
~- y ... ,, kip•
Upllt(ta.. ........ ) ,_,...,.
,.

Hortz. (S•l•mlc-Long) 9.50 kip•

ABUTMENT PLAN
NOT TO SCALE @
!:!2!!:

Tn.1 .. Layout Symm•trtoal
About C•nt•r Un• !5£CTIO~ ..

I l'TW, CH0ID CAlll£II • 1• + 15/lr (!If" DCAI) LOAD. ? ? ;t ;t- ;t- A ,,,_._ )I- .lw .,,_ CAIIIBER (DIST. FROM C1ll lO C1IL OF -,C I" lfOaDtlt
+,,,__~ ~~~.;-U2aTOP & BTM. CHORD
SHOP SPLICE DTL.

SCALE: NONE
i

NOT TO SCALE
floor e-
(FB 1)
"' '
SECT. "1-1"
SCAI.£: 3• • 1'-o·
j•
SHOP NOTE1 •EX 1• tib1nb.,. To I•
lnltaled At Alt floor
Strut. Loc::ated At Each
Erid Of The Brtc!Qe.
"EX 1" DETAIL
SCALE: 3• • 1'-0"
&
&
~T~~_§_
r-,...Jt:::::1---.-..:::::: ::s::

1. o\ll ·••en~ - In•=~ -.1tt1 tlw .-c1,1co°tlClr'I of' TI£ IIMERICAN INSTITUTE IF SffD.. Cl:NSTMLCTlml ,

2. V•L•1ng ti,~- •l'ttl 1t'9 #IIDllCNI WD.llltc. SDCICTY D1, l ~~1::":~·~o::~"11.~;., ":. r.t~~~= i~ t1L""s~:!1.t!-=:1'~ :.•~t~~-~i:c".",:." .,.~".;I_ )'ll·l• elt 50, OtlO fli"I,

4. 11•1· • 4 U M " '"'- _, Sil&' ti H•'t" _,._.. llbn'.l'I 11'11'Wrl'lff1 .lltftl- n UI .... ra1: ~L,- 'to -l _I ..... :I. ~NL't• 111!-M .UO! lllt-:lm' ..-- Ur ..... irl••L .P"Clda. ~~~~~jl\~~=~~~L:?.i.~=t.. -1,;, Cll~ BO'ttllft Nl'l .,,_ 1.1~1.at'I '\tip,.,, l,Q61,_, _.,_ ....,._, "I.a, - '1•1'11111 ,pl4.'I• I. ~- - ah1-., N1 lllrr .... , .,.,.. ......,. .......,.
- 1"11"'111 pl•U.. If .....,jr,M ""\ IC. CIIOll"•eUar, MIU - It .. .uni A9l!:5 J'l'PC :I~ IINI I N 1 1ot,1.......i by_,,-'..,......_,,,~ -...-...,,,~~- .. llilll n.-1 W N _,. 91&.S'tNI 1e 1.1.P,C. .. '"C.-.-1•1 I~ :llalft t".:. !t.Ti..:•.:.:,'r~ ,:...;:1,-::1~:~11~1~1~..!...'T~- ~~o;:,.:;,~<~:.=::,.~·.~'~--.:. =-~ -.,1 .. a.
~·-~
NVIII ,.., t•..,.,.
~119-1 •U ..... o~ 11..C1CN•l'l1 I• sirf11.a-s W 9 rCJY'Wi -""•l'thno...,.p..,.orco,,,.,...,
~:CC::'":!.,;,,.
••~ .-..0,,1,--t., •l•C'IP-lccll ~lnQ, cl_,...,_.. (f'lDOd pl•ll'I, ,._..,_)', UIIII ••...,.._)') ...,_. ,....._,..,11111-ty of' oV-a.
....
~lrHCelil.'ll f'O&
,-r•- ...,..._ lilNrc-"t l:"'1 - ~·--
~I=~ C:::r':. ,..apo,,.1111 • f'o, ...._ ,_q,- 1•1 and llflpllit:-.11,:,,-o of •II ~11'1N f't_•~ ,-_!~lro,.
1:1:S: .1,uw lS DUIGNCJI CN TH£ FD...Lgw'l~:i atlTE;llt],A, U.) :i..11 40N' of" :IO ,,., pha u, --•r ••rtrlllll't:.II I ·- IONI ., lDD p,sft,
<£> ... d loul • COf'IC9'"'1ra'H'd 106.d Df' IDOO pouNlstroot o# • 1.-th • l"ll&C'I, <» \I J- ..... of" !11111 ,. ... -- - .... ~, ... --IC-I _,.a ... 'ttl0"4llh , .. 1 ly _,_.... 11ft, 'TnT~~ 'ii.!~~•'t.s }:

I~"
.

A OIVJSlONOF
BIL TOI.AST PRODUCTS INC
4011 GAULT AVENUE
FORT PAYNE Al3'967-l!l9
J.~(1(1.740.~1~
"""
..u
05~3J3P 1/ 3

DRAFTFOR INFORMATION ONLY
239
~
- 2 " • 2 •
,·
1 1/4• :i1 3•
Slatted Hole

EXP'N BCARINC
Doubl• Nut To Allow
MChWll.-t\, lllahl_.. lottom
Nmt. l,Jt,oal 1/4 Tin And
Tighten Top Nut To Bottom
Nul
f l>tC D 9 EAAI NO
DOtJbte Nut. T¼lt,t-, Bottom
Nut Mid ltQhten Top Nut
To IIGUMn HuL
r-lll• ~ ""' e•-Oft• (T'l'P, IN1ERIOR BAY) ' 2'-a.l• l
' ~ ....... , l (CS 2) \ I
96'-1oj"
OUT TO OUT OF ••Tc 1" MEMBERS
l"-Ji• ('TYP. DI> BAY)
..
~- 2'-al,· 2'-81\" ~M /<f£~ ... ~ 1
WASHER PLATE •wp 1 • S.S. Plot• (SSP 1) ($>\op Welded To Bil'II.. Side Of •ep 1•)
~I•
---~ f, (F9 ,) r~ "-., (FD 1)
& ·-~
1'(:i) Grout Bed

BEARING DETAIL
,S I
j•~ ,r--'.'.t:._l
n77
:;.-~jfi
B1m. Sida Of ; ,,
BEA.RING PLATE •9p I•
BRG. ASSEMBLY
& BRG. PLATES @
SCAL.E, 1 1/2" - 1'--0" S
I
I
l
n,i,SC,IJ,-
'irFSttrvt/
/ l!I I /1/ I l!I I /./
r
II
...
~
77 (FloorSW7 FS I)
1//
~,-~[27"
... _, \,.

ELEVATION
~~
f:,!''i'f°""'7
SCALE, 1• - l'- 0" 0

SHOP MOTE,
~ r~•
Uk Goppad Dlogonaf
Starting At the 5th Panel Pohl
1/4• lYP.
r
&. ~ ,fi ~ NOT£r •EXP 1" Plat• to btt Fllld lnatalllld aft• Ill• 8r~ ha11 b..-. lna't.Gll4d. (J~ & --
(FB 1)
SHOP NOTE:

Pro"4de 3/9"• WNF Hol•
At Lo• 11-oht (T~
DECK PLATE (DP 1) DTL. ~I~~• NOTE: ~_..._ )Roi
:l'-1.I.·
SECTION "A - A"
SCALE: 1• • 1•-0• ®
SCALE: Y • 1'-o•
1,.;
·' '?I :.I ~I ~I •
"
..... ~ lQt, Plot•
&
CONN. DTL.

SCALE: 1 1/2• • t'-o•
Ji.2

HANDRAIL
DETAIL
SCALE: ·it "" 1'-0"
2·-,or
/
l tn[t}' __.....
r1r~ -'!.-1~ ·N ' >, '
L A " I\
. ~w -.. .
.• ·~-1t :;1··.; 'LP)/. V
p
CTIR" BRllXl!'._ ~ .. , & I.CT
l!r.r-1os2313p 213
l~j
~I

DRAFT FOR INFORMATION ONLY
240

CABLE ANCHOR
(CA 1) DETAIL
SCALE: 3"' • 1•-0•
,:k
P02S3
¾:~ ,,;. 'f2"1o1~1 Nut a Wmtlr.
,_,
-!l 1·
P012.6

ELEVATION

CABLE ANCHOR
(CA 2) DETAIL
SCALE: :,• • 1'-0"'
1/ 4'
~nP.
i{~ t,t. 1f"1a1~r:,
Nut a Woeher.

SECTION "B
SCALE:- t"' • 1'-0"'

CABLE SUPPORT
(CS 1) DETAIL
SCALE: J"'• 1'-0"'
SHOP_NOTEi
'I
B" @ SPLICE ®

CABLE SUPPORT
(CS 2) DETAIL
SCALE: 1"' • 1'-0"'
l
3/16"'• Cab!•
~bly
ELEVATION @ SPLICE
SCAI.£: 1"' • 1'-0"'
SHOP NOTE:

TGdt Wald NuUI to Qiord Splk:e Plot•
SPLICE PLATE P0263
(PL 1/2"' x 5"' ,c 1'- B"' W/ 13/18"'111 Holea)
SPLICE PLATE P0126
(PL 1/2"' x 3" x 2'-6"' W/ 13/115,"'tl HolN)
.TYP.
·""' s~~~l ~~s ,-~~ATES @
_Ii
SECTION~~•
l~ l'l'"" ,. , ...... .,,.11)7")
-
:;.,_--j.:;::- - ---:- ---- ·---- :
-
-
-•--
. .

VERTICAL (CV 8)
SCALE: t"' • 1'-0"'
J ,,._
~, rf £] -ill\:-m l o·-,r 1J11e·• Hol•
,

DRAFT FOR INFORMATION ONLY
Riviera Pedestrian Bridge
241
&
Ill Ill
.4.
n
l2
e,
••
J0"-1!•
(01ST, F'R<M CTR, 10 Cwt. OI IIMNI)
A Tru•• Leiyout + s mm-1,.k,al NOTE, A.'toi.at Center
Uno
I ..,..,. .... I A 4 , .... CIIOIID CA1111Jt • •: + v,r ,w ,._ I .. .-.... )t o-o• SHOP tc cZ """" l b .. PANEL POIMT
_.,.

T->i" ,Ls-o· tnP-l~ "l 15-' 21•
&
1·
SHOP NOTE1 •EX 1" Memb- To e.
ln.taiU.dAtAIIFlocNStnlt. Looot.d At Eoc:h
End Of Th• 8,1dge,.
&.
""
SECT. "1-1"
SCML: 3" • 1•-0•
ELEVATIQN--•::.n,_ • · }r
SCAL£a 1/4" - 1·-0· CD ,.,,.~ j I "°"'"""' (F111) "EX 1" DETAIL SCALE; 3• • 1'-0- ~ec:!:, :51===~~===:!l'::===tfJ
r ¥ 20'-,oj" (CTR-..,:: or BEAR1NG) '~ •.
(OUT TO CUT OI •- • --•
,&,

FLOOR PLAN
SCALE: 1/4" • 1'-0· @
IA
TOP & BTM. CHORD CONN. DTL. #1 SCAL£: 1 1/2" - 1'-0"
SHOP SPLICE DTL.

SCALE: NONE
' & N.C.boU 5 1/Z" hi .e::a;:~ (Br Olhon
heck~or.nn
Abutment Reaction
Vert. D.L ,.20 klp1 V•rt. LL 7,60
Vert. Total 1 1.80
•· ~l ~o/1:J Hor1z. (Wind-Trana) 2.eo klpr .. f.,~ f. ' u,111(10. .. _) ....... ,.

Hortz, (S1lfflllc-Long) 3.30 kip•
ABUTMENT PLAN @
t,JQT m SCA.LE
ABUTMENT SECT. @

NOT TO SCALE

EXP'N IIEARINQ
Daulil• Nut Tai Allaw
M~""t.. fliln,ltn G,,ttom
NIA,.L.-., 1/•Tloffl And
Tighten Top Nut To Bottom
N,C
f'IXEO ilEA.RINO
OclublliHv'L -no,.i.. h\tMI
Nvl.Nld To, PM
1"(:1:) Q-wt Bed

BEARING DETAIL
WASHER PL.ATC •WP 1"
3"
8"'.,-Ji W,I"'" ,
1 . ,:~v~ ~ Ir/,,., , .
. ,.. [
'ir
&
IIDHDTI Chord
(Be 1)
BRG. ASSEMBLY
!u, ~,~.-G_-,._~LATES @)
NA NA
..
4 ..

I, ,.ll ... lgn •"""- CU'"e lri •cCClr"'dllno:e w i th 1tw 9P1Cl,-lc..'\ 1- o# TIC aac:RH!AN INSTITUTE C.- STEn. COdTltUCTtDN , 2. \l•lilllf'IO UI cari,f'ONI w1•t1 tlw l'IMDIICM VEI..IIJNG SOCIETY Ill, 1 :."m.;4::1~""-~--:.e:'t'~:".,!= ':,.--~tx.=,·~ ::
~~~--.:m.~,: .. ~1- ,-1•l• o# Sl,cal pal,
J:2.
4, 11•1* wlll He "'lril- o# 3'16• f'lllrt 1111- .._, ...,_,._,_, o-ttwf"al_, Nini""' -1111 ma-, nin: ,app l)" 1o •"'I - la s. ~ll;..~r°""~~~,.:; :r-,... ";:t '"'::' 'ii:'- ~ ':r.!:~;... •b=~~,:""'.:t~-.. ::'X:~-c:L ~"'~~~.":~1::' ~~-:0:.~rT:!~!n..-:= ~I" •rttll"Q pie.tit•. Jf' ,..,, .... f"l•ld 1pllc• ccnwc'l:11,n llol•• ..,_ ll W iU"TN iU1S T'rPE 3 llf'III ....._ti IN ti~"'° .._ nu't _.._, ........ ,ri.,....,..t~ .
i, All ... I•• IN -.NI bt,u_,. W S.S.P, C. ff •C-,-C1•I •1..-t f"IA I,..,.. 1...-.,il&'bo l:,, IJW"llllr '6 ~lft'lrro- P,u,., 9111'K'1rrc.t1- 11 •"'"' ... 1 .. ,7, Ill ... ~I,,. ....._U N _.....,Lly ~le i'aNfnoil I~ CT•-••ue. 1#) ~~.::.~)!'"~-~-.~·~~ :!:6~ ...... a.11 ...,.,--iao-1..,.. 8. H!uWll ,._II• e.rid 111.LL ...... _..-ta .... --.iw1'ttlno.tllll.rfl•llge•Olf'~
::=. bo~t:. ~~C:-~1cin.
•I~ .-.q1,1I.,._.,..., •l.rl-l"lcal .......... ll'IQ, llNI cl~ (.,-lOOII pit.IP\, ,._,._,,, uMII ••....,.._,o) ..,.. tM r~lblll~o#----....
.,ca,.."]: N
$hop,pp1 IHI Coot1r,a,;
NS l"'I'
Pruw,.. NWf"Clrl Mfr'COClt Z-40 - ,,.1~
rl•~lll"dta.-U.

TN -,.. u bJ- ""IIICl''•lll bl• tor th.- -t..,-1•1 •NI appllca.ttan of •H 911'1Clr1N t11t• ,.,trtrronns-Mi-ticiE·-1s ·11t~JGNCD aAstD DN THC nLLDVIMG CRITERJA. (1) Jl.od toa.d 0, ,:J ,,_,pl-VI •..-.nly d 1.-tr1...-t:N Lin l11a.ll o# JOO ps, ,
Ct> lt,ad IOMI + conclfflt:rll"Wd load 0, JCXXI pow'IIK/loot o, •ld"ttl + •~et. (3) ltll'ld lcod of :JO ps, colo.1lot..ll cin -- 9"1: 1,.. v.,.t1c•l ,u fully 1"1'1Claul&.

DRAFT FOR INFORMATION ONLY
242

CABLE ANCHOR
l;L£~3- ~ ,tDETAIL &
SHOP NOTE:

Coa1..Sllpparl,(CS1)To k CwHINIII an Fooa Of
Vll"f.Jcol. (T>11lwl)

CABLE SUPPORT
(CS 1)
SCALE: Y • 1•-0•
DETAIL
OP NOTE:
~__., * Solt lit/ ..... ,t(ifl.Jll<N;Ai
&
z .. 1,
swt - 1• 1/16"
"""4w)

CABLE SUPPORT
(CS 2) DETAIL
SCALE: 1• • 1•-0•
71 ~I ~ "'
See Conn. Dtl. 12,
s~,~~-T_I~~ "A - A" @
i..1 'fl.:, -!, ~ ~ ELEVATION SCM.£; 1 • • 1' -0- &. DECK PLATE (DP 1) DTL. SC.AU:: 3• • 1•-0• .& DTL.

SCALE: 1 1/2 • 1'-o•
Bott01n Cticrd
(BC 1)
IJ..2
"'"
30•-.. J•
OUT TO OUT OF "TC 1" lri.1£~B£RS
r-,
,. (a.R.2

HANDRAIL
DETAIL
SCALE: 3"' • 1'-0"'
2·-e,
·""""' ('1 ll
2•- , 2"--~·
.... l ~ EX 1
,·. ~.-,.·: .;: IJ ;rrFr·11 !. , ,.J I ~ ', I L11 ::L.-:r-, :-~ .& DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
243
PRODUCT DATA SHEET May 2, 2018 (Revision of October 25, 2017) AMERCOAT® 240 LT

DESCRIPTION
Low Temperature Universal Epoxy Coating

PRINCIPAL CHARACTERISTICS
• Multi-purpose epoxy for industrial and marine applications • Ballast tanks, voids, bilge, and underwater hull application • Heavy Industry, structural steel
• Surface tolerant, compatible with water jetted surfaces • Excellent abrasion resistance
• Low voe, extremely low HAPs
• Excellent low temperature cure capability

COLOR AND GLOSS LEVEL
• Off White, Black, Oxide Red, Buff, Light Gray
• Semi-gloss
Note: Epoxy coatings will chalk and fade upon exposure to sunlight, elevated temperatures, or chemical exposure.

Discoloration and normal chalking does not impact performance. Light colors will darken over time. Some batch-to-batch variation In color Is to be expected. Color matches are approximate.

BASIC DATA AT 50°F (10°C)
Data for mixed product
Number of components Two
Volume solids 82 ± 2%
voe (Supplied) max. 1.6 lb/US gal (approx. 192 g/1)
Temperature resistance (Continuous) To 200°F (93°C)
Temperature resistance (Intermittent) To 250°F c,21•ci
Recommended dry film thickness 4.0 -12.0 mils (100 - 300 1,1ml per coat Theoretical spreading rate 219 ft 2/US gal for 6.0 mils (5.5 m2/1 for 150 µm) Shelf life Base: at least 36 months when stored cool and dry Hardener. at least 24 months when stored cool and dry
Notes:
- Intermittent temperature resistance should be Jess than 5% of the time, and maximum 24 hours - See ADDITIONAL DATA-Overcoating intervals
- See ADDITIONAL DATA- Curing time

RECOMMENDED SUBSTRATE CONDITIONS AND TEMPERATURES
• Coating performance is, in general, proportional to the degree of surface preparation Ref. P056 Page 1/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
244
PRODUCT DATA SHEET May 2, 2018 (Revision of October 25, 2017) AMERCOAT® 240 LT
S!u.l
• Remove weld spatter, protrusions, and laminations In steel. Grind welds smooth In accordance with NACE RP-0178 • Remove all surface contaminants, oil and grease In accordance with SSPC SP-1 • Abrasive blast with an angular abrasive to an SSPC SP-10 cleanliness or higher for tank lining service. Achieve a surface profile of 2.0 - 4.0 mils (50 - 100 µm)
• The product may be applied over an SSPC SP-12 WJ-2(L) for non-tank lining applications where a previous blast profile can be exposed.
• For maintenance and repair In atmospheric service, the product can be applied over surfaces prepared in accordance with SSPC SP-2 or SSPC SP-3 (hand and power tool cleaning). • AM ERCOAT 114 A may be used as a pit filler for severely pitted steel and surface discontinuities • Check with PPG technical service for the maximum allowable soluble salt level tor water Immersion service. This will vary based on the water chemistry and service temperatures
concrete
• Remove all surface contaminants such as oil, grease, and embedded chemicals • Abrade the surface per ASTM D4259 to remove all chalk and surface glaze or laitance • Mechanical surface preparation should expose sub-surface voids and provide a surface profile equivalent to 60 grit sandpaper or coarser
• Surface should be free from moisture In accordance with ASTM D4263. Refer to Information Sheet# 1496ACUS for further details regarding moisture measurements
Non-ferrous metals
• Lightly abrasive blast in accordance with SSPC SP-16 to achieve a uniform and dense 1.5-4.0 mil anchor profile. Use suitable epoxy primer
Stainless steel
• Abrasive blast in accordance with SSPC SP-16 guidelines to achieve a uniform and dense 1.5-4.0 mil anchor profile. Size and hardness of abrasive should be adjusted as necessary based on the hardness of the substrate Aged coatings and repairs
• Ensure the coating system is sound and well adhered
• Do not apply over thermoplastic coatings or coatings that exhibit poor solvent resistance • A test patch is recommended to determine compatibility and adhesion • Sweep blast or otherwise thoroughly abrade the existing coating in accordance with SSPC SP-7 • Alternately, PREP 88 may be used to prepare some existing coatings. Please refer to PREP 88 data sheet for details • Feather the edges of tightly adhered, in-tact coatings at the perimeter of repair areas • Power tool clean the existing steel in accordance with SSPC SP-3 (atmospheric service) or SSPC SP-11 (immersion service)
Ref. P056 Page 2/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
245
PRODUCT DATA SHEET May 2, 2018 (Revision of October 25, 2017) AMERCOAT® 240 LT
Substrate temperature and application conditions
• Surface temperature during application should be between 20"F (-7"C) and 140"F (60"C) • Surface temperature during application should be at least 5"F (3"C) above dew point • Ambient temperature during application and curing should be between 20"F (-7"C) and 122"F (50°C) • Relative humidity during application should be between 0% and 85% Note: The surface should be inspected to ensure there Is no ice present on the substrate in cold weather conditions

SYSTEM SPECIFICATION
• Primers: Inorganic zinc primers or zinc rich epoxies (atmospheric service) • Topcoats: AMERCOAT 450H, AMERCOAT 22gr, AMERSHIELD, PSX 700

INSTRUCTIONS FOR USE
Mixing ratio by volume: base to hardener 80:20 (4:1)
• Pre-mix base component with a pneumatic air mixer at moderate speeds to homogenize the container. Add hardener to base and agitate with a power mixer for 1-2 minutes until completely dispersed Induction time
Mixed product induction time
Mixed product Induction time
temperature
40°F(4°C) 30minutes
50°F(10°C) 15mlnutes
70"F(21°C) Sminutes
Potlffe
1 hour at 70°F {21°C)
Note: See ADDITIONAL DATA - Pot life
Application
• Area should be sheltered from airborne particulates and pollutants • Avoid combustion gases or other sources of carbon dioxide that may promote amine blush and ambering of light colors • Ensure good ventilation during application and curing • Provide shelter to prevent wind from affecting spray patterns Material temperature
Material temperature during application should be between 40"F (4°C) and 80°F (27°C) Ref. P056 Page3/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
246

PRODUCT DATA SHEET
AMERCOAT® 240 LT
Air spray
• Use standard conventional equipment
Recommended thinner
THINNER 91-82 (AMERCOATT-10)
Volume of thinner
0-15%
Airless spray
• 45:1 pump or larger
Recommended thinner
THINNER 91-82 (AMERCOAT T-10)
Nozzle orifice

0.019 - 0.023 in (approx. 0.48 - 0.58 mm)
Nozzle pressure
17 2 - 20.7 MPa (approx. 173 - 207 bar; 2500 - 3000 p.s.i.) Brush/roller
May 2, 2018 (Revision of October 25, 2017)
• Use a high quality natural bristle brush and/or solvent resistant, 1/4" or 3/8" nap roller. Ensure brush/roller is well loaded to avoid air entrainment. Multiple coats may be necessary to achieve adequate film-build Recommended thinner
AMERCOAT T-10 THINNER
Volume of thinner
0-5%
Cleaning solvent
Amercoat 12 Cleaner (Thinner 90-58)
Ref. P056 Page4/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
247
PRODUCT DATA SHEET May 2, 2018 (Revision of October 25, 2017) AMERCOAT® 240 LT

ADDITIONAL DATA
Overcoating interval for OFT up to 6.0 mils (150 µm)
Overcoating with ... Interval 20°F (-7°C) 32°F(0°C) 50°F(10°C) 10°Fc21°c> 90°F(32°C) Itself Minimum 24 hours 16 hours 8 hours 4hours 2 hours Maximum 3 months 2 months 30 days 14 days ?days
urethane and PSX Minimum 24hours 16 hours 8 hours 4hours 2 hours Maximum 30 days 14days 10days 5days 48 hours ~ -~ -~ -~ -~ -~ - Notes:
- Antlfouling coatings should be applied when the previous coat of epoxy Is tack free, but Impressionable with moderate finger tip pressure
- Alkyd coatings and waterborne acrylic coatings should be applied after the film Is dry to handle and not greater than three times dry to handle time
- Dry times are dependent on air and surface temperatures as well as film thickness, ventilation, and relative humidity. Maximum recoating time is highly dependent upon actual surface temperatures - not simply air temperatures. Surface temperatures should be monitored, especially with sun-exposed or otherwise heated surfaces. Higher surface temperatures shorten the maximum recoat window
- Surface must be clean and dry. Any contamination must be Identified and removed. A detergent wash with PREP 88 or equivalent Is required prior to application of topcoats after 30 days of exposure. However, particular attention must be paid to surfaces exposed to sunlight where chalking may be present. In those situations, a further degree of cleaning may be required. PPG Technical Service can advise on suitable cleaning methods. If maximum recoat/topcoat time Is exceeded, then roughen surface.

Curing time for OFT up to 6.0 mils (150 µm)
Substrate temperature Dry to touch Dry to handle Service- water Immersion
20°F(-7"C) 8 hours 22 hours 14days
32°F(0°C) 5 hours 10 hours 10 days
so°F(10°q 3 hours 7 hours ?days
10°F(21·ci 1.5 hours 3 hours 5days
90°F(32°C) 45mlnutes 1.5 hours 3days
Pot life (at application viscosity)
Mixed product temperature Pot life
so°F(10°CJ 90 minutes
10°F(21·c1 60 minutes
90°F(32°C) 40 minutes

SAFETY PRECAUTIONS
• For paint and recommended thinners see INFORMATION SHEETS 1430, 1431 and relevant Material Safety Data Sheets • This is a solvent-borne paint and care should be taken to avoid inhalation of spray mist or vapor, as well as contact between the wet paint and exposed skin or eyes
Ref. P056 Page 5/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
248
PRODUCT DATA SHEET May 2, 2018 (Revision of October 25, 2017) AMERCOAT® 240 LT

WORLDWIDE AVAILABILITY
It is always the aim of PPG Protective and Marine Coatings to supply the same product on a worldwide basis. However, slight modification of the product is sometimes necessary to comply with local or national rules/circumstances. Under these circumstances an alternative product data sheet is used.

REFERENCES
• CONVERSION TABLES
• EXPLANATION TO PRODUCT DATA SHEETS
• SAFETY INDICATIONS
• SAFETY IN CONFINED SPACES AND HEALTH SAFETY, EXPLOSION HAZARD -

TOXIC HAZARD

WARRANTY

INFORMATION SHEET

INFORMATION SHEET
1410
1411
1430
1431
PPO rrant.a (I} Its title to the product, (H) that the quallty or the product conform• to PPG'• spec:Jtlcatlons for aoch p,odUct In •fl.ct at the tJme of manufacture and (Ut} that the product ahall be delivered free or the rlghlluld.llmofanyU.lrdper10nforlnhlngementolanyU.S.patentcovo,tnvt11eproduc1. THESEARETHEONLYWARRANTIESTHATPPGMAKESAHDALLOTHEREXPRESSORIMPUEDWARRAHTlES,UNDER STATUTE OR ARISING OTHERWISE IN LAW, FROM A COURSE OI' DeAUNG OR USAGE Of'TRADE, INOWOING wm!OUTUMITATION, ANY OTWERWARRAHTYOF FITNESS FOIi A PARTiCULAR PURPOSE OR USE, ARI! DISCLAIMED BY PPG. Any claim und•r thl ■ warranty mu.t be made b, Buy.r to PPG In wrttlng within flv. (5) days of Bvye,"a dlacovery of the claimed defect. but In no event later than the expiration of the 1ppttcac,le enon NT• or Ule PfO,Cluct. or one Yo• trom tne date or the d.Ovory o, the product to tne Buyer. wtttcn.v1rla .. ,110,. Buv-,' ■ failure to noUfY PPG.of eucn ~onrormance ■ rOQulreel nocoin anall bar Buyer from recove,y under thla wanant,i.

LIMITATIONS OF LIABILITY
INNOEVENTWllLPPGBEUABU;UNDERANYTHEORYOFRECOV!RY(WHm<ERIIASEDONNEGllGENct,Ol'ANYKIND,STRICTUABIUTYORTORT)FORA>IYINDIRE<:T,SPECIAl.,INCIDENTAl..OR CONSEQUENTIAL DAMAGES IN ANY WAY RELATED TO, ARISING FROM, OR RESUL 11NG FROM ANY USE MADE o,THE PRODUCT. Tbe lnfonnatlon ln thla sheet 191ntanded ror guidance on.ly and,. based upon laboro1tory lNta that PPG bellev.s to be r•D•*· PPG may modify lM lnformatlon contatrMKt herokl It any ttm. Ha rotutt of prldJcat eiq,ertonc. and contlnuou• product dewtopment. AU rec:ommendatlonl °' auoo-tlon• ,.laUn,g to UM u.e of the PPO prodt.lQ, whelhiff tn teehnlcal documentation, °' In rnf)OnM to• 1pecHIG fnqulry, or othetwt-. we based on data. which to the bHt of PPG'• knc:M1edgo, ta ,.Hable. Tho pN)Cluct and related Information la dn~ned '°' uNrs havln,g the requtslte knowledge and Industrial •kUIA In the Industry and It la the ond--uu,.• ,n.ponslblllty to dotenntn• the suJ:tablllty or tho product ro, Its own particular UM and .. ahaU be dNmod thlt Bu,et ha done so. •• h• 90fe dlkretlon end nak. PPG hU no contn,I over elthe, tho qwiltty Of condition of 1M aubsttato, o, tho many taetors affecting tho UH and 1ppllcailon of the producL The .. afo,e, PPG doe• not accept any tlablllty artalng from any tou, tnJury o .. damage resulting from such UH or the COl'ltente of thfl. lnformatiort (unleu there are written ag .. eamema stating otfKlrwlH). Variations in the appl:icaUon envftonment, changH In procedures of utie, or extrapolation of data may cau .. unHlllfactory ,.aults. ThM ahoet aup,erudH all p,.-vk,ua voralons and It is the Buyer•• ,·Hpom,lblll\y to ffltlW'e that thl• ffflonnatton hi curqn\ prlor1o u.alng the product. Cumtfft Moe ti for en PPC3 Prvtecttv•a MMM Coattna• Produeff .. maintain.ct .-t www.ppgpmc.com. Tho Englhlh text of thl• ~ t,hJ.11 pr.-vall Q\l'er any tran latJon ther.ot.

Packaging: Available In 1-gallon and 5-gallon kits ~
Product code Description
AT240LT-1 Buff Base
AT240LT-2 Light Gray Base
AT240LT-20 F/S 23270 Haze Gray
AT240LT-35 Off-White Base
AT240LT-72 Oxide Red Base
AT240LT-9 Black Base
AT240LT-B Hardener ~
1he PPG IOOO, and au other PPG rnarlta an property of tM PPG group of companlM. AJJ othetf" thlrd•part)' mark a ara property of tMII" rup,octh,e awnerL Ref. P056 Page6/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
249
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT® 450 H

DESCRIPTION
Gloss aliphatic polyurethane topcoat (450 Series)

PRINCIPAL CHARACTERISTICS
• High gloss topcoat with unlimited recoatabllity
• Outstanding weather resistance with excellent color and gloss retention • voe compliant
• Tough, flexible and abrasion resistant
• Cures through a wide temperature range

COLOR AND GLOSS LEVEL
• Standard Color Offering, Safety Colors, Custom Colors • Gloss
BASIC DATA AT 68°F (20°C)
Data for mixed product
Number of components Two
Mass density 1.1 -1.5 g/cm', (8.8 - 12.1 lb/US gal), depending on color Volume solids 67±2%
voe (Supplied) EPA Method 24: 26 lb/US gal (311.5 g/I)
Temperature resistance (Continuous) To 2oo•F (93°C)
Temperature resistance (Intermittent) To 250°F (121"C)
Recommended dry film thickness 20 - 3.0 mils (50 - 75 µm) depending on system Theoretical spreading rate 537 ftl/US gal for 2.0 mils (13.4 m2/I for 50 µm) Shelf life Base: at least 36 months when stored cool and dry Hardener: at least 24 months when stored cool and dry
Notes:
- See ADDITIONAL DATA - Overcoating intervals
- See ADDITIONAL DATA - Curing time
- Color will drift at elevated temperatures
- Intermittent temperature resistance should be less than 5% of the time, and maximum 24 hours - Product Is acceptable at higher film builds and may be applied up to 5 mils (127 µm) dry film thickness using multiple wet passes. A flash off time may be required In some circumstances
Ref. P069 Page 1/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
250
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT® 450 H

RECOMMENDED SUBSTRATE CONDITIONS AND TEMPERATURES
• Coating performance ls proportional to the degree of surface preparation. Refer to the application instructions for specifc primers and intermediate coats for application and curing procedures. Ensure epoxies are free from amine blush prior to overcoating. All previous coats must dry and free of contaminants. Adhere to all minimum and maximum topcoat times for specific primers and intermediate coats. Aged epoxy coatings require abrading prior to applying the product. A test patch over unknown coatings is recommended.

Substrate tem erature and a llcatlon conditions
• Surface temperature during application should be between 20°F (-?°C) and 120°F (49°C) • Surface temperature during application should be at least 5°F (3°C) above dew point • Ambient temperature during application and curing should be between 20°F (-?°C) and 120°F (49°C) • Relative humidity during application and curing should not exceed 85%

SYSTEM SPECIFICATION
• Primers: AMERCOAT 68HS, AMERCOAT 68MCZ, AMERCOAT 370, AMERCOAT 385, AMERCOAT 399, AMERLOCK 2/400, PITTGUARD Epoxies
Mixing ratio by volume: base to hardener B0:20 (4:1)
• Pre-mix base component with a pneumatic air mixer at moderate speeds to homogenize the container. Add hardener to base and agitate with a power mixer for 1-2 minutes until completely dispersed eot..lif§
4 hours at 70°F (21°C)
Note: See ADDITIONAL DATA- Pot life
Application
• Area should be sheltered from airborne particulates and pollutants • Ensure good ventilation during application and curing • Provide shelter to prevent wind from affecting spray patterns Material temperature
Material temperature during application should be between 40°F (4°C) and 90°F (32°C) Ref. P069 Page 2/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
251
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT® 450 H
Air spray
• A moisture and oil trap in the main line is essential. Product is sensitive to moisture contamination • Use standard conventional equipment
Recommended thinner
THINNER 21-06 (AMERCOAT 65) (xylene)), THINNER 21-25 (AMERCOAT 101) (recommended tor> 90°F (32°C)), THINNER 50-48 (AM ERCOAT 923)
Volume of thinner
0-20%
Nozzle orifice
Approx. 0.070 in (1.8 mm)
Airless spray
• 28:1 pump or larger
• Can be applied with plural component equipment
Recommended thinner
THINNER 50-48 (AMERCOAT 923), THINNER 21-06 (AMERCOAT 65) (xylene)), THINNER 21-25 (AMERCOAT 101) (recommended tor> 90 °F (32°C)), THINNER 60-12 (AMERCOAT 911) Nozzle orifice

0.013 - 0.015 in (approx. 0.33 - 0.38 mm)
Brush/roller
• Use a high quality natural bristle brush and/or solvent resistant, 1/4" or 3/8" nap roller. Ensure brush/roller is well loaded to avoid air entrainment. Multiple coats may be necessary to achieve adequate film-build • AMERCOAT 851 flow control additive can be used to for enhanced flow and leveling with brush and roll application Recommended thinner
AMERCOAT 65 (Xylene)! AMERCOAT 101 (recommended tor >90"F (32"C)), AM ER COAT 923 Cleaning solvent
Amercoat 12 Cleaner (Thinner 90-58)
ADDmONAL DATA
Overcoating interval for DFT up to 2.0 mils (51 µm )
Overcoating with ... Interval 32"F(0°C) so°Fc1o•c, 1o•F121•c, 90°F (32°C) Itself Minimum 24hours 12 hours 4 hours 2 hours
Maxlmum Unlimited Unlimited Unlimited Unlimited - -
Ref. P069 Page3/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
252
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT®450 H
Overcoating interval with PPG 866M (Amercoat 866M) accelerator at 2.0 mils (51 microns) Overcoating with ... Interval 20°F(-7"C) 32°F(o0 c) so°F(10°c) 70°F(21°C) 90°F(32°c> Itself Minimum 32hours 16 hours 4hours 1.5 hours 1 hour Maximum Unllm!ted Unllmited Unlimited Unlimited Unlimited Full cure times at 2 mils dft
Substrate temperature Full cure
40°F(4°C) 21 days
so°F(10°CJ 14days
70°F(21°C) 7days
90°F(32°C) 4days
Note: Full cure indicates substantial cure for most service conditions. Coating will continue to increase in mechanical and chemical resistance after these times.

Curing time for OFT up to 2.0 mils (51 µm )
Substrate temperature Dry to touch Dry to handle
32°F(0°C) 4hours 3days
50°F(10°C) 90minutes 24 hours
70°F(21°C) 45 minutes 8 hours
90°F(32°C) 20 minutes 4 hours
- -- --
Curing time with PPG 866M (A mere oat 866M) accelerator at 2.0 mils Substrate temperature Ory to touch Ory to handle
20"F(-7°C) 8 hours 3days
32•Fco·c1 4 hours 36 hours
50°F(l0°C) 75 minutes 8 hours
70°F(21°C) 25mlnutes 2.5 hours
90"F(32°C) 10mlnutes 105 minutes ~ -~ --
Note: Note that pot life will be significantly reduced when using 866M accelerator Ref. P069 Page4/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
253
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT® 450 H
Pot life (at application viscosity)
Mixed product temperature Potllfe
so°F(10°CJ 6 hours
?0°F(21·cJ 4 hours
90°F(32°C) 2 hours
- - --
Note: The pot life will be reduced by approximately half when using 866M accelerator Product Quallflcatlons
• Compliant with USDA Incidental Food Contact Requirements • SSPC Paint 36 Level 3 Performance

SAFETY PRECAUTIONS
• For paint and recommended thinners see INFORMATION SHEETS 1430, 1431 and relevant Material Safety Data Sheets • This Is a solvent-borne paint and care should be taken to avoid Inhalation of spray mist or vapor, as well as contact between the wet paint and exposed skin or eyes

REFERENCES
• CONVERSION TABLES
• EXPLANATION TO PRODUCT DATA SHEETS
• SAFETY INDICATIONS
• SAFETY IN CONFINED SPACES AND HEALTH SAFETY, EXPLOSION HAZARD -

TOXIC HAZARD

WARRANTY

INFORMATION SHEET

INFORMATION SHEET
1410
1411
1430
1431
PPG warrant. (t) tta tftM to the product, flJ) that the quality of the product conrorm ■ to PPG'• t,pK1tlcallon• for auch product In effect al the time of manufacture and (Hf) that the product ahaU be CMIIY«ed frN or the ,lghtlul claim ol an, lhlNI pel'900 lo, lnlrinQ..-nt ol ar,y U.S. -•t covorlnq the product. THESE ARE THE ONLY WARRANTIES TIIAT PPG MAKES ANO AU. DTHER EXPRESS OR IMPUED WARRANTIES. UNOER STATUTE OR ARISING OTHERWISE IN LAW, FROM A COURSE Of OEAUNG OR USAGE Of TIIADI!, INCLUOING WITHOUT LIMITATION, ANY OTIIER WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE OR USE, ARE DISCLAIMED BY PPO. AnY ct.llm under thl• wammty mu1t be mac10 b)' Buyer to PPG In writing, within rtvo (6} dap ot Buyer'• dlKOVery or 1.no c.lalmod o.tect. Dut In no ...,.n, 181:or tnlin the oxplnruon Of the appRcab$e •hell' ltfe cf the product, or one year lrom the date of the deNvery ot the product to the Buyer I whk:hever la ear11 r. Buyer"■ tellun11 to notify PPG ot auch non--conformanc■ aa required herein hall bar Buyer from recovery uncM.r this warranty.

Ref. P069 Page 5/6
DRAFT
&YJTUJOH$PBUJOH
'03*/'03."5*0/0/-:
254
PRODUCT DATA SHEET May 2, 2018 (Revision of October 20, 2017) AMERCOAT® 450 H

LIMITATIONS OF LIABILITY
(N NO EVEHTWJll. PPG BE UABlE UNDERANYTHEORYO"FRECOVERY(WHE'nff:R BASED ON NEGLIGENCE OF ANY KIND,STR~UABILITY DRTORT} FOR.ANYlNDrR£CT, SPECIAL, INCIDENTAL. OR CONSEQUENTIAL DAMAOESIN ANY WAY RELATEDTO,ARISING FROM, OR RESULTING FROM ANY USE MADE Of THE PRODUCT. The lnlormotlon In thluhfftlo lnte-fo,guldance only and lo baHd upon Jabonrtory tats that PPG bellaivn to be rel lab.lo, flPG may modtfy 1ho Jnformatlon oo.nlalMd herein at.,,. time u ■ mutt ot prac:tieaf expertooe. •nd cor,tlnuOU11 product developmont. AU rec:ommenda1I0f1:I or e&aiggestlon• relating to the uu Of th• PPG p,oc:luc:t. WMIM:f' m t.chrucal documentation, ot in tuponN to a ~ -fie Inquiry, ot otl\efWIN, we baMCI on data. which to lM but or PPG'• knowledg•. Is Nllable. n,,.

PfOCluCl and related Information I• do•)gnod tor u..,. havtno tho roqufstte knowtedir,. a:nd lndust.rtal •klll• In the lnduatry and h. ls lM end--u..,.• reaponslblMty to detom,,tne lM aultabmr, of the product fo, tta o.m p.artlcularu-seand itsh.111 bedNmed that Bure.rha.done ~. as 11• aoledlacntllan illnd tlsk. P1'G haa no control ovar111ther tha quality DfCondltionaflheAUbstrat ■, or-the n\an)" factors atfactlng ttwuse and appHcatlOn or U• PfOducL Thilrafon,, PPG does not a<:cept any llabUlty aria.Ing from any Ion. lnJury or damag11 roaulU1"9 from uch l.nill or-the cont..rtti ot lhla lnfmmatlotl (u.ffleaa ther• a ... written agfftimanta 9Utfng otherw'-ci). V•r1-.tlon• In thtl applk:ldJo.n envlimnment. e:hlul9tl• In proeedurea of UN, Of ext1'11pol.ti1:lc,n of dat• may c:aUN unaatlt.faetory nt.ulb.. n,19 9Mlot: 9U~ all prevfous YCN'Slonw ar.t ft._ tho Boyar'• r..panalblllty to entunt that thl• Information f• cunwnt prior to lnv the product. Current. :thfft.111 for au PPG Protective a MiJrlne C:aat&,g1 Pn:xluct.s _. lntalned t -.ppgpmc::.eam. The Englblh btxt af this ahMl ahall prevaU o\lor any tran .. atlon the roof.

Packaging: Available In 1-gallon and 5-gallon kits ~ -- Product code Description AT45H23 Pearl Gray Base
AT45H3 White Base
AT45H9 Black Base
AT45HTI Deep Tint Base •
AT45HT2 Light Tint Base •
AT45HT3 Neutral Tint Base •
AT45HT4 Red Tint Base •
AT45HT5 High Hiding Yellow Tint Base•
AT45H71 Safety Red Base
AT45H81 Safety Yellow Base
AT45H-B Hardener
Note: • Tintable using UCD V-Une colorants only
The PPG IOOO, and au other PPG mal'Q ar■ property of the PPG group or companlff. All other thln:l•party marks are, proJMrlY of t:noW' rupoctive owners.

Ref. P069 Page6/6
DRAFT
APPENDIX “I”

SCRRA ENCROACHMENT PERMIT APPLICATION
City Project No. 23802
255
DRAFT

APPLICATION FOR RIGHT-OF-WAY ENCHROACHMENT
0DLO 7R
6RXWKHUQ &DOLIRUQLD 5HJLRQDO 5DLO $XWKRULW\
52:(QFURDFKPHQWV&RRUGLQDWRU
0HOERXUQH$YH
3RPRQD&DOLIRUQLD

5LJKWRI(QWU\#VFUUDQHW Page 1 of 6
$SSOLFDWLRQ'DWH
6&55$ )LOH 1XPEHU

6&55$ 3URMHFW1XPEHU

SECTION 1: PROJECT OWNER INFORMATION TO BE COMPLETED BY APPLICANT Project Owner/Legal Company Identification (required)
2ZQHU

V &RPSOHWH /HJDO
&RPSDQ\ 1DPH

/HJDO $GGUHVV

&LW\
6WDWH
=LS

%XVLQHVV7\SH
&RUSRUDWLRQ /LPLWHG /LDELOLW\ &RPSDQ\
0XQLFLSDOLW\ /LPLWHG /LDELOLW\ 3DUWQHUVKLS
3DUWQHUVKLS
-RLQW9HQWXUH
6WDWH RI ,QFRUSRUDWLRQ
2WKHU%XVLQHVV7\SH'HVFULEH

Billing Address
3D\PHQW7\SH
0DLO D&KHFN$&+3D\PHQW
(Check box if same as above); if not, please complete below. %LOOLQJ$GGUHVV

%LOOLQJ$GGUHVV

&LW\
6WDWH
=LS

Project Owner Contact Information
&RQWDFW 1DPH
&RQWDFW 7LWOH

2IILFH3KRQH
([W
0RELOH3KRQH

(PDLO
(PHUJHQF\3KRQH

SECTION 2: PROJECT CONTACT INFORMATION
Check here if address is the same as legal address above.

If not the same as above, check here if agreement should be mailed to this address.

TO BE COMPLETED BY APPLICANT
Project Engineer/Consultant/Agent Information
(QJLQHHU&RQVXOWDQW
$JHQW &RPSDQ\ 1DPH

&RQWDFW 1DPH

0DLOLQJ$GGUHVV

&LW\
6WDWH
=LS

2IILFH3KRQH
0RELOH3KRQH

(PDLO

City of San Clemente (the City)
910 Calle Negocio
San Clemente CA 92673
✔
256
METRDLINI<
□
□
□
□
□
□
□
DRAFT
Application for Right-of-Way Encroachment
May 20, 2022 Page 2 of 6
SECTION 3: PROJECT INFORMATION/LOCATION TO BE COMPLETED BY APPLICANT Project Reference
,V WKH FXUUHQW ZRUN FRQQHFWHG WR DQ H[LVWLQJ DJUHHPHQW OLFHQVH RU HDVHPHQW EHWZHHQ 6&55$D0HPEHU $JHQF\ RUDSULRU 5DLOURDG <HV 3URYLGH$JUHHPHQWRU 7LWOH DQG 'DWH

1R
,V WKLV SURMHFW UHODWHG WR DQRWKHU SURMHFW RU DFWLYLW\ LQYROYLQJ 6&55$ RU WR ZKLFK 6&55$ LVDSDUW\" <HV 'HVFULEH

1R
3URYLGHXWLOLW\ RZQHU SURMHFW UHIHUHQFH QXPEHU

Project Scope
&KHFN ER[ WR LQGLFDWH W\SH RI HQWU\ UHTXHVW

General Access:
%ULGJH,QVSHFWLRQ
LIFKHFNHG PXVW LQFOXGH '27%ULGJH1XPEHUV

)LHOG 5HYLHZ RI 3URSRVHG ,PSURYHPHQWV
8WLOLW\ /RFDWLRQ
0RQLWRULQJ
9LEUDWLRQ6WUXFWXUDOHWF

&RQVWUXFWLRQ -RE :DON
6XUYH\LQJ
)LOP6KRRWLQJ
Fiber Optic, Petroleum or Gas Pipeline Access or Investigation: Environmental Investigation:
$QQXDO0DLQWHQDQFH3HUPLW *URXQGZDWHU6DPSOLQJ
5HORFDWLRQ RI ([LVWLQJ 8WLOLW\ 6HGLPHQW6DPSOLQJ
3URWHFWLRQ RI ([LVWLQJ8WLOLW\ 6RLO6DPSOLQJ
3RWKROLQJ RI ([LVWLQJ8WLOLWLHV 5HPHGLDWLRQ
2WKHU 0RQLWRULQJ:HOOV
If state or Federal Site, provide Site #:

Construction of New Pipeline or Underground Conduit (See Section 4) &RQVWUXFW 6WRUP 'UDLQ RU 6DQLWDU\ 6HZHU
&RQVWUXFW 3HWUROHXP RU *DV 3LSHOLQH
&RQVWUXFW 1HZ )LEHU 2SWLF )DFLOLWLHV
&RQVWUXFW 1HZ 8QGHUJRXQG 3RZHU /LQH
&RQVWUXFW 8QGHUJURXQG &DEOH QRW 2WKHUZLVH 'HVFULEHG $ERYH 2WKHU 3LSHOLQH RU 8QGHUJURXQG &RQGXLW
Railroad Operations:
+RZ FORVH ZLOO WKH SURSRVHG DFWLYLW\ EH WR WKH QHDUHVW UDLOURDG WUDFN

:LOO WKH SURSRVHG DFWLYLW\ UHTXLUH FURVVLQJ UDLOURDG WUDFN V

<HV 'HVFULEH

1R
Beach Trail License Agreement, dated Feb 7, 2003
No. The Proposed activity is parallel to the railroad track. There is a fence between the railroad track and Pedestrian Bridges.
257
@
0 0
0 □
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
□
0 ®
METR LINI<
□
□
□
□
□
DRAFT
Application for Right-of-Way Encroachment
May 20, 2022 Page 3 of 6
SECTION 3: PROJECT INFORMATION/LOCATION TO BE COMPLETED BY APPLICANT Project Description
'HVFULSWLRQ6FRSH (Include: purpose, scope of work, materials, equipment, geographic features, special conditions)
Project Location
&LW\
&RXQW\
6WDWH

6WUHHW$GGUHVV
LIDSSOLFDEOH

Subdivison: Mile Post:

The work to be performed, consists, in general, of clearing and grubbing as necessary to complete the work, and removing the existing bridge coating, sandblasting, surface preparation, and painting of the Montalvo and Riviera Pedestrian Bridges. In addition to the cleaning and painting the bridge, the work shall include, but not limited to removal and replacement of ancillary items such as wood decking and cable railing, etc. as needed, to facilitate proper cleaning, preparation, and painting of all steel bridge elements.

Montalvo and Riviera Pedestrian Bridges located at 200-ft west of the intersection of Avenida Montalvo and Avenida Lobeiro, and is close proximity and parallel to OCTA Metrolink railroad bridge.

Montalvo Pedestrian Bridges: Serial number is 052313P
Riviera Pedestrian Bridges: Serial number is 052313Q
San Clemente Orange CA
City of San Clemente Beach Trail-200 ft west of the intersection of Avenida Montalvo & Avenida Lobeiro METRDLINI< 258
DRAFT
Application for Right-of-Way Encroachment
May 20, 2022 Page 4 of 6
SECTION 4: UNDERGROUND STRUCTURE INFORMATION TO BE COMPLETED BY APPLICANT Carrier Pipe: New Construction Reconstruction
Non-Flammable Substance: (See SCRRA Standard ES 5001)
Flammable Substance: (See SCRRA Standard ES 5002)
Nearest Cross Streets:

Angle of Crossing with Track:

Pipe Slope or Gradient:

Carrier Pipe Casing Pipe
Content to be Handled
Nominal Diameter
Pipe Material
Specifications and Grade
Wall Thickness
Operating Pressure/Maximum Pressure
Minimum Yield Strength
Type Joints
Coating Material
Length of Casing
Longitudinal Distance from Centerline of Track
Distance from Centerline of Track
Base of Rail to Top of Casing
Roadway Ditches
Vents: Depth:

Method of Installation: Dry Bore Directional Bore
200 ft west of the intersection of Avenida Montalvo and Avenida Lobeiro N/A
N/A

N/A N/A
N/A

N/A N/A

N/A N/A
N/A
N/A
259
□ □
□
□
L i [
L L
L ![
L I [
I I I
L !L
L JL
I
I I I
L L
L , [
L
□ □
DRAFT
Application for Right-of-Way Encroachment
May 20, 2022 Page 5 of 5
SECTION 5: OVERHEAD STRUCTURE INFORMATION TO BE COMPLETED BY APPLICANT New Construction Reconstruction Communication Line Crossing Power Line Crossing Existing Facility
Communication Line Supply (Electrical) Line
Height Above Top of Rail in (ft): Supply Communication
General
Angle of Crossing with Tracks: Length of Span (ft) Height Above Top of Rail (ft, No Wind, 60 deg) Poles
Use Existing Pole(s)
Replace Pole(s)
Install New Pole(s)
Pole No. or
Reference
Depth
(below surface)
Circumference
(top of pole) Length of Pole Within Rightof-Way
Distance to edge
of Right-of-Way
Cable
Type Number Size
Voltage Phase Frequency
Fiber Optic Cable (type) Number
Type, Size, and Spacing of Insulator Supports
Distance to Shut-off Valve on Each Side of R/W
Types of Seals at Ends of Crossings
Cathodic Protection (Type)
Casing Filler
Longitudinal Pipeline: Distance from Centerline of Outside Track Depth of Bury to Top of Pipe
SECTION 4: UNDERGROUND STRUCTURE INFORMATION TO BE COMPLETED BY APPLICANT N/A
N/A
N/A
N/A
N/A
N/A
N/A

N/A N/A N/A
N/A
N/A N/A N/A N/A {Select} N/A
N/A N/A N/A N/A N/A {Select}
N/A N/A N/A N/A N/A {Select}
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Clear All
Clear Section 3, 4, 5
260
□
□
□
□
□
□
METRDLINI<
□ □
□
DRAFT
APPENDIX “J”

SCRRA TEMPORARY RIGHT-OF-ENTRY AGREEMENT
City Project No. 23802
261
DRAFT
6&55$)25012 3DJHRI

TEMPORARY RIGHT-OF-ENTRY AGREEMENT
SCRRA FORM NO. 6
6&55$)LOH1R
6&55$3URMHFW7DVN1R
6XEGLYLVLRQ
0LOH3RVW
7KLV 7HPSRUDU\ 5LJKWRI(QWU\ $JUHHPHQW
³$JUHHPHQW´
LV EHWZHHQ WKH 6RXWKHUQ &DOLIRUQLD 5HJLRQDO 5DLO $XWKRULW\
KHUHLQDIWHUUHIHUUHGWRDV³6&55$´
DQG

KHUHLQDIWHUUHIHUUHGWRDV&RQWUDFWRU
7KLV$JUHHPHQWLVIRUHQWU\XSRQRYHUDQGXQGHU6&55$DQG0HPEHU $JHQF\5LJKWRI:D\
³5LJKWRI:D\´
DWRUQHDU
LQWKH&LW\RI RULQWKH8QLQFRUSRUDWHG&RXQW\RI

DVVXFKORFDWLRQLVPRUHVSHFLILFDOO\LGHQWLILHGDERYH
IRUWKHSXUSRVHRI

DV VKRZQ RQ DWWDFKHG

GUDZLQJV

Definitions
$ &RQWUDFWRU LV DQ LQGLYLGXDO ILUP SDUWQHUVKLS RU FRUSRUDWLRQ RU FRPELQDWLRQ WKHUHRI SULYDWH PXQLFLSDO RU SXEOLF LQFOXGLQJ MRLQW YHQWXUHV ZKLFK DUH UHIHUUHG WR WKURXJKRXW WKLV GRFXPHQW E\ VLQJXODUQXPEHUDQGPDVFXOLQHJHQGHU)RUSXUSRVHVRIWKLVDJUHHPHQW&RQWUDFWRUDOVRLQFOXGHV DQ\VXEFRQWUDFWRUVXSSOLHUDJHQWRURWKHULQGLYLGXDOHQWHULQJWKH5LJKWRI:D\ GXULQJSHUIRUPDQFH RIZRUN
% ,QGHPQLWHHV DUH6&55$0HPEHU$JHQFLHV DQG2SHUDWLQJ5DLOURDG DQGWKHLU UHVSHFWLYH RIILFHUV FRPPLVVLRQHUVHPSOR\HHVDJHQWVVXFFHVVRUVDQGDVVLJQV & 2SHUDWLQJ 5DLOURDG LVDUH DQ\ VSHFLILF SDVVHQJHU RU IUHLJKWUHODWHG UDLOURDG FRPSDQ\ V
YDOLGO\
RSHUDWLQJRQ6&55$DQG0HPEHU$JHQF\WUDFN
V
2SHUDWLQJ5DLOURDGVDUHDQ\FRPELQDWLRQ
V
RI
WKH 6&55$
0(752/,1.
WKH 1DWLRQDO 5DLOURDG 3DVVHQJHU &RUSRUDWLRQ
$075$.
WKH 8QLRQ
3DFLILF5DLOURDG&RPSDQ\
8355
DQGWKH%16)5DLOZD\&RPSDQ\
' 5LJKWRI:D\ LVGHILQHGKHUHLQWRPHDQWKHUHDODQGRUSHUVRQDOSURSHUW\RI6&55$DQGRU0HPEHU $JHQFLHV
( 6&55$LVDILYHFRXQW\MRLQWSRZHUVDXWKRULW\FUHDWHGSXUVXDQWWR6WDWHRI&DOLIRUQLD3XEOLF8WLOLWLHV &RGH6HFWLRQDQG&DOLIRUQLD*RYHUQPHQW&RGH6HFWLRQHWVHTWREXLOGDQGRSHUDWH WKH ³0HWUROLQN´ FRPPXWHUWUDLQ V\VWHP LQWKHILYHFRXQW\ DUHD RQ UDLO ULJKWVRIZD\V RZQHG E\WKH 0HPEHU $JHQFLHV 7KH ILYHFRXQW\ 0HPEHU $JHQFLHV
³0HPEHU $JHQF\´
DUH FRPSULVHG RI WKH

IROORZLQJ
/RV $QJHOHV &RXQW\ 0HWURSROLWDQ 7UDQVSRUWDWLRQ $XWKRULW\ 07$
9HQWXUD &RXQW\
7UDQVSRUWDWLRQ &RPPLVVLRQ
9&7&
2UDQJH &RXQW\ 7UDQVSRUWDWLRQ $XWKRULW\
2&7$
6DQ
%HUQDUGLQR &RXQW\ 7UDQVSRUWDWLRQ $XWKRULW\
6%&7$
DQG 5LYHUVLGH &RXQW\ 7UDQVSRUWDWLRQ
&RPPLVVLRQ
5&7&

) 6&55$ 5RDGZD\ :RUNHU ,Q&KDUJH
5:,&
LV D 6RXWKHUQ &DOLIRUQLD 5HJLRQDO 5DLO $XWKRULW\ HPSOR\HH RU FRQWUDFWRU
6&55$ *HQHUDO &RGH RI 2SHUDWLQJ 5XOHV DQG 7HUULWRU\ 4XDOLILHG

SURYLGLQJ ZDUQLQJ WR 3XEOLF $JHQF\ RU &RQWUDFWRU SHUVRQQHO RI DSSURDFKLQJ WUDLQV RU RQ WUDFN 262
METRO LIN I<
DRAFT
6&55$)25012 3DJHRI
HTXLSPHQWDQGZKRKDVWKHDXWKRULW\WRKDOWZRUNDQGWRUHPRYHSHUVRQQHOIURPWKH5LJKWRI:D\ WRDVVXUHVDIHZRUN
* 6&55$6DIHW\7UDLQHU LV DTXDOLILHG6&55$ HPSOR\HHRU FRQWUDFWHGHPSOR\HH 6&55$*HQHUDO
&RGHRI2SHUDWLQJ5XOHVTXDOLILHG
DVDXWKRUL]HGE\WKH6&55$ &KLHI2SHUDWLQJ2IILFHU WRSURYLGH &RQWUDFWRUWUDLQLQJ
References
:KHQ ZRUNLQJ RQ WKH 5LJKWRI:D\ WKH &RQWUDFWRU PXVW FRPSO\ ZLWK WKH UXOHV DQG UHJXODWLRQV FRQWDLQHGLQWKHFXUUHQWHGLWLRQVRIWKHIROORZLQJGRFXPHQWVZKLFKDUHUHIHUHQFHVLQFRUSRUDWHGLQWKLV GRFXPHQW DV LI WKH\ ZHUH VHW RXW LQ IXOO LQ WKLV SDUDJUDSK 7KH &RQWUDFWRU E\ LWV VLJQDWXUH RQ WKLV $JUHHPHQW DFNQRZOHGJHV UHFHLSW RI WKHVH GRFXPHQWV DQG DJUHHV WR DELGH E\ VDLG UXOHV DQG UHJXODWLRQVDWDOOWLPHVZKHQRQWKH5LJKWRI:D\7KHGRFXPHQWVDUHDYDLODEOHRQ6&55$¶VZHEVLWH DWZZZPHWUROLQNWUDLQVFRP
$ERXW(QJLQHHULQJDQG&RQVWUXFWLRQ

$ 5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$ 3URSHUW\6&55$)RUP1R % *HQHUDO 6DIHW\ 5HJXODWLRQV IRU 7KLUG 3DUW\ &RQVWUXFWLRQ DQG 8WLOLW\ :RUNHUV RQ 6&55$ 3URSHUW\
& 6&55$6235RDGZD\:RUNHU3URWHFWLRQ3URJUDP 5:33

'
5:360
5RDGZD\:RUNHU3URWHFWLRQ6DIHW\0DQXDO
(
27605:
2Q7UDFN6DIHW\0DQXDOIRU5RDGZD\:RUNHUV
) 6&55$5LVN$QDO\VLV)RUP66
Entry onto Right-of-Way
$V SDUW RI WKH )RUP DSSOLFDWLRQ DQG WKURXJKRXW WKH DSSURYHG GXUDWLRQ RI WKLV $JUHHPHQW WKH FRQWUDFWRU PXVW VXEPLW IRU DSSURYDO DQG PDLQWDLQ D 6LWH $FFHVV &RQWURO 3ODQ PDNLQJ UHYLVLRQV DV QHFHVVDU\ZKHQZRUNORFDWLRQVFKDQJHGHILQLQJ

$ $SSURYHG DQG FRQWUROOHG DFFHVV SRLQWV RQWR WKH UDLOURDG 5LJKWRI:D\ IRU SXUSRVHV RI FRQVWUXFWLRQDFWLYLWLHVDQGWKHDSSURYHGDFFHVVURXWHVZLWKLQ WKHULJKWRIZD\ % 7KH FRQWURO PHWKRGV LQ SODFH DW WKHVH DFFHVV SRLQWV WR HQVXUH PDWHULDO DQG HTXLSPHQW GHOLYHULHV DUH UHFRUGHG XSRQ HQWU\ DQG H[LW DQG YHKLFOHV DUH VDIHO\ PDQDJHG WKURXJK VLWH WR ZRUNORFDWLRQV
& $Q\ WHPSRUDU\ FRQVWUXFWLRQ FURVVLQJV DV DJUHHG LQ DGYDQFH ZLWK 6&55$ DQG LQ FRPSOLDQFH ZLWK6&55$6WDQGDUG(6
7KH FRQWUDFWRU VKDOO DGGLWLRQDOO\ VXEPLW DQGPDLQWDLQ D KLHUDUFK\WDEOHIRUWKH VHQLRU VXSHUYLVLRQ DQG NH\ VWDII RQ VLWH ZKR DUH UHVSRQVLEOH IRU WKH FRQWURO RI VLWH VDIHW\ DQG RSHUDWLRQV VWDWLQJ QDPHV SRVLWLRQVDQGHPHUJHQF\FRQWDFWSKRQHQXPEHUV
1R YHUEDO DSSURYDOV ZLOO EH JUDQWHG 7KH &RQWUDFWRU VKDOO QRW HQWHU RQWR WKH 5LJKWRI:D\ XQOHVV &RQWUDFWRUKDVDUUDQJHGIRU6&55$VDIHW\WUDLQLQJ DVZHOODVSURWHFWLYHVHUYLFHV 5:,&DQGRURWKHU
SURWHFWLYH VHUYLFHVWREHGHWHUPLQHGE\6&55$
DQGKDVSDLG DOO FKDUJHVDQGIHHV$IXOO\H[HFXWHG FRS\RIWKLV)RUPPXVWEHLQWKHSRVVHVVLRQRIWKHFRQWUDFWRUDWWKHMREVLWHDQGPXVWEHSURGXFHGE\ &RQWUDFWRUXSRQ UHTXHVWE\6&55$DODZHQIRUFHPHQWRIILFHURU0HPEHU$JHQF\¶V UHSUHVHQWDWLYH,I VDLG $JUHHPHQW LV QRW SURGXFHG 6&55$ KDV WKH ULJKW WR VXVSHQG ZRUN LQ WKH 5LJKWRI:D\ XQWLO &RQWUDFWRUGHPRQVWUDWHVSRVVHVVLRQRI$JUHHPHQWDWWKHMREVLWH 263
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
,QDFFRUGDQFHZLWKDOO6&55$5XOHVDQG 5HJXODWLRQVIRUZRUNXSRQWKH5LJKWRI:D\SULRUWRDQ\ZRUN VKLIWFRPPHQFLQJDOOFRQWUDFWRU¶VDQGVXEFRQWUDFWRUV¶UHSUHVHQWDWLYHVVKDOOILUVWXQGHUWDNH
$ $ VDIHW\ DQG ZRUN EULHILQJ ZLWK WKHLU VXSHUYLVRU WR DGGUHVV WKH WDVNV DQG DSSURSULDWH VDIHW\ SUHFDXWLRQVIRUWKHZRUNWKDWWKH\ZLOOEHSHUIRUPLQJ
% $ UDLOURDG RSHUDWLRQDO VDIHW\ EULHILQJ ZLWK WKH 5:,& DSSRLQWHG WR RYHUVHH WKHLU ZRUNJURXS DW ZKLFKWKH\ZLOOFRPSOHWHD6&55$-RE6DIHW\%ULHILQJ)RUP6&55$5LVN$QDO\VLV)RUP66 DQGVLJQLQXSRQWKH5:,&¶VEULHILQJIURPWRDFNQRZOHGJHWKDWWKH\KDYHUHFHLYHG DQGXQGHUVWRRGWKH UDLOURDG VDIHW\EULHILQJWKH\DUH DZDUH RIWKHLUPHWKRGRISURWHFWLRQIURP UDLOURDGRSHUDWLRQVDQGWKDWWKH\ZLOOFRPSO\ZLWKWKH5:,&¶VLQVWUXFWLRQV $WDQ\WLPHWKDWDZRUNHUOHDYHVWKHZRUNJURXSZLWKZKLFKWKH\KDYHEHHQEULHIHGWRMRLQDQRWKHUZRUN JURXSRUWR OHDYH VLWHWKH\PXVW VLJQRXWZLWKWKH5:,&$WDQ\WLPHWKDWDZRUNHU UHWXUQVWR VLWH RU MRLQV DQRWKHU ZRUN JURXS WKH\ PXVW EULHI ZLWK WKH 5:,& RYHUVHHLQJ WKH QHZ ZRUN JURXS SULRU WR FRPPHQFLQJZRUNRUUHEULHIZLWKWKH5:,&RYHUVHHLQJWKHLURULJLQDOZRUNJURXSLIUHMRLQLQJWKDWJURXS 127(
,7,6,03(5$7,9(7+$7$//&2175$&725¶6$1'68%&2175$&7256¶0$1$*(0(17 5(35(6(17$7,9(6 83+2/' 7+( 5(48,5(0(176 )25 7+( -2% %5,(),1*6 $1' 5,6. $66(660(17(1685,1*7+$7$//:25.(56&203/<)$,/85(72'262:,//5(68/7,1 5()86$/ 72 $&&(66 72 7+( 5,*+72):$< )25 7+$7 :25.(5 $1' 327(17,$//< 5(029$/ 2) 5:3 &(57,),&$7,21 $//2:,1* :25. 8321 7+( 6&55$ ,23(5$7(' 5$,/52$'
%< 6,*1$785( 21 3$*( 2) 7+,6 $*5((0(17 7+( 35,0( &2175$&725¶6 &2175$&7&216758&7,210$1$*(525(48,9$/(17&21),5067+(,581'(567$1',1* 2) 7+,6 5(48,5(0(17 $1' 7+(,5 &200,70(17 72 (1685,1* &203/,$1&( )25 7+(,5 (17,5(:25.)25&(
&2175$&7256$1'68%&2175$&7256¶5(35(6(17$7,9(6

Termination of Agreement
6&55$RU0HPEHU$JHQF\UHVHUYHVWKHULJKWWRWHUPLQDWHRUUHYRNHWKLVWHPSRUDU\$JUHHPHQWDWDQ\ WLPHXSRQWZRKRXUVQRWLFH
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³1R7UHVSDVVLQJ´ ³6SHHG/LPLW´ ³0LOHSRVW´ ³:KLVWOH´ ³6WDWLRQ 6WRS´ DQG ³)LEHU 2SWLFV´ 7KH &RQWUDFWRU DJUHHV WR QRWLI\ 6&55$ LQ ZULWLQJ DQG RUDOO\ ZKHQ XVH RI WKH 5LJKWRI:D\ RU ZRUN LV FRPSOHWHG 7KH &RQWUDFWRU VKDOO DOVR FRPSOHWH DQG UHWXUQWKH &RQILUPDWLRQRI&RPSOHWLRQIRUP8QGHUQRFLUFXPVWDQFHVVKDOOWKHWHPSRUDU\ULJKWRIHQWU\ SURYLGHGIRUXQGHUWKLV$JUHHPHQWEHFRQVWUXHGDVJUDQWLQJWRWKH&RQWUDFWRURU LWV6XEFRQWUDFWRUVDQG DJHQWVDQ\ULJKWWLWOHRULQWHUHVWRIDQ\NLQGRUFKDUDFWHULQRQ RU DERXWDQ\5LJKWRI:D\ $W WKH UHTXHVW RI 6&55$ RU 0HPEHU $JHQF\ &RQWUDFWRU VKDOO UHPRYH IURP WKH 5LJKWRI:D\ DQ\ HPSOR\HHRURWKHULQGLYLGXDOZKRKDVQRWFRPSOHWHGVDIHW\WUDLQLQJRURWKHUZLVHIDLOVWRFRQIRUPWRWKH LQVWUXFWLRQV RI6&55$
V RU0HPEHU$JHQF\
V UHSUHVHQWDWLYH LQ FRQQHFWLRQZLWKZRUN RQWKH5LJKWRI :D\$Q\ ULJKWRI&RQWUDFWRUWRHQWHUXSRQWKH5LJKWRI:D\ VKDOOEHVXVSHQGHGXQWLOVXFK UHTXHVWRI 6&55$RU0HPEHU$JHQF\LVPHW&RQWUDFWRUVKDOOGHIHQGLQGHPQLI\DQGKROGKDUPOHVV6&55$DQG 0HPEHU$JHQF\DJDLQVWDQ\ FODLPDULVLQJIURPWKH UHPRYDORI DQ\ VXFKHPSOR\HHRURWKHULQGLYLGXDO IURPWKH5LJKWRI:D\
264
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
Indemnification
&RQWUDFWRU RQ EHKDOI RI LWVHOI DQG LWV HPSOR\HHV VXEFRQWUDFWRUV DJHQWV VXFFHVVRUV DQG DVVLJQV DJUHHV WR LQGHPQLI\ GHIHQG E\ FRXQVHO VDWLVIDFWRU\ WR 6&55$ DQG 0HPEHU $JHQF\ DQG KROG KDUPOHVV,QGHPQLWHHVDQGHDFK RIWKHPWRWKHPD[LPXPH[WHQWDOORZHGE\ODZIURPDQGDJDLQVWDOO ORVVOLDELOLW\FODLPVGHPDQGVVXLWVOLHQVFODLPVRIOLHQGDPDJHV LQFOXGLQJLQFLGHQWDOFRQVHTXHQWLDO

GDPDJHV
FRVWV DQG H[SHQVHV
LQFOXGLQJ ZLWKRXW OLPLWDWLRQ DQ\ ILQHV SHQDOWLHV MXGJPHQWV DFWXDO OLWLJDWLRQ H[SHQVHV DQG H[SHUWV
DQG DFWXDO DWWRUQH\V
IHHV
WKDW DUH LQFXUUHG E\ RU DVVHUWHG DJDLQVW
,QGHPQLWHHVDULVLQJRXWRIRUFRQQHFWHGLQDQ\PDQQHUZLWK L
WKHDFWVRURPLVVLRQVRIWKH&RQWUDFWRURU
LWV RIILFHUV GLUHFWRUV DIILOLDWHV VXEFRQWUDFWRUV RU DJHQWV RU DQ\RQH GLUHFWO\ RU LQGLUHFWO\ HPSOR\HG E\ WKHPRUIRUZKRVHDFWVWKHIRUHJRLQJSHUVRQVDUHOLDEOH FROOHFWLYHO\3HUVRQQHO
LQFRQQHFWLRQZLWKRU
DULVLQJ IURP WKH SUHVHQFH XSRQ RU SHUIRUPDQFH RI DFWLYLWLHV E\ WKH &RQWUDFWRU RU LWV 3HUVRQQHO ZLWK UHVSHFWWRWKH5LJKWRI:D\
LL
ERGLO\DQGRUSHUVRQDOLQMXU\RUGHDWKRIDQ\SHUVRQ
LQFOXGLQJZLWKRXW
OLPLWDWLRQHPSOR\HHVRI,QGHPQLWHHV
RUGDPDJHWRRUORVVRIXVHRI5LJKWRI:D\ UHVXOWLQJIURPVXFK DFWVRURPLVVLRQVRIWKH&RQWUDFWRURULWV3HUVRQQHO RU LLL
QRQSHUIRUPDQFHRUEUHDFKE\&RQWUDFWRURU
LWV3HUVRQQHORIDQ\WHUPRUFRQGLWLRQRIWKLV$JUHHPHQWLQHDFKFDVHZKHWKHURFFXUULQJGXULQJWKHWHUP RIWKLV$JUHHPHQWRUWKHUHDIWHU
7KH IRUHJRLQJ LQGHPQLW\ VKDOO EH HIIHFWLYH UHJDUGOHVV RI DQ\ QHJOLJHQFH ZKHWKHU DFWLYH SDVVLYH
GHULYDWLYH MRLQW FRQFXUUHQW RU FRPSDUDWLYH
RQ WKH SDUW RI ,QGHPQLWHHV XQOHVV FDXVHG E\ WKH VROH QHJOLJHQFHRUZLOOIXOPLVFRQGXFWRI,QGHPQLWHHVDQGLVLQDGGLWLRQWRDQ\RWKHUULJKWVRUUHPHGLHVZKLFK ,QGHPQLWHHVPD\KDYHXQGHUWKHODZRUXQGHUWKLV$JUHHPHQW &ODLPV DJDLQVW WKH ,QGHPQLWHHV E\ WKH &RQWUDFWRU RU LWV 3HUVRQQHO VKDOO QRW OLPLW WKH &RQWUDFWRU V
LQGHPQLILFDWLRQREOLJDWLRQVKHUHXQGHULQDQ\ZD\ZKHWKHURUQRWVXFKFODLPVDJDLQVW,QGHPQLWHHVPD\ UHVXOWLQDQ\OLPLWDWLRQRIWKHDPRXQWRUW\SHRIGDPDJHVFRPSHQVDWLRQRUEHQHILWVSD\DEOHE\RUIRUWKH &RQWUDFWRURULWV3HUVRQQHOXQGHUZRUNHUV
FRPSHQVDWLRQDFWVGLVDELOLW\EHQHILWDFWVRURWKHUHPSOR\HH EHQHILWDFWVRULQVXUDQFH
7KHSURYLVLRQVRIWKLVVHFWLRQVKDOOVXUYLYHWKHWHUPLQDWLRQRUH[SLUDWLRQRIWKLV$JUHHPHQW Assumption of Liability
7RWKHPD[LPXP H[WHQW DOORZHG E\ ODZWKH &RQWUDFWRU UHOHDVHV,QGHPQLWHHVIURP DQG DVVXPHV DQ\ DQGDOOULVNRIORVVGDPDJHRULQMXU\RIDQ\NLQGWRDQ\SHUVRQRUSURSHUW\LQFOXGLQJZLWKRXWOLPLWDWLRQ WKH 5LJKWRI:D\ DQG DQ\ RWKHU SURSHUW\ RI RU XQGHU WKH FRQWURO RU FXVWRG\ RI WKH &RQWUDFWRU RU LWV SHUVRQQHO LQ FRQQHFWLRQ ZLWK DQ\ DFWV XQGHUWDNHQ XQGHU RU LQ FRQQHFWLRQ ZLWK WKLV $JUHHPHQW 7KH &RQWUDFWRU
V DVVXPSWLRQ RI ULVN VKDOO LQFOXGH ZLWKRXW OLPLWDWLRQ ORVV RU GDPDJH FDXVHG E\ GHIHFWV LQ DQ\ VWUXFWXUH RU LPSURYHPHQWV
LQFOXGLQJ HDVHPHQW OHDVH RU OLFHQVH DJUHHPHQWV IRU RWKHU H[LVWLQJ LPSURYHPHQWVDQGXWLOLWLHV
RQWKH5LJKWRI:D\DFFLGHQWRUILUHRURWKHUFDVXDOW\RQWKH5LJKWRI:D\ RU HOHFWULFDO GLVFKDUJH QRLVH RU YLEUDWLRQ UHVXOWLQJ IURP 6&55$ 0HPEHU $JHQF\ DQG 2SHUDWLQJ 5DLOURDGWUDQVLWRSHUDWLRQVRQRUQHDUWKH5LJKWRI:D\ DQGDQ\RWKHUSHUVRQVRUFRPSDQLHVHPSOR\HG UHWDLQHG RU HQJDJHG E\ 6&55$ RU 0HPEHU $JHQF\ 7KH &RQWUDFWRU RQ EHKDOI RI LWVHOI DQG LWV 3HUVRQQHO
DV GHILQHG LQ 6HFWLRQ ,QGHPQLILFDWLRQ
DV D PDWHULDO SDUW RI WKH FRQVLGHUDWLRQ IRU WKLV $JUHHPHQWKHUHE\ZDLYHVDOOFODLPVDQGGHPDQGVDJDLQVWWKH,QGHPQLWHHVIRUDQ\VXFKORVVGDPDJH RU LQMXU\ RI WKH &RQWUDFWRU DQGRU LWV 3HUVRQQHO 7KH &RQWUDFWRU ZDLYHV WKH EHQHILW RI &DOLIRUQLD &LYLO &RGH6HFWLRQZKLFKSURYLGHVDVIROORZV
$JHQHUDOUHOHDVHGRHVQRWH[WHQGWRFODLPVZKLFKWKH FUHGLWRU GRHV QRW NQRZ RU VXVSHFW WR H[LVW LQ KLV IDYRU DW WKH WLPH RI H[HFXWLQJ WKH UHOHDVH ZKLFK LI NQRZQE\KLPPXVWKDYHPDWHULDOO\DIIHFWHGKLVVHWWOHPHQWZLWKWKHGHEWRU 7KHSURYLVLRQVRIWKLV6HFWLRQVKDOOVXUYLYHWKHWHUPLQDWLRQRUH[SLUDWLRQRIWKLV$JUHHPHQW 265
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
Insurance
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
KRZHYHULIWKH&RQWUDFWRUFDQGHPRQVWUDWHDVVHWVDQGUHWHQWLRQIXQGVPHHWLQJ6&55$ DQG0HPEHU$JHQF\VHOILQVXUDQFHUHTXLUHPHQWV6&55$DQG0HPEHU$JHQF\PD\LQ6&55$¶VVROH DQGDEVROXWHGLVFUHWLRQSHUPLWWKH&RQWUDFWRUWRVHOILQVXUH7KHULJKWWRVHOILQVXUHZLWKUHVSHFWWRDQ\ FRYHUDJHUHTXLUHGKHUHXQGHUPD\EHJUDQWHGRUUHYRNHGDWWKHVROHDQGDEVROXWHGLVFUHWLRQRI6&55$ RUDQ\0HPEHU$JHQF\6&55$RU0HPEHU$JHQF\VKDOOQRWEHOLDEOHIRUWKHSD\PHQWRIDQ\SUHPLXPV RU DVVHVVPHQWV IRU LQVXUDQFH UHTXLUHG WR EH PDLQWDLQHG E\ WKH &RQWUDFWRU XQGHU WKLV $JUHHPHQW &RQWUDFWRU DIILUPV WKDW DOO VXEFRQWUDFWRUV FRYHUHG E\ WKLV $JUHHPHQW DUH LQVXUHG WR WKH VDPH OLPLWV UHTXLUHGRIWKH&RQWUDFWRURULQFOXGHGLQ&RQWUDFWRU¶VSROLF\ 3ULRUWRWKHH[SLUDWLRQRIDQ\SROLF\WKH&RQWUDFWRUVKDOOIXUQLVK6&55$ZLWKFHUWLILFDWHVRI UHQHZDORU ELQGHUV WKHUHRI (DFK FHUWLILFDWH VKDOO H[SUHVVO\ VWDWH WKDW VXFK SROLFLHV VKDOO QRW EH FDQFHODEOH RU RWKHUZLVHVXEMHFWWRPRGLILFDWLRQH[FHSWDIWHUWKLUW\

GD\VSULRUZULWWHQQRWLFHWR6&55$DQG0HPEHU
$JHQF\
No Assignment
7KH&RQWUDFWRUVKDOOQRWDVVLJQWKLV$JUHHPHQWRUDQ\ ULJKWKHUHXQGHUZLWKRXW6&55$ VDQG0HPEHU
$JHQF\
VSULRUZULWWHQFRQVHQW

Compliance by Contractor
7KH&RQWUDFWRU VKDOOWDNH DOO VWHSV QHFHVVDU\WR DVVXUHWKDW LWV VXEFRQWUDFWRUV FRPSO\ZLWKWKHWHUPV DQGFRQGLWLRQVRIWKLV$JUHHPHQWDQGDSSOLFDEOHODZVDQGUHJXODWLRQV7KH&RQWUDFWRUVKDOODVVXUHWKDW QROLHQLVSODFHGDJDLQVWWKH5LJKWRI:D\ DULVLQJIURPSHUIRUPDQFHRIZRUNKHUHXQGHUE\&RQWUDFWRURU DQ\VXEFRQWUDFWRUDQGLQWKHHYHQWRIVXFKDOLHQ&RQWUDFWRUVKDOOLPPHGLDWHO\UHPRYHRUFDXVHWREH UHPRYHGVXFKOLHQ
Safety and Protective/Flagging Services Notification 7KH&RQWUDFWRUDQGKLVVXEFRQWUDFWRUVVKDOOEHUHTXLUHGWRDWWHQGD6&55$%DVLF5LJKWRI:D\6DIHW\ 7UDLQLQJ &ODVV SULRU WR UHFHLYLQJ SHUPLVVLRQ WR HQWHU WKH 5LJKWRI:D\ 8SRQ FRPSOHWLRQ RI VDIHW\ WUDLQLQJDQGSULRUWRVWDUWRIZRUNDFWLYLWLHVWKH&RQWUDFWRUVKDOOQRWLI\6&55$¶VFRQVXOWDQWFRQWUDFWRUWR VFKHGXOH
(,&
)ODJJLQJ6HUYLFHV6&55$ KDVWZR FRQWUDFWRUVZKR SURYLGHG6&55$%DVLF 5LJKWRI ZD\6DIHW\7UDLQLQJDQG
(,&
)ODJJLQJ6HUYLFHVEDVHGRQ6XEGLYLVRQV
JACOBS ENGINEERING Provides Safety Training and (EIC) Flagging for the following Subdivisions:

Orange
Olive
San Gabriel (this includes the Redlands branch)
Perris Valley Line (including the Riverside layover if necessary) Pasadena
Rialto
Shortway
266
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
7R VFKHGXOH 6DIHW\ 7UDLQLQJ FDOO 0U 7UHYRU :LOOLDPV ZLWK -DFREV (QJLQHHULQJ DW

5HTXHVW VDIHW\ WUDLQLQJ DW OHDVW KRXUV LQ DGYDQFH RI UHTXHVWHG WUDLQLQJ GDWH 7R VFKHGXOH (,&

)ODJJLQJSOHDVHUHDFKRXWWR0U-XVWLQ'XNHZLWK-DFREV(QJLQHHULQJDW

DPLQLPXPRI
ILIWHHQ

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rovides Safety Training and (EIC) Flagging for the following Subdivisions:

Montalvo
Ventura
Valley
River
7R VFKHGXOH 6DIHW\ 7UDLQLQJ FDOO 0U &KULV 1XQH] ZLWK 5DLOSURV (QJLQHHULQJ DW

5HTXHVW VDIHW\ WUDLQLQJ DW OHDVW KRXUV LQ DGYDQFH RI UHTXHVWHG WUDLQLQJ GDWH 7R VFKHGXOH (,&

)ODJJLQJSOHDVHUHDFKRXWWR0U'DUULQ3RFNZLWK5DLOSURV(QJLQHHULQJDW

DPLQLPXPRI
ILIWHHQ

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afety and Protective Services
7KH &RQWUDFWRUPXVW UHTXHVW DQG DUUDQJHIRU RQWUDFN VDIHW\ SURWHFWLRQ VDWLVIDFWRU\WR6&55$ LQWKH IROORZLQJFLUFXPVWDQFHV

$ :KHQWKH&RQWUDFWRU
VZRUNDFWLYLWLHVDUHZLWKLQWKHULJKWRIZD\RI6&55$ % :KHQWKH&RQWUDFWRU
VZRUNDFWLYLWLHVDUHORFDWHGRYHURUXQGHUDWUDFNRUWUDFNV & :KHQ FUDQHV SLOH GULYHUV GULOO ULJV FRQFUHWH SXPSV RU VLPLODU HTXLSPHQWSRVLWLRQHGRXWVLGHRI WKHULJKWRIZD\FRXOGIRXOWKHWUDFNLQWKHHYHQWRIWLSRYHURURWKHUFDWDVWURSKLFRFFXUUHQFH ' :KHQ LQWKHRSLQLRQ RIWKH6&55$LW LVQHFHVVDU\WR VDIHJXDUGWKH HPSOR\HHVWUDLQVHQJLQHV DQGIDFLOLWLHVRI6&55$
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
, :KHQ VWUHHWZRUN DQGPDLQWHQDQFHDFWLYLWLHVORFDWHGZLWKLQWKH ULJKWRIZD\RULQWKH YLFLQLW\RI WKHKLJKZD\UDLO JUDGHFURVVLQJUHTXLULQJWHPSRUDU\ZRUNDUHDWUDIILFFRQWUROZKLFKPD\DIIHFWRU FUHDWHXQVDIHFRQGLWLRQVIRUHPSOR\HHVSXEOLFWUDLQVDQG YHKLFOHV 267
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
7KH&RQWUDFWRUDQGKLVVXEFRQWUDFWRUVVKDOOFRPSOHWH6&55$¶V6DIHW\2ULHQWDWLRQ&ODVVDVLQVWUXFWHG LQ,WHP8SRQ FRPSOHWLRQ LQGLYLGXDOVZLOO UHFHLYHGD VDIHW\ VWLFNHUZKLFK VKDOO EHDGKHUHGWRWKHLU KDUGKDWZKLOHZRUNLQJRQUDLOURDG5LJKWRI:D\ DVSURRIRIFRPSOHWLRQRIVDIHW\WUDLQLQJ

12. Underground Utilities
6LJQDOFRPPXQLFDWLRQILEHURSWLFSHWUROHXPQDWXUDOJDVHOHFWULFSRZHUDQGRWKHUXWLOLWLHVDUHSUHVHQW LQ6&55$ULJKWRIZD\7KH&RQWUDFWRUVKDOOFRQWDFWWKH6RXWKHUQ&DOLIRUQLD8QGHUJURXQG6HUYLFH$OHUW

'LJ$OHUW
DWWRORFDWHXQGHUJURXQGXWLOLWLHV6&55$LVQRWDPHPEHURI'LJ$OHUW7KH&RQWUDFWRU VKDOOFDOO6&55$DW

DPLQLPXPRIILYHGD\VSULRUWREHJLQQLQJZRUN WRPDUN6&55$¶V VLJQDODQGFRPPXQLFDWLRQFDEOHVDQGFRQGXLWV
'HOD\V DQG GLVUXSWLRQV WR VHUYLFH PD\ FDXVH EXVLQHVV LQWHUUXSWLRQV LQYROYLQJ ORVV RI UHYHQXH DQG SURILWVGDQJHUWRWUDLQRSHUDWLRQVDQGUHOHDVHRISRWHQWLDOO\KD]DUGRXVRUIODPPDEOHFRPSRXQGV Reimbursement of Costs and Expenditures
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
VDQG0HPEHU$JHQF\
VUHSUHVHQWDWLYH
7KH&RQWUDFWRUDJUHHVWRUHLPEXUVH6&55$RUDQ\0HPEHU$JHQF\DFWXDOFRVWDQGH[SHQVHLQFXUUHG 7KLVLQFOXGHVFRVWRISODQ UHYLHZDGPLQLVWUDWLYHVDIHW\WUDLQLQJXWLOLW\PDUNLQJIODJJLQJVHUYLFHVIHHV DQG ZRUN SHUIRUPHG LQ FRQQHFWLRQ ZLWK VDLG ZRUN LQFOXGLQJ DSSOLFDEOH RYHUKHDG UDWHV 5HIHU WR 6&55$¶V 6FKHGXOH RI )HHV IRU PRUH LQIRUPDWLRQ 6&55$ ZLOO FKDUJH WKH &RQWUDFWRU IRXU KRXUV PLQLPXPIRUWKHPDQGDWRU\ VDIHW\WUDLQLQJ FODVVDQGIRURWKHU VHUYLFHVIRXU KRXUVRUOHVVLQGXUDWLRQ 6&55$ZLOOFKDUJHWKH&RQWUDFWRUIRUHLJKWKRXUVPLQLPXPLIWKH&RQWUDFWRUFDQFHOV6&55$VHUYLFHV DIWHU6&55$(,& RU6&55$6DIHW\7UDLQLQJ2IILFHULVRQVLWHRQWKHGD\RIWKHDSSRLQWPHQW 7KH&RQWUDFWRUDOVRDJUHHVWRUHLPEXUVH6&55$DQ\0HPEHU$JHQF\DQGRUDQ\2SHUDWLQJ5DLOURDG IRU DQ\ DQG DOO FRVW DQG H[SHQVH LQFXUUHG DV D UHVXOW RI &RQWUDFWRU¶V ZRUN ZKLFK PD\ UHVXOW LQ L

XQVFKHGXOHG GHOD\ WR WKH WUDLQV RU LQWHUIHUHQFH LQ DQ\ PDQQHU ZLWK WKH RSHUDWLRQ RI WUDLQV LL

XQVFKHGXOHG GLVUXSWLRQ WR QRUPDO WUDLQ RSHUDWLRQ LLL
XQUHDVRQDEOH LQFRQYHQLHQFH WR WKH SXEOLF RU
SULYDWH XVHU RI WKH V\VWHP
LY
ORVV RI UHYHQXH DQG
Y
DOWHUQDWLYH PHWKRG RI WUDQVSRUWDWLRQ IRU
SDVVHQJHUV6&55$ZLOOVXEPLWILQDOELOOVWRWKH&RQWUDFWRUIRUFRVWLQFXUUHG 6&55$ ZLOO SURYLGH WKH FRVW RI DOO 6&55$ VHUYLFHV EDVHG RQ &RQWUDFWRU¶V LQSXW 3ULRU WR FRPPHQFHPHQWRIZRUNWKH&RQWUDFWRUVKDOOSURYLGHGHSRVLWUHSUHVHQWLQJWKHHVWLPDWHGH[SHQVHWREH LQFXUUHGE\6&55$DQG0HPEHU$JHQF\LQFRQQHFWLRQZLWKVDLGZRUN$VWKHZRUNSURJUHVVHV6&55$ PD\UHTXLUHDGGLWLRQDOSURJUHVVSD\PHQWVDVWKHVFRSHRIZRUNFKDQJHVRUEHFRPHVFOHDUHU6&55$ PD\ GLVFRQWLQXH VHUYLFHV WR &RQWUDFWRU SHQGLQJ UHFHLSW RI SURJUHVV SD\PHQWV 7KH GHSRVLW DQG SURJUHVVSD\PHQWVVKDOOEHDSSOLHGWR6&55$
VDQG0HPEHU$JHQF\
VDFWXDOFRVWVDQGH[SHQGLWXUHV
7KH&RQWUDFWRUVKDOOEHUHVSRQVLEOHWRSD\DQ\DPRXQWH[FHHGLQJWKHDERYHSD\PHQWVXSRQUHFHLSWRI QRWLFH RU LQYRLFH E\ 6&55$ 6&55$ VKDOO H[HUFLVH LWV EHVW HIIRUWV WR SURYLGH ILQDO LQYRLFLQJ WR &RQWUDFWRUZLWKLQ
GD\VIROORZLQJ FRPSOHWLRQ RIWKHZRUN
KRZHYHU&RQWUDFWRUDFNQRZOHGJHVWKDW LW
VKDOOEHUHVSRQVLEOHIRUSD\PHQWRIDOOH[SHQVHVLQFXUUHGE\6&55$DQG0HPEHU$JHQF\LQFRQQHFWLRQ ZLWKWKHZRUNHYHQLIWKHILQDOLQYRLFLQJLVSURYLGHGWR&RQWUDFWRUWKHUHDIWHU8SRQFRPSOHWLRQ RIDOOZRUN DQ\SD\PHQWVLQH[FHVVRI6&55$
VDQG0HPEHU$JHQF\
VFRVWVDQGH[SHQGLWXUHVVKDOOEHUHWXUQHGWR
WKH&RQWUDFWRUZLWKLQDUHDVRQDEOHWLPH
268
METRO LIN I<
DRAFT

6&55$)25012 3DJHRI
,IWKH&RQWUDFWRUVWRSWKHZRUN LQWKHULJKWRIZD\IRUWKUHHPRQWKVRUORQJHU DQGWKHQSODQVWRUHVXPH WKHZRUNKHVKHVKDOOQRWLI\6&55$DVSHUFRQWDFWLQIRUPDWLRQVKRZQLQ6HFWLRQSULRUWRUHVXPSWLRQ RIWKHZRUN
Temporary Traffic Control
7HPSRUDU\WUDIILF FRQWURO VKDOO EH XVHGZKHQ DPDLQWHQDQFH RU FRQVWUXFWLRQ DFWLYLW\ LV ORFDWHG RQWKH 5LJKWRI:D\ RUZKHQWKHDFWLYLW\LVORFDWHGLQWKHYLFLQLW\RIDKLJKZD\UDLOJUDGHFURVVLQJZKLFKFRXOG UHVXOW LQ TXHXLQJ RI YHKLFOHV DFURVVWKH UDLOURDGWUDFNV 7HPSRUDU\WUDIILF FRQWURO ZLOO FRPSO\ ZLWKWKH FXUUHQW HGLWLRQV RI WKH &$ 087&' :$7&+ DQG 6&55$ (QJLQHHULQJ 6WDQGDUG (6 5HIHU WR 6&55$¶V ³7HPSRUDU\ 7UDIILF &RQWURO *XLGHOLQHV´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
Environmental Health and Safety Plan
&RQWUDFWRU VKDOO LPPHGLDWHO\ QRWLI\ 6&55$ DQG WKH DSSURSULDWH UHJXODWRU\ DJHQF\ LHV
RI DQ\ VSLOO
UHOHDVHGLVFKDUJH RU GLVFRYHU\RIDQ\KD]DUGRXVPDWHULDORUFRQWDPLQDQWVLQRQ RU XQGHUWKH5LJKWRI :D\ $IWHU SURYLGLQJ VXFK QRWLFH WR 6&55$ DQG WKH DSSURSULDWH UHJXODWRU\ DJHQF\ LHV
DQ\
FRQWDPLQDWHG VRLOVRUKD]DUGRXVPDWHULDOVZKLFKDUHVSLOOHGUHOHDVHGGLVFKDUJHGRUGLVFRYHUHGE\WKH &RQWUDFWRU VKDOO EH SURPSWO\ UHPRYHG DQG GLVSRVHG RI E\ &RQWUDFWRU LQ DFFRUGDQFH ZLWK DOO WKH DSSOLFDEOH ODZV DW &RQWUDFWRU¶V VROH FRVW DQG H[SHQVH 7R WKH H[WHQW SUHH[LVWLQJ FRQWDPLQDWLRQ RU KD]DUGRXVPDWHULDOZKLFKZDVQRWFDXVHGRUFRQWULEXWHGWRE\&RQWUDFWRULVGLVFRYHUHGRUXQHDUWKHG E\ &RQWUDFWRU &RQWUDFWRU VKDOO RQO\ EH REOLJDWHG E\ WKLV SURYLVLRQ WR UHPRYLQJ DQG GLVSRVLQJ RI WKDW SRUWLRQ RI WKH FRQWDPLQDWHG VRLOV RU KD]DUGRXV PDWHULDOV WKDW DUH XQHDUWKHG RU RWKHUZLVH GLVWXUEHG GXULQJ&RQWUDFWRU¶VRSHUDWLRQV3ULRUWRHQWU\RQWRWKH5LJKWRI:D\&RQWUDFWRU V
SHUIRUPLQJWUHQFKLQJ
H[FDYDWLRQVRUVRLOERULQJVPD\EHUHTXLUHGE\6&55$WRVXEPLWD³+D]DUGRXV 0DWHULDOV:RUN3ODQ´,I UHTXLUHG VDLG SODQ VKDOO LQFOXGH &RQWUDFWRU¶V VLWHVSHFLILF KHDOWK DQG VDIHW\ SODQ DQG DQ\ RWKHU LQIRUPDWLRQWKDW6&55$PD\ UHTXLUH&RQWUDFWRUVKDOOHQVXUHWKDWDOOGRFXPHQWDWLRQIRUWUDQVSRUWDWLRQ RUGLVSRVDORIFRQWDPLQDWHGVRLOVRIKD]DUGRXVPDWHULDOVLVSUHSDUHGLQWKH&RQWUDFWRU¶VQDPHRQO\DQG WKDW QHLWKHU 6&55$ QRU 0HPEHU $JHQF\ VKDOO KDYH DQ\ UHVSRQVLELOLW\ RU OLDELOLW\ WKHUHIRU &RQWUDFWRU VKDOO GHIHQG DQG LQGHPQLI\ 6&55$ IRU DQ\ VSLOO UHOHDVH RU GLVFKDUJH RI FRQWDPLQDQWV RU KD]DUGRXV PDWHULDOV E\ &RQWUDFWRU LQ FRQQHFWLRQ ZLWK DFWLYLWLHV KHUHXQGHU LQ DFFRUGDQFH ZLWK 6HFWLRQ ,QGHPQLILFDWLRQ
Warranty for Plan Review
5HYLHZ DQG RU DSSURYDO RI WKH SODQV DQG FDOFXODWLRQV E\ 6&55$ VKDOO QRW UHOLHYH WKH &RQWUDFWRU RI UHVSRQVLELOLW\IRUIXOOFRPSOLDQFHZLWKFRQWUDFWUHTXLUHPHQWVFRUUHFWQHVVRIGHVLJQGUDZLQJVDQGGHWDLOV SURSHU IDEULFDWLRQ DQG FRQVWUXFWLRQ WHFKQLTXHV DQG FRRUGLQDWLRQ ZLWK RWKHU JRYHUQPHQW DQG SULYDWH SHUPLWWLQJDJHQFLHVQRUVKDOOVXFKUHYLHZRUDSSURYDOE\6&55$LQDQ\ZD\UHOLHYH&RQWUDFWRUIURPRU RWKHUZLVH PRGLI\ &RQWUDFWRUV¶ LQGHPQLW\ REOLJDWLRQV 6HFWLRQ
RU DVVXPSWLRQ RI OLDELOLW\ REOLJDWLRQV

6HFWLRQ
([HFXWLRQRIWKLVULJKWRIHQWU\GRHVQRWLPSO\GHVLJQZDUUDQW\RUUHVSRQVLEOHFKDUJHRQWKH SDUWRI6&55$HQJLQHHULQJHPSOR\HHV7KHSDUWLHVH[SUHVVO\DJUHHWKDW6&55$PDNHVQRZDUUDQW\RI DQ\NLQGDQGDVVXPHVQRUHVSRQVLELOLW\WKHUHIRU
269
METRO LIN I<
DRAFT

6&55$)25012 3DJH
RI
Emergency Telephone Numbers
7KH&RQWUDFWRUPXVWLPPHGLDWHO\FRQWDFW6&55$LQFDVHRIDFFLGHQWVSHUVRQDOLQMXU\GHIHFWLQWUDFN EULGJH RU VLJQDOV RU DQ\ XQXVXDO FRQGLWLRQ WKDW PD\ DIIHFW WKH VDIH RSHUDWLRQ RI WKH UDLOURDGV 7KH IROORZLQJDUH6&55$
VHPHUJHQF\QXPEHUV

Signal Emergencies and Grade Crossing Problems (888) 446-9721 Metrolink Chief Dispatcher (909) 596-3584 or (888) 446-9715 Metrolink Sheriff's Dispatch Center (323) 563-5280
Signal and Communications Cable Location (909) 592-1346 Notices
([FHSWDVRWKHUZLVHSURYLGHGLQWKLVDJUHHPHQWDOOQRWLFHV VWDWHPHQWVGHPDQGVDSSURYDOVRURWKHU FRPPXQLFDWLRQV WR EH JLYHQ XQGHU RU SXUVXDQW WR WKLV DJUHHPHQW ZLOO EH LQ ZULWLQJ DGGUHVVHG WR WKH SDUWLHVDWWKHLUUHVSHFWLYHDGGUHVVHVDVSURYLGHGEHORZ DQGZLOOEHGHOLYHUHGLQSHUVRQRUE\FHUWLILHGRU UHJLVWHUHGPDLOSRVWDJHSDLG RU E\WHOHJUDSKRUFDEOHFKDUJHVSUHSDLG SCRRA
6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

0HOERXUQH$YH
3RPRQD&$

$WWQ
(ULF5HHVH52:&URVVLQJV&RRUGLQDWRU
(PDLO
ULJKWRIHQWU\#VFUUDQHW
2IILFH1XPEHU

Contractor
&RQWUDFWRU
VDGGUHVVLVVKRZQRQWKHQH[WSDJH

California Law/Venue
7KLVDJUHHPHQWVKDOOEHFRQVWUXHGDQGLQWHUSUHWHGLQDFFRUGDQFHZLWKDQGJRYHUQHGE\WKHODZVRIWKH 6WDWHRI&DOLIRUQLD9HQXHVKDOOEHORFDWHGLQFRXUWVLQ/RV$QJHOHV&RXQW\ 270
METRO LIN I<
DRAFT

6&55$)25012 3DJH RI
7KH&RQWUDFWRUKHUHE\DJUHHVWRWKHWHUPV DVVHWIRUWKLQWKLV$JUHHPHQW DQGKHUHE\DFNQRZOHGJHVUHFHLSWRI WKLV$JUHHPHQWDQGRIWKHLQVXUDQFHFHUWLILFDWHIRUPV
([KLELWV$ %
KHUHLQSURYLGHG
Name of Contractor

Signature – Construction/Contract Manager or equivalent)
(Address)
Print Name

Title

Telephone

Contractor's State License No.

(Fax) (Email)
5HFHLSW RI WKH IRUHJRLQJ DJUHHPHQW DQG FHUWLILFDWHG RI LQVXUDQFH IXUQLVKHG E\ WKH &RQWUDFWRU DUH KHUHE\ DFNQRZOHGJHGRQWKLV GD\RI

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
%\

52:(QFURDFKPHQWV&RRUGLQDWRU
%\

$VVLVWDQW'LUHFWRU7UDFN 6WUXFWXUHV 0DLQWHQDQFH [Approved as To Form by Legal Counsel]
271
METRO LIN I<
DRAFT

6&55$)25012 3DJH RI
EXHIBIT "A"

INSURANCE REQUIREMENTS FOR RIGHT OF ENTRY AGREEMENTS
&RQWUDFWRU VKDOO SURFXUH DQG PDLQWDLQ IRUWKH GXUDWLRQ RIWKH FRQWUDFW LQVXUDQFH DJDLQVW FODLPV IRU LQMXULHVWR SHUVRQVRUGDPDJHVWR5LJKWRI:D\ZKLFKPD\DULVHIURPRULQFRQQHFWLRQZLWKWKHSHUIRUPDQFHRIWKHZRUN E\WKH&RQWUDFWRUKLVDJHQWVUHSUHVHQWDWLYHVHPSOR\HHVRUVXEFRQWUDFWRUV Minimum Scope of Insurance

&RYHUDJHVKDOOEHDWOHDVWDVEURDGDV
6 ,QVXUDQFH6HUYLFHV2IILFH&RPPHUFLDO*HQHUDO/LDELOLW\FRYHUDJH RFFXUUHQFHIRUP&*
6 ,QVXUDQFH6HUYLFHV2IILFHIRUP1R&$
(G
FRYHULQJ$XWR/LDELOLW\FRGH
DQ\DXWR
6 :RUNHU
V&RPSHQVDWLRQLQVXUDQFHDVUHTXLUHGE\WKH6WDWHRI&$ (PSOR\HU V/LDELOLW\,QVXUDQFH
&RXUVHRI&RQVWUXFWLRQLQVXUDQFHIRUPSURYLGLQJFRYHUDJHIRUDOOULVNVRIORVV 3URSHUW\LQVXUDQFHDJDLQVWDOOULVNVRIORVVWRDQ\WHQDQWLPSURYHPHQWVRUEHWWHUPHQW &RQWUDFWRU¶V3ROOXWLRQ/LDELOLW\
Minimum Limits of Insurance
&RQWUDFWRUVKDOOPDLQWDLQOLPLWVQROHVVWKDQ
6 *HQHUDO/LDELOLW\
SHURFFXUUHQFHIRUERGLO\LQMXU\SHUVRQDOLQMXU\DQG3URSHUW\GDPDJH 6 ,I&RPPHUFLDO*HQHUDO/LDELOLW\,QVXUDQFHRURWKHUIRUPZLWKDJHQHUDODJJUHJDWHOLPLWLVXVHGHLWKHU WKHJHQHUDODJJUHJDWHOLPLWVKDOODSSO\VHSDUDWHO\WRWKLVSURMHFWORFDWLRQRUWKHJHQHUDODJJUHJDWHOLPLW VKDOOEHWZLFHWKHUHTXLUHGRFFXUUHQFHOLPLW
6 $XWRPRELOH/LDELOLW\
SHUDFFLGHQWIRUERGLO\LQMXU\DQGSURSHUW\GDPDJH 6 (PSOR\HU V/LDELOLW\
SHUDFFLGHQWIRUERGLO\LQMXU\RUGLVHDVH
&RXUVHRI&RQVWUXFWLRQ
&RPSOHWHGYDOXHRIWKHSURMHFW
3URSHUW\,QVXUDQFH
)XOOUHSODFHPHQWFRVWZLWKQRFRLQVXUDQFHSHQDOW\SURYLVLRQ &RQWUDFWRU¶V3ROOXWLRQ/LDELOLW\
SHURFFXUUHQFHDQQXDODJJUHJDWH
Certificate Holder/Additional Insured
&HUWLILFDWHKROGHUDQGRULQVXUHGZLOOEHWKHIROORZLQJ

6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

$GGLWLRQDOO\,QVXUHGZLOOEHWKHIROORZLQJ

/RV$QJHOHV&RXQW\0HWURSROLWDQ7UDQV$XWK
07$
%XUOLQJWRQ1RUWKHUQ6DQWD)H&RUS
%16)

2UDQJH&RXQW\7UDQVSRUWDWLRQ$XWKRULW\
2&7$
8QLRQ3DFLILF5DLOURDG&RPSDQ\
8355

5LYHUVLGH&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
5&7&

1DWLRQDO5DLOURDG3DVVHQJHU&RUS
$075$.

6DQ%HUQDUGLQR&RXQW\7UDQVSRUWDWLRQ$XWKRULW\
6%&7$

9HQWXUD&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
9&7&

Railroad Protective Liability Insurance 6 5DLOURDG3URWHFWLYH/LDELOLW\,QVXUDQFH 7KH&RQWUDFWRUVKDOOSURYLGHZLWKUHVSHFWWRWKHRSHUDWLRQVWKH\RUDQ\RIWKHLUVXEFRQWUDFWRUVSHUIRUP RQWKH5LJKWRI:D\5DLOURDG3URWHFWLYH/LDELOLW\,QVXUDQFH$$5$$6+72 ,625,0$
LQWKHQDPHRI
WKH6&55$ZLWKDGGLWLRQDOLQVXUHGVSHFLILHGLQ 6HFWLRQDERYH 7KHSROLF\VKDOOKDYHOLPLWVRIOLDELOLW\RIQRWOHVVWKDQ$2 million per occurrenceFRPELQHGVLQJOHOLPLW IRUFRYHUDJHDQGIRUORVVHVDULVLQJRXWRILQMXU\WRRUGHDWKRIDOOSHUVRQVDQGIRUSK\VLFDOORVVRU 272
METRO LIN I<
DRAFT

6&55$)25012 3DJH RI
GDPDJHWRRUGHVWUXFWLRQRI3URSHUW\LQFOXGLQJWKHORVVRIXVHWKHUHRI$$6 million annual aggregate VKDOODSSO\
,IFRYHUDJHLVSURYLGHGRQWKH/RQGRQFODLPVPDGHIRUPWKHIROORZLQJSURYLVLRQVVKDOODSSO\

$ 7KHOLPLWVRIOLDELOLW\VKDOOEHQRWOHVVWKDQPLOOLRQSHURFFXUUHQFHFRPELQHGVLQJOHOLPLW$
PLOOLRQDJJUHJDWHPD\DSSO\
% 'HFODUDWLRQVLWHPH[WHQGHGFODLPVPDGHGDWHVKDOODOORZDQH[WHQGHGFODLPVPDGHSHULRGQR VKRUWHUWKDQWKHOHQJWKRIWKHRULJLQDOSROLF\SHULRGSOXVRQH\HDU & ,IHTXLYDOHQW RU EHWWHUZRUGLQJLVQRWFRQWDLQHGLQWKHSROLF\IRUPWKHIROORZLQJHQGRUVHPHQWPXVW EHLQFOXGHG

,W LV DJUHHG WKDW SK\VLFDO GDPDJH WR 3URSHUW\ PHDQV GLUHFW DQG DFFLGHQWDO ORVV RI RU GDPDJH WR UROOLQJ VWRFN DQG WKHLU FRQWHQWV PHFKDQLFDO FRQVWUXFWLRQ HTXLSPHQW RU PRWLYH SRZHUHTXLSPHQWUDLOURDGWUDFNVURDGEHGFDWHQDULHVVLJQDOVEULGJHVRUEXLOGLQJV )RUFHUWDLQORZKD]DUGDFWLYLW\&RQWUDFWRUPD\UHTXHVWWKDWWKH6&55$DQG0HPEHU$JHQF\ZDLYHWKH UHTXLUHPHQW WR SURYLGH WKH 5DLOURDG 3URWHFWLYH /LDELOLW\ ,QVXUDQFH ,I WKH H[SRVXUH WR WKH WUDFN LV SK\VLFDOO\VHSDUDWHGE\DEXLOGLQJIORRURUDFRQWLQXRXVIHQFH QRWKRURXJKIDUHV
DQGWKHHPSOR\HHVRI
WKH&RQWUDFWRUDUHH[SOLFLWO\QRWLILHGWKDWWKH\DUHQRWSHUPLWWHGWRKDYHDQ\FRQWDFWZLWKWKHWUDFN WKH 5DLOURDG 3URWHFWLYH /LDELOLW\ ,QVXUDQFH UHTXLUHPHQW PD\ EH ZDLYHG E\ 6&55$ V 0DQDJHU 3XEOLF
3URMHFWVRUKLVKHUGHVLJQDWHGUHSUHVHQWDWLYH
Deductibles and Self-Insured Retentions
$Q\GHGXFWLEOHVRUVHOILQVXUHG UHWHQWLRQVPXVWEHGHFODUHGWRDQGDSSURYHGE\6&55$DQG0HPEHU $JHQF\$WWKHRSWLRQRI6&55$HLWKHU
WKHLQVXUHUVKDOOUHGXFHRUHOLPLQDWHVXFKGHGXFWLEOHVRUVHOI LQVXUHG UHWHQWLRQV DV UHVSHFWV 6&55$ DQG 0HPEHU $JHQF\ LWV RIILFLDOV DQG HPSOR\HHV RU WKH &RQWUDFWRU VKDOO SURFXUH D ERQG JXDUDQWHHLQJ SD\PHQW RI ORVVHV DQG UHODWHG LQYHVWLJDWLRQV FODLP DGPLQLVWUDWLRQDQGGHIHQVHH[SHQVHV
Other Insurance Provisions
7KH *HQHUDO /LDELOLW\ DQG $XWRPRELOH /LDELOLW\ SROLFLHV DUH WR FRQWDLQ RU EH HQGRUVHG WR FRQWDLQ WKH IROORZLQJSURYLVLRQV

$ 6&55$ DQG 0HPEHU $JHQF\ LWV VXEVLGLDULHV RIILFLDOV DQG HPSOR\HHV DUH WR EH FRYHUHG DV DGGLWLRQDO LQVXUHGV DV UHVSHFWV
OLDELOLW\ DULVLQJ RXW RI DFWLYLWLHV SHUIRUPHG E\ RU RQ EHKDOI RIWKH &RQWUDFWRU
SUHPLVHVRZQHGRFFXSLHGRUXVHGE\WKH&RQWUDFWRURUDXWRPRELOHVRZQHGOHDVHG KLUHG RU ERUURZHG E\ WKH &RQWUDFWRU 7KH FRYHUDJH VKDOO FRQWDLQ QR VSHFLDO OLPLWDWLRQV RQ WKH VFRSH RI SURWHFWLRQ DIIRUGHG WR 6&55$ DQG 0HPEHU $JHQF\ LWV VXEVLGLDULHV RIILFLDOV DQG HPSOR\HHV
% )RUDQ\FODLPVUHODWHGWRWKLVZRUNWKH&RQWUDFWRU
VLQVXUDQFHFRYHUDJHVKDOOEHSULPDU\LQVXUDQFH
DVUHVSHFWV6&55$DQG0HPEHU$JHQF\LWVVXEVLGLDULHVRIILFLDOVDQGHPSOR\HHV$Q\LQVXUDQFH RU VHOILQVXUDQFH PDLQWDLQHG E\ 6&55$ DQG 0HPEHU $JHQF\ LWV VXEVLGLDULHV RIILFLDOV DQG HPSOR\HHVVKDOOEHH[FHVVRIWKH&RQWUDFWRU
VLQVXUDQFHDQGVKDOOQRWFRQWULEXWHZLWKLW
& $Q\ IDLOXUH WR FRPSO\ ZLWK UHSRUWLQJ RU RWKHU SURYLVLRQV RI WKH SROLFLHV LQFOXGLQJ EUHDFKHV RI ZDUUDQWLHV VKDOO QRW DIIHFW FRYHUDJH SURYLGHG WR 6&55$ DQG 0HPEHU $JHQF\ LWV VXEVLGLDULHV RIILFLDOVDQGHPSOR\HHV
' 7KH&RQWUDFWRULQVXUDQFH VKDOODSSO\ VHSDUDWHO\WRHDFKLQVXUHG DJDLQVWZKRP FODLPLVPDGHRU VXLWLVEURXJKWH[FHSWZLWKUHVSHFWWRWKHOLPLWVRIWKHLQVXUHU VOLDELOLW\
( (DFKLQVXUDQFHSROLF\UHTXLUHGE\WKLVFODXVHVKDOOEHHQGRUVHGWRVWDWHWKDWFRYHUDJHVKDOOQRWEH VXVSHQGHG YRLGHG FDQFHOHG E\ HLWKHU SDUW\ UHGXFHG LQ FRYHUDJH RU LQ OLPLWV H[FHSW DIWHUWKLUW\

GD\V
SULRUZULWWHQQRWLFHE\FHUWLILHGPDLOUHWXUQUHFHLSWUHTXHVWHGKDVEHHQJLYHQWR6&55$ 273
METRO LIN I<
DRAFT

6&55$)25012 3DJH RI
DQGRU0HPEHU$JHQF\
&RXUVHRI&RQVWUXFWLRQSROLFLHVVKDOOFRQWDLQWKHIROORZLQJSURYLVLRQV

$ 6&55$DQG0HPEHU$JHQF\VKDOOEHQDPHGDVORVVSD\HH % 7KHLQVXUHUVKDOOZDLYHDOOULJKWVVXEURJDWLRQDJDLQVW6&55$DQG0HPEHU $JHQF\ Acceptability of Insurers
,QVXUDQFHLVWR EHSODFHGZLWKLQVXUHUVZLWKD FXUUHQW$0%HVW V UDWLQJRIQROHVVWKDQ$
9,, XQOHVV
RWKHUZLVHDSSURYHGE\6&55$DQG0HPEHU$JHQF\
Verification of Coverage
&RQWUDFWRU VKDOO IXUQLVK 6&55$ ZLWK RULJLQDO HQGRUVHPHQWV HYLGHQFLQJ FRYHUDJH UHTXLUHG E\ WKLV FODXVH7KHHQGRUVHPHQWVDUHWREHVLJQHGE\DSHUVRQDXWKRUL]HGE\WKDWLQVXUHUWRELQGFRYHUDJHRQ LWV EHKDOI 7KH HQGRUVHPHQWV DUH WR EH RQ IRUPV SURYLGHG E\ 6&55$ $OO HQGRUVHPHQWV DUH WR EH UHFHLYHGDQGDSSURYHGE\6&55$EHIRUHZRUNFRPPHQFHV$VDQDOWHUQDWLYHWR6&55$ VIRUPVWKH
&RQWUDFWRU
VLQVXUHUPD\SURYLGHFRPSOHWHFHUWLILHGFRSLHVRIDOO UHTXLUHGLQVXUDQFHSROLFLHVLQFOXGLQJ HQGRUVHPHQWVHYLGHQFLQJWKH FRYHUDJHUHTXLUHGE\WKHVHVSHFLILFDWLRQV

Subcontractors
&RQWUDFWRU VKDOO LQFOXGH DOO VXEFRQWUDFWRUV DV LQVXUHG XQGHU LWV SROLFLHV RU VKDOO IXUQLVK VHSDUDWH FHUWLILFDWHVDQGHQGRUVHPHQWVIRUHDFKVXEFRQWUDFWRU$OOFRYHUDJHIRUVXEFRQWUDFWRUVVKDOOEHVXEMHFW WRDOORIWKHUHTXLUHPHQWVVWDWHGKHUHLQ
Train Services
7KH WUDLQ WUDIILF LQIRUPDWLRQ LV DYDLODEOH RQ 6&55$¶V ZHEVLWH DW ZZZPHWUROLQNWUDLQVFRP $ERXW 8V
(QJLQHHULQJDQG&RQVWUXFWLRQ5LJKWRI:D\(QFURDFKPHQW 7KHIROORZLQJLVWKHGLUHFWOLQNWRWKHSDJH

KWWSV
PHWUROLQNWUDLQVFRPDERXWDJHQF\ULJKWRIZD\
Submittal
7KHRULJLQDOLQVXUDQFHSROLF\
V
VKDOOEHVXEPLWWHGWR

6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

0HOERXUQH$YH
3RPRQD&$

$WWQ
(ULF5HHVH52:&URVVLQJV&RRUGLQDWRU
(PDLO
ULJKWRIHQWU\#VFUUDQHW
2IILFH1XPEHU

274
METRO LIN I<
DRAFT
6&55$)25012 3DJH RI
EXHIBIT "B"

RAILROAD PROTECTIVE LIABILITY POLICY

DECLARATION
POLICY
,QVXUDQFH&RPSDQ\

3ROLF\1XPEHU

3ROLF\3HULRG
)URP
7R

6&55$3URMHFW

DP6WDQGDUGWLPHDWORFDWLRQ

CERTIFICATE HOLDER AND ADDITIONALLY INSURED
Certificate Holder/Insured:
6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

0HOERXUQH$YH3RPRQD&$

Additionally Insured:
/RV$QJHOHV&RXQW\0HWURSROLWDQ7UDQVSRUWDWLRQ$XWKRULW\ 07$
%XUOLQJWRQ1RUWKHUQ6DQWD)H&RUSRUDWLRQ
%16)

2UDQJH&RXQW\7UDQVSRUWDWLRQ$XWKRULW\
2&7$
8QLRQ3DFLILF5DLOURDG&RPSDQ\
8355

5LYHUVLGH&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
5&7&
1DWLRQDO5DLOURDG3DVVHQJHU&RUS
$075$.

6DQ%HUQDUGLQR&RXQW\7UDQVSRUWDWLRQ$XWKRULW\
6%&7$

9HQWXUD&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
9&7&

LIMITS OF INSURANCE
$JJUHJDWH/LPLW (DFK2FFXUUHQFH/LPLW

DESCRIPTION OF WORK AND JOB LOCATION(S)

NAME AND ADDRESS OF DESIGNATED CONTRACTOR

NAME AND ADDRESS OF INVOLVED GOVERNMENT AUTHORITY OR OTHER CONTRACTING PARTY

PREMIUM
&RQWUDFW&RVW
3UHPLXP%DVH 5DWHSHURI $GYDQFH3UHPLXP

FORM OF ENDORSEMENT
Title Number

COUNTERSIGNATURE
&RXQWHUVLJQHGE\ 'DWH
(Authorized Representative)
275
METRO LIN I<
DRAFT

6&55$)25012 3DJH RI
EXHIBIT "B

CERTIFICATE OF INSURANCE
6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

,668('$7(
00''<<

352'8&(5
,1685('
7+,6&(57,),&$7(2),1685$1&(,6127$1,1685$1&(32/,&<$1''2(6127$0(1'(;7(1' 25$/7(57+,6&29(5$*($))25'('%<7+(32/,&<%(/2:

COMPANIES AFFORDING COVERAGE
&203$1< A
/(77(5
&203$1< B
/(77(5
&203$1< C
/(77(5
&203$1< D
/(77(5
&203$1< E
/(77(5

COVERAGES
7+,6,672&(57,)<7+$77+(32/,&,(62),1685$1&(/,67('%(/2:+$9(%((1,668('1$0('$%29()257+(32/,&<3(5,2',1',&$7('127:,7+67$1',1* $1<5(48,5(0(1767(5025&21',7,212)$1<&2175$&72527+(5'2&80(17:,7+5(63(&772:+,&+7+,6&(57,),&$7(0$<%(,668('250$<3(57$,1 7+(,1685$1&($))25'('%<7+(32/,&,(6'(6&5,%('+(5(,1,668%-(&772$//7+(7(506(;&/86,216$1'&21',7,2162)68&+32/,&,(6/,0,766+2:1 0$< +$9( %((1 5('8&(' %< 3$,' &/$,06
&2
/75
7<3(2),1685$1&( 32/,&<
180%(5
32/,&<
())(&7,9(
'$7(
00''<<

32/,&<
(;3,5$7,21
'$7(
00''<<

/,0,76

GENERAL LIABILITY

&200(5&,$/*(1(5$/
/,$%,/,7<

&/$,060$'(
2&&85

2:1(5
6 &2175$&725
6
3527

27+(5BBBBBBBBBBB
*(1(5$/$**5(*$7(
352'8&76&20323$**
3(5621$/ $'9,1-85<
($&+2&&855(1&(
),5('$0$*(
$Q\RQHILUH

0('(;3(16(

$Q\RQHSHUVRQ

AUTOMOBILE LIABILITY

$1<$872

$//2:1('$872

6&+('8/('$8726

+,5('$8726

1212:1('$8726

*$5$*(/,$%,/,7<
&20%,1('
6,1*/(/,0,7
%2',/<,1-85<

3HUSHUVRQ

%2',/<,1-85<

3HUDFFLGHQW

3523(57<'$0$*(

EXCESS LIABILITY

80%5(//$)250

27+(57+$180%5(//$)250
($&+2&&855(1&(
$**5(*$7(

PROPERTY INSURANCE

&2856(2)&216758&7,21
$028172),1685$1&(

WORKER'S COMPENSATION
AND

EMPLOYER'S LIABILITY
67$78$5</,0,76
($&+$&&,'(17
',6($6(32/,&</,0,7
',6($6(($&+(03/2<((

DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS THE FOLLOWING PROVISIONS APPLY:
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
VFRPSHQVDWLRQLQVXUHUQDPHGDERYHLIDQ\DJUHHVWRZDLYHDOOULJKWVRIVXEURJDWLRQDJDLQVW6&55$IRULQMXULHVWRHPSOR\HHVRIWKHLQVXUHGUHVXOWLQJIURPZRUNIRU 6&55$RUXVHRI0HPEHU$JHQFLHVSUHPLVHVRUIDFLOLWLHV

CERTIFICATE HOLDER
6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$

6XSSO\6WUHHW3RPRQD&$

ADDITIONAL INSURED
07$2&7$5&7&6%&7$9&7&%16)8355$075$.

AUTHORIZED REPRESENTATIVE
6,*1$785(
7,7/(
3+21(12
276
METRO LIN I<
DRAFT
APPENDIX “K”

SCRRA RULES AND REQUIREMENTS FOR CONSTRUCTION
City Project No. 23802
277
DRAFT
SCRRA FORM 37

RULES AND REQUIREMENTS FOR

CONSTRUCTION ON SCRRA RIGHT-OF-WAY
January 2017
278
METRDLINI<
DRAFT
6&55$)RUP L
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

TABLE OF CONTENT

1.0 GENERAL .......................................................................................................... 1 3XUSRVH 'HILQLWLRQV $FURQ\PV *HQHUDO5HTXLUHPHQWVRIWKH&RQWUDFWRU 6XEPLWWDOV 5HLPEXUVHPHQWRI&RVWVDQG([SHQGLWXUHV

2.0 SCRRA SAFETY SERVICES ............................................................................. 8 6&55$(PSOR\HH,Q&KDUJH
(,&
5LJKWWR&KDOOHQJH6XIILFLHQF\RQ2Q7UDFN6DIHW\
:RUN5HTXLULQJ3URWHFWLRQRI7UDFNDQG2SHUDWLRQV

3.0 CONTRACTOR SAFETY REQUIREMENTS .................................................... 10 &RQWUDFWRU*HQHUDO6DIHW\5HTXLUHPHQWV 3HUVRQQHO3URWHFWLYH(TXLSPHQW 0DLQWHQDQFHRI:RUN$UHD *HQHUDO3UHFDXWLRQV:KHQ:RUNLQJ1HDU(OHFWULFDO&RQGXFWRUV 6DIHW\7UDLQLQJDQG&RPPXQLFDWLRQ (PHUJHQF\5HVSRQVHDQG$FFLGHQW5HSRUWLQJ

4.0 TRACK OCCUPANCY AND WORK WINDOWS .............................................. 16 'HVFULSWLRQRI/RFDWLRQDQG7UDIILF &RRUGLQDWLRQZLWK5DLO7UDIILF :RUN:LQGRZVDQG7UDFN$FFHVV 5HTXHVWLQJ:RUN:LQGRZV
3URMHFW6SHFLILF:RUN:LQGRZV ([WUDRUGLQDU\:RUN 7UDFN%DFN,Q6HUYLFH 6&55$6HUYLFH,PSDFWVDQG'DPDJHV

5.0 CONSTRUCTION ............................................................................................. 23 'HPROLWLRQDQG5HPRYDO 6WRUDJHRI0DWHULDOVDQG(TXLSPHQW ([FDYDWLRQDQG%DFNILOO 6KRULQJDQG6XSSRUWRI([FDYDWLRQ 'ULOOLQJDQG3LOH'ULYLQJ %RULQJDQG-DFNLQJ 7HPSRUDU\6WUXFWXUHV +RLVWLQJ2SHUDWLRQV
&OHDUDQFHV 7HPSRUDU\9HKLFXODU7UDIILF&RQWURO 3HUIRUPDQFH%RQG 279
""1ETRCJLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP LL
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

6.0 UTILITIES ......................................................................................................... 32 3URWHFWLRQRI8QGHUJURXQG)DFLOLWLHV

7.0 HAZARDOUS AND CONTAMINATED MATERIALS ....................................... 34 'LVFKDUJH 1RWLILFDWLRQ&RQWURODQG'LVSRVDO

8.0 INSPECTION AND OBSERVATION ................................................................. 34 6LWH,QVSHFWLRQVE\6&55$DQG2WKHUV 6&55$(IILFLHQF\7HVWLQJ 6FRSHRI,QVSHFWLRQVDQG2EVHUYDWLRQV

9.0 CLEANING AND RESTORATION .................................................................... 35

&OHDQLQJRI5LJKWRI:D\

EXHIBITS
([KLELW$ 6LWH6SHFLILF:RUN3ODQ
66:3
6FRSHRI66:3
([KLELW% 6LWH6SHFLILF:RUN3ODQ
66:3
&KHFNOLVW ([KLELW& &RQVWUXFWLRQ6XEPLWWDO&KHFNOLVW ([KLELW' 6DPSOH6LWH6SHFLILF:RUN:LQGRZ 280
""1ETRCJLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

1.0 GENERAL

1.1 Purpose
$ 7KH UXOHV DQG UHTXLUHPHQWV DUH DGRSWHG WR SURWHFW WKH 6RXWKHUQ &DOLIRUQLD 5HJLRQDO 5DLO $XWKRULW\¶V
6&55$
RSHUDWLRQV LQFOXGLQJ WKH SURSHU PDQQHU RI
SURWHFWLQJWKHWUDFNV VLJQDOVILEHU RSWLF FDEOHV SLSH OLQHV RWKHU 5LJKWRI:D\ DQG WHQDQWV RU OLFHQVHHV XSRQ DGMDFHQW WR DFURVV XQGHU DQGRU RYHU
DQG
DORQJ6&55$DQG0HPEHU$JHQF\5LJKWRI:D\GXULQJWKHFRQVWUXFWLRQDQGRU PDLQWHQDQFHDFWLYLWLHVRQRUDGMDFHQWWRWKH5LJKWRI:D\ % 7KH LQIRUPDWLRQ LQ WKLV GRFXPHQW LV LQWHQGHG WR LPSURYH FRPPXQLFDWLRQ DQG FRRSHUDWLRQ RQ FRQVWUXFWLRQ DQG LPSURYHPHQW SURMHFWV WKDW PD\ LQYROYH WKH UDLOURDG 5LJKWRI:D\ 7KH JRDO RI 6&55$ LV WKH IDFLOLWDWLRQ RI D VDIH ZRUN HQYLURQPHQWIRULWVHPSOR\HHV&RQWUDFWRU¶VHPSOR\HHVDQGIRUWKHSXEOLF & 6&55$PXVW JLYH FDUHIXO FRQVLGHUDWLRQWR DQ\WKLQJWKDW FRXOG DGYHUVHO\ DIIHFW FXVWRPHUVHUYLFHIXQGLQJVKRUWIDOOVIRUWKHVHUYLFHVSURYLGHGE\6&55$IRUXVH RIUDLOURDG5LJKWRI:D\DQGULVNWRUDLOURDGRSHUDWLRQ

1.2 Definitions
&RQWUDFWRU &RQWUDFWRU LV DQ LQGLYLGXDO ILUP WKLUG SDUW\ SDUWQHUVKLS RU FRUSRUDWLRQ RU FRPELQDWLRQ WKHUHRI SULYDWH PXQLFLSDO RU SXEOLF LQFOXGLQJ MRLQW YHQWXUHV UHWDLQHG E\ 6&55$ RU DQRWKHU SXEOLF HQWLW\WRSURYLGHFRQVWUXFWLRQRUPDLQWHQDQFHVHUYLFHVZKLFKPD\ LPSDFW 5LJKWRI:D\ DQG ZKR LV UHIHUUHG WR WKURXJKRXW WKLV GRFXPHQWE\VLQJXODUQXPEHUDQGPDVFXOLQHJHQGHU
0HPEHU$JHQF\ 7KH FRXQW\ WUDQVSRUWDWLRQ DJHQF\ ZKRVH SURSHUW\ LV GLUHFWO\ DIIHFWHG E\ WKH 3URMHFW 6&55$ 0HPEHU $JHQFLHV LQFOXGH WKH
/RV$QJHOHV0HWURSROLWDQ7UDQVSRUWDWLRQ$XWKRULW\
0(752
WKH
2UDQJH &RXQW\ 7UDQVSRUWDWLRQ $XWKRULW\
2&7$
WKH 5LYHUVLGH
&RXQW\ 7UDQVSRUWDWLRQ &RPPLVVLRQ
5&7&
WKH 6DQ %HUQDUGLQR
$VVRFLDWHG *RYHUQPHQWV
6$1%$*
DQG WKH 9HQWXUD &RXQW\
7UDQVSRUWDWLRQ&RPPLVVLRQ
9&7&

2SHUDWLQJ(QYHORSH $Q LPDJLQDU\ OLQHPHDVXUHG IHHW KRUL]RQWDOO\IURPWKH UDLO RQ WKHWUDFNRQZKLFKWUDLQVRU ³RQWUDFN´HTXLSPHQWRSHUDWHRUPD\ SRWHQWLDOO\ RSHUDWH 7KH 2SHUDWLQJ (QYHORSH DOVR LQFOXGHV WKH ZLGWK DQG OHQJWK RI DQ\ DFWLYH VWDWLRQ SODWIRUP 7KLV LPDJLQDU\ SDLURIOLQHVZKLFKGHILQHWKHRXWVLGHERXQGDULHVRIWKH2SHUDWLQJ (QYHORSHH[WHQGYHUWLFDOO\XSDQGGRZQLQILQLWHO\
2SHUDWLQJ6\VWHP ,QFOXGHV EXW LV QRW OLPLWHG WR WKH WUDFNV RQ ZKLFK WUDLQV DQG RQ WUDFN HTXLSPHQW RSHUDWH RU PD\ SRWHQWLDOO\ RSHUDWH DQG LQ DGGLWLRQ DQ\ IDFLOLWLHV FORVHO\ UHODWHG WR WKH RSHUDWLRQ RI WKH UDLOURDG V\VWHP LQFOXGLQJ VLJQDO DQG FRPPXQLFDWLRQ PDVWV EULGJHV SROHV FDEOHV DQG KRXVHV WUDFN EULGJHV WXQQHOV FXOYHUWVJUDGHFURVVLQJVDQGVWDWLRQSODWIRUPV´
281
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ 3URMHFW 7KH ZRUN
SURGXFWV PDWHULDOV IDFLOLWLHV DQG LPSURYHPHQWV DV UHTXLUHGE\WKHFRQWUDFW
WREHSHUIRUPHGSXUVXDQWWRWKHFRQWUDFW
GRFXPHQWV
3XEOLF$JHQF\ 3XEOLF$JHQF\ LVGHILQHGWRPHDQ
L
WKHIHGHUDOJRYHUQPHQWDQG
DQ\ DJHQFLHV GHSDUWPHQWV RU VXEGLYLVLRQV WKHUHRI DQG LL
WKH
6WDWHRI&DOLIRUQLDRUDQ\RWKHUVWDWHDQGDQ\3XEOLF$JHQF\FLW\ FLW\ DQG 3XEOLF $JHQF\ GLVWULFW SXEOLF DXWKRULW\ 3XEOLF $JHQF\ MRLQW SRZHUV PXQLFLSDO FRUSRUDWLRQ RU DQ\ RWKHU SROLWLFDO VXEGLYLVLRQRUSXEOLFFRUSRUDWLRQWKHUHLQ
5LJKWRI:D\ 5LJKWRI:D\ LV GHILQHG KHUHLQWRPHDQWKH UHDO DQGRU SHUVRQDO SURSHUW\RI6&55$RU0HPEHU$JHQF\
V

6&55$ 6RXWKHUQ &DOLIRUQLD 5HJLRQDO 5DLO $XWKRULW\ 6&55$
LV D ILYH
FRXQW\MRLQWSRZHUVDXWKRULW\FUHDWHGSXUVXDQWWR&DOLIRUQLD3XEOLF 8WLOLWLHV &RGH 6HFWLRQ DQG &DOLIRUQLD *RYHUQPHQW &RGH 6HFWLRQV HW VHT WR EXLOG DQG RSHUDWH WKH ³0(752/,1.´ FRPPXWHU WUDLQ V\VWHP 7KH ILYHFRXQW\ PHPEHU DJHQFLHV DUH
/RV $QJHOHV &RXQW\ 0HWURSROLWDQ 7UDQVSRUWDWLRQ $XWKRULW\

³0(752´
9HQWXUD &RXQW\ 7UDQVSRUWDWLRQ &RPPLVVLRQ2UDQJH
&RXQW\ 7UDQVSRUWDWLRQ $XWKRULW\ 6DQ %HUQDUGLQR $VVRFLDWHG *RYHUQPHQWV DQG5LYHUVLGH&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ 6&55$EXLOGVRSHUDWHVDQGPDLQWDLQVDFRPPXWHUUDLOV\VWHPLQ WKH ILYHFRXQW\ DUHD RQ UDLO ULJKWVRIZD\ RZQHG E\ WKH PHPEHU DJHQFLHV
66:3 6LWH6SHFLILF:RUN3ODQ
66:3
LVDSURJUDPSODQDQGVFKHGXOH
SUHSDUHG DQG VXEPLWWHG E\ WKH &RQWUDFWRU DQG DSSURYHG E\ 6&55$ WKDW DFFXUDWHO\ GHVFULEHV DQG LOOXVWUDWHV WKH PDQQHU LQ ZKLFK ZRUN ZLWKLQ WKH 5LJKWRI:D\ ZLOO EH DFFRPSOLVKHG WKH
LPSDFWVRQDQ\HOHPHQWVRIWKH5LJKWRI:D\6&55$RSHUDWLRQV 6&55$ IDFLOLWLHV
DQG WKH PDQQHU LQ ZKLFK ZRUN ZLOO EH
DFFRPSOLVKHGZLWK6&55$DOORWWHGZRUNZLQGRZV

1.3 Acronyms
7KHIROORZLQJDFURQ\PVDUHXVHGLQWKLVGRFXPHQW

$$6+72 $PHULFDQ $VVRFLDWLRQ RI 6WDWH +LJKZD\ DQG 7UDQVSRUWDWLRQ2IILFLDOV
$16, $PHULFDQ1DWLRQDO6WDQGDUGV,QVWLWXWH
$PHULFDQ3XEOLF:RUNV$VVRFLDWLRQ
$5(0$ $PHULFDQ5DLOZD\(QJLQHHULQJDQG0DLQWHQDQFHRI :D\$VVRFLDWLRQ
$670 $PHULFDQ6RFLHW\IRU7HVWLQJDQG0DWHULDOV
%16) %XUOLQJWRQ1RUWKHUQ 6DQWD)H5DLOZD\
&DOWUDQV &DOLIRUQLD'HSDUWPHQWRI7UDQVSRUWDWLRQ
282
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ &38& &DOLIRUQLD3XEOLF8WLOLWLHV&RPPLVVLRQ
'2& 'LVSDWFKDQG2SHUDWLRQV&HQWHU
(,& (PSOR\HH,Q&KDUJH
)5$ )HGHUDO5DLOZD\$GPLQLVWUDWLRQ
0(752 /RV $QJHOHV &RXQW\ 0HWURSROLWDQ 7UDQVSRUWDWLRQ $XWKRULW\
087&' 0DQXDORI8QLIRUP7UDIILF&RQWURO'HYLFHV
2&7$ 2UDQJH&RXQW\7UDQVSRUWDWLRQ$XWKRULW\
26+$ 2FFXSDWLRQDO6DIHW\DQG+HDOWK$GPLQLVWUDWLRQ
33( 3HUVRQQHO3URWHFWLYH(TXLSPHQW
37& 3RVLWLYH7UDLQ&RQWURO
5&7& 5LYHUVLGH&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
6$1%$* 6DQ%HUQDUGLQR$VVRFLDWHG*RYHUQPHQWV
6&55$ 6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
66:3 6LWH6SHFLILF:RUN3ODQ
8355 8QLRQ3DFLILF5DLOURDG
9&7& 9HQWXUD&RXQW\7UDQVSRUWDWLRQ&RPPLVVLRQ
:$7&+ :RUN$UHD7UDIILF&RQWURO+DQGERRN

1.4 General Requirements of the Contractor
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
% 7KH&RQWUDFWRUDQGLWVVXEFRQWUDFWRUVRIDQ\WLHU FROOHFWLYHO\UHIHUUHGWRDVWKH
&RQWUDFWRU
PXVW FRRUGLQDWH LWV ZRUN ZLWK 6&55$ GXULQJ FRQVWUXFWLRQ RI WKH 3URMHFWZKHQDQ\RIWKHIROORZLQJFRQGLWLRQVDUHSUHVHQW
:KHUHZRUNLVSHUIRUPHGRQWKH5LJKWRI:D\RI6&55$
:KHQWKHZRUNLVRYHURUXQGHURUDGMDFHQWWRWKHWUDFNVRI6&55$
:KHQ H[FDYDWLRQV DUH SHUIRUPHG ZLWKLQ IHHW RI WKH FHQWHUOLQH RI WKH QHDUHVWWUDFN
RU
:KHQWKHZRUNKDVWKHSRWHQWLDOWRIRXO

REVWUXFW
DQ\WUDFNRUUHGXFHDQ\
FOHDUDQFHEHORZWKHDOORZDEOHPLQLPXP
& 7KH&RQWUDFWRUPD\QRWPRYHUHORFDWHUHPRYHREVWUXFWRURWKHUZLVHLQWHUIHUH ZLWKDQ\UDLOURDGWUDFNVVLJQDOVFDEOHVVLJQVIODJVRURWKHUUDLOURDGIDFLOLWLHVRU DQ\ VHUYLFH RU FRQQHFWLRQ WR DQ\ UDLOURDG IDFLOLW\ $OO ZRUN RQ 6&55$ WUDFNV VLJQDOV FRPPXQLFDWLRQ HTXLSPHQW DQG RWKHU UDLOURDG IDFLOLWLHV PXVW EH SHUIRUPHGE\6&55$
' 7KH&RQWUDFWRU
V DELOLW\WR HQWHU 5LJKWRI:D\ LV VXEMHFWWRWKH DEVROXWH ULJKWRI 283
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ 6&55$WR FDXVHWKH&RQWUDFWRU
VZRUNRQ5LJKWRI:D\WR FHDVHLILQWKH VROH
RSLQLRQRI6&55$WKH&RQWUDFWRU
VDFWLYLWLHVFUHDWHDKD]DUGWR5LJKWRI:D\RU
6&55$HPSOR\HHVRU6&55$RSHUDWLRQVRUDQ\FRPELQDWLRQWKHUHRI ( 7KH &RQWUDFWRU VKDOO LQIRUP LWVHOI RI WKH H[SHFWHG WUDLQ PRYHPHQWV RYHU WKH WUDFNVLQWKHYLFLQLW\RIWKHZRUNSULRUWRGHYHORSLQJLWVSODQVIRUDQ\SRUWLRQRIWKH ZRUN7KH&RQWUDFWRUPXVWSODQVFKHGXOHDQGFRQGXFWDOOZRUNDFWLYLWLHVVRDV QRWWRLQWHUIHUHZLWKWKHPRYHPHQWRIDQ\WUDLQV
) 7KH&RQWUDFWRU VKDOOREWDLQSHUPLVVLRQLQZULWLQJIURP6&55$IRUPRYHPHQWRI HTXLSPHQW RQ WUDFN RU DFURVV WUDFNV DW ORFDWLRQV RWKHU WKDQ SXEOLF FURVVLQJV 6XFKSHUPLVVLRQPD\QRWQHFHVVDULO\EHJUDQWHG,ILWLVJUDQWHGWKH&RQWUDFWRU VKDOOFRPSO\ZLWKDQ\FRQGLWLRQUHTXLUHGVXFKDVEXWQRWOLPLWHGWRWKHEULGJLQJ RI UDLO DQG SURWHFWLRQ RIEDOODVW VHFWLRQ'DPDJHVWRWKHWUDFN VWUXFWXUHZLOO EH UHSDLUHGDWWKH&RQWUDFWRU¶VVROHH[SHQVH
* 7KH &RQWUDFWRU VKDOO SHUIRUP QR ZRUN RQ 5LJKWRI:D\ XQWLO DOO LWV HPSOR\HHV LQFOXGLQJ VXEFRQWUDFWRUV RI DQ\ WLHU KDYH DWWHQGHG DQG SDVVHG WKH VDIHW\ RULHQWDWLRQ FODVV GHVFULEHG LQ 6&55$ )RUP ³7HPSRUDU\ 5LJKWRI(QWU\ $JUHHPHQW´
+ 7KH&RQWUDFWRU VKDOODGHTXDWHO\ VXSHUYLVHDOOZRUNSHUIRUPHGE\LWVHPSOR\HHV DQG6XEFRQWUDFWRUV6XEFRQWUDFWRUVRIDQ\WLHUVXSSOLHUVRZQHURSHUDWRUVDQG LQYLWHHVRIWKH&RQWUDFWRUDUHQRWUHFRJQL]HGDVVXFKE\6&55$DQGDUHWREH FRQVLGHUHG DV HPSOR\HHV RIWKH &RQWUDFWRUIRUWKH SXUSRVH RI FDUU\LQJ RXWWKH &RQWUDFWRU¶VREOLJDWLRQVZKLOHZRUNLQJRQRYHURUDGMDFHQWWR5LJKWRI:D\

1.5 Submittals
$ :KHQHYHU ZRUN LV SHUIRUPHG ZLWKLQ WKH YLFLQLW\ RI 5LJKWRI:D\ RU ZKHQ ZRUN PD\DIIHFWWKHRSHUDWLRQRUVDIHW\RIWUDLQVRUIRUWHPSRUDU\RUVKRUWWHUPXVHVRI 5LJKWRI:D\ DSSURSULDWH ULJKWRIHQWU\ DJUHHPHQWV DQG WKH PHWKRG RI SHUIRUPLQJ WKH ZRUN VKDOO ILUVW EH VXEPLWWHG WR 6&55$ 5HSUHVHQWDWLYH IRU DSSURYDO 6&55$ )RUP 1R ³$JUHHPHQWIRU 0RYLQJ 2YHUVL]HG /RDGV 2YHU +LJKZD\5DLO*UDGH&URVVLQJV´IRUWKHPRYHPHQWRIRYHUVL]H YHKLFOHVRYHUWKH

FURVVLQJV
6&55$ )RUP1R ³,QGHPQLILFDWLRQ DQG $VVXPSWLRQ RI /LDELOLW\ $JUHHPHQW´IRUWHPSRUDU\XVHVRIULJKWVRIZD\
VXFKDVVXUYH\LQJDFWLYLWLHVDQG
VKDOORZJHRWHFKQLFDOLQYHVWLJDWLRQV

DQG6&55$)RUP1R³7HPSRUDU\5LJKW
RI(QWU\ $JUHHPHQW´ IRU SURMHFWV LQYROYLQJ FRQVWUXFWLRQ VKDOO EH VXEPLWWHG WR 6&55$IRUUHYLHZDQGDSSURYDO
% 66:3

$OOZRUNZLWKWKHSRWHQWLDOWRLPSHGHWKHQRUPDOIXQFWLRQLQJRIDQ\SDUWRI WKH2SHUDWLQJ6\VWHPVKDOOLQFOXGHDGHWDLOHG66:3¶VVKRZLQJVFKHGXOH RI HYHQWV LQGLFDWLQJ WKH H[SHFWHG KRXUO\ SURJUHVV RI HDFK DFWLYLW\ WKDW KDVGXUDWLRQRIRQHKRXURUORQJHU7KHVFKHGXOHVKDOOLQFOXGHDWLPHDW ZKLFK HDFK DFWLYLW\ SODQQHG XQGHU WKH 66:3 DQG WKH UHTXHVWHG :RUN :LQGRZ ZLOO EH FRPSOHWHG DQGWKHWRWDO GXUDWLRQ RI DOOWKH FRQVWUXFWLRQ 284
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ DFWLYLWLHV VKDOO EH OHVV WKDQ WKH DSSURYHG:RUN:LQGRZ )DLOXUH RI WKH &RQWUDFWRUWRFRPSOHWHWKHVFKHGXOHGDFWLYLWLHVE\WKHSODQQHGWLPHRUWR SXW LQ SODFH DQ DSSURYHG FRQWLQJHQF\ SODQ PD\ DGYHUVHO\ DIIHFW WKH RSHUDWLRQVRIVFKHGXOHGWUDLQV
7KH&RQWUDFWRUVKDOOUHIHUWR6&55$¶V6LWH6SHFLILF:RUN3ODQ6FRSHRI 66:3
([KLELW$
SULRUWRVXEPLWWLQJ66:37KH&RQWUDFWRUVKDOOVXEPLW 6&55$¶V66:3&KHFNOLVW
([KLELW%

7KH66:3VKDOOLQFOXGHDWPLQLPXPWKHLQIRUPDWLRQVSHFLILHGEHORZ D 7KH 66:3 VKDOO LQFOXGH VFRSH EULHI VFKHGXOH ORFDWLRQ HTXLSPHQWV PDWHULDO DQG VWDJLQJ VFKHGXOH KDXO URXWHV VDIHW\ SODQ FRQWLQJHQF\ SODQ ZRUNVLWH UHSUHVHQWDWLYH HPHUJHQF\ UHVSRQVH SODQ H[FDYDWLRQ SODQ ERULQJ DQG MDFNLQJ SODQ GULOOLQJ DQGSLOHGULYLQJSODQIDOVHZRUNSODQDQGWHPSRUDU\WUDIILFFRQWURO SODQ
E $OODFWLYLWLHVQHFHVVDU\WRSHUIRUPFRQVWUXFWLRQDFWLYLWLHVZLWKLQWKH 2SHUDWLQJ (QYHORSH LQFOXGLQJ XVH RI VWDWLRQV WUDFNV VLJQDOV SURSRVHGVWRUDJHDUHDVDQGDQ\RWKHUUDLOURDGIDFLOLW\ F $ GHVFULSWLRQ RI DQ\ SURSRVHG FKDQJHV LQWKH2SHUDWLQJ6\VWHP EHWZHHQ VWDUW DQG ILQLVK RI WKH ZRUN LQFOXGLQJ DQ\ UHTXHVWHG :RUN:LQGRZV
G $VFKHGXOHRIWKHZRUNVKRZLQJHDFKDFWLYLW\DQGZKHUHDQGKRZ LW DIIHFWV QRUPDO RSHUDWLRQ RI WKH 2SHUDWLQJ 6\VWHP 7KLV VFKHGXOH VKDOO LQWHJUDWH DQG DOORZIRUWKH QHFHVVDU\ ZRUN RIWKH 6LJQDO DQG &RPPXQLFDWLRQIRUFHV(DFK DFWLYLW\ LQWKH SODQ VKDOO LQFOXGH DOO ODERU PDWHULDOV DQG HTXLSPHQW UHTXLUHG WR FRPSOHWH WKH DFWLYLW\ ZLWKLQ 6&55$ DOORWWHG WLPH SHULRG 7KH &RQWUDFWRU VKDOO LGHQWLI\ RQ WKH VFKHGXOH DOO 6&55$ IXUQLVKHG ODERU HTXLSPHQWDQGPDWHULDOV
H 7KH&RQWUDFWRUVKDOOKDYH6&55$DSSURYHGFRQWLQJHQF\SODQVIRU SXWWLQJ WKH 2SHUDWLQJ 6\VWHP EDFN LQ RSHUDWLRQ LQ FDVH RI DQ HPHUJHQF\ RU LQ FDVH WKH &RQWUDFWRU IDLOV WR SHUIRUP DQG FRPSOHWHWKHZRUNRQWLPH7KHFRQWLQJHQF\SODQVVKDOODGGUHVV WKHYDULRXVVWDJHVRIDFWLYLWLHVQHFHVVDU\WRUHVWRUHWKH6\VWHP I /LVW DOO RI WKH DSSURYHG SURSRVHG ZRUN SODQV WR EH SHUIRUPHG XQGHUWKH66:3DQGSURYLGHWKHQDPH
V
DQGQXPEHU
V
RIWKH
&RQWUDFWRU¶VVXSHUYLVRU
V
LQFKDUJHRIWKH66:3WDVNV
J 3ODQVVKRZLQJDOOWKHH[LVWLQJXQGHUJURXQGDQGRYHUKHDGXWLOLWLHV LQFOXGLQJ 6&55$¶V VLJQDO DQG FRPPXQLFDWLRQV FDEOHV ZKHQ WKH H[FDYDWLRQ ERULQJ DQG MDFNLQJ DQG GULOOLQJ SLOH GULYLQJ ZRUN LV ZLWKLQWZHQW\IHHWRIUDLOURDGWUDFNV7KHSODQVZLOOVKRZWKHDFWXDO ORFDWLRQVRIXWLOLWLHVEDVHGRQSRWKROLQJRSHUDWLRQ 285
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ 7KH66:3VPXVWEHRIVXIILFLHQWGHWDLOFODULW\DQGRUJDQL]DWLRQWRSHUPLW HDV\ UHYLHZ DQG DSSURYDO E\ 6&55$ EHIRUH WKH SURSRVHG ZRUN LV SHUIRUPHG7KH66:3VKDOOEHVXEPLWWHGDQGDSSURYHGSULRUWRVWDUWLQJ ZRUN 7KH &RQWUDFWRU VKDOO DQWLFLSDWH REWDLQLQJ DSSURYDOVIURP 6&55$ DVIROORZV

D $W OHDVW FDOHQGDU GD\V SULRU WR VWDUW RI WKH ZRUN ZLWKLQ WKH 2SHUDWLQJ (QYHORSH IRU ZRUN RWKHU WKDQ VLJQDO RU WKLUGSDUW\ DFWLYLW\
E $W OHDVW FDOHQGDU GD\V SULRU WR WKH VWDUW RI ZRUN IRU ZRUN LQYROYLQJVLJQDORUWKLUGSDUW\LQVWDOODWLRQ
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
& 7KH &RQWUDFWRU VKDOO SURYLGH D GHWDLOHG FRQVWUXFWLRQ VFKHGXOH WR 6&55$ IRU UHYLHZ DQG DSSURYDO SULRU WR FRPPHQFHPHQW RI ZRUN ZLWKLQ RU DGMDFHQW WR WKH 5LJKWRI:D\ 7KH &RQWUDFWRU VKDOO XVH DFWLYLW\ FRGHV WR LGHQWLI\ VSHFLILF DFWLYLWLHV WKDW LQYROYH ZRUN ZLWKLQ RU DGMDFHQW WR 5LJKWRI:D\ $FWLYLWLHV WKDW LQYROYH ZRUNLQJ ZLWKLQ UHGXFHG FOHDUDQFHV PXVW DOVR EH LGHQWLILHG E\ D XQLTXH DFWLYLW\FRGH7KLVVFKHGXOHVKDOOEHXSGDWHGIRUDOOFULWLFDOHYHQWVDVQHFHVVDU\ EXWQRWOHVVWKDQPRQWKO\VRWKDWVLWHYLVLWVPD\EHVFKHGXOHGDWWKHDSSURSULDWH WLPHV $ FRS\ RI HDFK VFKHGXOH XSGDWH VKDOO EH IXUQLVKHG WR 6&55$ 7KH &RQWUDFWRUVKDOODOVRIXUQLVK6&55$DWWKHEHJLQQLQJRIHDFKZHHNZLWKDORRN DKHDGVFKHGXOHSURMHFWLQJWKH&RQWUDFWRU¶VDFWLYLWLHVIRUWKUHHZHHNVLQDGYDQFH RIWKHZHHNLQZKLFKWKHORRNDKHDGVFKHGXOHLVLVVXHG ' )RUPDMRUFRQVWUXFWLRQSURMHFWVWKH&RQWUDFWRUVKDOOVXEPLWDVVRRQDVSRVVLEOH EXW QR ODWHU WKDQ ZRUNLQJ GD\V DIWHU D 1RWLFH WR 3URFHHG 173
ZLWK DQ\
SRUWLRQRIWKHZRUNIRU6&55$¶VUHYLHZDQGDSSURYDODGRFXPHQWFRQWUROSODQ 7KH GRFXPHQW FRQWURO SODQ VKDOO GHVFULEH DQG LOOXVWUDWH WKH SURFHVV LQFOXGLQJ
UROHVUHVSRQVLELOLWLHVDQGFRQWDFWLQIRUPDWLRQ
E\ZKLFKWKHILUPVDQGLQGLYLGXDOV
UHVSRQVLEOH IRU VXEPLWWLQJ UHYLHZLQJ DQG DSSURYLQJ DOO VXEPLWWDOV IURP WKH &RQWUDFWRU WR WKH ORFDO DJHQF\ ZLOO PDQDJH WKH IORZ RI VXEPLWWDOV DQG 286
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
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
( &RQVWUXFWLRQVXEPLWWDOVUHTXLULQJ6&55$DSSURYDODQG5HTXHVWVIRU,QIRUPDWLRQ

5),
UHTXLULQJ D UHSO\ IURP 6&55$ PXVW EH IRUZDUGHG WR WKH 3XEOLF $JHQF\ ZKR LQWXUQZLOOIRUZDUGWR6&55$5HSUHVHQWDWLYH8QOHVVZDLYHGE\6&55$ DOO VXEPLWWDOV PDGH WR 6&55$ PXVW EHDU DQ DSSURYDO VWDPS LQGLFDWLQJ WKH DFFHSWDQFHRIWKHVXEPLWWDOE\WKH3XEOLF$JHQF\DQGLQFOXGHDVWDWHPHQWWKDW WKH VXEPLWWDO FRQIRUPV WR WKH UHTXLUHPHQW DQG VWDQGDUGV RI 6&55$ LQFOXGHG ZLWKWKH&RQWUDFW:KHUH UHTXLUHGE\6&55$ UXOHVVWDQGDUGVJXLGHOLQHVDQG RWKHU UHTXLUHPHQWV WKH &RQWUDFWRU VKDOO VXEPLW SODQV FDOFXODWLRQV DQG RWKHU GRFXPHQWV SUHSDUHG XQGHUWKH GLUHFWLRQ RI D 5HJLVWHUHG3URIHVVLRQDO(QJLQHHU OLFHQVHGWRSUDFWLFHLQ&DOLIRUQLD
) 7KH&RQWUDFWRUVKDOOVXEPLWJHQHUDOLQVXUDQFHDQGUDLOURDGSURWHFWLYHLQVXUDQFH FHUWLILFDWHV WR 6&55$ DV D SDUW RI 6&55$ )RUP 1R ³7HPSRUDU\ 5LJKWRI (QWU\$JUHHPHQW´7KH&RQWUDFWRUVKDOOPDLQWDLQDOOLQVXUDQFHLQIXOOIRUFHGXULQJ WKH WLPH WKDW LWV ZRUN LV SHUIRUPHG RQ RU DGMDFHQW WR 5LJKWRI:D\ 6&55$ IRUPV PDQXDOV DQG JXLGHOLQHV DUH DYDLODEOH RQ LWV ZHEVLWH ZZZPHWUROLQNWUDLQVFRP
$ERXW8V(QJLQHHULQJDQG&RQVWUXFWLRQ

* 1R ZRUN VKDOO WDNH SODFH ZLWKLQ 5LJKWRI:D\ XQWLO DSSURSULDWH ULJKWRIHQWU\ DJUHHPHQW 66:3 VFKHGXOH DQG GRFXPHQW FRQWURO SODQ KDYH EHHQ UHYLHZHG DQGDSSURYHGE\6&55$,IDFKDQJHRFFXUVLQWKHSURFHVVLQYROYHPHQWRIILUP RU LQGLYLGXDOV QDPHG LQ WKH GRFXPHQW FRQWURO DQG 66:3 WKH &RQWUDFWRU VKDOO LPPHGLDWHO\UHYLVHWKHGRFXPHQWFRQWURODQG66:3DQGVXEPLWWKHFKDQJHVIRU DSSURYDO
+ 6&55$ VKDOO EH DOORZHG ZRUNLQJ GD\V IRU UHYLHZ RI DOO VXEPLWWDOV 8SRQ ZULWWHQDSSURYDOE\WKH3XEOLF$JHQF\WKH&RQWUDFWRUPD\PDNHWKHVXEPLWWDOV GLUHFWO\ WR 6&55$ 5HSUHVHQWDWLYH DQG WKH 3XEOLF $JHQF\ VLPXOWDQHRXVO\ +RZHYHU6&55$ZLOOQRWDSSURYHDQ\VXEPLWWDOIRUZKLFKWKHDSSURYDORI3XEOLF $JHQF\LV UHTXLUHGXQWLOWKH3XEOLF$JHQF\KDVILUVW UHYLHZHGDQGDSSURYHGWKH &RQWUDFWRU¶VVXEPLWWDO
, 6&55$
VUHYLHZDQGDSSURYDORIWKH3XEOLF$JHQF\
VRUWKH&RQWUDFWRU
VSODQVLQ
QR ZD\ UHOLHYHV WKH 3XEOLF $JHQF\ DQG &RQWUDFWRU IURP WKHLU UHVSRQVLELOLWLHV REOLJDWLRQV RU OLDELOLWLHV XQGHUWKH &RQWUDFW EHWZHHQWKH 3XEOLF $JHQF\ DQGWKH &RQWUDFWRU RU 6&55$ )RUP ³7HPSRUDU\ 5LJKWRI(QWU\ $JUHHPHQW´ 6&55$
VUHYLHZDQGDSSURYDOZLOOEHJLYHQZLWKWKHXQGHUVWDQGLQJWKDW6&55$ PDNHV QR UHSUHVHQWDWLRQV RU ZDUUDQW\ DV WR WKH YDOLGLW\ DFFXUDF\ OHJDO FRPSOLDQFH RU FRPSOHWHQHVV RI WKH GHVLJQV SUHSDUHG E\ 3XEOLF $JHQF\ RU WKH &RQWUDFWRU DQG WKDW DQ\ UHOLDQFH E\ WKH 3XEOLF $JHQF\ RU WKH &RQWUDFWRU ZLWK UHVSHFWWRVXFKGHVLJQVLVDWWKHULVNRIWKH3XEOLF$JHQF\DQGWKH&RQWUDFWRU 287
""'1ETRCJLI ....... I<.

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

1.6 Reimbursement of Costs and Expenditures
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¶V 6FKHGXOH RI )HHV 7KLVWDEOHLVDYDLODEOHRQ6&55$¶VZHEVLWH7KHGLUHFWOLQNWRWKH6FKHGXOHRI )HHVLVDVVKRZQEHORZ
KWWS
ZZZPHWUROLQNWUDLQVFRPSGIV(QJLQHHULQJ&RQVWUXFWLRQ6&55$B52(B6FK HGXOHBRIB)HHVBSGI

& 6&55$ZLOOSURYLGHWKHFRVWRIDOO6&55$VHUYLFHVEDVHGRQ&RQWUDFWRU¶VLQSXW 3ULRU WR FRPPHQFHPHQW RI ZRUN WKH &RQWUDFWRU VKDOO SURYLGH GHSRVLW UHSUHVHQWLQJ WKH HVWLPDWHG H[SHQVH WR EH LQFXUUHG E\ 6&55$ DQG 0HPEHU $JHQF\ LQ FRQQHFWLRQ ZLWK VDLG ZRUN $V WKH ZRUN SURJUHVVHV 6&55$ PD\ UHTXLUHDGGLWLRQDOSURJUHVVSD\PHQWVDVWKHVFRSHRIZRUNFKDQJHVRUEHFRPHV FOHDUHU 6&55$ PD\ GLVFRQWLQXH VHUYLFHV WR &RQWUDFWRU SHQGLQJ UHFHLSW RI SURJUHVV SD\PHQWV 7KH GHSRVLW DQG SURJUHVV SD\PHQWV VKDOO EH DSSOLHG WR 6&55$
VDQG0HPEHU$JHQF\
VDFWXDOFRVWVDQGH[SHQGLWXUHV7KH&RQWUDFWRU
VKDOO EH UHVSRQVLEOH WR SD\ DQ\ DPRXQW H[FHHGLQJ WKH DERYH SD\PHQWV XSRQ UHFHLSWRIQRWLFHRULQYRLFHE\6&55$

2.0 SCRRA SAFETY SERVICES

2.1 SCRRA Employee-In-Charge (EIC)
$ :RUN LQ WKH SUR[LPLW\ RI UDLOZD\ WUDFN
V
LV SRWHQWLDOO\ KD]DUGRXV ZKHUH
PRYHPHQW RIWUDLQV DQG HTXLSPHQW FDQ RFFXU DW DQ\WLPH DQG LQ DQ\ GLUHFWLRQ $OO ZRUN SHUIRUPHG E\WKH &RQWUDFWRU ZLWKLQ RU DGMDFHQWWRWKH 5LJKWRI:D\ RI 6&55$ PXVW EH LQ FRPSOLDQFH ZLWK WKLV )RUP DQG WKH UHTXLUHPHQWV RI 6&55$)RUP³7HPSRUDU\5LJKWRI(QWU\$JUHHPHQW´
% 6&55$(PSOR\HHLQ&KDUJH
(,&
LVUHVSRQVLEOHIRURQWUDFNVDIHW\DQ\WLPHWKDW
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
& 7KH(,&ZLOOSURYLGHMREEULHILQJVDQGVDIHW\SURWHFWLRQWRDVVXUHWKHFRQWUDFWRUD 288
""'1ETRCJLI ....... I<.

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP

5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ VDIHZRUNHQYLURQPHQWDQGWKHVDIHSDVVDJHRIWUDLQV7KH(,&ZLOOFRQGXFWMRE EULHILQJVDWWKHVWDUWRIHYHU\ZRUNVKLIWDQGHYHU\FKDQJHRIFRQGLWLRQVDIIHFWLQJ URDGZD\ ZRUNHU VDIHW\ GXULQJ D ZRUN VKLIW 7KH (,& KDV WKH DXWKRULW\ WR WHPSRUDULO\ RU SHUPDQHQWO\ KDOW ZRUN RU WR WHPSRUDULO\ RU SHUPDQHQWO\ UHPRYH HPSOR\HHVRIWKH&RQWUDFWRUIURPWKH5LJKWRI:D\LQRUGHUWRDVVXUHWKHZRUNLV FRQGXFWHGVDIHO\7KH&RQWUDFWRUV¶HPSOR\HHVPXVWFRPSO\LPPHGLDWHO\ZLWKDOO LQVWUXFWLRQV RI WKH (,& LQYROYLQJ ZRUN ZLWKLQ RU DIIHFWLQJ WKH 5LJKWRI:D\ RI 6&55$

2.2 Right to Challenge Sufficiency on On-Track Safety
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
% ,IWKH&RQWUDFWRUGLVDJUHHVZLWKDQ\LQVWUXFWLRQVIURPWKH(,&WKHFRQWUDFWRUDQG FRQWUDFWRUHPSOR\HHVPXVWLPPHGLDWHO\FOHDUWKHWUDFNVWRDVDIHORFDWLRQ$IWHU HPSOR\HHVDUHFOHDURIWUDFNVWKHFRQWUDFWRUPD\FRQWDFWWKH(,&¶VVXSHUYLVRUWR UHVROYHDQ\GLVDJUHHPHQWRYHUWKHLQVWUXFWLRQSURYLGHG

2.3 Work Requiring Protection of Track and Operations
$ 7KH &RQWUDFWRU PXVW UHTXHVW DQG DUUDQJH IRU DQ (,& LQVSHFWRU RU RWKHU SURWHFWLYHVHUYLFHVIURP6&55$IRUWKHIROORZLQJFRQGLWLRQV
:KHQ WKH &RQWUDFWRU
V ZRUN DFWLYLWLHV DUH ZLWKLQ WKH 5LJKWRI:D\ RI 6&55$
:KHQWKH&RQWUDFWRU
VZRUNDFWLYLWLHVDUHORFDWHGRYHURUXQGHUDWUDFNRU WUDFNV
:KHQFUDQHVSLOHGULYHUVGULOOULJVFRQFUHWHSXPSVRUVLPLODUHTXLSPHQW SRVLWLRQHGRXWVLGHRIWKH5LJKWRI:D\FRXOGIRXOWKHWUDFNLQWKHHYHQWRI WLSRYHURURWKHUFDWDVWURSKLFRFFXUUHQFH
:KHQ LQ WKH RSLQLRQ RI 6&55$ LW LV QHFHVVDU\ WR VDIHJXDUG WKH HPSOR\HHVWUDLQVHQJLQHVDQGIDFLOLWLHVRI6&55$
:KHQDQ\H[FDYDWLRQLVSHUIRUPHGEHORZWKHHOHYDWLRQRIWKHWUDFNVXE JUDGHRUWUDFNRURWKHUUDLOURDGIDFLOLWLHVPD\EHVXEMHFWWRPRYHPHQWRU VHWWOHPHQW
:KHQ ZRUN LQ DQ\ ZD\ LQWHUIHUHV ZLWK WKH VDIH RSHUDWLRQ RI WUDLQV DW WLPHWDEOHVSHHGV
:KHQ DQ\ KD]DUG LV SUHVHQWHGWR UDLOZD\WUDFN FRPPXQLFDWLRQV VLJQDO HOHFWULFDORURWKHUIDFLOLWLHVHLWKHUGXHWRSHUVRQVPDWHULDOHTXLSPHQWRU EODVWLQJLQWKHYLFLQLW\
:KHQFOHDULQJJUXEELQJJUDGLQJRUEODVWLQJLVLQSUR[LPLW\WRWKH5LJKW RI:D\ZKLFK LQWKH RSLQLRQ RI6&55$ RU UHSUHVHQWDWLYH RI DQ6&55$ 289
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ PHPEHUDJHQF\PD\HQGDQJHUWKH5LJKWRI:D\RURSHUDWLRQV

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³)RUP%´ SURWHFWLRQWKH KRXUV LQFOXGHV KRXUV RIWKH &RQWUDFWRU ZRUN DQG WZR

KRXUVWR LQVWDOO DQG UHPRYH)RUP%IODJV7KH &RQWUDFWRU VKDOO QRW EH DOORZHGWRZRUNZLWKLQWKH2SHUDWLQJ(QYHORSHGXULQJWKHKRXUIODJLQVWDOODWLRQ DQGUHPRYDO7KHPLQLPXPVKLIWGXUDWLRQIRUIODJJLQJVHUYLFHVLVIRXU
KRXUV,I
WKH&RQWUDFWRUGHVLUHVWRSHUIRUPDFWLYLWLHVUHTXLULQJDQ(,&WKDWDUHORQJHUWKDQ KRXUV¶GXUDWLRQWKHQWKH&RQWUDFWRUVKDOOFRRUGLQDWHZLWK6&55$WRVFKHGXOH PXOWLSOH(,&VIRUVDLG:RUN
& 7KHHVWLPDWHGFRVWIRURQH

(,&LVIRUDQHLJKW

KRXUEDVLFGD\SOXV
WZRKRXUVRIRYHUWLPH
KRXUVWRWDO
7KHHVWLPDWHGFRVWIRUHDFK(,&LQFOXGHV
YDFDWLRQDOORZDQFHSDLGKROLGD\V UDLOURDGDQGXQHPSOR\PHQWLQVXUDQFHSXEOLF OLDELOLW\ DQG SURSHUW\ GDPDJH LQVXUDQFH KHDOWK DQG ZHOIDUH EHQHILWV WUDQVSRUWDWLRQPHDOVORGJLQJDQGVXSHUYLVLRQ+RZHYHUWKHUDWHIRUDQ(,&LQ HIIHFWDWWKHWLPHRISHUIRUPDQFHRIWKHZRUNE\WKH&RQWUDFWRUKHUHXQGHUZLOOEH XVHG WR FDOFXODWH WKH DFWXDO FRVWV RI WKH VHUYLFHV RI DQ (,& SXUVXDQW WR WKLV SDUDJUDSK%LOOLQJZLOOEHRQDQDFWXDOFRVWEDVLV
' 7KH&RQWUDFWRUVKDOOFDOOWKHSKRQHQXPEHUSURYLGHGZLWKWKHH[HFXWHGFRS\RI 6&55$DJUHHPHQWDPLQLPXPRIZRUNLQJGD\VLQDGYDQFHRIWKHGDWHWKDW VHUYLFHV RI DQ (,& ZLOO EH UHTXLUHG $Q (,& ZLOO QRW EH VFKHGXOHG XQWLO WKH &RQWUDFWRU KDV H[HFXWHG 6&55$ DJUHHPHQW DQG WKH &RQWUDFWRU KDV DWWHQGHG WKHUHTXLUHGVDIHW\WUDLQLQJ

3.0 CONTRACTOR SAFETY REQUIREMENTS

3.1 Contractor General Safety Requirements
$ 7KH &RQWUDFWRU VKDOO FRPSO\ ZLWKWKH SURYLVLRQV RI DOO ORFDO6WDWH DQG)HGHUDO

UHJXODWLRQV
ZLWK DOO DSSOLFDEOH 6SHFLILFDWLRQV VWDQGDUGV DQG UHFRPPHQGHG

SUDFWLFHV
DQG ZLWK 6&55$ SROLFLHV SURFHGXUHV DQG UHTXLUHPHQWV:KHUH WKH 6WDWH DQG )HGHUDO UHJXODWLRQV KDYH GLIIHULQJ UHTXLUHPHQWVWKH&RQWUDFWRU VKDOO FRPSO\ZLWKWKDWZKLFKLVPRUHVWULQJHQW
% 6DIHW\ WDNHV SUHFHGHQFH RYHU GHDGOLQHV SURGXFWLRQ VFKHGXOHV DQG DOO RWKHU FRQVLGHUDWLRQV:KHQXQFHUWDLQW\DULVHVWDNHWKHVDIHVWFRXUVH5HPHPEHUWKDW DFFLGHQWVDUHRIWHQWKHUHVXOWRIFDUHOHVVQHVVXQVDIHSUDFWLFHVODFNRIDWWHQWLRQ DQGFRPSODFHQF\
290
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ & 7KHIROORZLQJUXOHVPXVWEHIROORZHGDWDOOWLPHV

8VLQJSRVVHVVLQJRUZRUNLQJXQGHUWKHLQIOXHQFHRIDOFRKRORUGUXJVLV QRW SHUPLWWHG DQ\ZKHUH RQ 5LJKWRI:D\ 7KLV LQFOXGHV SUHVFULSWLRQ GUXJV WKDW FDXVH GURZVLQHVV RU RWKHUZLVH LPSDLU D SHUVRQ¶V DELOLW\ WR SHUIRUP DQ DVVLJQHG WDVN 6&55$ PD\ UHTXLUH HPSOR\HHV RI WKH &RQWUDFWRUWR VXEPLW XULQH RU RWKHUWR[LFRORJLFDO VDPSOHVWR EH XVHGIRU GUXJDQGDOFRKROWHVWLQJDIWHUDQDFFLGHQWRULQFLGHQWRFFXUULQJZLWKLQWKH 5LJKWRI:D\
$Q\ HPSOR\HHV DJHQWV RU LQYLWHHV RI &RQWUDFWRU RU LWV VXEFRQWUDFWRUV XQGHUVXVSLFLRQRIEHLQJXQGHUWKHLQIOXHQFHRIGUXJVRUDOFRKRORULQWKH SRVVHVVLRQ RI VDPH ZLOO EH UHPRYHG IURP 5LJKWRI:D\ DQG VXEVHTXHQWO\ UHOHDVHG WR WKH FXVWRG\ RI D UHSUHVHQWDWLYH RI WKH &RQWUDFWRU
V PDQDJHPHQW $Q HPSOR\HH UHPRYHG IRU YLRODWLRQ RI WKH GUXJRUDOFRKROSROLF\ZLOOQRWEHSHUPLWWHGIXWXUHDFFHVVWRWKH5LJKWRI :D\
6&55$ PD\ UHTXLUH HPSOR\HHV RI WKH &RQWUDFWRU WR VXEPLW XULQH VDPSOHVIRUGUXJDQGDOFRKROWHVWLQJDIWHUDQDFFLGHQWRULQFLGHQW 7KH XVH RU SRVVHVVLRQ RI XQDXWKRUL]HG UDGLR HTXLSPHQW LV SURKLELWHG 7KH XVH RI SHUVRQDO UDGLRV
LQFOXGLQJ ,3RG 03 SOD\HUV DQG VLPLODU

GHYLFHV
DQGFHOOSKRQHHDUSLHFHVZKLOHZRUNLQJLVSURKLELWHG 7KH XVH RI FHOOXODU SKRQHV ZLWKLQ IHHW IURP WKH QHDUHVW UDLO LV SURKLELWHG
+RUVHSOD\SK\VLFDODOWHUFDWLRQVUXQQLQJRUMXPSLQJLVSURKLELWHG )LUHDUPVRURWKHUGHDGO\ZHDSRQVLQFOXGLQJNQLYHVDUHSURKLELWHG :RUN RQ SXEOLF VWUHHWV URDGZD\ FURVVLQJV DQG KLJKZD\ EULGJHV PXVW FRQIRUP WR WKH &DOLIRUQLD 9HKLFOH &RGH DQG WKH VWDQGDUGV JLYHQ LQ WKH &DOLIRUQLD 0DQXDO RI 8QLIRUP 7UDIILF &RQWURO 'HYLFHV DQG PXVW EH SHUIRUPHGZLWKGXHUHJDUGIRUWKHFRQYHQLHQFHDQGVDIHW\RIWKHSXEOLF

2QO\DXWKRUL]HGHPSOR\HHVDUHDOORZHGRQHQJLQHVFDUVFDERRVHVWUDFN FDUVRURWKHUUDLOURDGHTXLSPHQW.
&RQWUDFWRUHPSOR\HHVPXVWH[HUFLVHFDUHWRSUHYHQWLQMXU\WRWKHPVHOYHV RURWKHUV
(PSOR\HHVPXVWEHDOHUWDQGDWWHQWLYHDWDOOWLPHVZKHQSHUIRUPLQJWKHLU ZRUN
$Q\GHIHFWLYHWRROVPDFKLQHU\DQGHTXLSPHQWDUHSURKLELWHGIURPXVHRQ 5LJKWRI:D\DQGLIIRXQGPXVWEHUHPRYHGLPPHGLDWHO\ :KHQRQRUQHDUWKHWUDFNVWKHIROORZLQJSUHFDXWLRQVPXVWEHWDNHQ

D .HHSFOHDURIDOOWUDFNVXQOHVVWKH(,&KDVSURYLGHGDMREEULHILQJ DQGLQGHQWLILHGWKH2Q7UDFN6DIHW\SURWHFWLRQLQHIIHFW1RZRUN PD\EHJLQXQWLOWKH(,&LVSUHVHQWDWZRUNVLWHDQGDMREEULHILQJ KDVEHHQFRQGXFWHG
E $OZD\VORRNERWKZD\VEHIRUHFURVVLQJWUDFNV$OZD\VVWHSRYHU WKHUDLOVZKHQFURVVLQJWKHWUDFNV1HYHUZDONVWDQGRUVLWRQWKH UDLOV7KHUDLOVXUIDFHFDQEHH[WUHPHO\VOLSSHU\
F $OZD\V IDFH WKH GLUHFWLRQ IURP ZKLFK WKH WUDLQ RU RQWUDFN HTXLSPHQWLVDSSURDFKLQJ
G $YRLG WUDFN VZLWFKHV 7KH VZLWFK SRLQWV DUH FRQWUROOHG IURP D UHPRWHORFDWLRQFDQPRYHXQH[SHFWHGO\DQGH[HUWHQRXJKIRUFH 291
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ WR FUXVK EDOODVW URFN 6WDQG IHHW IURP WUDFN VZLWFKHV ZKHQ WUDLQVDUHDSSURDFKLQJ6WD\DZD\IURPDQ\RWKHUUDLOURDGGHYLFH ZLWKZKLFK\RXDUHQRWIDPLOLDU
H $OZD\VZDONVLQJOHILOHZKHQFURVVLQJWKHWUDFNVLQDJURXS I 1HYHU VWDQG EHWZHHQ DGMDFHQW WUDFNV LQ PXOWLSOH WUDFN WHUULWRU\ ZKHQDWUDLQLVSDVVLQJ
J $OZD\VFURVVDWOHDVWIHHWDZD\IURPWKHHQGRIHTXLSPHQW LH
HQJLQHVUDLOURDGFDUVRURQWUDFNHTXLSPHQW
K 'R QRW SDVV EHWZHHQ VWDQGLQJ ORFRPRWLYHV UDLOURDG FDUV RU RQ WUDFN HTXLSPHQW ZKHQ WKHUH LV OHVV WKDQ IHHW EHWZHHQ WKH HTXLSPHQW
L 1HYHU FURVV WUDFNV E\ JRLQJ XQGHUQHDWK RYHU RU WKURXJK FDUV HQJLQHVRURQWUDFNHTXLSPHQW
M :RUN LV QRW DOORZHG ZLWKLQ IHHW RI WKH WUDFN FHQWHUOLQH ZKLOH WUDLQV DUH SDVVLQJ WKH ZRUN VLWH $OZD\V VWDQG DV IDU EDFN DV SRVVLEOHWRSUHYHQWLQMXU\IURPIO\LQJGHEULVRUORRVHULJJLQJ N $OZD\V YLVXDOO\ LQVSHFW DOO SDVVLQJ WUDLQV ,I \RX GHWHFW D GDQJHURXV FRQGLWLRQ LQIRUP \RXU (,& RU ZDWFKPDQ LPPHGLDWHO\ 7KH(,&RUZDWFKPDQZLOOQRWLI\WKHWUDLQFUHZ
O $OZD\V VWRS HTXLSPHQW ZKLOH D WUDLQ LV SDVVLQJ WKURXJK \RXU ZRUNLQJ OLPLWV 1R PRYHPHQW ZLOO EH DOORZHG WRZDUG DQ DSSURDFKLQJ WUDLQ WKDW ZRXOG FDXVH WKH HQJLQHHU WR EHOLHYH WKH WUDFNPLJKWEHIRXOHG
P 7UDLQV WUDYHO IDVWHU WKDQ WKH\ DSSHDU DQG DUH UHODWLYHO\ TXLHW 7UDLQVPD\RSHUDWHZLWK FDE FDUIRUZDUG<RX VKRXOGQRW UHO\RQ SDVWH[SHULHQFHVWRGHWHUPLQHWUDLQVFKHGXOH7UDLQVFKHGXOHVDUH XQSUHGLFWDEOHDQGDUHVXEMHFWWRFKDQJHVDQGRUGHOD\V ' $OZD\V H[SHFW D WUDLQ RQ DQ\ WUDFN DW DQ\ WLPH 7UDLQV PD\ VWRS UHYHUVH GLUHFWLRQ VHW RXW FDUV RU UXQ DURXQG VWRSSHG WUDLQV ZLWKRXW QRWLFH ([SHFW PRYHPHQW RI ORFRPRWLYHV UDLOURDG FDUV RU RQWUDFN HTXLSPHQW RQ DQ\ WUDFN LQ HLWKHUGLUHFWLRQDWDQ\WLPH

3.2 Personal Protective Equipment
$ $OO SHUVRQV ZRUNLQJ RQ RYHU RU XQGHU 5LJKWRI:D\ PXVW EH HTXLSSHG ZLWK SHUVRQDO SURWHFWLYH HTXLSPHQW PHHWLQJ DSSOLFDEOH 26+$ DQG $16, VSHFLILFDWLRQV3HUVRQDO SURWHFWLYH HTXLSPHQWPXVW EH DSSURSULDWHIRUWKHWDVN SHUIRUPHG (PSOR\HHV VXEFRQWUDFWRUV VXSSOLHUV DJHQWV RU LQYLWHHV RI &RQWUDFWRUVKDOOSRVVHVVWKHIROORZLQJPLQLPXPHTXLSPHQWZKLOHRQWKH ULJKWRI ZD\

6DIHW\JODVVHVZLWKVLGHVKLHOGVFRQIRUPLQJWR$16,=2FFXSDWLRQDO DQG(GXFDWLRQDO3HUVRQDO(\HDQG)DFH3URWHFWLRQ'HYLFHV
3URWHFWLYH +HOPHWV
+DUG +DWV
FRQIRUPLQJ WR $16, =

5HTXLUHPHQWVIRU3URWHFWLYH+HDGZHDUIRU,QGXVWULDO:RUNHUV7\SH,RU,, &ODVV*RU(

6DIHW\ VKRHV ZLWK KDUGHQHGWRHV FRQIRUPLQJWR$16, = ± 3HUVRQDO 3URWHFWLRQ 3URWHFWLYH)RRWZHDU6KRHVPXVWODFHDERYHWKHDQNOHDQG KDYHDGHILQHGKHHO

292
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ +LJK YLVLELOLW\ 25$1*(
DQG RQO\ RUDQJH
UHWURUHIOHFWLYH ZRUN ZHDU

*UHHQDQG5HGVKLUWVYHVWVRURWKHURXWHUZHDUDUHQRWSHUPLWWHGZLWKLQ 5LJKWRI:D\EHFDXVHRIWKHXVHRIWKHVDPHFRORUVIRUVLJQDOVWRWUDLQV
6&55$UDLOURDGVDIHW\WUDLQLQJFDUGLQSRVVHVVLRQ % +HDULQJSURWHFWLRQIDFHDQGH\HVKLHOGVIDOOSURWHFWLRQJORYHVDQG UHVSLUDWRUV PXVWEHZRUQDVUHTXLUHGE\6WDWHDQG)HGHUDOUHJXODWLRQV

3.3 Maintenance of Work Area
$ 7KH&RQWUDFWRUPXVWQRWSLOHRUSODFHDQ\PDWHULDOVDUWLFOHVRUHTXLSPHQWQRU SDUN DQ\ PDFKLQHU\ RU HTXLSPHQW ZLWKLQ 5LJKWRI:D\ RU FORVHU WKDQ ¶´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¶VH[KDXVWV\VWHP
' 7KH &RQWUDFWRUPXVW QRW FUHDWH DQG OHDYH DQ\ FRQGLWLRQV DW WKH ZRUN VLWH WKDW ZRXOGLQWHUIHUHZLWKVWRUPZDWHUGUDLQDJH$Q\ZRUNSHUIRUPHGRYHUZDWHUPXVW PHHWDOO)HGHUDO6WDWHDQG/RFDOUHJXODWLRQV

3.4 General Precautions When Working Near Electrical Conductors $ $OOZLUHVDQGFDEOHVPXVWEHFRQVLGHUHGWRFDUU\HOHFWULFFXUUHQWDWKLJKYROWDJH DQGWREHGDQJHURXVXQOHVVLQIRUPHGWRWKHFRQWUDU\E\SURSHUDXWKRULW\:KHQ XVLQJ WHPSRUDU\ SRZHU FRUGV FRUGV PXVW QHYHU EH SODFHG RYHU WKH UDLOV DQG HPSOR\HHVPXVWQRWSODFHDQ\PHWDOREMHFWVDFURVVWKHUDLOV % )RUDOOSRZHUOLQHVWKHPLQLPXPFOHDUDQFHEHWZHHQWKHOLQHVDQGWKHWRSRIWKH UDLOPXVWEHDVVKRZQEHORZ

293
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

ITEM MINIMUM

CLEARANCE
(OHFWULFZLUHVFDUU\LQJOHVVWKDQYROWV ¶´
(OHFWULFZLUHVFDUU\LQJYROWVWRYROWV ¶´ (OHFWULFZLUHVFDUU\LQJYROWVWRYROWV ¶´ (OHFWULFZLUHVFDUU\LQJPRUHWKDQYROWV ¶´ & )RUDOOSRZHUOLQHVWKHPLQLPXPFOHDUDQFHEHWZHHQWKHOLQHVDQGDQ\SDUWRIWKH HTXLSPHQWRUORDGPXVWEHDVVKRZQEHORZ

ITEM MINIMUM

CLEARANCE
(OHFWULFZLUHVFDUU\LQJOHVVWKDQ.9 ¶´
(OHFWULFZLUHVFDUU\LQJ.9WR.9 ¶´
(OHFWULFZLUHVFDUU\LQJ.9WR.9 ¶´
(OHFWULFZLUHVFDUU\LQJ.9WR.9 ¶´
(OHFWULFZLUHVFDUU\LQJ.9WR.9 ¶´
' ,I&DO26+$&38&DQGRUWKHXWLOLW\RZQHUV FOHDUDQFH UHTXLUHPHQWVDUHPRUH UHVWULFWLYH WKDQ WKRVH VKRZQ KHUHLQ WKDQ WKH PRVW UHVWULFWLYH FOHDUDQFHV VKDOO DSSO\
( ,I FDSDFLW\ RI WKH OLQH LV QRW NQRZQ D PLQLPXP FOHDUDQFH RI IHHW PXVW EH PDLQWDLQHG $ SHUVRQ PXVW EH GHVLJQDWHG WR REVHUYH FOHDUDQFH RI WKH HTXLSPHQWDQGJLYHDWLPHO\ZDUQLQJIRUDOORSHUDWLRQVZKHUHLWLVGLIILFXOWIRUDQ RSHUDWRUWRPDLQWDLQWKHGHVLUHGFOHDUDQFHE\YLVXDOPHDQV:KHQWKHKHLJKWRI RYHUKHDGZLUHOLQHVFDQQRWEHGHWHUPLQHGIURPWKHDYDLODEOHUHFRUGVWKHDFWXDO KHLJKWPXVWEHGHWHUPLQHGE\ILHOGVXUYH\
) $OOGDPDJHWRWKH5LJKWRI:D\IDFLOLWLHVRUSURSHUW\RI6&55$RUDQ\DFFLGHQW RULQFLGHQWZLWKLQ6&55$ ULJKW±RIZD\RUDQ\KD]DUGQRWLFHGRQSDVVLQJWUDLQV PXVWEHUHSRUWHGLPPHGLDWHO\WRWKH UDLOURDG(,&LIDQ(,&LVSUHVHQWRULQWKH DEVHQFHRIDUDLOURDG(,&WR6&55$
V'LVSDWFKDQG2SHUDWLRQV&HQWHU
'2&
DW

$Q\ YHKLFOH RU PDFKLQH ZKLFK FRPHV LQ FRQWDFWZLWKWKHWUDFNVLJQDOHTXLSPHQWVWUXFWXUHRURWKHUUDLOURDGLQVWDOODWLRQRU IDFLOLW\ UHJDUGOHVV RIWKHIRUFH RIWKH LPSDFWPD\ UHVXOW LQWKH GHUDLOPHQW RI D WUDLQDQGPXVWEHUHSRUWHGLPPHGLDWHO\WR6&55$UHSUHVHQWDWLYHDQGWRWKH(,& LIDQ(,&LVSUHVHQWRULQWKHDEVHQFHRIDUDLOURDG(,&WR'2&

3.5 Safety Training and Communication
$ $OO SHUVRQQHO ZRUNLQJ RQ RYHU RU DGMDFHQW WR 5LJKWRI:D\ PXVW DWWHQG D UDLOURDG VDIHW\WUDLQLQJ FODVV DQG SDVV DQ H[DPLQDWLRQ FRYHULQJWKH LQIRUPDWLRQ SUHVHQWHGLQWKHFODVV3HUVRQVQRWUHJXODUO\HPSOR\HGRQWKH3URMHFWRUDWWKH 3URMHFWVLWHRQO\LQWHUPLWWHQWO\DUHQRWH[HPSWHGIURPWKLVUHTXLUHPHQW 294
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ % %HIRUHEHJLQQLQJDQ\WDVNRQWKH5LJKWRI:D\RI6&55$DWKRURXJKMREVDIHW\ EULHILQJPXVWEHFRQGXFWHGZLWKDOOSHUVRQQHOLQYROYHGZLWKWKHWDVN7KHEULHILQJ PXVW LQFOXGH WKH &RQWUDFWRU¶V MRE KD]DUG DQDO\VLV LWV SODQ IRU FRQGXFWLQJ WKH ZRUNDQGWKHSURFHGXUHVWKH&RQWUDFWRUZLOOXVHWRSUHYHQWLWVHPSOR\HHVVXE FRQWUDFWRUVVXSSOLHUVDJHQWVRULQYLWHHVIURPPRYLQJDQ\HTXLSPHQWDGMDFHQWWR RUDFURVVDQ\6&55$WUDFNVZLWKRXWWKHDSSURSULDWHSURWHFWLRQIRUWKH&RQWUDFWRU DQGWKH UDLOURDG RSHUDWLRQV $GGLWLRQDO MRE VDIHW\ EULHILQJVPXVW EH FRQGXFWHG DQ\WLPHWKDWWKH MREWDVNV RU FRQGLWLRQV DIIHFWLQJWKH MREWDVNV FKDQJH RU DUH UHYLVHG
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
VPHDQVRISUHYHQWLQJILUHV
DULVLQJ IURP WKH &RQWUDFWRU¶V RSHUDWLRQV DQG WKH &RQWUDFWRU¶V PHWKRGV RI ILUH VXSSUHVVLRQ 7KH SODQ PXVW DOVR LQFOXGH WKH ORFDO GLUHFW SKRQH QXPEHUV DQG ORFDWLRQV RIWKH QHDUHVWILUH DQG SROLFH GHSDUWPHQWV3KRQH QXPEHUVIRU XWLOLW\ DQG6&55$HPHUJHQF\UHVSRQVHPXVWEHREWDLQHGIURP6&55$UHSUHVHQWDWLYH SULRUWRWKHVWDUWRIDQ\ZRUNDQGPXVWEHSRVWHGDWWKHMREVLWH

3.6 Emergency Response and Accident Reporting
$ 3ULRUWR VWDUWLQJZRUNWKH&RQWUDFWRUPXVW SURYLGHWKH(,&ZLWKWKH HPHUJHQF\ SKRQHQXPEHUVIRUWKH3URMHFW$WDPLQLPXPSKRQHQXPEHUVPXVWEHSURYLGHG IRUSDUDPHGLFVILUHSROLFHXWLOLW\ UHVSRQVH6&55$5HSUHVHQWDWLYH&RQWUDFWRU 6XSHULQWHQGHQW 'LVSDWFK DQG 2SHUDWLRQV &HQWHU
'2&
DQG WKH 0HWUROLQN
6LJQDOHPHUJHQF\QXPEHU$PDSDQGGLUHFWLRQVWRWKHVLWHPXVWEHLPPHGLDWHO\ DYDLODEOHIRUWKHXVHRIWKH(,&
% ,QHPHUJHQF\VLWXDWLRQVWKHIROORZLQJDSSO\

,PPHGLDWHO\UHSRUWWRWKH(,&DQ\DFFLGHQWVSHUVRQDOLQMXULHVGHIHFWVLQ WUDFNVEULGJHVVLJQDOVXWLOLWLHVRUFRPPXQLFDWLRQIDFLOLWLHVRUDQ\XQXVXDO FRQGLWLRQWKDWPD\DIIHFWWKHVDIHRSHUDWLRQRIWKHUDLOURDG :KHQ D SHUVRQ LV LQMXUHG VWRS ZRUN DQG HQVXUH HYHU\WKLQJ SRVVLEOH LV GRQH IRU WKH LQMXUHG SHUVRQ $OVR WDNH WKH IROORZLQJ LPPHGLDWH DFWLRQ
1RWLI\ WKH ILUH SROLFH RU SDUDPHGLFV DV DSSURSULDWH DQG QRWLI\ WKH 0HWUROLQN'LVSDWFKDQG2SHUDWLRQV&HQWHU
'2&

SURYLGHDQLQGLYLGXDORU
LQGLYLGXDOVWRJXLGHHPHUJHQF\UHVSRQVHSHUVRQQHOWRWKHVLWH PDNHVXUH
WKDW DOO DFFHVV ZD\V DUH FOHDUHG IRU HPHUJHQF\ YHKLFOH DFFHVV DQG
LPPHGLDWHO\UHSRUWWRWKH(,&DQ\DFFLGHQWVSHUVRQDOLQMXULHVGHIHFWVLQ WUDFNVEULGJHVVLJQDOVXWLOLWLHVRUFRPPXQLFDWLRQIDFLOLWLHVRUDQ\XQXVXDO FRQGLWLRQWKDWPD\DIIHFWWKHVDIHRSHUDWLRQRIWKHUDLOURDG 295
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ ,I HTXLSPHQW ZDV LQYROYHG LQ WKH LQFLGHQW LW PXVW QRW EH PRYHG XQWLO H[DPLQHG WR HQVXUH WKH HTXLSPHQW ZDV LQ SURSHU ZRUNLQJ FRQGLWLRQ XQOHVVPRYHPHQWLVQHFHVVDU\WRSUHYHQWIXUWKHULQMXU\RUULVNWRSHUVRQV RUSURSHUW\
,Q FDVH RI SHUVRQDO LQMXU\ ORVV RI OLIH RU GDPDJH WR SURSHUW\ WKH (,& PXVWLPPHGLDWHO\GRFXPHQWWKHQDPHVDGGUHVVHVDQGRFFXSDWLRQRIDOO SHUVRQV LQYROYHG LQFOXGLQJ DOO SHUVRQV DW WKH VFHQH UHJDUGOHVV RI ZKHWKHU WKHVH SHUVRQV JLYH D VWDWHPHQW DERXW WKH LQFLGHQW 7KLV LQIRUPDWLRQ VKRXOG EH LQFOXGHG LQWKH LQFLGHQW UHSRUWV7KH&RQWUDFWRU¶V FRRSHUDWLRQ ZLWK DQG DVVLVWDQFH WR WKH (,& LV D UHTXLUHPHQW RI DFFHVVLQJ5LJKWRI:D\
,I DQ LQFLGHQW FDXVHV SHUVRQDO LQMXU\ RU GHDWK DOO WRROV PDFKLQHU\ DQG RWKHU HTXLSPHQW LQYROYHG LQFOXGLQJ SUHPLVHV ZKHUH VXFK DFFLGHQW RFFXUUHGPXVW EH SURPSWO\ LQVSHFWHG E\WKH(,&7RROV HTXLSPHQW DQG PDFKLQHU\ PXVW EH VHFXUHG XQWLO WKH (,& 6DIHW\ 2IILFHU RU RWKHU FRPSHWHQW SHUVRQ KDV FRPSOHWHG DQ LQVSHFWLRQ $ UHSRUW RI VXFK LQVSHFWLRQVWDWLQJWKHFRQGLWLRQVIRXQGDQGQDPHVRISHUVRQVPDNLQJWKH LQVSHFWLRQ PXVW EH SURPSWO\ IRUZDUGHG WR 6&55$ DQG WKH VXSHUYLVLQJ RIILFHURISHUVRQPDNLQJWKHLQVSHFWLRQ
& ,QIRUPDWLRQ FRQFHUQLQJ LQFLGHQWV RU SHUVRQDO LQMXULHV RFFXUULQJ WR SHUVRQV ZKR DUH QRW HPSOR\HHV PXVW QRW EH JLYHQ WR DQ\RQH H[FHSW DXWKRUL]HG UHSUHVHQWDWLYHVRI6&55$RUDQRIILFHURIWKHODZ

4.0 TRACK OCCUPANCY AND WORK WINDOWS

4.1 Description of Location and Traffic
$ 7KH&RQWUDFWRU VKDOOREWDLQSHUPLVVLRQLQZULWLQJIURP6&55$IRUPRYHPHQWRI HTXLSPHQW RQ WUDFN RU DFURVV WUDFNV DW ORFDWLRQV RWKHU WKDQ SXEOLF FURVVLQJV 6XFK SHUPLVVLRQ PD\ QRW QHFHVVDULO\ EH JUDQWHG 'DPDJHV WR WKH WUDFN VWUXFWXUHZLOOEHUHSDLUHGDWWKH&RQWUDFWRU¶VVROHH[SHQVH % 7KHPDLQOLQHWUDFNV ZLWKLQWKH OLPLWV RI 3URMHFW VLWH DUHXQGHU GLUHFW FRQWURO RI 6&55$GLVSDWFKHU1RWUDFNVKDOOEHIRXOHGZLWKRXWDXWKRUL]DWLRQDQGSUHVHQFH RIDQ6&55$(,&RQWKHVFHQH)RUDOOZRUNZLWKWKHSRWHQWLDOWRIRXOWKHWUDFN WKH&RQWUDFWRUVKDOODOORZVXIILFLHQWWLPHLQKLVZRUNVFKHGXOHIRUWKH(,&WRFOHDU WUDLQV8SWRPLQXWHVPD\EHUHTXLUHGIRUWKH(,&WRFOHDUHDFKWUDLQGXULQJ ZKLFKWLPHWKH &RQWUDFWRUPXVW QRWIRXOWKHWUDFN 6XFKWLPH UHTXLUHGWR FOHDU VFKHGXOHG WUDLQV VKDOO QRW EH DQ DFFHSWDEOH UHDVRQ IRU VXEPLWWLQJ FRQWUDFW FKDQJH UHTXHVWVRUGHOD\ FODLPVWR6&55$6FKHGXOHGWUDLQVPD\EHXSWR PLQXWHV EHKLQG VFKHGXOH DQG VXFKWDUGLQHVV ZLOO QRW EH DQ DFFHSWDEOH UHDVRQ IRUVXEPLWWLQJFRQWUDFWFKDQJHUHTXHVWVRUGHOD\FODLPVWR6&55$ & 3RVLWLYH7UDLQ&RQWURO
37&
LVLQHIIHFWIRU37&HTXLSSHGWUDLQVRQDOOPDLQOLQH WUDFNV FRQWUROOHG VLGLQJV DQGWUDFNV DV GHVLJQDWHG E\ 6&55$ 7LPHWDEOH 7KH SXUSRVH RI D 37& 6\VWHP LV WR SUHYHQW WUDLQǦWRǦWUDLQ FROOLVLRQV RYHU VSHHG 296
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
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

4.2 Coordination with Rail Traffic
$ 7KH&RQWUDFWRU
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
KDOWHGRUGHOD\HGZKHQHYHUQHFHVVDU\WRDFFRPPRGDWHWUDLQVHUYLFH & 3HUVRQV DFWLQJ DV DQ (,& DUH JHQHUDOO\ GLVSDWFKHG WR SURMHFWV LQ WKH RUGHU UHTXHVWHG$Q(,&PD\QRWEHDYDLODEOHDWDOOWLPHVZLWKRXWDGYDQFHQRWLFH7KH &RQWUDFWRU LV HQFRXUDJHG WR VFKHGXOH WKH VHUYLFHV RI DQ (,& RU LQVSHFWRU D PLQLPXPRIZRUNLQJGD\VLQDGYDQFHRIDQ\SODQQHGRSHUDWLRQWRDYRLGGHOD\ $Q\ZRUNWREHSHUIRUPHGE\WKH&RQWUDFWRUZKLFKUHTXLUHVVHUYLFHVRIDQ(,&RU LQVSHFWRUVKDOOEHGHIHUUHGXQWLODQ(,&RULQVSHFWRULVDYDLODEOHDWWKHMREVLWH

4.3 Work Windows and Track Access
$ $OO ZRUN RQ RYHU RU DGMDFHQWWR WKHWUDFNV PXVW EH FRRUGLQDWHG ZLWK 6&55$ DQGWKH&RQWUDFWRU¶VZRUNLVVXEMHFWWR6&55$RSHUDWLQJUXOHVIRUZRUNRQPDLQ WUDFNV DQG RWKHU WKDQ PDLQ WUDFNV 3URMHFW 6SHFLILF :RUN :LQGRZV VKDOO EH REWDLQHGIURP6&55$ 7KH3URMHFW6SHFLILF:RUN:LQGRZ KRXUV DQG GD\V DUH QRW LQFOXGHG KHUH LQ WKLV GRFXPHQW DQG VKDOO EH REWDLQHG IURP RWKHU SURMHFW UHODWHGGRFXPHQWV
% :RUN:LQGRZ
$ SHULRG RI WLPH ZLWK VSHFLILF EHJLQQLQJ DQG HQGLQJ WLPH DQG GXUDWLRQV IRU ZKLFK WKH WUDFN VLJQDOV EULGJHV DQG RWKHU 2SHUDWLQJ 6\VWHP HOHPHQWVZLWKLQWKH2SHUDWLQJ(QYHORSHDUHWHPSRUDULO\UHPRYHGIURPVHUYLFHRU PRGLILHG LQ VRPH RWKHU PDQQHU DQG WUDLQ DQG RWKHU RSHUDWLRQV VXVSHQGHG RU PRGLILHGWR DOORZ FRQVWUXFWLRQ RUPDLQWHQDQFHZRUNWR RFFXU:ULWWHQ DXWKRULW\ 297
"'1 ETR. CJ LIN I<.

Southe rn Celifo rnlo Re giona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ IURP 6&55$ DQG DQ DSSURYHG 6LWH 6SHFLILF :RUN 3ODQ 66:3
LV UHTXLUHG
EHIRUH WKH &RQWUDFWRU LV JUDQWHG D :RUN :LQGRZ 7KH &RQWUDFWRU¶V :RUN :LQGRZVKDOOKDYHVSHFLILFJHRJUDSKLFOLPLWVZKLFKDUHGHILQHGLQWKHDSSURYHG 66:30RGLILFDWLRQVRUVXVSHQVLRQRIWUDLQDQGRQWUDFNHTXLSPHQWPRYHPHQWV UHVXOWLQJIURPD:RUN:LQGRZLQYROYHVZULWWHQFKDQJHVWRWKH5DLOURDG¶V5XOHVRI 7UDLQDQG2Q7UDFN(TXLSPHQW2SHUDWLRQV
& ([FOXVLYH 7UDFN :LQGRZ
$Q DSSURYHG :RUN :LQGRZ LQ ZKLFK QR WUDLQ
PRYHPHQWV
H[FHSW WKH &RQWUDFWRU RU 6&55$ ZRUN WUDLQV RU HTXLSPHQW XQGHU FRQWURO RIWKH (,& SHUWKH 66:3
ZLOO RSHUDWH RQ DQ\WUDFN ZLWKLQWKH ZLQGRZ
OLPLWV7KH&RQWUDFWRUPD\GLVPDQWOHUHPRYHUHFRQVWUXFWRURWKHUZLVHREVWUXFW WUDFNVZLWKLQWKHOLPLWVRIVXFKDZLQGRZ7KLV:RUNPD\EHSURWHFWHGE\WUDFN RXWRIVHUYLFHWUDFNDQGWLPHOLPLWVRUE\)RUP%7UDFN%XOOHWLQ ' /LPLWHG7UDFN:LQGRZ
$QDSSURYHG:RUN:LQGRZIRUVRPHEXWQRWDOOWUDFNV ZLWKLQDJHQHUDO:RUNDUHD
HJRQHWUDFNUHPDLQVIRURSHUDWLRQRIWUDLQVRWKHU
WUDFNV DUH DYDLODEOH IRU WKH &RQWUDFWRU¶V :RUN
0RYHPHQW RI WUDLQV RYHU WKH
WUDFN
V
RI D/LPLWHG7UDFN:LQGRZ LV XQGHUWKH FRQWURO RIWKH(,&ZKRZLOO QRW DXWKRUL]H WUDLQ PRYHPHQW XQOHVV DQG XQWLO WKH &RQWUDFWRU SHUVRQQHO DQG HTXLSPHQW DUH FOHDU RI WKH RSHUDWLQJ WUDFN 7KH &RQWUDFWRU PD\ UHPRYH FRQVWUXFWRUREVWUXFWRQO\WKHWUDFNGHVLJQDWHGE\WKH66:3DQGPXVWDUUDQJH WKH:RUNVRWKDWWUDLQVFDQRSHUDWHZLWKRXWGHOD\RQWKHUHPDLQLQJWUDFN V
LQWKH
:RUNDUHD7KLV:RUNPD\EHSURWHFWHGE\WUDFNRXWRIVHUYLFHWUDFNDQGWLPH RUE\)RUP%7UDFN%XOOHWLQ
( ³)RUP%´:RUN:LQGRZ
$QDSSURYHG:RUN:LQGRZLQZKLFKSDVVHQJHUIUHLJKW
DQGDOO RWKHUWUDLQVDQGRQWUDFN HTXLSPHQWPRYHPHQWV FDQ EH SURKLELWHGIURP HQWHULQJWKH GHILQHG OLPLWV RI D VHJPHQW RIWUDFN 7KH ³)RUP%´:RUN:LQGRZ GRHV QRW DOORZ WKH &RQWUDFWRU WR UHPRYH IURP VHUYLFH RU PRGLI\ WKH WUDFNV VLJQDOVEULGJHVVWDWLRQVRURWKHUHOHPHQWVRIWKH2SHUDWLQJ6\VWHPLQDPDQQHU ZKLFKZLOOGHOD\RULQDQ\ZD\DIIHFWWKHVDIHRSHUDWLRQRIWKHWUDLQV7KH³)RUP %´ :RUN :LQGRZ DOORZV WKH &RQWUDFWRU WKH DELOLW\ WR HQWHU WKH 2SHUDWLQJ (QYHORSHDQGSHUIRUPFRQVWUXFWLRQDFWLYLWLHVVXEMHFWWRWKHFRQGLWLRQVDERYH$Q (PSOR\HHLQ&KDUJH)ODJPDQ IURP 6&55$ ZLOO H[HUFLVH VWULFW FRQWURO RYHU WKH &RQWUDFWRU¶V FRQVWUXFWLRQ DFWLYLWLHV LQ FRQMXQFWLRQ ZLWK 5RDGZD\ :RUNHU 3URWHFWLRQUHTXLUHPHQWVWRDVVXUHWKDWWKH&RQWUDFWRU¶VDFWLYLWLHVGRQRWGHOD\RU LPSDFWWUDLQVHUYLFH
) 7UDFNDQG7LPH
$QDSSURYHG:RUN:LQGRZLQZKLFKWKH'LVSDWFKHUZLOODXWKRUL]H PHQ DQG HTXLSPHQW WR RFFXS\ D WUDFN RU WUDFNV ZLWKLQ OLPLWV IRU D FHUWDLQ WLPH SHULRG 7KH 'LVSDWFKHU DXWKRULW\ VKDOO LQFOXGH DXWKRULW\ QXPEHU WUDFN GHVLJQDWLRQOLPLWVDQGWLPH0RYHPHQWVPD\EHPDGHLQHLWKHUGLUHFWLRQZLWKLQ WKHVSHFLILHGOLPLWVXQWLOWKHOLPLWHGDUHUHOHDVHG * 1R FRQVWUXFWLRQZRUN VKDOO EH SHUIRUPHG GXULQJWKH1HZ<HDU¶V'D\0HPRULDO 'D\ ,QGHSHQGHQW GD\ /DERU 'D\ 7KDQNVJLYLQJ GD\V DQG &KULVWPDV GD\ KROLGD\ DQG ZHHNHQGV ZKHQ &RQVWUXFWLRQ 0DQDJHPHQW VWDII RU 6&55$ IXUQLVKHGODERURUHTXLSPHQWDUHQRWDYDLODEOHXQOHVVDSSURYHGLQDGYDQFHDQG LQZULWLQJE\6&55$
298
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP

5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ + 7KHVWDUWWLPHIRU7UDFN:RUN:LQGRZVLVDQ³DYHUDJH´VWDUWWLPHGHSHQGHQWRQ ORFDWLRQ DQG WUDLQ RQWLPH SHUIRUPDQFH DQG PD\ YDU\ E\ PLQXWHV HLWKHU GLUHFWLRQ
, &RQWUDFWRUPXVWFRPSO\ZLWKDQ\ UHJXODWRU\ UHVWULFWLRQVWRKRXUVRIRSHUDWLRQRU RWKHUUHVWULFWLRQVLQRSHUDWLRQVGXULQJVSHFLILF:RUN:LQGRZV - &RQWUDFWRU VKDOO FRRUGLQDWHZLWK6&55$ VLJQDOIRUFHVDQGDOORFDWHWKH UHTXLUHG WLPH DQG QXPEHU RI KRXUV ZLWKLQ WKHVH ZRUN ZLQGRZV IRU 6&55$ VLJQDO ZRUN :LWKLQ WKHWLPH OLPLWV RI HDFK ZRUN ZLQGRZ WKH &RQWUDFWRU VKDOO DOORZ WLPHIRU 6&55$¶VVLJQDOIRUFHVWRUHVWRUHDQGWHVWWKHVLJQDODQGFRPPXQLFDWLRQV\VWHP EHIRUHWKHRSHUDWLRQRIWUDLQVWKHUHIRUHWKHIXOOGXUDWLRQRIWKHZRUNZLQGRZLVQRW DYDLODEOHIRUWKHXVHRIWKH&RQWUDFWRU7KH66:3VKDOOGHVLJQDWHERWKWKHWLPH DWZKLFKWKH&RQWUDFWRUPXVWPDNHWUDFNUHDG\
LQIXOOFRPSOLDQFHZLWKWKH)5$
7UDFNVDIHW\6WDQGDUGVDQGZLWK6&55$¶V7UDFN0DLQWHQDQFHDQG(QJLQHHULQJ ,QVWUXFWLRQV
IRU WKH SDVVDJH RI WUDLQV DQG 6&55$ FUHZ WLPH ZLWKLQ WKH ZRUN ZLQGRZ WKDW ZLOO EH UHTXLUHG IRU WKH VLJQDO DQG FRPPXQLFDWLRQV V\VWHP UHVWRUDWLRQ
. 5DLOURDG VHUYLFHV DUH LPSRUWDQW WR 6&55$ IUHLJKW UDLOURDGV DQG SDVVHQJHUV $Q\ GLVUXSWLRQV RU GHOD\V DIIHFW HYHU\RQH6&55$ ZRXOG OLNHWR FRRUGLQDWH DOO ZRUNLQWKHULJKWRIZD\VRWKDWGHOD\VDUHPLQLPL]HG7KH&RQWUDFWRUPD\KDYH WR VKDUH :RUN :LQGRZV ZLWK RWKHU FRQWUDFWRUV DQG 6&55$¶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¶V SHULRG RI SHUIRUPDQFH IRU H[HFXWLRQ RIWKH:RUN 7KH &RQWUDFWRU VKDOO FRRSHUDWH DQG FRPPXQLFDWH ZLWK DQ\FRQWUDFWRUSHUIRUPLQJZRUNWKDWPD\FRQQHFWFRPSOHPHQWRULQWHUIHUHZLWK WKH &RQWUDFWRU
V ZRUN DQG PDNH D JRRGIDLWK HIIRUW WR UHVROYH DQ\ GLVSXWHV RU FRRUGLQDWLRQ SUREOHPV ZLWK VXFK FRQWUDFWRU
V
7KH &RQWUDFWRU VKDOO QRW EH
HQWLWOHGWRDGGLWLRQDOFRVWVIRUFRRUGLQDWLRQRUFRQFXUUHQWXVHRIDQ\:RUNVLWH

4.4 Requesting Work Windows
$ 7KH&RQWUDFWRUVKDOOPDNHUHTXHVWVLQZULWLQJWR6&55$5HSUHVHQWDWLYHQRWOHVV WKDQWZHQW\ILYH

ZRUNLQJGD\VSULRUWRFRPPHQFLQJZRUNLQFRQQHFWLRQZLWK DSSURYHGZRUNZKHQWKHZRUNZLOOEHSHUIRUPHGZLWKLQ5LJKWRI:D\XQGHU)RUP %:RUN:LQGRZRU/LPLWHG7UDFN:LQGRZ7KH&RQWUDFWRUVKDOOSURYLGHZULWWHQ QRWLFH DQG VXEPLW LWV66:3WR6&55$ 5HSUHVHQWDWLYH DPLQLPXP RI VHYHQW\ ILYH

ZRUNLQJ GD\V SULRUWRWKH VFKHGXOHGWUDFN FXWRYHUV RU([FOXVLYH7UDFN 299
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ :LQGRZ7KH&RQWUDFWRUVKDOOSURYLGHZULWWHQQRWLFHWR6&55$5HSUHVHQWDWLYHD PLQLPXPRIQLQHW\

ZRUNLQJGD\VSULRUWRWKHVFKHGXOHGFRPSOHWH6WUHHWDQG KLJKZD\UDLO JUDGH FURVVLQJ FORVXUHV 7KH WLPH WR SHUIRUP ZRUN GXULQJ WKH FRPSOHWH6WUHHWDQGKLJKZD\UDLOJUDGHFURVVLQJFORVXUHVZLOOEHVKDUHGEHWZHHQ WKH &RQWUDFWRU DQG 6&55$ IRUFHV $OO ZRUN VKDOO EH SHUIRUPHG LQ DFFRUGDQFH ZLWKSUHYLRXVO\DSSURYHG66:3
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

$OO DFWLYLWLHV QHFHVVDU\ WR SHUIRUP FRQVWUXFWLRQ DFWLYLWLHV ZLWKLQ WKH RSHUDWLQJ HQYHORSH LQFOXGLQJ XVH RI VWDWLRQV VLGLQJV DQG SURSRVHG VWRUDJHDUHDV
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
7KH&RQWUDFWRUVKDOOKDYH6&55$DSSURYHGFRQWLQJHQF\SODQVIRUSXWWLQJ WKH RSHUDWLQJ V\VWHP EDFN LQ RSHUDWLRQ LQ FDVH RI DQ HPHUJHQF\ RU LQ FDVHWKH&RQWUDFWRUIDLOVWRSHUIRUPDQGFRPSOHWHWKHZRUNRQWLPH7KH FRQWLQJHQF\SODQVVKDOODGGUHVVWKHYDULRXVVWDJHVRIDFWLYLWLHVQHFHVVDU\ WRUHVWRUHWKH6\VWHP
/LVW DOO RIWKH DSSURYHGSURSRVHGZRUN SODQVWREH SHUIRUPHG XQGHUWKH ZRUNZLQGRZDQGSURYLGHWKHQDPH
V
DQGQXPEHU
V
RIWKH&RQWUDFWRU
V

VXSHUYLVRU
V
LQFKDUJHRIWKHWDVNV
7KHZRUNZLQGRZPXVWEHRIVXIILFLHQWGHWDLOFODULW\DQGRUJDQL]DWLRQWR SHUPLW HDV\ UHYLHZ DQG DSSURYDO E\ WKH 6&55$ EHIRUH WKH SURSRVHG ZRUNLVSHUIRUPHG
& 6&55$PD\ UHTXHVWH[SODQDWLRQVDQGFKDQJHVWRWKHZRUNZLQGRZWRFRQIRUP WKHZRUNWRWKH UHTXLUHPHQWVRI6&55$,IWKHZRUNZLQGRZLVQRWDFFHSWDEOH WKH &RQWUDFWRU VKDOO UHYLVH WKH ZLQGRZ WR PDNH LW DFFHSWDEOH 7KH &RQWUDFWRU 300
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ VKDOOEHUHVSRQVLEOHIRUVXEPLWWLQJDUHYLVHGZRUNZLQGRZWKDWFDQEHUHYLHZHG DQGDSSURYHGE\WKH6&55$
' 1R([FOXVLYH7UDFN:LQGRZZLOOEHDOORZHGGXULQJWKH0HWUROLQN+ROLGD\7UDLQ ZHHNHQG 7KLV HYHQW LV WHQWDWLYH VFKHGXOHG EHWZHHQ WKH 7KDQNVJLYLQJ KROLGD\ DQGWKH&KULVWPDVKROLGD\7KH&RQWUDFWRUVKDOOFRRUGLQDWHZLWK0HWUROLQNZKHQ WKLVHYHQWZLOOEHVFKHGXOHG
( $OO UHTXLUHG VLJQDO DQG WUDFN WHVWLQJ E\ WKH &RQWUDFWRU DQG 6&55$ VKDOO EH FRPSOHWHGE\WKHHQGRIWKH([FOXVLYH7UDFN:LQGRZ
) 7KHVWDUWWLPHIRUZRUNZLQGRZVLVDQDYHUDJHVWDUWWLPHGHSHQGHQWRQORFDWLRQ DQGWUDLQRQWLPHSHUIRUPDQFHDQGPD\YDU\E\PLQXWHVHLWKHUGLUHFWLRQ * 6FKHGXOLQJ RI ZRUN ZLQGRZV 6&55$ (,&V DQG ZDWFKPHQ DQG VLJQDO VXSSRUW IRUFHV GXULQJ WUDFN FRQVWUXFWLRQ ZLOO EH VWULFWO\ FRQWUROOHG E\ 6&55$ DQG GRFXPHQWHG LQ WKH &RQWUDFWRU
V 66:3 DQG WKUHHZHHN ORRNDKHDG VFKHGXOH
:RUN:LQGRZDFWLYLWLHVQRWFRRUGLQDWHGLQWKHZHHNO\FRQVWUXFWLRQPHHWLQJVDQG GRFXPHQWHGLQWKHORRNDKHDGVFKHGXOHVZLOOQRWEHVXSSRUWHGE\DXWKRUL]DWLRQ RIZRUNZLQGRZV
+ 7KH &RQWUDFWRU LV VWURQJO\ HQFRXUDJHG WR ZRUN DGGLWLRQDO VKLIWV DV UHTXLUHG WR ILQLVKWKH:RUNZLWKLQWKHFRQWUDFWWLPH7KHUHVKDOOEHQRDGGLWLRQDOSD\PHQWIRU QLJKWZRUNZHHNHQGZRUNDQGRYHUWLPHUHTXLUHGIRUZRUNLQJDURXQGOLYHWUDFN

4.5 Project Specific Work Windows
1XPEHU RI SURMHFW VSHFLILF )RUP %:RUN:LQGRZV ([FOXVLYH 7UDFN:LQGRZV /LPLWHG 7UDFN:LQGRZV 7UDFN DQG 7LPH:LQGRZ DQG KRXUV RI RSHUDWLRQ ZLOO EH GHFLGHG DQG DJUHHG WR EHWZHHQ 6&55$ DQG WKH &RQWUDFWRU IRU HDFK LQGLYLGXDO SURMHFW DQG ZLOO EH LQFOXGHGXQGHUVHSDUDWHFRYHU$6DPSOH3URMHFW6SHFLILF:RUN:LQGRZLVLQFOXGHGLQ ([KLELW'ZKLFKFDQEHXVHGDVDJXLGHIRUDQ\VSHFLILFZRUNE\WKH&RQWUDFWRU

4.6 Extraordinary Work
$ 6KRXOG DQ XQVDIH FRQGLWLRQ DULVH IURP RU LQ FRQQHFWLRQ ZLWK WKH &RQWUDFWRU¶V ZRUN RQ WKLV 3URMHFW ZKLFK UHTXLUHV LPPHGLDWH DQG H[WUDRUGLQDU\ DFWLRQV WR EH WDNHQWRSURWHFWRSHUDWLRQVDQGIDFLOLWLHVRI6&55$RUIDFLOLWLHVRIRWKHUVZLWKLQ WKH5LJKWRI:D\WKH&RQWUDFWRUVKDOOXQGHUWDNHVXFKDFWLRQV7KHUHZLOOEHQR H[WUD SD\PHQWWRWKH &RQWUDFWRUIRUWKLV DFWLRQ,I LQWKH MXGJPHQW RI6&55$ VXFKDFWLRQVDUHLQVXIILFLHQW6&55$ZLWKLWVRZQIRUFHVPD\SHUIRUPWKHZRUNWR SURWHFWRSHUDWLRQVDQGIDFLOLWLHV6XFKDFWLRQVZLOOEHDWWKHVROHGLVFUHWLRQRIWKH 6&55$ DQG VKDOO EH DWWKH &RQWUDFWRU
V H[SHQVH DQG ZLWKRXW FRVWWR6&55$
6&55$ VKDOO KDYH WKH ULJKW WR RUGHU WKH &RQWUDFWRU WR WHPSRUDULO\ FHDVH RSHUDWLRQV LQWKH HYHQW RI DQ HPHUJHQF\ RU 6&55$PD\ XQLODWHUDOO\WHUPLQDWH ZRUN XQGHU WKH FRQWUDFW $Q XQVDIH FRQGLWLRQ LV GHILQHG DV FUHDWLQJ D WUDFN FRQGLWLRQ ZKLFK GRHV QRW PHHW WKH )5$ 7UDFN 6DIHW\ 6WDQGDUGV IRU &ODVV RI 7UDFN ZLOOIXO GDPDJHWRIDFLOLWLHV RU PDWHULDO RU DQ\ RWKHU XQVDIH FRQGLWLRQIRU WUDLQV HPSOR\HHV SDVVHQJHUV RU WKH SXEOLF DW WKH VROH GHWHUPLQDWLRQ RI WKH 6&55$
301
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

4.7 Track Back In Service
$ 3ULRUWRDQ\WUDFNZRUNZLQGRZ&RQWUDFWRU¶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
VDFWLYLWLHVXQGHUWKLVFRQWUDFW
% ,IIXUWKHUDGMXVWPHQWVRUUHSDLUVDUHUHTXLUHGWRPHHWDSSURSULDWH)5$DQG6&5$ WUDFN VWDQGDUGV DQG &RQWUDFWRU KDV IDLOHG WR FRPSO\ ZLWK WKRVH UHTXLUHPHQWV 6&55$IRUFHVZLOOLPPHGLDWHO\SHUIRUPWKHQHFHVVDU\UHPHGLDOZRUNDQGPDNH DSSURSULDWH DGMXVWPHQWV RU UHSDLUV DQG &RQWUDFWRU VKDOO EH UHVSRQVLEOHIRUWKH GLUHFWDQGLQGLUHFWFRVWRIWKHUHPHGLDOZRUNDQGWKHSRVVLEOHDVVHVVPHQWRIUDLO VHUYLFHVORZRUGHUVLQWHUUXSWLRQDQGGLVUXSWLRQGDPDJHV

4.8 SCRRA Service Impacts and Damages
$ 5DLO VHUYLFH VORZ RUGHUV LQWHUUXSWLRQV DQG GLVUXSWLRQV VKDOO EH FRQVLGHUHG DQ XQDXWKRUL]HGGHOD\WRSDVVHQJHUDQGIUHLJKWRSHUDWLRQVDQGUDLOVHUYLFHGDPDJH DVVHVVPHQWVZLOOEHPDGHZKHQDQ\RIWKHIROORZLQJRFFXUV
&RQWUDFWRU
V FRQVWUXFWLRQ RSHUDWLRQV H[FHHG WKH DSSURYHG ZRUN ZLQGRZ WLPHOLPLWVVSHFLILHGLQDQDSSURYHG66:3
$Q XQSODQQHG DQGRU XQDSSURYHG VORZ RUGHU RFFXUV DV UHVXOW RI &RQWUDFWRU¶VUHTXLUHGZRUNRUQRUPDORSHUDWLRQV
&RQWUDFWRU
V FRQVWUXFWLRQRSHUDWLRQVZRUNLQJXQGHUDQDSSURYHG)RUP% ZRUN ZLQGRZ UHVXOW LQ WKH VWRSSDJH RI D VFKHGXOHG WUDLQ LH D WUDLQ
RSHUDWLQJ ZLWKLQ WKH WLPH DUUDQJHG LQ WKH 66:3
7KH GHOD\ VKDOO EH
FDOFXODWHGIURPWKHWLPHWKHWUDLQLVVWRSSHGDWWKHZRUNLQJOLPLWVXQWLOWKH WUDLQKDVFRPSOHWHO\SDVVHGWKURXJKWKHZRUNLQJOLPLWV &RQWUDFWRUKDVQRWUHVWRUHGWKHWUDFNWR&ODVVVWDQGDUGV &RQWUDFWRU
VFRQVWUXFWLRQRSHUDWLRQVFDXVHDQXQSODQQHGWUDLQVWRSSDJH % 5DLO VHUYLFH VORZ RUGHUV LQWHUUXSWLRQV DQG GLVUXSWLRQV DQG RWKHU GDPDJHV DVVHUWHGE\6&55$DUHGHWHUPLQHGDVIROORZV
302
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ /RVVRI5HYHQXHGXHWRVHUYLFHLQWHUUXSWLRQVRUGLVUXSWLRQV $FWXDOORVV
RIUHYHQXHLQDFFRUGDQFHZLWKGHOD\SURYLVLRQVRIVHUYLFHFRQWUDFWV 6ORZ 2UGHU
:KHQ WUDLQ VSHHG LV UHVWULFWHG WR D ORZHU VSHHG WKDQ WKH RSHUDWLQJPD[LPXPWLPHWDEOHVSHHGDOORZHGLQDFFRUGDQFHZLWK6&55$ RSHUDWLQJUXOHVEHFDXVHRIDQXQSODQQHGDQGRUXQDSSURYHGVORZRUGHU WKHGDPDJHVDUHFDOFXODWHGLQDFFRUGDQFHZLWKWKHIRUPXODVDQGH[DPSOH EHORZ
([DPSOH
x 2SHUDWLQJPD[LPXPWLPHWDEOH

XQUHVWULFWHG
VSHHG
PSK
VHFSHUPLOH
x 6ORZ2UGHUVSHHGUHVWULFWLRQ
PSK
VHFSHUPLOH
x /HQJWKRIUHVWULFWLRQ
PLOHV
GLVWDQFHEHWZHHQJUHHQIODJVRIVSHHGUHVWULFWLRQ
x 'LVWDQFHWUDLQRSHUDWHVDWUHVWULFWHGVSHHG
PLOHV
PLOHVSOXVOHQJWKRIWUDLQ
x 7LPHRIXQUHVWULFWHGWUDLQ
PLOHV[VHFSHUPLOH VHFRQGV x 7LPHRIUHVWULFWHGWUDLQ PLOHV[VHFSHUPLOH VHFRQGV x 6ORZ2UGHUGHOD\ VHFRQGV PLQXWHVURXQGHGXSWRPLQXWHV x 6ORZ2UGHUGDPDJHV PLQXWHV[SHUPLQXWH IRUVXEMHFWWUDLQ 5DLO6HUYLFH,QWHUUXSWLRQ
SHUPLQXWHRUSRUWLRQWKHUHRIIRUHDFK
PLQXWH RI GHOD\ IRU HDFK WUDLQ GHOD\HG DV GHWHUPLQHG E\ 6&55$ 7KH PD[LPXPFRVWIRUUDLOVHUYLFHLQWHUUXSWLRQZLOOEHIRUHDFKWUDLQ SHUGD\DQGDFXPXODWLYHGDLO\PD[LPXPRISHUGD\ ([DPSOH
PLQXWHGHOD\[WUDLQV[
5DLO 6HUYLFH 'LVUXSWLRQ ± $FWXDO FRVW RI DOWHUQDWLYH SDVVHQJHU WUDQVSRUWDWLRQ(VWLPDWHGFRVWFDQEHFDOFXODWHGDVSHUEXVWULS IRU HDFK EXV WULS UHTXLUHG WR WUDQVSRUW SDVVHQJHUV DURXQG WKH RXW RI VHUYLFH WUDFN DV GHWHUPLQHG E\ 6&55$ 7KH PD[LPXP FRVW IRU UDLO VHUYLFH GLVUXSWLRQ ZLOO EH IRU RQH GD\ 7KH FRVW ZLOO EH UHGXFHGWRLIDWOHDVWRQHWUDFNLVSXWLQRSHUDWLRQ ([DPSOH
SDVVHQJHUVSDVVHQJHUVSHUEXV EXVWULSVEXVWULSV[ SHUEXVWULS
& 6&55$ GDPDJHV QRWHG DERYH DUH DGGLWLYH DQG FXPXODWLYH DQG WKHUH LV D SRVVLELOLW\ WKDW WKH &RQWUDFWRU FRXOG EH UHVSRQVLEOH IRU PRUH WKDQ RQH W\SH RI DVVHVVPHQW

5.0 CONSTRUCTION

5.1 Demolition and Removal
$ :KHUHVWUXFWXUHVRYHURUDGMDFHQWWRWKHWUDFNVDUHWREHGHPROLVKHGWKHWUDFNV PXVW EH SURWHFWHG IURP GDPDJH GXULQJ WKH GHPROLWLRQ 7KH &RQWUDFWRU PD\ HPSOR\HLWKHURIWKHIROORZLQJPHWKRGV

303
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
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

5.2 Excavation and Backfill
$ $OO H[FDYDWLRQV PXVW EH FRQGXFWHG LQ FRPSOLDQFH ZLWK DSSOLFDEOH ODZ DQG UHJXODWLRQV DQG UHJDUGOHVV RI GHSWK PXVW EH VKRUHG ZKHQ ZLWKLQ WKH ]RQH RI LQIOXHQFH IURP WKH UDLOURDG ORDGLQJ RU ZKHQ QHFHVVDU\ WR SURWHFW VWUXFWXUHV IDFLOLWLHV RU SHUVRQQHO 6KRULQJ IRU H[FDYDWLRQV PXVW FRPSO\ ZLWK 6&55$ ³([FDYDWLRQ6XSSRUW*XLGHOLQHV´$Q\H[FDYDWLRQVKROHVRUWUHQFKHVRQ5LJKW RI:D\ PXVW EH FRYHUHG JXDUGHG DQG SURWHFWHG ZKHQ ZRUN LV QRW DFWLYHO\ 304
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ SURVHFXWHG :KHQ OHDYLQJ ZRUN VLWH DUHDV DW QLJKW DQG RYHU ZHHNHQGV WKH DUHDV PXVW EH VHFXUHG DQG OHIW LQ D FRQGLWLRQ WKDW ZLOO HQVXUH WKDW 6&55$ HPSOR\HHVDQGRWKHUSHUVRQQHOZKRPD\EHZRUNLQJRUSDVVLQJWKURXJKWKHDUHD DUHSURWHFWHGIURPDOOKD]DUGV$OOH[FDYDWLRQVPXVWEHEDFNILOOHGDVTXLFNO\DV SUDFWLFDEOH
% 7KH&RQWUDFWRUVKDOOVXEPLWDSODQVKRZLQJWKHOLPLWVRIDOOH[FDYDWLRQVZLWKLQWKH 5LJKWRI:D\ RI 6&55$ DQGWKHPHWKRG RI VXSSRUW ZKHQ VXSSRUW LV UHTXLUHG 7KH &RQWUDFWRU VKDOO QRW PDNH DQ\ H[FDYDWLRQV RQ 5LJKWRI:D\ RU ZLWKLQ WKH ]RQH RI UDLOURDG ORDG LQIOXHQFH DV GHILQHG LQ )LJXUH RI6&55$ ³([FDYDWLRQ 6XSSRUW *XLGHOLQHV´ XQWLO WKH &RQWUDFWRU
V H[FDYDWLRQ SODQ LWV SODQV DQG
FDOFXODWLRQVIRUWKHVXSSRUWRIWKHH[FDYDWLRQDQG66:3DUHDSSURYHGLQZULWLQJ E\6&55$
& 2SHQ H[FDYDWLRQ DUHDV VKDOO EH SURWHFWHG SHU 26+$ UHJXODWLRQV DQG E\ ZDONZD\V ZLWK KDQGUDLOV QR FORVHU WKDQ IHHW LQFKHV KRUL]RQWDOO\ IURP WKH FHQWHUOLQH RI WKH QHDUHVW RSHUDWLQJ WUDFN LI WDQJHQW DQG IHHW LQFKHV LI WKH
WUDFN LV FXUYHG )XUWKHUPRUHWKH ZDONZD\V VKDOO EH QR OHVVWKDQ IHHW ZLGH DQGWKHKDQGUDLOVVKDOOEHQROHVVWKDQIHHWKLJKDQGFDSDEOHRIZLWKVWDQGLQJ SRXQGVRIODWHUDOIRUFH
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
( 7KH&RQWUDFWRUVKDOOFRPSDFWDOOEDFNILOOZLWKLQ5LJKWRI:D\WRDPLQLPXPRI
SHUFHQW RI PD[LPXP VWDQGDUG GHQVLW\ LQ DFFRUGDQFH ZLWK $$6+72 7

RU
$670'
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
) 7KH &RQWUDFWRU VKDOO SHUIRUP H[FDYDWLRQ DQG JUDGLQJ VR WKDW WKH ILQLVKHG VXUIDFHV DUH LQ XQLIRUP SODQHV ZLWK QR DEUXSW EUHDNV LQ VXUIDFH DQG KDYLQJ SRVLWLYH GUDLQDJH RQ WKH 5LJKWRI:D\ DZD\ IURP WKH WUDFN VWUXFWXUH DQG WR DSSURYHGFDWFKPHQWDUHDV

5.3 Storage of Materials and Equipment
$ 0DWHULDOV DQG HTXLSPHQW VKDOO QRW EH VWRUHG ZKHUH WKH\ ZLOO LQWHUIHUH ZLWK 6&55$ RSHUDWLRQV QRU RQ WKH ULJKWRIZD\ ZLWKRXW ILUVW KDYLQJ REWDLQHG 305
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ SHUPLVVLRQ IURP 6&55$ 7KH SHUPLVVLRQ ZLOO EH ZLWK WKH XQGHUVWDQGLQJ WKDW 6&55$ ZLOO QRW EH OLDEOHIRU GDPDJHWR VXFKPDWHULDO DQG HTXLSPHQWIURP DQ\ FDXVHDQG6&55$PD\PRYHRUUHTXLUHWKH&RQWUDFWRUWRPRYHDW&RQWUDFWRU¶V H[SHQVHVXFKPDWHULDODQGHTXLSPHQW
% $OOFRQVWUXFWLRQPDFKLQHU\WKDWLVOHIWSDUNHGQHDUWKHWUDFNXQDWWHQGHGVKDOOEH HIIHFWLYHO\LPPRELOL]HGVRWKDWLWFDQQRWEHPRYHGE\XQDXWKRUL]HGSHUVRQV7KH &RQWUDFWRU VKDOO SURWHFW GHIHQG LQGHPQLI\ DQG VDYH 6&55$ DQG PHPEHU DJHQFLHVKDUPOHVVIURPDQGDJDLQVWDOOORVVHVFRVWVH[SHQVHVFODLPRUOLDELOLW\ DULVLQJRXWRIRULQFLGHQWWRWKH&RQWUDFWRU¶VIDLOXUHWRLPPRELOL]HWKHFRQVWUXFWLRQ PDFKLQHU\

5.4 Shoring and Support of Excavation
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
% 7KH &RQWUDFWRU VKDOO VXEPLW D GHWDLOHG 66:3 GUDZLQJV DQG VXSSRUWLQJ FDOFXODWLRQV IRU DQ\ WHPSRUDU\ VXSSRUW RI H[FDYDWLRQ IRU 6&55$ UHYLHZ DQG DSSURYDO )RU WKH LQVWDOODWLRQ RI WHPSRUDU\ RU SHUPDQHQW VKRULQJ V\VWHPV LQFOXGLQJVROGLHUSLOHVDQGODJJLQJRULQWHUORFNHGVWHHOVKHHWLQJRQRUDGMDFHQWWR 5LJKWRI:D\ODWHUDOGHIOHFWLRQRIWKHVKRULQJV\VWHPSOXVWRSRIUDLOPRQLWRULQJLV UHTXLUHG 7KH IUHTXHQF\ RI PRQLWRULQJ PXVW FRPSO\ ZLWK 6&55$ ([FDYDWLRQ 6XSSRUW*XLGHOLQHV6HFWLRQ
DQG7UDFN0RQLWRULQJ7KHPRQLWRULQJSURJUDP
PXVWLGHQWLI\WKHVXUYH\ORFDWLRQVWKHGLVWDQFHEHWZHHQWKHORFDWLRQSRLQWVDQG IUHTXHQF\ RIPRQLWRULQJ EHIRUH GXULQJ DQG DIWHU FRQVWUXFWLRQ 7KH &RQWUDFWRU PXVW VXEPLW WKH PRQLWRULQJ SURJUDP IRU WKH WUDFN URDGEHG DQG VKRULQJ IRU UHYLHZDQGDSSURYDOSULRUWRVWDUWLQJZRUN
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
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ &RQWUDFWRU

5.5 Drilling and Pile Driving
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

5.6 Boring and Jacking
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³([FDYDWLRQ6XSSRUW*XLGHOLQHV´
% %RULQJ DQG MDFNLQJ RI FDVLQJV DQG RWKHU FRQGXLWV PXVW FRQIRUP WR WKH UHTXLUHPHQWV RI 6&55$ (QJLQHHULQJ 6WDQGDUG(6 DQG (6 )RU DQ\ FRQGXLWWKDW LV ERUHG RU MDFNHG XQGHUWKHWUDFNWKH &RQWUDFWRUPXVW JXDUDQWHH WKHZRUNDJDLQVWVHWWOHPHQWIRUWZR\HDUVDIWHUWKHFRPSOHWLRQRIWKHZRUN & 7KH &RQWUDFWRU VKDOO VXEPLW GHWDLOHG 66:3 DQG SODQV IRU MDFNLQJ DQG ERULQJ 307
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ RSHUDWLRQV LQFOXGLQJ WKH GHVLJQ RI WHPSRUDU\ VXSSRUWV IRU WKH MDFNLQJ DQG UHFHLYLQJSLWVDQGWUDFNPRQLWRULQJSODQWR6&55$5HSUHVHQWDWLYHIRUDSSURYDO SULRUWRWKHVWDUWRIDQ\ZRUN

5.7 Temporary Structures
$ )RUPZRUNIDOVHZRUN JX\LQJ EUDFLQJ DQG RWKHU WHPSRUDU\ VWUXFWXUHVPXVW EH GHVLJQHG WR UHVLVW DOO LPSRVHG FRQVWUXFWLRQ OLYH DQG GHDG ORDGV LQFOXGLQJ ZLQG DQG VHLVPLF ORDGV 5DLOURDG WUDFN VWUXFWXUHV HTXLSPHQW RU RWKHU UDLOURDG IDFLOLWLHVPD\QRWEHXVHGWRVHFXUHRUEUDFHWHPSRUDU\RUSHUPDQHQWVWUXFWXUHV GXULQJFRQVWUXFWLRQ
% 'HVLJQV IRU IDOVHZRUN DERYH DQ\ WUDFNV VKDOO FRQIRUP WR 6&55$ *UDGH 6HSDUDWLRQ *XLGHOLQHV DQGWKH &DOWUDQV )DOVHZRUN0DQXDO )DOVHZRUN RYHU RU DGMDFHQWWRUDLOURDGWUDFNVVKDOOPHHWWKHUHTXLUHPHQWVLQWKH&DOWUDQV)DOVHZRUN 0DQXDO IRU IDOVHZRUN RYHU WUDIILF
WUDIILF RSHQLQJV
7KH DGGLWLRQDO SURYLVLRQV
VWLSXODWHGWKH³*XLGHOLQHVIRU'HVLJQRI)DOVHZRUNIRU6WUXFWXUHV2YHU5DLOURDGLQ &RQQHFWLRQ ZLWK +LJKZD\ *UDGH 6HSDUDWLRQ &RQVWUXFWLRQ´ LVVXHG E\ WKH 6RXWKHUQ3DFLILF/LQHV
)DOVHZRUN0HPR1R
VKDOOEHLQFOXGHGLQDOOGHVLJQV
RIIDOVHZRUNRYHU6&55$WUDFNV&ROOLVLRQSRVWVDUHUHTXLUHG & 7KH &RQWUDFWRU VKDOO VXEPLW D GHWDLOHG 66:3 DQG SURFHGXUH IRU HUHFWLQJ DQG UHPRYDO RI WKH IDOVHZRUN VSDQV RYHU UDLOURDG WUDFNV (TXLSPHQW XVHG IRU WKH HUHFWLRQ RU UHPRYDO RI VWUXFWXUHV RYHU UDLOURDGIDFLOLWLHV VKDOO KDYH DPLQLPXP OLIWLQJ FDSDFLW\ RI RQH KXQGUHGVL[W\ VHYHQ SHUFHQW
RI WKH OLIW ZHLJKW

RSHUDWLRQDO FDSDFLW\ OLPLWHG WR VL[W\ SHUFHQW

RI WKH WLSSLQJ ORDG RU WKH
ERRP VWUXFWXUDO ORDG
7KH SURFHGXUH VKDOO LQGLFDWH WKH FDSDFLW\ RI FUDQHV ORFDWLRQ RI FUDQHV ZLWK UHVSHFW WR WKH WUDFNV DQG HVWLPDWHG OLIWLQJ ORDGV 7KH HUHFWLRQ SURFHGXUH PXVW EH SUHSDUHG E\ D &DOLIRUQLD 5HJLVWHUHG 3URIHVVLRQDO (QJLQHHUDQGVKDOOEHDUKLVRUKHUVHDODQGVLJQDWXUH7KHSURFHGXUHPXVWEH DSSURYHGE\6&55$
' 7KH &RQWUDFWRU VKDOO IXUQLVK WR 6&55$ 5HSUHVHQWDWLYH IRXU VHWV RI ZRUNLQJ GUDZLQJV DQG D FRSLHV RI WKH &RQWUDFWRU
V SODQV LOOXVWUDWLQJ DQG GHVFULELQJ WKH
GHWDLOV RI FRQVWUXFWLRQ DIIHFWLQJ 5LJKWRI:D\ DQGWUDFNV7KH ZRUNLQJ GUDZLQJ PXVW LQFOXGH WKH SURSRVHG PHWKRG RI LQVWDOODWLRQ DQG UHPRYDO RI IDOVHZRUN VKRULQJ RU FULEELQJ 7KH &RQWUDFWRU VKDOO DOVR IXUQLVK WZR VHWV RI VWUXFWXUDO FDOFXODWLRQV RI DQ\ IDOVHZRUN VKRULQJ RU FULEELQJ $ UHJLVWHUHG SURIHVVLRQDO HQJLQHHU OLFHQVHG WR SUDFWLFH LQ WKH 6WDWH RI &DOLIRUQLD VKDOO VHDO DQG VLJQ DOO GUDZLQJVDQGFDOFXODWLRQV7KH&RQWUDFWRUVKDOOQRWEHJLQZRUNXQWLO6&55$KDV UHYLHZHGDQGDSSURYHGWKHSODQV

5.8 Hoisting Operations
$ 7KH&RQWUDFWRUVKDOOVXEPLWDGHWDLOHG66:3DQGSURFHGXUHIRUDQ\FUDQHPDVW RU ERRP RSHUDWLRQV RQ RYHU RU DGMDFHQW WR 5LJKWRI:D\ WR 6&55$ 5HSUHVHQWDWLYH IRU DSSURYDO SULRU WR WKH VWDUW RI KRLVWLQJ RSHUDWLRQV 7KH &RQWUDFWRU VKDOO VXEPLWIRXU

FRSLHV RIWKH GHWDLOHG SURFHGXUHIRU HUHFWLRQRI WKH SURSRVHG VWUXFWXUHV RYHU RU DGMDFHQW WR 6&55$¶V WUDFNV RU 5LJKWRI:D\ 7KLVSURFHGXUHVKDOOLQFOXGHDSODQVKRZLQJWKHORFDWLRQVRIFUDQHVKRUL]RQWDOO\ 308
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP

5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ DQG YHUWLFDOO\ RSHUDWLQJ UDGLL ZLWK VWDJLQJ ORFDWLRQV VKRZQ LQFOXGLQJ EHDP SODFHPHQWRQJURXQGRUWUXFNXQORDGLQJVWDJLQJSODQ3ODQ VKRXOGDOVRLQFOXGH WKHORFDWLRQRIDOOWUDFNVRWKHUUDLOURDGIDFLOLWLHV
ZLUHVSROHVDGMDFHQWVWUXFWXUHV
RUEXULHGXWLOLWLHVWKDWFRXOGEHDIIHFWHGVKRZLQJWKDWWKHSURSRVHGOLIWVDUHFOHDU RI WKHVH REVWUXFWLRQV 1R FUDQH RU HTXLSPHQW PD\ EH VHW RQ 6&55$ UDLOV RU WUDFNVWUXFWXUH
% 7KH IROORZLQJ DGGLWLRQDO LQIRUPDWLRQ PXVW EH LQFOXGHG LQ WKH VXEPLWWDO DV

DSSOLFDEOH

$OO DVEXLOW EULGJH VHDWV DQG WRS RI UDLO HOHYDWLRQV VKDOO EH IXUQLVKHG WR 6&55$ 5HSUHVHQWDWLYH IRU UHYLHZ DQG YHULILFDWLRQ DW OHDVW GD\V LQ DGYDQFH RI FRQVWUXFWLRQ RU HUHFWLRQ WR HQVXUH WKDW PLQLPXP YHUWLFDO FOHDUDQFHV DV DSSURYHG LQ WKH SODQV ZLOO EH DFKLHYHG &RPSXWDWLRQV PXVWEHPDGHIRUWKHZHLJKWRIWKHPDWHULDOVDUWLFOHVRUHTXLSPHQWEHLQJ OLIWHGPXVWEHVXEPLWWHG&RPSXWDWLRQVVKDOOEHPDGHIURPSODQVRIWKH VWUXFWXUDO PHPEHUV EHLQJ HUHFWHG DQG WKRVH SODQV RU VHFWLRQV WKHUHRI VKDOODOVREHLQFOXGHGLQWKHVXEPLWWDO
WKHZHLJKWVKDOOLQFOXGHWKHZHLJKW
RIFRQFUHWHRURWKHUPDWHULDOVLQFOXGLQJOLIWLQJULJJLQJ &UDQH UDWLQJ VKHHWV VKRZLQJ FUDQHV WR EH DGHTXDWH IRU RI WKH DFWXDOZHLJKWRIWKHSLFN$FRPSOHWHVHWRIFUDQHFKDUWVLQFOXGLQJFUDQH FRXQWHUZHLJKWPD[LPXP ERRP DQJOH DQG ERRP QRPHQFODWXUH LVWREH VXEPLWWHG 6DIHW\ IDFWRUV WKDW DUH LQFOXGHG E\ WKH PDQXIDFWXUHU LQ WKH FUDQH FKDUWV DUH QRW WR EH FRQVLGHUHG ZKHQ GHWHUPLQLQJ WKH DGGLWLRQDOFDSDFLW\
$GDWDVKHHWVKDOOEHSUHSDUHGOLVWLQJWKHW\SHVL]HDQGDUUDQJHPHQWVRI VOLQJV VKDFNOHV RU RWKHU FRQQHFWLQJ HTXLSPHQW ,QFOXGH FRSLHV RI D FDWDORJ RU LQIRUPDWLRQ VKHHWV IRU VSHFLDOL]HG HTXLSPHQW $OO VSHFLILF FRPSRQHQWVSURSRVHGIRUXVHVKDOOEHFOHDUO\LGHQWLILHGDQGKLJKOLJKWHGLQ WKH VXEPLWWHG GRFXPHQWV 7KH VDIH ZRUNLQJ ORDG FDSDFLW\ RI WKH FRQQHFWLQJHTXLSPHQWVKDOOEHDERYHWKHFDOFXODWHGZHLJKWRIWKH SLFN
$ FRPSOHWH ZULWWHQ SURFHGXUH LV WR EH LQFOXGHG WKDW GHVFULEHV WKH VHTXHQFHRIHYHQWVLQGLFDWLQJWKHRUGHURIOLIWVDQGDQ\ UHSRVLWLRQLQJRU UHFRQQHFWLQJRIWKHFUDQHRUFUDQHV
$WLPHVFKHGXOHIRUHDFKRIWKHYDULRXVVWDJHVPXVWEHVKRZQDVZHOODV DVFKHGXOHIRUWKHHQWLUHOLIWLQJSURFHGXUH7KHSURSRVHGWLPHIUDPHVIRU DOO FULWLFDO VXEWDVNV
HJ SHUIRUPLQJ DHULDO VSOLFHV LQVWDOOLQJWHPSRUDU\ EUDFLQJ HWF
VKDOO EH IXUQLVKHG VR WKDW WKH SRWHQWLDO LPSDFW WR 6&55$ RSHUDWLRQVPD\EHDVVHVVHGDQGHOLPLQDWHGRUPLQLPL]HG 7KH QDPHV DQG H[SHULHQFH RIWKH NH\ &RQWUDFWRU SHUVRQQHO LQYROYHG LQ WKH RSHUDWLRQ VKDOO EH LQFOXGHG LQ WKH &RQWUDFWRU¶V PHDQV DQGPHWKRGV VXEPLVVLRQ
'HVLJQ DQG VXSSRUWLQJ FDOFXODWLRQV SUHSDUHG E\ WKH 3URIHVVLRQDO (QJLQHHU IRU LWHPV LQFOXGLQJ WKH WHPSRUDU\ VXSSRUW RI FRPSRQHQWV RU LQWHUPHGLDWHVWDJHVVKDOOEHVXEPLWWHGIRUUHYLHZ$JXDUGUDLORUFROOLVLRQ SRVWZLOOEHUHTXLUHGWREHLQVWDOOHGLQDWUDFNZKHUHDWHPSRUDU\EHQWLV ORFDWHGZLWKLQILIWHHQ

IHHWIURPWKHFHQWHUOLQHRIWKDWWUDFN
7KH SURSRVHG HUHFWLRQ SURFHGXUH PXVW EH DSSURYHG E\ 6&55$ 5HSUHVHQWDWLYHSULRUWRXQGHUWDNLQJZRUNRQWKH3URMHFW 309
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

7KH &RQWUDFWRU VKDOO SURYLGH WLPHO\ FRPPXQLFDWLRQ WR 6&55$ 5HSUHVHQWDWLYH ZKHQ VFKHGXOLQJ WKH HUHFWLRQUHODWHG ZRUN VR WKDW 6&55$ 5HSUHVHQWDWLYH PD\ EH SUHVHQW GXULQJ WKH HQWLUH HUHFWLRQ SURFHGXUH
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

5.9 Clearances
$ 7KH &RQWUDFWRU PXVW QRW SLOH RU VWRUH DQ\ PDWHULDOV PDFKLQHU\ RU HTXLSPHQW FORVHUWKDQ
WRWKH FHQWHUOLQHRIWKHQHDUHVW6&55$WUDFNDQGRQO\WKHQ ZLWKWKHSHUPLVVLRQRI6&55$0DWHULDOVPDFKLQHU\RUHTXLSPHQWPXVWQRWEH VWRUHGRU OHIWZLWKLQIHHW RI DQ\ KLJKZD\ UDLOURDGDWJUDGH FURVVLQJVZKHUH VWRUDJH RI WKH VDPH ZLOO LQWHUIHUH ZLWK WKH VLJKW GLVWDQFHV RI PRWRULVWV DSSURDFKLQJ WKH FURVVLQJ 3ULRU WR WKH VWDUW RI ZRUN WKH &RQWUDFWRU PXVW HVWDEOLVKDVWRUDJHDUHDZLWKFRQFXUUHQFHRI6&55$UHSUHVHQWDWLYH % 8QOHVVVKRZQRWKHUZLVHRQWKH&RQWUDFW'UDZLQJVDQGDSSURYHGE\6&55$WKH &RQWUDFWRUVKDOODELGHE\WKHIROORZLQJWHPSRUDU\FOHDUDQFHVGXULQJFRQVWUXFWLRQ 7KH &RQWUDFWRU VKDOO QRW SODFH IRUPV PDWHULDOV VSRLOV RU RWKHU WHPSRUDU\ FRQVWUXFWLRQ LQFOXGLQJ EUDFLQJ RU ZRUN SODWIRUPV ZLWKLQ WKH FOHDU DUHD GHILQHG EHORZXQOHVVDSSURYHGLQZULWLQJE\6&55$

+RUL]RQWDOO\DWULJKWDQJOHVIURPFHQWHUOLQHRIQHDUHVWWUDFN
9HUWLFDOO\DERYHWKHWRSRIWKHKLJKHVWUDLO
& $W QRWLPHPD\WKH&RQWUDFWRU UHGXFHWKHPLQLPXP FOHDUDQFHVUHTXLUHGE\WKH &DOLIRUQLD3XEOLF 8WLOLWLHV &RPPLVVLRQ
&38&
*HQHUDO 2UGHU ' RU EORFN RU
UHVWULFWWKH YLVLELOLW\ RI DQ\ VLJQDO RU UDLOURDG ZDUQLQJ GHYLFH $Q\ LQIULQJHPHQW ZLWKLQWKHFOHDUDQFHVHVWDEOLVKHGE\*HQHUDO2UGHU'GXHWRWKH&RQWUDFWRU V
RSHUDWLRQVPXVWEH VXEPLWWHGWR6&55$DQGWKHRSHUDWLQJ UDLOURDGVDQGPXVW QRW EH XQGHUWDNHQ XQWLO DSSURYHG LQ ZULWLQJ E\ 6&55$ DQG XQWLO 6&55$ KDV REWDLQHG DQ\ QHFHVVDU\ DXWKRUL]DWLRQIURPWKH&38&IRUWKH LQIULQJHPHQW 1R H[WUDFRPSHQVDWLRQZLOOEHDOORZHGLQWKHHYHQWWKH&RQWUDFWRU VZRUNLVGHOD\HG
SHQGLQJDSSURYDOE\6&55$WKHRSHUDWLQJUDLOURDGVRUWKH&38&DVDSSOLFDEOH ' 7KHWHPSRUDU\FOHDUDQFHUHTXLUHPHQWVQRWHGDERYHVKDOODOVRDSSO\WRDOORWKHU SK\VLFDO REVWUXFWLRQV LQFOXGLQJ EXW QRW OLPLWHGWR VWRFNSLOHVRIPDWHULDO SDUNHG HTXLSPHQW SODFHPHQW RU GULYLQJ RI SLOHV DQG EUDFLQJ RU RWKHU FRQVWUXFWLRQ VXSSOLHV
( 5HGXFHG WHPSRUDU\ FRQVWUXFWLRQ FOHDUDQFHV ZKLFK DUH OHVV WKDQ FRQVWUXFWLRQ FOHDUDQFHV GHILQHG DERYH ZLOO UHTXLUH VSHFLDO UHYLHZ DQG DSSURYDO E\ 6&55$ 310
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ DQGLIOHVVWKDQWKH VWDWXWRU\PLQLPXPWKH&38&$Q\SURSRVHG YDULDQFHRQ WKH VSHFLILHG PLQLPXP FOHDUDQFHV GXH WR WKH &RQWUDFWRU V RSHUDWLRQV VKDOO EH
VXEPLWWHGWR 6&55$ 5HSUHVHQWDWLYH DQGWKH 3XEOLF $JHQF\ DW OHDVWWKLUW\

ZRUNLQJ GD\V LQ DGYDQFH RI WKH ZRUN 1R ZRUN VKDOO EH XQGHUWDNHQ XQWLO WKH YDULDQFHLVDSSURYHGLQZULWLQJE\6&55$5HSUHVHQWDWLYH ) 3DUDOOHOWRWKHRXWHUVLGHRIHDFKH[WHULRUWUDFNRIPXOWLSOHRSHUDWHGWUDFNVDQGRQ HDFKVLGHRIVLQJOHRSHUDWHGWUDFNDQXQREVWUXFWHGFRQWLQXRXVVSDFHVXLWDEOHIRU

WUDLQPDQ
V XVH LQ ZDONLQJ DORQJ WUDLQV H[WHQGLQJ LQ ZLGWK QRW OHVV WKDQ WZHOYH IHHW

SHUSHQGLFXODU IURP FHQWHUOLQH RI WUDFN PXVW EH PDLQWDLQHG $Q\ WHPSRUDU\ LPSHGLPHQWV WR ZDONZD\V DQG WUDFN GUDLQDJH HQFURDFKPHQWV RU REVWUXFWLRQV DOORZHG GXULQJ ZRUNLQJ KRXUV PXVW EH FRYHUHG JXDUGHG DQGRU SURWHFWHGDVVRRQDVSUDFWLFDEOH:DONZD\VZLWKUDLOLQJVVKDOOEHFRQVWUXFWHGE\ WKH&RQWUDFWRURYHURSHQH[FDYDWLRQDUHDVZKHQLQFORVHSUR[LPLW\RIWUDFNDQG UDLOLQJVVKDOOQRWEHFORVHUWKDQ

SHUSHQGLFXODUIURPWKHFHQWHUOLQHRIWDQJHQW
WUDFNRU
KRUL]RQWDOIURPFXUYHGWUDFN

5.10 Temporary Traffic Control Plan
$ 7KH &RQWUDFWRU
V RSHUDWLRQV ZKLFK FRQWURO WUDIILF DFURVV RU DURXQG 6&55$ IDFLOLWLHV VKDOO EH FRRUGLQDWHG ZLWK DQG DSSURYHG E\ ERWK 6&55$ DQG 3XEOLF $JHQF\DQGVKDOOEHLQFRPSOLDQFHZLWK6HFWLRQHWVHTRIWKH&DOLIRUQLD 9HKLFOH &RGH DQG WKH &DOLIRUQLD 0DQXDO RI 8QLIRUP 7UDIILF &RQWURO 'HYLFHV

&DOLIRUQLD 087&'
7UDIILF FRQWURO LQ WKH YLFLQLW\ RI KLJKZD\ UDLOURDG JUDGH FURVVLQJV VKDOO FRQIRUP WR WKH 6HFWLRQ *
RI WKH &DOLIRUQLD 087&' DQG
6&55$6WDQGDUG(67KH&RQWUDFWRU VKDOOSHUIRUPQRZRUNDWRULQWKH YLFLQLW\ RI D KLJKZD\UDLOURDG JUDGH FURVVLQJ ZLWKRXWWKH SUHVHQFH RI D UDLOURDG (,& QRWZLWKVWDQGLQJ WKDW WKH ZRUN RI WKH &RQWUDFWRU PD\ QRW EH SK\VLFDOO\ ORFDWHGRQ5LJKWRI:D\
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
' 6&55$ZLOOQRWSHUPLWWHPSRUDU\DWJUDGHFURVVLQJVXQOHVVDEVROXWHO\QHFHVVDU\ DQGWKHUHLVQRSUDFWLFDEOHDOWHUQDWLYHURXWHDYDLODEOHWR&RQWUDFWRUWRDFFHVVWKH 3URMHFW VLWH 7HPSRUDU\ FURVVLQJV LI SHUPLWWHG PXVW FRQIRUP WR 6&55$ 6WDQGDUG (6 $OO ZRUN DW WHPSRUDU\ FURVVLQJV WKDW OLHV EHWZHHQ WKH UDLOV DQGZLWKLQIHHWRIWKHFHQWHUOLQHRIWKHWUDFNRQHDFKVLGHPD\EHSHUIRUPHG E\6&55$DWWKHFRVWDQGH[SHQVHRIWKH&RQWUDFWRU

5.11 Performance Bond
311
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ $ 7KH&RQWUDFWRUPXVWIXUQLVKDSHUIRUPDQFHERQGZKHQDQ\H[FDYDWLRQ VKRULQJ DQG VXSSRUW RI H[FDYDWLRQ RU ERULQJ DQGMDFNLQJ RI SLSH DQG FDVLQJ PD\ DIIHFW WKH VWDELOLW\ RIWKH UDLOURDGIDFLOLW\ RUWUDFN
V
RU VHWWOHPHQW RIWKH VRLO DURXQG D
SLSHLQWKHDPRXQWVKRZQLQWKHIROORZLQJWDEOH

Construction Activity Bond Amount
([FDYDWLRQDQGVKRULQJ
´&DVLQJ
´&DVLQJ
´&DVLQJ
´&DVLQJ
´&DVLQJ
´&DVLQJ
´&DVLQJ
2YHU´&DVLQJ 6&55$$SSURYDO

6.0 UTILITIES

6.1 Protection of Underground Facilities
$ 6LJQDO FRPPXQLFDWLRQ ILEHURSWLF SHWUROHXP QDWXUDO JDV HOHFWULF SRZHU DQG RWKHUXWLOLWLHVDUHSUHVHQWLQ5LJKWRI:D\'HOD\VDQGGLVUXSWLRQVWRVHUYLFHPD\ FDXVHEXVLQHVVLQWHUUXSWLRQVLQYROYLQJORVVRIUHYHQXHDQGSURILWVGDQJHUWRWUDLQ RSHUDWLRQVDQGUHOHDVHRISRWHQWLDOO\KD]DUGRXVRUIODPPDEOHFRPSRXQGV7KH &RQWUDFWRUPXVWWDNHVSHFLDOSUHFDXWLRQVDQGFDUHLQFRQQHFWLRQZLWKH[FDYDWLQJ VKRULQJ DQG RWKHU VXEVXUIDFH FRQVWUXFWLRQ WR DYRLG GDPDJH WR VXEVXUIDFH IDFLOLWLHV
% %HIRUHH[FDYDWLQJWKH&RQWUDFWRUPXVWGHWHUPLQHZKHWKHUDQ\XQGHUJURXQGSLSH OLQHV HOHFWULF ZLUHV RU FDEOHV LQFOXGLQJILEHU RSWLF FDEOH V\VWHPV DUH SUHVHQW DQG ORFDWHG ZLWKLQ WKH 3URMHFW ZRUN DUHD E\ FDOOLQJ WKH 6RXWKHUQ &DOLIRUQLD 8QGHUJURXQG 6HUYLFH $OHUW DW 6&55$ LV QRW D PHPEHU RI 8QGHUJURXQG 6HUYLFH $OHUW
'LJ$OHUW
DQG 6&55$ VLJQDO DQG FRPPXQLFDWLRQ OLQHV PXVW EH ORFDWHGE\FRQWDFWLQJ6&55$6LJQDO'HSDUWPHQW
& 3RWKROLQJ DQG VXEVXUIDFH XWLOLWLHV DQG IDFLOLWLHV YHULILFDWLRQ ZRUN VKDOO EH FRPSOHWHGDWOHDVWGD\VLQDGYDQFHRIDQ\H[FDYDWLRQZRUNZLWKLQWKHOLPLWVRI DQ\ FRQVWUXFWLRQ 7KH LQWHQW RI SHUIRUPLQJ SRWKROLQJ DQG ILHOG YHULILFDWLRQ RI XQGHUJURXQGXWLOLWLHVZHOOLQDGYDQFHRIDQ\UHORFDWLRQSURWHFWLRQRUPRGLILFDWLRQ RIXWLOLWLHVLVWRSUHFOXGHDQ\GHOD\VRUGLVUXSWLRQDULVLQJIURPXWLOLW\UHORFDWLRQDQG DOORZ IRU UHGHVLJQ DQG UHLVVXDQFH RI SODQV DQG UHODWHG &RQWUDFW 'RFXPHQWV $FFRUGLQJO\DQ\IDLOXUHRQWKH&RQWUDFWRU
VSDUWWRSHUIRUPWKHSRWKROLQJDQGILHOG
YHULILFDWLRQRIXWLOLWLHVZLWKLQWKHWLPHIUDPHVOLVWHGDERYHVKDOOEHVXIILFLHQWFDXVH 312
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ WR UHMHFW DQ\ FODLPV E\ WKH &RQWUDFWRU IRU GHOD\V DVVRFLDWHG ZLWK XWLOLW\ UHORFDWLRQV
' :KHQWKHH[FDYDWLRQLVZLWKLQWKHDSSUR[LPDWHORFDWLRQRIVXEVXUIDFHLQVWDOODWLRQ WKH&RQWUDFWRUVKDOOGHWHUPLQHWKHH[DFWORFDWLRQRIWKHVXEVXUIDFHLQVWDOODWLRQVLQ FRQIOLFWZLWKWKHH[FDYDWLRQE\H[FDYDWLQJZLWKKDQGWRROVZLWKLQWKHDUHDRIWKH DSSUR[LPDWH ORFDWLRQ RI VXEVXUIDFH LQVWDOODWLRQV DV SURYLGHG E\ WKH XWLOLW\ FRPSDQLHV DQG 6&55$ LQ DFFRUGDQFH ZLWK 6HFWLRQ RI &DOLIRUQLD 6WDWH ODZ EHIRUH XVLQJ DQ\ SRZHURSHUDWHG RU SRZHUGULYHQ H[FDYDWLQJ RU ERULQJ HTXLSPHQW
( 7KH &RQWUDFWRU VKDOO SRWKROH DQG SK\VLFDOO\ ORFDWH DOO XWLOLWLHV LQFOXGLQJ VLJQDO DQG FRPPXQLFDWLRQV OLQHV ZLWKLQ WZR

IHHW RI UDLOURDG YHKLFOH RU SHGHVWULDQ
JDWHV WR FRQIRUP GHSWK DQG ODWHUDO ORFDWLRQ 7KH &RQWUDFWRU WR FRPSO\ ZLWK DOO UHTXLUHPHQWVRIWKHXWLOLW\FRPSDQLHVZKLFKPD\EHPRUHVWULQJHQW ) $OO XQGHUJURXQG DQG RYHUKHDG ZLUHVPXVW EH FRQVLGHUHG +,*+92/7$*( DQG GDQJHURXVXQWLOYHULILHGZLWKWKHFRPSDQ\KDYLQJRZQHUVKLSRIWKHOLQH,WLVWKH &RQWUDFWRU
V UHVSRQVLELOLW\WRQRWLI\DQ\RWKHU FRPSDQLHVWKDWKDYHXQGHUJURXQG XWLOLWLHVLQWKHDUHDDQGDUUDQJHIRUWKHORFDWLRQRIDOOXQGHUJURXQGXWLOLWLHVEHIRUH H[FDYDWLQJ,QGLYLGXDORZQHUVRIXWLOLWLHVPD\UHTXLUHWKDWDQLQVSHFWRUHPSOR\HG E\WKHXWLOLW\RZQHUEHSUHVHQWGXULQJDQ\H[FDYDWLRQQHDUWKHXWLOLW\ * ,Q DGGLWLRQ WR FDOOLQJ WKH 6RXWKHUQ &DOLIRUQLD 8QGHUJURXQG 6HUYLFH $OHUW 'LJ
$OHUW
WKH&RQWUDFWRU VKDOO FDOO6&55$
V &DOO%HIRUH<RX'LJQXPEHUDWOHDVW
KRXUV SULRUWR FRPPHQFLQJ ZRUN DW

GXULQJ QRUPDO EXVLQHVV
KRXUV ,Q FDVH RI HPHUJHQFLHV LQYROYLQJ 6&55$ VLJQDO RU FRPPXQLFDWLRQ IDFLOLWLHV WKH &RQWUDFWRU VKDOO FDOO

7KH VLJQDO DQG
FRPPXQLFDWLRQHPHUJHQF\SKRQHOLQHLVVWDIIHGKRXUVDGD\GD\VDZHHN ,IDWHOHFRPPXQLFDWLRQVV\VWHPLVEXULHGDQ\ZKHUHRQRUQHDU5LJKWRI:D\WKH &RQWUDFWRU ZLOO FRRUGLQDWH ZLWK6&55$ DQGWKHWHOHFRPPXQLFDWLRQ FRPSDQ\WR DUUDQJH IRU UHORFDWLRQ RU RWKHU SURWHFWLRQ RI WKH V\VWHP SULRU WR EHJLQQLQJ DQ\ ZRUNRQRUQHDU5LJKWRI:D\1RWLFHPXVWEHJLYHQWRWKHIUHLJKWUDLOURDGVDQG ILEHU RSWLF FRPSDQLHV QRW OHVV WKDQ KRXUV SULRU WR ZRUN E\ FDOOLQJ WR SHUPLW WKHPWRDUUDQJHIRUWKHORFDWLRQRUSURWHFWLRQRIDQ\OLQHVXQGHUWKHLUFRQWURO + 7KH6&55$¶V&DOO%HIRUH<RX'LJQXPEHUVKDOOUHPDLQYDOLGIRUQRWPRUHWKDQ FDOHQGDU GD\V IURP WKH GDWH RI LVVXDQFH DQG DIWHU WKDW GDWH VKDOO UHTXLUH UHYDOLGDWLRQ
, ,I DW DQ\WLPH GXULQJ DQ H[FDYDWLRQIRU ZKLFKWKHUH LV D YDOLG6&55$ QXPEHU 6&55$ VLJQDO DQG FRPPXQLFDWLRQV ILHOG PDUNLQJV DUH QR ORQJHU UHDVRQDEO\ YLVLEOHWKH&RQWUDFWRUVKDOOFRQWDFW6&55$8SRQUHFHLYLQJWLPHO\QRWLILFDWLRQRU UHQRWLILFDWLRQ 6&55$ ZLOO UHORFDWH DQG UHPDUN ZLWKLQ WZR ZRUNLQJ GD\V WKH VLJQDO DQG FRPPXQLFDWLRQV OLQHVWKDWPD\ EH DIIHFWHG E\WKH H[FDYDWLRQWRWKH H[WHQWQHFHVVDU\DWWKH&RQWUDFWRUVROHFRVWDQGH[SHQVH - ,WLVWKHUHVSRQVLELOLW\RIWKH&RQWUDFWRUWRPDNHDUUDQJHPHQWVGLUHFWO\ZLWKXWLOLW\ FRPSDQLHV LQYROYLQJ WKH SURWHFWLRQ HQFDVHPHQW UHLQIRUFHPHQW UHORFDWLRQ UHSODFHPHQWUHPRYLQJRUDEDQGRQPHQWLQSODFHRIQRQUDLOURDGIDFLOLWLHVDIIHFWHG E\WKH3URMHFW6&55$ KDV QR REOLJDWLRQWR VXSSO\ DGGLWLRQDO 5LJKWRI:D\IRU 313
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
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

7.0 HAZARDOUS AND CONTAMINATED MATERIALS

7.1 Discharge
$ 'LVFKDUJH UHOHDVH RU VSLOO RQ 5LJKWRI:D\ RI DQ\ KD]DUGRXV VXEVWDQFHV RLO SHWUROHXP FRQVWLWXHQWV SROOXWDQWV FRQWDPLQDQWV RU DQ\ KD]DUGRXV ZDVWH LV SURKLELWHGDQG&RQWUDFWRUPXVWLPPHGLDWHO\QRWLI\6&55$5HSUHVHQWDWLYHRIDQ\ GLVFKDUJH UHOHDVH RU VSLOOV LQ H[FHVV RI D UHSRUWDEOH TXDQWLW\ 7KH &RQWUDFWRU PXVWQRWDOORZ5LJKWRI:D\WREHFRPHDWUHDWPHQWVWRUDJHRUWUDQVIHUIDFLOLW\DV WKRVHWHUPVDUHGHILQHGLQWKH5HVRXUFH&RQVHUYDWLRQDQG5HFRYHU\$FWRUDQ\ VWDWHDQDORJXH

7.2 Notification, Control and Disposal
$ ,I WKH &RQWUDFWRU GLVFRYHUV DQ\ KD]DUGRXV ZDVWH KD]DUGRXV VXEVWDQFH SHWUROHXP RU RWKHU GHOHWHULRXV PDWHULDO LQFOXGLQJ DQ\ QRQFRQWDLQHUL]HG FRPPRGLW\ RU PDWHULDO RQ RU DGMDFHQW WR 5LJKWRI:D\ LQ RU QHDU DQ\ VXUIDFH ZDWHU VZDPS ZHWODQGV RU ZDWHUZD\V DGMDFHQW WR WKH 5LJKWRI:D\ ZKLOH SHUIRUPLQJDQ\ZRUNRQWKLV3URMHFWWKH&RQWUDFWRUPXVWLPPHGLDWHO\
D
QRWLI\
WKH 3XEOLF $JHQF\
V 5HVLGHQW (QJLQHHU DQG 6&55$ 5HSUHVHQWDWLYH RI VXFK GLVFRYHU\

E
WDNH VDIHJXDUGV QHFHVVDU\ WR SURWHFW LWV HPSOR\HHV VXE FRQWUDFWRUV DJHQWV DQGWKLUG SDUWLHV
DQG
F
H[HUFLVH GXH FDUH ZLWK UHVSHFWWR
WKH UHOHDVH LQFOXGLQJ WKH WDNLQJ RI DQ\ DSSURSULDWH PHDVXUH WR PLQLPL]H WKH LPSDFWRIVXFKUHOHDVH

8.0 INSPECTION AND OBSERVATION

8.1 Site Inspections by SCRRA and Others
$ ,QDGGLWLRQWRWKHRIILFHUHYLHZVRIFRQVWUXFWLRQVXEPLWWDOVVLWHREVHUYDWLRQVZLOO EHSHUIRUPHGE\6&55$RULWVGHVLJQHHDWVLJQLILFDQWSRLQWVGXULQJFRQVWUXFWLRQ DVGHWHUPLQHGE\6&55$6LWH YLVLWVWRREVHUYHWKHSURJUHVVRIWKHZRUNPD\ EH SHUIRUPHG DW DQ\ WLPH WKURXJKRXW WKH FRQVWUXFWLRQ SURFHVV DV GHHPHG QHFHVVDU\E\6&55$
314
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ % )HGHUDORU6WDWHUHSUHVHQWDWLYHVPD\DOVRFRQGXFWLQVSHFWLRQVDQGWHVWVWRYHULI\ FRPSOLDQFHZLWK ODZV DQG UHJXODWLRQV6&55$PDLQWDLQV DQ(IILFLHQF\7HVWLQJ SURJUDPWR YHULI\WKHHIIHFWLYHQHVVRIWKH&RQWUDFWRU¶VFRPSOLDQFHZLWK &)5
±5DLOURDG:RUNSODFH6DIHW\UHJXODWLRQVDQG6&55$WKLUGSDUW\ZRUNUXOHV

8.2 SCRRA Efficiency Tests
$ 6&55$ UHSUHVHQWDWLYHV PD\ PDNH LQVSHFWLRQV DQG FRQGXFW WHVWV WR MXGJH WKH HIIHFWLYHQHVV RIWKH VDIHW\WUDLQLQJ DQG FRPSOLDQFH ZLWK6&55$ UHTXLUHPHQWV 7KH&RQWUDFWRUVKDOOFRRSHUDWHZLWK6&55$)HGHUDODQG6WDWHUHSUHVHQWDWLYHV DWDOOWLPHV'LVUHJDUGIRURUIDLOXUHWRFRPSO\ZLWKWKHUHTXLUHPHQWVRI &)5
± 5DLOURDG :RUNSODFH 6DIHW\ UHJXODWLRQV RU 6&55$ WKLUGSDUW\ VDIHW\ UHTXLUHPHQWVPD\ UHVXOWLQWKHUHPRYDORIDQRIIHQGLQJLQGLYLGXDOIURP5LJKWRI :D\ (JUHJLRXV RU UHSHDWHG GLVUHJDUGIRU DQ\ VDIHW\ UXOH RU UHTXLUHPHQWPD\ UHVXOWLQWKHWHUPLQDWLRQRIWKH&RQWUDFWRU¶V5LJKWRI(QWU\$JUHHPHQW

8.3 Scope of Inspections and Observations
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

9.0 CLEANING AND RESTORATION

9.1 Cleaning of Right-of-Way
$ 7KH &RQWUDFWRU VKDOO XSRQ FRPSOHWLRQ RI WKH ZRUN SURPSWO\ UHPRYH DOO RI WKH &RQWUDFWRU
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
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

EXHIBIT A

SCOPE OF SITE SPECIFIC WORK PLAN (SSWP)
All SSWPs shall be submitted in writing a minimum of 15 calendar days prior to the scheduled start of work within Right-of-Way. SCRRA will require a SSWP for all proposed work in or adjacent to Right-of-Way that affects the operation and safety of Metrolink passengers and trains. Provide detailed information on each task for SCRRA review and approval. A SSWP Checklist shall be submitted to SCRRA.

TASK DESCRIPTION
&RQWUDFWRU 3URYLGHWKHQDPHDQGDGGUHVVRIWKHFRQWUDFWRU 6FRSH 3URYLGH D EULHI GHVFULSWLRQ RI WKH ZRUN 'HVFULSWLRQ VKDOO LQFOXGH DOO DFWLYLWLHV QHFHVVDU\ WR SHUIRUP FRQVWUXFWLRQ WDVN ZLWKLQ 5LJKWRI:D\ LQFOXGLQJ XVH RI JUDGH FURVVLQJV PDLQ WUDFNV VLGLQJ VWDWLRQV DQG SURSRVHGVWRUDJHDUHD
%ULHI6FKHGXOH /LVWWKHSURMHFWEHJLQQLQJDQGHQGGDWHVDVZHOODVWLPHIRUWKHSURSRVHG DFWLYLWLHV
/RFDWLRQ ,GHQWLI\WKHFLW\FRXQW\VXEGLYLVLRQQDPHPLOHSRVWOLPLWVWUDFNVVLGLQJV RIWKHSURSRVHGZRUNDFWLYLW\
(TXLSPHQWV ,GHQWLILFDWLRQRIDOOHTXLSPHQWQHFHVVDU\IRUWKHVXFFHVVIXOFRPSOHWLRQRI WKH ZRUN DFWLYLWLHV $OO HTXLSPHQW VKDOO EH LQVSHFWHG FDOLEUDWHG DQG FHUWLILHG E\ WKH FRQWUDFWRU IRU SHUIRUPLQJ ZRUN LQ DQG DURXQG 5LJKWRI :D\ 3URYLGH SODQ LOOXVWUDWLQJ ORFDWLRQV RI HTXLSPHQW GXULQJ EXLOG XS RI
HTXLSPHQW
0DWHULDODQG
6WDJLQJ
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
+DXO5RXWHV ,GHQWLI\ WKH URXWHV WKDW ZLOO EH XVHG E\ WKH WUXFNV WR GHOLYHU PDWHULDOV &RQWUDFWRU ZLOO FRPPXQLFDWH ZLWK VXE
FRQWUDFWRUV WKH VDIHW\ RI WKH
UDLOURDGDQGDGKHUHQFHWRVDIHW\SURFHGXUHVZKLOHGHOLYHULQJPDWHULDOVWR WKH5LJKWRI:D\
6DIHW\3ODQ ,GHQWLILFDWLRQ RI SURSHU SHUVRQQHO SURWHFWLYH HTXLSPHQW 33(
DQG ZRUN
DUHD3URYLGHSODQIRUVDIHW\WUDLQLQJXWLOLW\QRWLILFDWLRQVZRUNZLQGRZV DQGPHDVXUHVWRSHUIRUPZRUNDFWLYLWLHVWRHIIHFWLYHO\UHGXFHWKHDPRXQW RIWLPH DQG HIIRUW UHTXLUHG GXULQJWKH DSSURYHG ZRUN ZLQGRZV LGHQWLILHG DQGVXEPLWWHG
316
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ &RQWLQJHQF\3ODQ ,QFOXGH EDFNXS RU FRQWLQJHQF\ SODQV IRU SXWWLQJ WKH V\VWHP EDFN LQ RSHUDWLRQLQFDVHRIHPHUJHQF\RULQFDVHWKHFRQWUDFWRUIDLOVWRSHUIRUP DQG FRPSOHWH WKH ZRUN RQ WLPH &RQWLQJHQF\ SODQ VKDOO DGGUHVV WKH YDULRXVVWDJHVRIFRQVWUXFWLRQ
:RUNVLWH
5HSUHVHQWDWLYH
1DPHV WLWOH SKRQHV
RIILFH DQG FHOOXODU
HPDLO DGGUHVV DQG GDWH DQG
WLPHRIDYDLODELOLW\
(PHUJHQF\
5HVSRQVH3ODQ
:ULWWHQ SURFHGXUHV IRU UHVSRQGLQJ WR HPHUJHQFLHV
SKRQHV FRQWDFW
QXPEHUVDGGUHVVHVDQGPDSV
IRULQFLGHQWSROLFHDPEXODQFHILUHDQG
PHGLFDO

KRVSLWDOV
3URYLGH)LUVW
DLGNLWDQGILUHH[WLQJXLVKHUDWWKHILHOG
ORFDWLRQ 1DPHWLWOH DQG SKRQHV
RIILFH DQG FHOOXODU
RI DOOUHVSRQVLEOH
SHUVRQVZKRFDQEHFRQWDFWHGIRUHPHUJHQF\
8WLOLW\3ODQV 3URYLGH SODQV VKRZLQJ DOO WKH H[LVWLQJ XQGHUJURXQG DQG RYHUKHDG XWLOLWLHVLQFOXGLQJ6&55$¶VVLJQDODQGFRPPXQLFDWLRQVFDEOHVZKHQWKH H[FDYDWLRQ ERULQJ DQG MDFNLQJ DQG GULOOLQJ SLOH GULYLQJ ZRUN LV ZLWKLQ WZHQW\IHHWRIUDLOURDGWUDFNV7KHSODQVZLOOVKRZWKHDFWXDOORFDWLRQVRI XWLOLWLHVEDVHGRQSRWKROLQJRSHUDWLRQ
([FDYDWLRQ3ODQ

,IQHFHVVDU\

3URYLGH H[FDYDWLRQ VXSSRUW SODQV DQG FDOFXODWLRQV ([FDYDWLRQ SODQV VKDOO PHHW &DOWUDQV 26+$ DQG 6&55$ UHTXLUHPHQWV 5HIHU WR 6&55$¶V([FDYDWLRQ6XSSRUW*XLGHOLQHV
%RULQJDQG
-DFNLQJ3ODQ

,IQHFHVVDU\

3URYLGHSODQVDQGSURILOHRIFDVLQJDQGFDUULHUSLSHV3URYLGHGHWDLOVDQG FDOFXODWLRQV RI ERULQJ DQG H[FDYDWLRQ 6RLO ERULQJ GDWD DQG DQDO\VLV WUDFN PRQLWRULQJ SODQV DQG SUHVVXUH JURXWLQJ SODQV VKDOO EH VXEPLWWHG 5HIHUWR6&55$¶V(QJLQHHULQJ6WDQGDUG(6RU(6 'ULOOLQJDQG3LOH
'ULYLQJ3ODQ

,IQHFHVVDU\

3URYLGH SODQV RI SLOH OD\RXW DQG GHYHORSHG HOHYDWLRQ RI ILQLVKHG VWUXFWXUHV
)DOVHZRUN3ODQ

,IQHFHVVDU\

3URYLGH IDOVHZRUN LQVWDOODWLRQ VWULSSLQJ DQG ORZHULQJ SODQV DQG FDOFXODWLRQVIRUUHYLHZDQGDSSURYDO
7HPSRUDU\ 7UDIILF
&RQWURO3ODQ

,IQHFHVVDU\

6XEPLW WHPSRUDU\ WUDIILF FRQWURO SDQV IRU DQ\ WUDIILF FRQWURO DIIHFWLQJ JUDGH FURVVLQJV DQG GLVUXSWLQJ QRUPDO RSHUDWLRQ RI JUDGH FURVVLQJ SURWHFWLRQ 7HPSRUDU\ 7UDIILF FRQWURO SODQV VKDOO PHHW &$ 087&' :$7&+DQG6&55$UHTXLUHPHQWV5HIHUWR6&55$7HPSRUDU\7UDIILF &RQWURO*XLGHOLQHVDQG6&55$(QJLQHHULQJ6WDQGDUG(6 6WRUP5HODWHG
LGHQWLILFDWLRQ
3UHYHQWLRQDQG
,PSOHPHQWDWLRQ 3ODQ

,IQHFHVVDU\

3URYLGH SODQV VSHFLILF WR MREVLWH WKDW LGHQWLILHV SRWHQWLDO KD]DUGV LPSOHPHQWV SUHYHQWLYH PHDVXUHV ZLWK WLPHOLQH DQG ZD\V WR KDQGOH HPHUJHQFLHVUHODWHGWRVWRUPV
317
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

EXHIBIT B

SITE SPECIFIC WORK PLAN (SSWP)

CHECKLIST
318
""'1ETR.c::JLll'JI< ..

Southe rn Califo rnia R egiona l Ra il Autho rit y
DRAFT
6&55$)RUP

5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

ITEM YES NO N/A IF NO, EXPLAIN
Equipment
$OOHTXLSPHQWQHFHVVDU\IRUWKHZRUNLVLGHQWLILHG"
3URFHGXUHVIRUDOOHTXLSPHQWVWREHLQVSHFWHG
FDOLEUDWHGDQGFHUWLILHGHVWDEOLVKHG"
Material and Staging
0DWHULDOVUHTXLUHGIRUZRUNLGHQWLILHG"
3HUVRQQHOUHTXLUHGIRUZRUNLGHQWLILHG"
3ODQLOOXVWUDWLQJORFDWLRQVRIPDWHULDOVDQGHTXLSPHQW GXULQJEXLOGXSRIHTXLSPHQWDQGSULRUWRKRLVWLQJ
VXEPLWWHG"
3ODQLOOXVWUDWLQJFUDQHFDSDFLW\ORFDWLRQVDQGSRVLWLRQV GXULQJKRLVWLQJVXEPLWWHG"
Schedule
$VFKHGXOHRIWKHZRUNVKRZLQJHDFKDFWLYLW\DQG
ZKHUHDQGKRZLWDIIHFWVQRUPDORSHUDWLRQVXEPLWWHG"
'HWDLOHGVFKHGXOHLQGLFDWLQJWKHH[SHFWHGKRXUO\
SURJUHVVRIHDFKDFWLYLW\WKDWKDVGXUDWLRQRIRQHKRXU RUORQJHUVXEPLWWHG"
$OO6&55$IXUQLVKHGVHUYLFHVDQGWLPHOLQHLGHQWLILHG
RQWKHVFKHGXOH"
Haul Routes
5RXWHVXVHGE\WKHWUXFNVWRGHOLYHUPDWHULDOV
LGHQWLILHG"
6XEFRQWUDFWRUVDUHFRPPXQLFDWHGZLWKKDXOURXWHV
VDIHW\RIWKHUDLOURDGDQGVDIHW\SURFHGXUHVZKLOH
GHOLYHULQJPDWHULDOVWRWKH5LJKWRI:D\"
7UXFNVWDJLQJORFDWLRQVLGHQWLILHG"
Safety Plan
3URSHUSHUVRQQHOSURWHFWLYHHTXLSPHQW
33(

LGHQWLILHG"
6DIHW\WUDLQLQJVFKHGXOHGDQGFRPSOHWHG"
6&55$VLJQDODQGFRPPXQLFDWLRQFDEOHVORFDWHG"
7LFNHWQXPEHUREWDLQHG"
'LJ$OHUWWLFNHWQXPEHUREWDLQHGIRUWKHSURMHFW"
:RUNZLQGRZVDUHLGHQWLILHGIRUWKHFRQVWUXFWLRQV"
0HDVXUHVWRSHUIRUPZRUNDFWLYLWLHVWRHIIHFWLYHO\
UHGXFHWKHDPRXQWRIWLPHDQGHIIRUWUHTXLUHGGXULQJ
WKHDSSURYHGZRUNZLQGRZVLGHQWLILHGDQGVXEPLWWHG"
:RUNVLWHKD]DUGVLGHQWLILHG"
Contingency Plan
%DFNXSRUFRQWLQJHQF\SODQDQGQHFHVVDU\UHVRXUFHV

ODERUHTXLSPHQWPDWHULDOV
WRDVVXUHWKDWDOO
DSSURSULDWHPHDVXUHVDUHDYDLODEOHIRUWKHUHWXUQWRIXOO VHUYLFHVXEPLWWHG"
&RQWLQJHQF\SODQDGGUHVVHVWKHYDULRXVVWDJHVRI
ZRUN"
319
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

ITEM YES NO N/A IF NO, EXPLAIN
Worksite Representatives
1DPHWLWOHSKRQHV
RIILFHDQGFHOOXODU
HPDLODGGUHVV
GDWHDQGWLPHRIDYDLODELOLW\SURYLGHGWR6&55$"
Emergency Response Plan
:ULWWHQSURFHGXUHVIRUUHVSRQGLQJWRHPHUJHQFLHVIRU
LQFLGHQWSROLFHDPEXODQFHILUHDQGPHGLFDO

KRVSLWDO

VXEPLWWHG"
)LUVWDLGNLWDQGILUHH[WLQJXLVKHUZLOOEHORFDWHGDWILHOG ORFDWLRQ"
1DPHWLWOHDQGSKRQHV
RIILFHDQGFHOOXODU
RIDOO
UHVSRQVLEOHSHUVRQVZKRFDQEHFRQWDFWHGIRUHPHUJHQF\ SURYLGHG"
Utility Plans
3ODQVVKRZLQJDOOWKHH[LVWLQJXQGHUJURXQGDQGRYHUKHDG XWLOLWLHVLQFOXGLQJ6&55$¶VVLJQDODQGFRPPXQLFDWLRQV FDEOHVVXEPLWWHG"
Excavation Plans
,IQHFHVVDU\

/LPLWVRIH[FDYDWLRQZLWKVORSHOLQHVLQGLFDWHG"
([FDYDWLRQVXSSRUWSODQVLQFOXGLQJFDOFXODWLRQVVXEPLWWHG" 7\SHDQGPRGHOVRIHTXLSPHQWSURSRVHGIRUXVH
VXEPLWWHG"
2SHUDWLRQDOOLPLWVRIHTXLSPHQW
LQFOXGLQJVZLQJUDGLXVRU
RYHUKDQJGLVWDQFHVXEPLWWHG"
3ODQDQGHOHYDWLRQLOOXVWUDWLQJORFDWLRQRIHTXLSPHQWZLWK UHVSHFWWRWUDFNVXEPLWWHG"
6WRFNSLOHDUHDV"
6&55$6KRULQJ6XEPLWWDO'HVLJQ&KHFNOLVWDVSHU
6&55$([FDYDWLRQ6XSSRUW*XLGHOLQHV$SSHQGL[$
VXEPLWWHG"
6&55$6KRULQJ6XEPLWWDO5HYLHZ&KHFNOLVWDVSHU
6&55$([FDYDWLRQ6XSSRUW*XLGHOLQHV$SSHQGL[%
VXEPLWWHG"
3HUIRUPDQFH%RQGVXEPLWWHGWR6&55$
Boring and Jacking Plans
,IQHFHVVDU\

3ODQDQGSURILOHRIFDVLQJDQGFDUULHUSLSHVXEPLWWHG" /RFDWLRQDQGVL]HRIMDFNLQJDQGUHFHLYLQJSLWVVKRZQ" (QJLQHHULQJGHWDLOVDQGFDOFXODWLRQVVXEPLWWHG"
6RLOERULQJGDWDDQGDQDO\VLVVXEPLWWHGIRUSLSHVHTXDORU JUHDWHUWKDQ´LQGLDPHWHU"
7UDFNPRQLWRULQJSODQVVXEPLWWHGIRUSLSHVHTXDORUJUHDWHU WKDQ´LQGLDPHWHUDVSHU6HFWLRQ
7UDFN0RQLWRULQJRI
6&55$([FDYDWLRQ6XSSRUW*XLGHOLQHV"
%RULQJWXQQHOLQJRUMDFNLQJRSHUDWLRQZLOOEHFRQWLQXRXV ZLWKRXWVWRSSDJHZKHQWKHFDVLQJLVIHHWIURPWKH
QHDUHVWWUDFN"
,PPHGLDWHO\DIWHUFRPSOHWLRQRIMDFNLQJRSHUDWLRQWKH LQVWDOODWLRQVKDOOEHSUHVVXUHJURXWHG"
%RULQJDQG-DFNLQJPHHW6&55$(QJLQHHULQJ6WDQGDUG
(6RU(6UHTXLUHPHQWV"
3HUIRUPDQFH%RQGVXEPLWWHGWR6&55$IRUSLSHVHTXDORU JUHDWHULQGLDPHWHUWKDQLQFKHV"
320
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

ITEM YES NO N/A IF NO, EXPLAIN
Drilling and Pile Driving Plans
,IQHFHVVDU\

3ODQRISLOHOD\RXWDQGGHYHORSHGHOHYDWLRQRIILQLVKHG VWUXFWXUHZLWKLQWHUPHGLDWHH[FDYDWLRQOHYHOVLQGLFDWHG" 7\SHPRGHOORFDWLRQRSHUDWLRQOLPLWVRIFUDQHVVXEPLWWHG WR6&55$"
3LFNSODQIRUKRLVWLQJRIODUJHRUKHDY\PDWHULDOV
VXEPLWWHG"
Falsework Plan
,IQHFHVVDU\

3ODQVRIIDOVHZRUNDQGFDOFXODWLRQVVXEPLWWHG"
)DOVHZRUNHUHFWLRQSODQVVXEPLWWHG"
3ODQVRIVWULSSLQJDQGORZHULQJRIIDOVHZRUNLQFOXGLQJ VFKHGXOHVXEPLWWHG"
0HWKRGVRIVHFXULQJEHDPVDQGVWULQJHUVWREHQWV
VXEPLWWHG"
6&55$)DOVHZRUN6XEPLWWDO&KHFNOLVWDVSHU6&55$
*UDGH6HSDUDWLRQ*XLGHOLQHVVXEPLWWHG"
Temporary Traffic Control Plans
,IQHFHVVDU\

7HPSRUDU\WUDIILFFRQWUROSODQVVXEPLWWHG"
$SSURYDORI7HPSRUDU\WUDIILFFRQWUROSODQREWDLQHGIURP ORFDODXWKRULW\"
7HPSRUDU\WUDIILFFRQWUROSODQPHHW&$087&':$7&+
DQG6&55$UHTXLUHPHQWV"
7HPSRUDU\WUDIILFFRQWUROSODQPHHW6&55$JXLGHOLQHVDQG (QJLQHHULQJ6WDQGDUG(6UHTXLUHPHQWV"
Storm Related identification, Prevention and Implementation Plan (If necessary) 3ODQVIRUWLHGRZQDQGUHPRYDORIPDWHULDODQGVPDOO
HTXLSPHQWIRUKLJKZLQGV"
3ODQVWRKDQGOHODUJHDPRXQWRIVWRUPZDWHUGXHWRKHDY\ UDLQLQFOXGLQJGLYHUWLQJFOHDQLQJGUDLQVRIIVLWHDQGRQVLWH LPSDFWVDQGFRYHULQJPDWHULDOV"
3UHYHQWVWRUPZDWHUGDPDJHDQGPHWKRGVWRSUHYHQW
SRQGLQJVXEPLWWHG"
0DWHULDORUHTXLSPHQWFUHDWLQJGDPVWRZDWHUUXQRII"
3ODQVWRKDQGOHODQGVOLGHVIRURQVLWHHDUWKZRUNRUIURP DGMDFHQWDUHDV"
(PHUJHQF\FRQWDFWQXPEHUVIRUVWRUPUHODWHG
HPHUJHQFLHV"
$YDLODELOLW\RIHTXLSPHQWWRFOHDQXSVWRUPGHEULVDQGUHSDLU GDPDJH"
321
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

EXHIBIT C

CONTRACTOR SUBMITTAL CHECKLIST

SECTION DESCRIPTION REFERENCES
7HPSRUDU\5LJKWRI(QWU\$JUHHPHQW )RUP1R KWWS
ZZZPHWUROLQNWUDLQVFRPDJHQF
\SDJHWLWOHHQJLQHHULQJBFRQVWUXFWLRQ
,QVXUDQFH&HUWLILFDWHV )RUP1R
&RQVWUXFWLRQ6FKHGXOH 6WDQGDUG6SHFLILFDWLRQV
:HHNO\/RRN$KHDG6FKHGXOH 6WDQGDUG6SHFLILFDWLRQV 'RFXPHQW&RQWURO3ODQ 5HVLGHQW(QJLQHHU¶V0DQXDO 7HVWLQJDQG,QVSHFWLRQ3ODQ 5HVLGHQW(QJLQHHU¶V0DQXDO 6LWH6SHFLILF:RUN3ODQV )RUP1R
:RUN:LQGRZV5HTXHVWV )RUP1R
'HPROLWLRQDQG5HPRYDO3ODQV *UDGH6HSDUDWLRQ*XLGHOLQHVDQG &DOWUDQV)DOVHZRUN0DQXDO
([FDYDWLRQDQG%DFNILOO3ODQV ([FDYDWLRQ6XSSRUW*XLGHOLQHV 6KRULQJDQG6XSSRUWRI([FDYDWLRQ
3ODQV
([FDYDWLRQ6XSSRUW*XLGHOLQHV
6KRULQJDQG6XSSRUWRI([FDYDWLRQV
5HPRYDO3ODQV
([FDYDWLRQ6XSSRUW*XLGHOLQHV
7UDFN0RQLWRULQJ3ODQ ([FDYDWLRQ6XSSRUW*XLGHOLQHV 6HFWLRQ

'ULOOLQJDQG3LOH'ULYLQJ3ODQV $5(0$DQG&DOWUDQV %RULQJDQG-DFNLQJ3ODQV (6DQG(6
%RULQJDQG-DFNLQJ7UDFN0RQLWRULQJ
3ODQ
([FDYDWLRQ6XSSRUW*XLGHOLQHV
6HFWLRQ
DQG'HVLJQ&ULWHULD
0DQXDO6HFWLRQ

7HPSRUDU\6WUXFWXUHV3ODQV *UDGH6HSDUDWLRQ*XLGHOLQHVDQG &DOWUDQV)DOVHZRUN0DQXDO
)DOVHZRUN'HVLJQ3ODQV *UDGH6HSDUDWLRQ*XLGHOLQHVDQG &DOWUDQV)DOVHZRUN0DQXDO
)DOVHZRUN(UHFWLRQ3ODQ *UDGH6HSDUDWLRQ*XLGHOLQHVDQG &DOWUDQV)DOVHZRUN0DQXDO
)DOVHZRUN5HPRYDO3ODQ *UDGH6HSDUDWLRQ*XLGHOLQHVDQG &DOWUDQV)DOVHZRUN0DQXDO

+RLVWLQJ3ODQV 26+$
&OHDUDQFHV
&38&
*HQHUDO2UGHU'DQG
(6 (6
7HPSRUDU\7UDIILF&RQWURO3ODQV &DOLIRUQLD087&'7HPSRUDU\7UDIILF &RQWURO*XLGHOLQHVDQG(6
8QGHUJURXQGDQGRYHUKHDGXWLOLWLHV
SODQV
&DOLIRUQLD6WDWH/DZDQG
8QGHUJURXQG6HUYLFH$OHUWRI
6RXWKHUQ&DOLIRUQLD
322
"""'E RCJLI...._.I< .

Southe rn Califo rnia R egiona l Rail Autho rit y
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\

EXHIBIT D

SAMPLE SITE SPECIFIC WORK WINDOW

1.0 WORK WINDOWS

1.1 Track Occupancy and Project Specific Work Windows
7UDFN2FFXSDQF\DQGZRUNZLQGRZVIRUWKLVSURMHFWPXVWEHFRRUGLQDWHGZLWK6&55$ :RUN:LQGRZVWKDWDSSO\WRWKLV&RQWUDFWDUHDVIROORZV
$ 0RVW ZRUN ZLWKLQ WKH 6&55$ ULJKWRIZD\ RU ZLWKLQ IHHW IURP FHQWHUOLQH RI DFWLYHWUDFNVVKDOOEHSHUIRUPHGXQGHU)RUP%
2QO\;;; )RUP%:RUN:LQGRZ
V
ZLOO EH DOORZHG DW DQ\ RQHWLPH2QO\ RQH
(,& DQG 6XEJURXS &RRUGLQDWRUV IRU HDFK )RUP % :RUN :LQGRZ ZLOO EH SURYLGHG)RUP%:RUN:LQGRZVZLOO EH DYDLODEOH EHWZHHQWKH KRXUV RI
$0WR
300RQGD\WKURXJK6XQGD\
7KH&RQWUDFWRU VKDOO VFKHGXOHDQG FRQIRUPWKHLUZRUNOLPLWVZLWKLQWKH UDQJHRI YLVLRQRIWKHDVVLJQHG(,&,IWKH&RQWUDFWRU¶VUHTXHVWHGZRUNOLPLWVDUHRXWVLGH RIWKHQRUPDOUDQJHRIYLVLRQRIWKH(,&GXHWRFXUYHVWRSRJUDSK\RUGLVWDQFH 6&55$ ZLOO IXUQLVK RQH RU PRUH 5RDGZD\ :RUNHU 3URWHFWLRQ 5:3
TXDOLILHG
6XEJURXS &RRUGLQDWRU VXLWDEOHWRWKH(,& 7KH UDLOURDG ZRUNHUV DUH VXEMHFWWR WKH)HGHUDO+RXUVRI6HUYLFHODZVDQGVKDOOQRWZRUNLQH[FHVVRIKRXUVSHU VKLIWLQFOXGLQJWUDYHOWLPHIURPFUHZGHVLJQDWHGKHDGTXDUWHUVWRWKHZRUNVLWH % 6&55$ ZLOO SURYLGH ;;; /LPLWHG 7UDFN :LQGRZV VXEMHFW WR WKH WHUPV DQG FRQGLWLRQVRIWKH6&55$6WDQGDUG6SHFLILFDWLRQVWKH& 0$JUHHPHQWDQGDV VWDWHGLQWKLV VHFWLRQ/LPLWHG7UDFN:LQGRZZLOOEHDYDLODEOHDWQLJKWEHWZHHQ WKH KRXUV RI
30 WR
$0 WKH IROORZLQJ PRUQLQJ 0RQGD\ WKURXJK
6XQGD\
& 6&55$ ZLOO SURYLGH ([FOXVLYH 7UDFN :LQGRZV VXEMHFW WR WKH WHUPV DQG FRQGLWLRQVRIWKH6&55$6WDQGDUG6SHFLILFDWLRQVWKH& 0$JUHHPHQWDQGDV VWDWHG LQ WKLV VHFWLRQ 7KH ([FOXVLYH 7UDFN :LQGRZV ZLOO EH IRU WKH IROORZLQJ SHULRGDQGDFWLYLWLHV

;;;([FOXVLYH7UDFN:LQGRZ
V
RIKRXUZLOOEHDYDLODEOHEHWZHHQWKH
KRXUVRI
30)ULGD\QLJKWWR
$00RQGD\PRUQLQJIRUEULGJH
FRQVWUXFWLRQ
;;;([FOXVLYH7UDFN:LQGRZ
V
RIKRXUZLOOEHDYDLODEOHEHWZHHQWKH
KRXUV RI
30 )ULGD\ QLJKW WR
$0 0RQGD\ PRUQLQJ RQ
ZHHNHQGV IRU WUDFN FXWRYHUV &RQWUDFWRU ZLOO SHUIRUP DOO WUDFN FXWRYHUV 323
Southe rn Califo rnia R egiona l Ra il Autho rit y
-. -
-
-
- -
-
- ..
-
- ·-
DRAFT
6&55$)RUP
5XOHVDQG5HTXLUHPHQWVIRU&RQVWUXFWLRQRQ6&55$5LJKWRI:D\ DQG6&55$ VLJQDOIRUFHV ZLOO SHUIRUP DOO DVVRFLDWHG VLJQDO ZRUN GXULQJ WKHZHHNHQG([FOXVLYH7UDFN:LQGRZV
;;; ([FOXVLYH 7UDFN :LQGRZ
V
DQG IXOO FORVXUHV RI WKH VWUHHW DQG
KLJKZD\UDLOJUDGHFURVVLQJZLOOEHJUDQWHGIRUKRXUEHWZHHQWKHKRXUV RI
30 )ULGD\ QLJKW WR
$0 0RQGD\ PRUQLQJ WR SHUIRUP DOO
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
LH QRWUDFN ZHOGLQJ URDG VXUIDFLQJ HWF
:RUN WKDW LV
SHUPLWWHG GXULQJ WKLV WLPH LQFOXGHV LQVWDOODWLRQ RI FRQFUHWH FURVVLQJ SDQHOV URDGZD\ JUDGLQJ SDYLQJ VWULSSLQJ WUDIILF FRQWURO GHYLFHV DQG JHQHUDO VLWH FOHDQXSQHFHVVDU\WR UHRSHQVWUHHWDQGKLJKZD\UDLOJUDGH FURVVLQJWRYHKLFXODUWUDIILF
' 7KHH[HFXWLRQRIWKHZRUNE\WKH&RQWUDFWRUVKDOOIROORZDOOWKHUHTXLUHPHQWVDQG SURYLVLRQVVKRZQLQ6&55$¶V6WDQGDUG6SHFLILFDWLRQV6HFWLRQ ( 6&55$ VKDOO IXUQLVK VLJQDO SHUVRQV SHU GD\ WR SURYLGH UDLOURDG VLJQDO FRQVWUXFWLRQ IRUFHV WR VXSSRUW WKH &RQWUDFWRU¶V WUDFN EULGJH RU VWDWLRQ FRQVWUXFWLRQ DFWLYLWLHV6LJQDO VXSSRUW LV GHILQHG DV DQ\ ZRUNWKDW ZLOO LQWHUIHUH ZLWKWKHH[LVWLQJZD\VLGHVLJQDOV\VWHPDQGRUJUDGHFURVVLQJZDUQLQJV\VWHP

1.2 Daily Train Traffic Volumes
7KHUH DUH ;;; PDLQ WUDFNV ZLWK FRQWUROOLQJ VLJQDOV DW WKLV SURMHFW ORFDWLRQ 6&55$ $PWUDN WKH %16) 5DLOZD\ &RPSDQ\
%16)
DQG 8QLRQ 3DFLILF 5DLOURDG
8355

RSHUDWHWUDLQVRYHUWKHWUDFNVWUDYHUVLQJWKHSURMHFWORFDWLRQ7KHDYHUDJHWUDLQWUDIILFRQ WKLVURXWHLVSDVVHQJHUWUDLQVDQGIUHLJKWWUDLQVIRUKRXUSHULRG7KHDYHUDJH WUDLQ WLPHWDEOH VSHHG LV PSK IRU SDVVHQJHU WUDLQV DQG PSK IRU IUHLJKW WUDLQV 3DVVHQJHU WUDLQV LQFOXGH VFKHGXOHG UHYHQXH WUDLQV DV ZHOO DV SRVVLEOH GHDGKHDG PRYHV3DVVHQJHUWUDLQWUDIILF LV DSSUR[LPDWHO\ OLPLWHGWRWKH KRXUV EHWZHHQ DP
DQG
0LGQLJKW )UHLJKW WUDLQV DUH RSHUDWHG KRXUV D GD\ VHYHQ GD\V D ZHHN ZLWKRXW UHJXODU VFKHGXOHV ,Q DGGLWLRQ WR IUHLJKW VHUYLFH H[WUD IUHLJKW WUDLQV PD\ EH RSHUDWHGDVWUDIILFZDUUDQWV
324
Southe rn Califo rnia R egiona l Rail Autho rit y
-
- - ■
■
■ ■ ■ ■
-
-
DRAFT
APPENDIX “l”

SCRRA GENERAL SAFETY REGULATIONS FOR THIRD PARTY

CONSTRUCTION
City Project No. 23802
325
DRAFT
Emergency Information Form
Work Location (Subdivision & Milepost) ______________________________________________________________________________Nearest highway-grade crossing or if inaccessible from roadway nearest city and directions.________________Nearby hospital and directions from job site_____ __________________________________________Nearest Emergency Services: Ambulance: ___________________ Fire: _________________________Police: _______________________Notify SCRRA Contact: _______________ Contact Number: ____________________ Emergency Number
Grade Crossing Hotline Metrolink Operations Center (MOC) Signals Emergency 888-446-9721 General Safety
Regulations for Third
Party Construction and
Utility Workers on
SCRRA Property
2009
326
·~· METROLINK
DRAFT
1 Acknowledgement of Receipt
6RXWKHUQ&DOLIRUQLD5HJLRQDO5DLO$XWKRULW\
6&55$
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³*HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\´DQGXQGHUVWDQGWKHLUDSSOLFDWLRQ+DYHDFRS\RIWKHVHUXOHVDQGUHJXODWLRQVLQWKHLUSRVVHVVLRQZKLOHRQ6&55$SURSHUW\,PPHGLDWHO\FDOOWRWKHDWWHQWLRQRIDVXSHUYLVRUDQ\DFWLRQQRWLQFRPSOLDQFHZLWKWKHVHUXOHVDQGUHJXODWLRQV$WWHQGMREEULHILQJVSULRUWREHJLQQLQJZRUNFKDQJHLQZRUNDQGRUIRXOLQJWKHWUDFN$MREEULHILQJZLOOEHFRQVLGHUHGFRPSOHWHZKHQHDFKHPSOR\HHKDVDFNQRZOHGJHGXQGHUVWDQGLQJRIWKH2Q7UDFN6DIHW\3URFHGXUHVDQGLQVWUXFWLRQVE\VLJQLQJWKH-RE%ULHILQJ)RUP6&55$ZLOOUHJXODUO\PDNHREVHUYDWLRQVDQGDGYLVHWKHFRQWUDFWRUWRWDNHQHFHVVDU\DFWLRQ V
WRHQVXUHFRPSOLDQFHZLWKWKH³*HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\´BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB&KLHIRI6DIHW\DQG6HFXULW\2IILFHU7KLVLVWRFHUWLI\WKDW,KDYHDFRS\RI³*HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\´DQG,XQGHUVWDQGDQGDJUHHWRDELGHE\WKH5XOHVDQG5HJXODWLRQVRXWOLQHGDERYH *HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQ DQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\
Print Employee____________________________ Signature____________________________________ Company_________________________________ Date_______________Sticker __________________ 327
DRAFT
2 7KHUXOHVDQGUHJXODWLRQVSXEOLVKHGKHUHLQDUHIRUWKHEHQHILWRIWKLUGSDUW\FRQWUDFWRUSHUVRQQHODQGRWKHUVZRUNLQJRQRUDGMDFHQWWRWKH6&55$SURSHUW\RQQRQUDLOURDGZRUN3ULRUWREHJLQQLQJZRUNDOOWKLUGSDUW\FRQWUDFWRUSHUVRQQHOZRUNLQJRQRUDERXW6&55$SURSHUW\PXVWSDUWLFLSDWHLQD7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUV6DIHW\7UDLQLQJ3URJUDPDQGSDVVWKHSRVWWHVWZLWKDVFRUHRIRUEHWWHU7KHVH³*HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\´PXVWEHLQ\RXUSRVVHVVLRQDQ\WLPH\RXDUHRQWKHULJKWRIZD\7KLUG3DUW\&RQWUDFWRU¶V6DIHW\7UDLQLQJFDQEHUHTXHVWHGDQGVFKHGXOHGE\GLDOLQJWKHWROOIUHHQXPEHUDW

Table of Contents
ACKNOWLEDGEMENT OF RECEIPT .............. 1TABLE OF CONTENTS ..................................... 2GENERAL RESPONSIBILITIES AND SAFETY 3THIRD PARTY TRAINING PROGRAM ............. 4PERSONAL PROTECTIVE EQUIPMENT (PPE) ........................................................................... 4JOB BRIEFINGS ............................................... 5GENERAL SAFETY ........................................... 6RIGHT OF WAY SAFETY .................................. 6HOUSEKEEPING .............................................. 8ELECTRICAL ..................................................... 8EMERGENCY SITUATIONS ............................. 9HEAVY EQUIPMENT ....................................... 10RAILROAD FLAGGING/PROTECTION .......... 11TWO METHODS OF ON-TRACK SAFETY (OTS)................................................................ 12RAILROAD TERMS ......................................... 13ZERO TOLERANCE SAFETY RULES ............ 16 Updated January 2009
328
DRAFT
3 General Responsibilities and Safety
Overview7KHVHVDIHW\UHJXODWLRQVJRYHUQDFWLYLWLHVZKLOHRQ6&55$SURSHUW\ZKHWKHURQRURIIGXW\$Q\ZRUNSHUIRUPHGZLWKRXWREWDLQLQJSURSHUDXWKRUL]DWLRQRULQQRQFRPSOLDQFHZLWKWKHVHUXOHVZLOOSHUPDQHQWO\MHRSDUGL]H\RXUDELOLW\WRDFFHVVUDLOURDGULJKWRIZD\ Employee in Charge (EIC)
Duties and Responsibilities: On-Track Safety 6&55$(,&VDUHWUDLQHGDQGTXDOLILHGDQGDUHNQRZOHGJHDEOHDERXWWKHXQLTXHFKDUDFWHULVWLFVRI6&55$WHUULWRU\1RZRUNPD\EHJLQXQWLOWKH(,&RU:DWFKPDQLVSUHVHQWDWZRUNVLWHDQGSURSHUSURWHFWLRQLVEHLQJSURYLGHG7KH(,&ZLOOSURYLGHMREEULHILQJVDQGSURWHFWLRQWRDVVXUHWKHFRQWUDFWRUDVDIHZRUNHQYLURQPHQWDQGWKHVDIHSDVVDJHRIWUDLQV7KH6&55$(,&KDVWKHDXWKRULW\WRWHPSRUDULO\RUSHUPDQHQWO\KDOWZRUNRUWRUHPRYHFRQWUDFWRUHPSOR\HH V
IURPWKHULJKWRIZD\LQRUGHUWR
DVVXUHWKHZRUNLVFRQGXFWHGVDIHO\,QDOOFDVHVWKHFRQWUDFWRUV¶HPSOR\HHVPXVWFRPSO\ LPPHGLDWHO\ZLWKWKHLQVWUXFWLRQVRIWKH(,&
Appeals: Right to Challenge 7KLUGSDUW\FRQWUDFWRUHPSOR\HHVPD\GXULQJWKHMREEULHILQJSURFHVVUHTXHVWFODULILFDWLRQRIWKHSURWHFWLRQDJDLQVWWUDLQVEHLQJSURYLGHGE\WKH(,&XQOHVVXQGHUZDWFKPDQSURWHFWLRQ\RXPD\FKDOOHQJHWKHUROHRIWKHZDWFKPDQ,IWKHWKLUGSDUW\FRQWUDFWRUHPSOR\HHGRHVQRWEHOLHYHWKDWWKHSURWHFWLRQDJDLQVWWUDLQVLVVXIILFLHQWWKHHPSOR\HHPD\DWDQ\WLPHLQJRRGIDLWKFKDOOHQJHWKH(,&¶VIRUPRISURWHFWLRQDQGPXVWUHPDLQFOHDURIDOOWUDFNVXQWLOWKHFKDOOHQJHLVUHVROYHG7KH(,&&RQWUDFWRU6XSHUYLVRUDQGWKH6&55$6XSHUYLVRUPXVWUHVROYHWKHFKDOOHQJHEHIRUHZRUNFDQEHJLQAppeals: EIC Decisions ,IWKHWKLUGSDUW\FRQWUDFWRUKDVFRQFHUQVDERXWLQVWUXFWLRQVIURPWKH(,&WKHFRQWUDFWRUDQGFRQWUDFWRUHPSOR\HHVPXVWLPPHGLDWHO\FRPSO\ZLWKWKH(,&¶VLQVWUXFWLRQV$IWHUHPSOR\HHVDUHFOHDURIWUDFNVWKHFRQWUDFWRUPD\FRQWDFWWKH(,&¶VVXSHUYLVRUWRUHVROYHDQ\FRQFHUQV,QRWKHUZRUGV³FRPSO\DQGWKHQFRPSODLQ´ 329
DRAFT
4 Third Party Training Program $QQXDOO\WKRXVDQGVRIZRUNHUVDFFHVVWKH6&55$ULJKWVRIZD\(DFKZRUNHUPXVWEHTXDOLILHGLQ´*HQHUDO6DIHW\5HJXODWLRQVIRU7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHUVRQ6&55$3URSHUW\´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ersonal Protective Equipment (PPE)$OOHPSOR\HHVZRUNLQJRQ6&55$SURSHUW\DUHUHTXLUHGWRZHDUWKHIROORZLQJSURWHFWLYHHTXLSPHQW H[FHSWLQRIILFHVDQGPRWRUYHKLFOHV

+DUGKDWVWKDWPHHWWKHUHTXLUHPHQWVRI$16,=

RU$16,=
DVVSHFLILHGE\&$/26+$DQGRU
)HG26+$PXVWEHZRUQ0HWDOOLFKDUGKDWVVKDOOQRW EHZRUQRQDQ\6&55$SURMHFW
(\HSURWHFWLRQWKDWPHHWVWKHUHTXLUHPHQWVRI$16, =LVUHTXLUHGRQ6&55$SURSHUW\(\HSURWHFWLRQZLWKVLGHVKLHOGVZKLFKPHHWVWKHUHTXLUHPHQWVRI$16,= LVUHTXLUHGIRUWKRVHHPSOR\HHVRUFRQWUDFWRUVIDOOLQJXQGHU &)5
6DIHW\YHVWZLWKUHWURUHIOHFWLYHWDSHIRUQLJKWZRUNRU DWUDLOURDGFURVVLQJPXVWEHZRUQ$VDIHW\7VKLUWVZHDWVKLUWRUMDFNHWPD\EHZRUQGXULQJWKHGD\ Proper attire includes:
x (PSOR\HHVPXVWZHDUDVXLWDEOHVKLUWWKDW
SURYLGHVSURWHFWLRQIURPVXQLQVHFWVDEUDVLRQVRUVFUDWFKHV6KLUWVPXVWKDYHDOHDVWTXDUWHUOHQJWKVOHHYHVDQGFRYHUWKHEDFNVKRXOGHUVFKHVWDQGDEGRPHQ&ORWKLQJPXVWQRWLQWHUIHUHZLWKYLVLRQRUKHDULQJDQGPXVWDOORZIUHHXVHRIKDQGVDQGIHHW/RQJSDQWVDUHDPXVWRQ6&55$SURSHUW\ 330
DRAFT
5 PPEFRQWLQXHG
x /RRVHRUUDJJHGFORWKLQJPXVWQRWEHZRUQDW
DQ\WLPH
x -HZHOU\PXVWQRWEHZRUQZKHQZHDULQJRI
VXFKREMHFWVSUHVHQWVDKD]DUG
Appropriate footwear includes:
x 6DIHW\ERRWV
VROHVPXVWJLYHJRRGWUDFWLRQRQ
EDOODVWDQGEHSXQFWXUHUHVLVWDQW
x 2SHQWRHGORXQJLQJRUMRJJLQJW\SHVKRHV
XQODFHGVKRHVRUXQEXFNOHGRYHUVKRHVEDGO\ZRUQZLWKORRVHVROHVKRHVPXVWQRWEHZRUQRQ6&55$SURSHUW\ Job Briefings
-REEULHILQJVDUHPHHWLQJVDPRQJDOORIWKHHPSOR\HHVZKRDUHLQYROYHGRUZLOOEHLQYROYHGLQDSDUWLFXODUWDVNRUMREDWWKHVDPHZRUNVLWH7KH(,&RUZDWFKPDQLVUHVSRQVLEOHIRUFRQGXFWLQJDMREEULHILQJEHIRUHDQ\WDVNLVSHUIRUPHG$OOLQIRUPDWLRQUHODWHGWR2Q7UDFN6DIHW\PXVWEHJLYHQLQWKHMREEULHILQJWRDQ\ZRUNHUZKRZLOOHQWHUUDLOURDGSURSHUW\7KHPLQLPXP2Q7UDFN6DIHW\LQIRUPDWLRQDWHDFKMREEULHILQJPXVWLQFOXGH
x 'HVLJQDWLRQRIWKH(,&RU:DWFKPDQ
x 7\SHRIWUDFNSURWHFWLRQSURYLGHGE\WKH(,&x 7LPHDQGOLPLWVRIWKHSURWHFWLRQx 7UDFN V
WKDWPD\EHIRXOHGx 6WDWXVRIRWKHUWUDFN
V
DWZRUNVLWHx $GHVLJQDWHGSODFHRIVDIHW\ZKHUHZRUNHUV FOHDUIRUWUDLQV
x $GHVLJQDWHGDVVHPEO\SODFHLQFDVHRIDQ
HPHUJHQF\
x 'HVLJQDWHGZRUN]RQHVx 6SHFLILFMRE
V
WREHGRQHRUHTXLSPHQW
PRYHV
V
WREHPDGH
x 5HVSRQVLELOLWLHVRIHDFKZRUNHUx 0HWKRGRIQRWLILFDWLRQRIWKHDSSURDFKRIWUDLQV

LHDLUKRUQ³KRWUDLO´

x )XUWKHULQVWUXFWLRQVPD\LQFOXGHDQXQXVXDORU
DVSHFLILFUHPLQGHUGXHWRDKD]DUGRXVFRQGLWLRQRUXQXVXDOSUDFWLFH Additional job briefings will be given when: x :RUNLQJFRQGLWLRQVRUSURFHGXUHVFKDQJHx :RUNHUVDUULYHODWHRUQHZZRUNHUVHQWHU ZRUNLQJOLPLWV
x 7KHPDLQWUDFNSURWHFWLRQRUWLPHDOORZHGWR
IRXOWKHWUDFNFKDQJHV
x 9LVLWRU
V
HQWHUWKHZRUNVLWH
$MREEULHILQJZLOOEHFRQVLGHUHGFRPSOHWHZKHQHDFKHPSOR\HHKDVDFNQRZOHGJHGXQGHUVWDQGLQJRIWKH2Q7UDFN General Safety 6DIHW\SURFHGXUHVDQGLQVWUXFWLRQVE\VLJQLQJWKH-RE%ULHILQJ)RUP 331
DRAFT
6 General Safety SAFETY IS PARAMOUNT AND ALWAYS TOP PRIORITY6DIHW\WDNHVSUHFHGHQFHRYHUGHDGOLQHVSURGXFWLRQVFKHGXOHVDQGDOORWKHUFRQVLGHUDWLRQV:KHQXQFHUWDLQW\DULVHVWDNHWKHVDIHVWFRXUVH5HPHPEHUWKDWDFFLGHQWVDUHDUHVXOWRIFDUHOHVVQHVVXQVDIHSUDFWLFHVDQGODFNRIDWWHQWLRQRUFRPSODFHQF\$OODFFLGHQWVFDQEHDYRLGHG3OHDVHEHDZDUHRIWKHIROORZLQJUXOHVDWDOOWLPHV
x 8VLQJSRVVHVVLQJRUZRUNLQJXQGHUWKH
LQIOXHQFHRIDOFRKRODQGRUGUXJVLVQRWSHUPLWWHGDQ\ZKHUHRQUDLOURDGSURSHUW\7KLVLQFOXGHVSUHVFULSWLRQGUXJVWKDWFDXVHGURZVLQHVVRURWKHUZLVHLPSDLURQH¶VDELOLW\WRSHUIRUPWKHLUDVVLJQHGWDVN x 7KHXVHRUSRVVHVVLRQRIXQDXWKRUL]HGUDGLR
HTXLSPHQWLVIRUELGGHQ8VHRISHUVRQDOUDGLRV
LH,3RGV¶03SOD\HUV
DQGFHOOSKRQHHDUSLHFHVZKLOHZRUNLQJLVSURKLELWHG x :KHQXVLQJFHOOXODUSKRQHV\RXPXVWUHPDLQ
DWOHDVWIHHWIURPWKHQHDUHVWUDLO
x +RUVHSOD\SK\VLFDODOWHUFDWLRQVUXQQLQJRU
MXPSLQJLVIRUELGGHQ
x )LUHDUPVRURWKHUGHDGO\ZHDSRQVLQFOXGLQJ
NQLYHVZLWKDEODGHLQH[FHVVRIWKUHH

LQFKHVDUHSURKLELWHGRQ6&55$SURSHUW\
x :RUNRQSXEOLFVWUHHWVURDGZD\FURVVLQJVDQG
KLJKZD\EULGJHVVKRXOGEHSHUIRUPHGZLWKGXHUHJDUGIRUWKHFRQYHQLHQFHDQGVDIHW\RIWKHSXEOLF x 2QO\DXWKRUL]HGHPSOR\HHVDUHDOORZHGRQ
HQJLQHVFDUVFDERRVHVWUDFNFDUVRURWKHUUDLOURDGHTXLSPHQW.

Right of Way Safety
:KHQRQRUQHDUWKHWUDFNVWKHIROORZLQJSUHFDXWLRQVPXVWEHWDNHQ x .HHSFOHDURIDOOWUDFNVXQOHVVWKH6&55$(,&
LQGLFDWHVWKDWWKH\DUHSURWHFWHG1RZRUNPXVWEHJLQXQWLOWKH(,&LVSUHVHQWDWZRUNVLWHDQGDMREEULHILQJKDVEHHQFRQGXFWHG x $OZD\VORRNERWKZD\VEHIRUHFURVVLQJWUDFNVx $OZD\VH[SHFWDWUDLQRQDQ\WUDFNDWDQ\WLPH ([SHFWPRYHPHQWRIORFRPRWLYHVUDLOURDGFDUVRURQWUDFNHTXLSPHQWLQHLWKHUGLUHFWLRQDWDQ\WLPH 5HPHPEHUWKHUHFRXOGEHDQXQFRQWUROOHGPRYHPHQW

332
DRAFT
7 Right of Way Safety FRQWLQXHG
x $OZD\VVWHSRYHUWKHUDLOVZKHQFURVVLQJWKH
WUDFNV1HYHUZDONVWDQGRUVLWRQWKHUDLOV7KHUDLOVXUIDFHFDQEHH[WUHPHO\VOLSSHU\ x $OZD\VIDFHWKHGLUHFWLRQIURPZKLFKWKHWUDLQRU
RQWUDFNHTXLSPHQWLVDSSURDFKLQJ
x $YRLGWUDFNVZLWFKHV7KHVZLWFKSRLQWVFDQPRYH
XQH[SHFWHGO\DQGZLWKHQRXJKIRUFHWRFUXVKEDOODVWURFN6WDQGIHHWIURPWUDFNVZLWFKHVZKHQWUDLQVDUHDSSURDFKLQJ6WD\DZD\IURPDQ\RWKHUUDLOURDGGHYLFHRIZKLFK\RXDUHQRWIDPLOLDU x $OZD\VZDONVLQJOHILOHZKHQFURVVLQJWKHWUDFNVLQ DJURXS
x 1HYHUVWDQGEHWZHHQDGMDFHQWWUDFNVLQPXOWLSOH
WUDFNWHUULWRU\ZKHQDWUDLQLVSDVVLQJ
x $OZD\VFURVVDWOHDVWIHHWDZD\IURPWKHHQGRI

HTXLSPHQW
LHHQJLQHVUDLOURDGFDUVRURQWUDFNHTXLSPHQW
x 'RQRWSDVVEHWZHHQVWDQGLQJORFRPRWLYHV
UDLOURDGFDUVRURQWUDFNHTXLSPHQWZKHQWKHUHLVOHVVWKDQIHHWEHWZHHQWKHHTXLSPHQW x 1HYHUFURVVWUDFNVE\JRLQJXQGHUQHDWKRYHURU
WKURXJKFDUVHQJLQHVRURQWUDFNHTXLSPHQW
x :RUNLVQRWDOORZHGZLWKLQIHHWRIWKHWUDFN
FHQWHUOLQHZKLOHWUDLQVDUHSDVVLQJWKHZRUNVLWH$OZD\VVWDQGDVIDUEDFNDVSRVVLEOHWRSUHYHQWLQMXU\IURPIO\LQJGHEULVRUORRVHULJJLQJ x $OZD\VYLVXDOO\LQVSHFWDOOSDVVLQJWUDLQV,I\RX GHWHFWDGDQJHURXVFRQGLWLRQLQIRUP\RXU(,&RUZDWFKPDQLPPHGLDWHO\7KH(,&RUZDWFKPDQZLOOQRWLI\WKHWUDLQFUHZ x $OZD\VVWRSHTXLSPHQWZKLOHDWUDLQLVSDVVLQJ
WKURXJK\RXUZRUNLQJOLPLWV1RPRYHPHQWZLOOEHDOORZHGWRZDUGDQDSSURDFKLQJWUDLQWKDWZRXOGFDXVHWKHHQJLQHHUWREHOLHYHWKHWUDFNPLJKWEHIRXOHG x 7UDLQVWUDYHOIDVWHUWKDQWKH\DSSHDUDQGDUH
UHODWLYHO\TXLHW7UDLQVPD\RSHUDWHZLWKFDEFDUIRUZDUG<RXVKRXOGQRWUHO\RQSDVWH[SHULHQFHVWRGHWHUPLQHWUDLQVFKHGXOH7UDLQVFKHGXOHVDUHXQSUHGLFWDEOHDQGDUHVXEMHFWWRFKDQJHVDQGRUGHOD\V No job is so urgent it can’t be done
safely.
333
DRAFT
8 Housekeeping7KHIROORZLQJKRXVHNHHSLQJUXOHVDSSO\WRHYHU\RQH &DOLIRUQLD3XEOLF8WLOLWLHV&RPPLVVLRQ
&38&

*HQHUDO2UGHU'DQGUHTXLUHWKDWODWHUDODQGYHUWLFDOFOHDUDQFHDURXQGDUDLOURDGWUDFNDQGDVDIHZDONZD\SDUDOOHOWRERWKVLGHVRIWKHWUDFNEHPDLQWDLQHG7KH(,&ZLOOREVHUYHFRQVWUXFWLRQDQGPDWHULDOVWRUDJHDFWLYLWLHVDQGPD\GLUHFWFRQWUDFWRUHPSOR\HH V
WRFRUUHFWFRQGLWLRQVQRWLQFRPSOLDQFHZLWKWKH&38&*HQHUDO2UGHUV 0DWHULDOPXVWQRWEHVWRUHGFORVHUWKDQIHHWRI WKHFORVHVWUDLO
&RQWUDFWRUHPSOR\HH
V
PXVWFRYHUDUHDVZLWK
VSLOOHGRLORUJUHDVHE\DSSO\LQJVDQGRUDQHTXLYDOHQWDSSURYHGPDWHULDOWRPLQLPL]HVOLSSLQJKD]DUGV &RQWUDFWRUHPSOR\HHVDUHUHVSRQVLEOHIRUWKH
UHPRYDORIDOOXQXVHGPDWHULDOVDQGGHEULVFUHDWHGE\WKHFRQVWUXFWLRQSURMHFW &OHDUVLWHLPPHGLDWHO\RIDOOWULSSLQJKD]DUGVVXFK DVZLUHORRVHPDWHULDOHWF
)ODPPDEOHPDWHULDOVSHWUROHXPSURGXFWVSDLQWV
FDXVWLFVDFLGVDQGVROYHQWVPXVWEHVWRUHGLQGHVLJQDWHGDUHDVDQGLQFRQWDLQHUVZKLFKDUHSURYLGHGIRUWKHP

7. &RQWUDFWRULVUHVSRQVLEOHIRUUHVWRULQJWKHSURSHUW\ WRLWVSUHYLRXVFRQGLWLRQRUEHWWHU7KLVLQFOXGHVPDNLQJUHSDLUVWRGUDLQDJHIDFLOLWLHVIHQFHVJDWHVRUEXLOGLQJVGDPDJHGRUUHPRYHGE\WKH&RQWUDFWRURULWVIRUFHV Electrical
,WLVWKHUHVSRQVLELOLW\RIHYHU\HPSOR\HHWRH[HUFLVHFDUHWRDYRLGLQMXU\WRWKHPVHOYHVRUWRRWKHUV7KHIROORZLQJUXOHVDUHIRUWKHVDIHW\RIHYHU\RQH

1. (OHFWULFZLUHVPXVWEHFRQVLGHUHGOLYHDWDOO
WLPHV(PSOR\HHVVKDOOQRWGHSHQGRQWKHLQVXODWLRQRIZLUHVIRUWKHLUVDIHW\(PSOR\HHVDYRLGDOORYHUKHDGDQGXQGHUJURXQGZLUHVWKH\PD\FRPHLQFRQWDFWZLWK

2. :KHQXVLQJWHPSRUDU\SRZHUFRUGVFRUGV
PXVWQHYHUEHSODFHGRYHUWKHUDLOV7KH(,&ZLOOZRUNZLWKWKHFRQWUDFWRUIRUSURSHUSODFHPHQW

3. (PSOR\HHVPXVWQRWSODFHDQ\PHWDO
REMHFWVDFURVVUDLOV

4. 6LJQDOFDEOHVFRQGXLWVPD\EHHQFRXQWHUHG
ZKLOHH[FDYDWLQJDORQJWKHULJKWRIZD\
([FDYDWLRQLVQRWSHUPLWWHGXQWLO

9 'LJ$OHUW
86$
±LGHQWLILFDWLRQLV
FRPSOHWH

334
DRAFT
9 9 6&55$6LJQDOV'HSDUWPHQWKDVEHHQ
QRWLILHGDQGKDVLGHQWLILHGVLJQDOFRQGXLWV

5DLOURDGVLJQDOVDUHQRWFRYHUHGE\'LJ$OHUW
86$
DQGWKHUDLOURDGVLJQDOVGHSDUWPHQWPXVWEHQRWLILHG Emergency Situations 3ULRUWRVWDUWLQJZRUNWKH(,&ZLOOKDYHWKHVHHPHUJHQF\SKRQHQXPEHUVDYDLODEOHRQVLWH $PEXODQFH6&55$DQGRULWVRSHUDWLQJFRQWUDFWRU¶VUHSUHVHQWDWLYH0HWUROLQN2SHUDWLRQ&HQWHU 02&
6LJQDOVHPHUJHQF\QXPEHUDQGWKHSROLFH,QHPHUJHQF\VLWXDWLRQVWKHIROORZLQJDSSO\
x :KHQDQLQMXU\RFFXUVVWRSZRUNLQJDQG
HQVXUHHYHU\WKLQJSRVVLEOHLVGRQHIRUWKHLQMXUHGSHUVRQ x ,IHTXLSPHQWZDVLQYROYHGLQWKHLQMXU\LWPXVW
EHH[DPLQHGWRHQVXUHWKHHTXLSPHQWZDVLQSURSHUZRUNLQJFRQGLWLRQ$Q\GHIHFWLYHWRROVPDFKLQHU\DQGHTXLSPHQWDUHSURKLELWHGIURPXVHRQ6&55$SURSHUW\ x ,PPHGLDWHO\UHSRUWWRWKH(,&DQ\DFFLGHQWV

SHUVRQDOLQMXULHV
GHIHFWVLQWUDFNVEULGJHVVLJQDOVXWLOLWLHVRUFRPPXQLFDWLRQIDFLOLWLHV RUDQ\XQXVXDOFRQGLWLRQWKDWPD\DIIHFWWKHVDIHRSHUDWLRQRIWKHUDLOURDG x &RQWUDFWRUHPSOR\HHVPXVWH[HUFLVHFDUHWR
SUHYHQWLQMXU\WRWKHPVHOYHVRURWKHUV
(PSOR\HHVPXVWEHDOHUWDQGDWWHQWLYHDWDOOWLPHVZKHQSHUIRUPLQJWKHLUZRUN x ,QFDVHRISHUVRQDOLQMXU\ORVVRIOLIHRU
GDPDJHWRSURSHUW\WKH(,&PXVWLPPHGLDWHO\GRFXPHQWWKHQDPHVDGGUHVVHVDQGRFFXSDWLRQRIDOOSHUVRQVLQYROYHGLQFOXGLQJDOOSHUVRQVDWWKHVFHQHUHJDUGOHVVRIZKHWKHUWKHVHSHUVRQVJLYHDVWDWHPHQWDERXWWKHLQFLGHQW7KLVLQIRUPDWLRQVKRXOGEHLQFOXGHGLQWKHLQFLGHQWUHSRUWV x ,IDQLQFLGHQWFDXVHVSHUVRQDOLQMXU\RUGHDWK
DOOWRROVPDFKLQHU\DQGRWKHUHTXLSPHQWLQYROYHGLQFOXGLQJSUHPLVHVZKHUHVXFKDFFLGHQWRFFXUUHGPXVWEHSURPSWO\LQVSHFWHGE\WKH(,&7RROVHTXLSPHQWDQGPDFKLQHU\PXVWEHVHFXUHGXQWLO6&55$(,&RU:DWFKPDQ6DIHW\2IILFHURURWKHUFRPSHWHQWLQVSHFWRUKDVFRPSOHWHGDQLQVSHFWLRQ$UHSRUWRIVXFKLQVSHFWLRQVWDWLQJWKHFRQGLWLRQVIRXQGDQGQDPHVRISHUVRQVPDNLQJWKHLQVSHFWLRQPXVWEHSURPSWO\IRUZDUGHGWR6&55$DQGWKHVXSHUYLVLQJRIILFHURISHUVRQPDNLQJWKHLQVSHFWLRQ x ,QIRUPDWLRQFRQFHUQLQJLQFLGHQWVRUSHUVRQDO
LQMXULHVRFFXUULQJWRSHUVRQVZKRDUHQRWHPSOR\HHVPXVWQRWEHJLYHQWRDQ\RQHH[FHSWDXWKRUL]HGUHSUHVHQWDWLYHVRIWKH6&55$RUDQRIILFHURIWKHODZ 335
DRAFT
10 Heavy Equipment :KHQZRUNLQJRQRUDURXQGKHDY\HTXLSPHQWWKHIROORZLQJSUHFDXWLRQVPXVWEHWDNHQ
(TXLSPHQWRSHUDWRUVPXVWEHSURSHUO\WUDLQHGDQG
TXDOLILHGEHIRUHRSHUDWLQJHTXLSPHQWRQ6&55$ULJKWRIZD\DQGPXVWRSHUDWHHTXLSPHQWLQDVDIHVNLOOIXODQGUHOLDEOHPDQQHU 2SHUDWRUVDUHUHVSRQVLEOHIRUYHULI\LQJWKHLU
PDFKLQHVDUHLQVDIHRSHUDWLQJFRQGLWLRQEHIRUHVWDUWLQJDQGPXVWDVVXUHWKDWSURSHUSURWHFWLRQLVEHLQJDIIRUGHGWKHLURSHUDWLRQV7KHDSSURSULDWHHTXLSPHQWPXVWEHXVHGDQGRSHUDWHGIRUHDFKWDVNDFFRUGLQJWKHPDQXIDFWXUHU¶VLQVWUXFWLRQV 1HYHUHQJDJHLQWKHUHFNOHVVRSHUDWLRQVRI
YHKLFOHVRQWKH6&55$ULJKWRIZD\7KHVSHHGOLPLWRQWKHULJKWRIZD\LVQRWPRUHWKDQPSKDQGPD\EHORZHUHGLIFRQGLWLRQVZDUUDQW2IIHQGHUVPD\EHDVNHGWROHDYHWKH6&55$ULJKWRIZD\E\DQ\6&55$HPSOR\HHRUUHSUHVHQWDWLYHREVHUYLQJXQVDIHEHKDYLRU $XGLEOHEDFNXSZDUQLQJGHYLFHVDUHUHTXLUHGRQ
DOOKHDY\HTXLSPHQWDWDOOWLPHV
2SHUDWRUPXVWKDYHWKHHTXLSPHQWPDQXDORQ
WKHLUPDFKLQH
:KLOHWUDLQVHQJLQHVRURQWUDFNHTXLSPHQWSDVV
RSHUDWRUVPXVWHQVXUHWKDW

x 0DFKLQHVDUHVWRSSHGx 9HKLFOHVDUHVWRSSHGx %UDNHVDUHVHWx %XFNHWVDQGVKRYHOVRUFODPVDUHORZHUHG WRUHVWSRVLWLRQDQGPDFKLQHZLWKRXWEXFNHWVPXVWKDYHWKHLUORDGOLQHWLJKWHQHGWRSUHYHQWPRYHPHQW 8QDXWKRUL]HGSHUVRQVFDQQRWEHFDUULHGRQ
HTXLSPHQW3HUVRQVTXDOLILHGWREHRQHTXLSPHQWPXVWEHSURSHUO\SRVLWLRQHGEHIRUHPRYHPHQWLVPDGH1HYHUWUDQVSRUWSDVVHQJHUVLQWUXFNEHGVRURQKHDY\HTXLSPHQW 1HYHUDOORZHPSOR\HHVLQRURQORDGHUVDQG
EDFNKRHEXFNHWV

2SHUDWRUVRIHTXLSPHQWPXVWEHDZDUHRIWKH
ORFDWLRQVRIRYHUKHDGDQGXQGHUJURXQGXWLOLWLHV2SHUDWRUPXVWKDYHDFOHDUXQGHUVWDQGLQJRIKRZWRSURWHFWXWLOLW\OLQHVEHIRUHRSHUDWLQJPDFKLQHU\ 1(9(5PRYHHTXLSPHQWDFURVVWKHWUDFNVH[FHSW
DWHVWDEOLVKHGURDGFURVVLQJV7UDFNHGRUUXEEHUWLUHHTXLSPHQWZLOOUHTXLUHWKHVXSHUYLVLRQRIDQ6&55$(,&DQ\WLPHUDLOURDGWUDFNVDUHFURVVHG 1(9(5PRYHWUDFNHGRUUXEEHUWLUHHTXLSPHQW
DFURVVUDLOURDGEULGJHVRUWKURXJKWXQQHOV
336
DRAFT
11 :KHQKHDY\HTXLSPHQWLVOHIWXQDWWHQGHG

x 0RWRUPXVWEHVWRSSHGDQGLJQLWLRQPXVWEH
ORFNHG
x 3DUNLQJRUKDQGEUDNHPXVWEHVHFXUHO\VHWx .H\VPXVWEHLQSRVVHVVLRQRIRSHUDWRURU DXWKRUL]HGHPSOR\HHQRWOHIWRQWKHYHKLFOH
x :KHHOVPXVWEHVHFXUHO\EORFNHGRQ
JUDGHV
x (TXLSPHQWPXVWEHVHFXUHGLQDKLJKO\
YLVLEOHDUHD
Railroad Flagging/Protection7KHWKLUGSDUW\FRQWUDFWRU¶VIRUHPDQZRUNLQJRQWKHULJKWRIZD\LVUHVSRQVLEOHIRUWKHVDIHW\RIWKHLUFUHZVDQGPXVWJXDUGWKHLUFUHZVDJDLQVWLPSHQGLQJGDQJHURULQMXU\7KH\VKDOOEHDULQPLQGWKDWVDIHW\LVWKHILUVWDQGPRVWLPSRUWDQWFRQVLGHUDWLRQ1RZRUNFDQEHJLQXQWLODQ6&55$UHSUHVHQWDWLYHLVRQVLWHDQGSURSHUSURWHFWLRQLVEHLQJDIIRUGHG7KHWKLUGSDUW\FRQWUDFWRUPXVWUHTXHVWDQGDUUDQJHIRUIODJJLQJVHUYLFHVDPLQLPXPRIILYH
ZRUNLQJGD\VEHIRUHWKHZRUNEHJLQV$Q6&55$(,&RU:DWFKPDQLVUHTXLUHGIRU\RXUSURWHFWLRQDQ\WLPH\RXDUHRQ6&55$SURSHUW\ H[FHSWIRUXWLOLW\ZRUNHUVSURYLGLQJVKRUWWHUPURXWLQHPDLQWHQDQFH
2QWUDFNSURWHFWLRQPXVWEHSURYLGHGE\DQ6&55$(,&ZKHQWKHIROORZLQJZRUNLVEHLQJSHUIRUPHGEXWQRWOLPLWHGWR
x :KHQDQ\SDUWRIHTXLSPHQWLVVWDQGLQJRUEHLQJ
RSHUDWHGZLWKLQIHHWRIWKHQHDUHVWWUDFNRUKDVWKHpotential to foulWKHWUDFN x :KHQDQ\FRQVWUXFWLRQDFWLYLWLHVDUHLQSURJUHVV
ZLWKLQIHHWRIWKHQHDUHVWWUDFNUHJDUGOHVVRIHOHYDWLRQDERYHRUEHORZWUDFN x )RUDQ\H[FDYDWLRQLQRUDURXQGWKHWUDFNVWKDW
PD\VXEMHFWWKHWUDFNVRURWKHUSURSHUW\WRVHWWOHPHQWRUPRYHPHQW x $Q\FOHDULQJJUXEELQJRUGHPROLWLRQLQSUR[LPLW\
WRWKH6&55$SURSHUW\ZKLFKLQWKHRSLQLRQRI6&55$PD\HQGDQJHUWKHSURSHUW\RURSHUDWLRQ x )RUDQ\VWUHHWFRQVWUXFWLRQDQGPDLQWHQDQFH
DFWLYLWLHVUHTXLULQJWHPSRUDU\ZRUNDUHDWUDIILFFRQWURO$OODFWLYLWLHVWKDWFKDQJHWKHIORZRIWUDIILFDFURVVDUDLOURDGFURVVLQJ LHWUDIILFFRQHVODQHFORVXUHVHWF
PXVWEHSURWHFWHG
6&55$HQJLQHHULQJGHSDUWPHQWmustDSSURYHWUDIILF
FRQWUROSODQVEHIRUHZRUNFDQEHJLQ
*RRGFRPPXQLFDWLRQEHWZHHQWKHFRQWUDFWRUDQGWKH(,&LVLPSHUDWLYH7KH(,&LVUHVSRQVLEOHIRUYHULI\LQJDOOZRUNHUVDQGRUHTXLSPHQWQHDURURQWKHPDLQWUDFNKDYHPRYHGDWOHDVWIHHWIURPWKHQHDUHVWUDLOEHIRUHDOORZLQJDWUDLQWRSDVVWKHZRUNVLWH 337
DRAFT
12 Two Methods of On-Track Safety (OTS) Keeping Us Away From Trains7KLVPHWKRGGRHV QRWSK\VLFDOO\VHSDUDWHWKHRSHUDWLRQRIWUDLQVDQGHTXLSPHQWIURPWKHWKLUGSDUW\FRQWUDFWRUHPSOR\HH&OHDULQJWKHWUDFNEHIRUHWKHDUULYDORIWKHWUDLQSURWHFWVWKHWKLUGSDUW\FRQWUDFWRUHPSOR\HHTAW7UDLQ$SSURDFK:DUQLQJx (PSOR\VD:DWFKPDQWRYLVXDOO\LGHQWLI\DWUDLQRURQ WUDFNHTXLSPHQWDQGSURYLGHZDUQLQJWRDZRUNJURXSLQWLPHWRRFFXS\DSODFHRIVDIHW\VHFRQGVSULRUWRWUDLQDUULYDO Keeping Trains Away From Us-7KLVPHWKRGRI276
SK\VLFDOO\VHSDUDWHVWKHRSHUDWLRQRIWUDLQVIURPWKHDFWLYLWLHVRIWKHWKLUGSDUW\FRQWUDFWRUHPSOR\HH x :RUNLQJOLPLWVDUHXVHGWRNHHSWUDLQVDZD\IURP
ZRUNJURXSV
x :RUNLQJOLPLWVDUHHVWDEOLVKHGWRDIIRUGWKLUGSDUW\ FRQWUDFWRUHPSOR\HHWKHVHSDUDWLRQ
x :RUNLQJOLPLWVDUHDVHJPHQWRIWUDFNZLWKGHILQLWH ERXQGDULHVXSRQZKLFKWUDLQVRUHTXLSPHQWPRYHRQO\DXWKRUL]HGE\WKH(,& x 2QO\DTXDOLILHG(,&GHVLJQDWHGE\6&55$PD\
HVWDEOLVKRUKDYHFRQWURORYHUZRUNLQJOLPLWVIRUWKHSXUSRVHRIHVWDEOLVKLQJ276 Form B*LYHVWKH(,&FRQWURORIDVHJPHQWRIWUDFNIRUDJLYHQSHULRGRIWLPH7KLVPHWKRGRI276DOORZVWUDLQVDQGHTXLSPHQWWRSDVVWKURXJKWKHZRUNLQJOLPLWVZLWKWKHSHUPLVVLRQRIWKH(,&7UDLQVDQGHTXLSPHQWDUHUHTXLUHGWRSDVVWKURXJKWKHZRUNLQJOLPLWVDWDVSHHGHVWDEOLVKHGE\WKH(,&Track & Time7KHGLVSDWFKHUZLOODXWKRUL]HPHQRUHTXLSPHQWWRRFFXS\DWUDFNRUWUDFNVZLWKLQVSHFLILHGOLPLWVIRUDFHUWDLQWLPHSHULRG2QO\DTXDOLILHG(,&PD\HVWDEOLVKWUDFN WLPHRUMRLQWWUDFN WLPHIRUDZRUNJURXSRIWKLUGSDUW\FRQWUDFWRUV 338
DRAFT
13 Railroad Terms7KHIROORZLQJGHILQLWLRQVDSSO\WRDOO7KLUG3DUW\&RQWUDFWRUVHQWHULQJWKH6&55$ULJKWRIZD\.Ballast±7KHURFNWKDWVXSSRUWVWKHWUDFNDQGWLHV7KLVURFNLVJURRPHGWRNHHSWKHWUDFNLQSODFHGUDLQZDWHUDZD\IURPWKHWUDFNDQGWRGLVWULEXWHWKHZHLJKWRIWUDLQVWRVXUURXQGLQJVRLO'2127',6785%RUSODFHVRLOVDQGRUGHEULVRQLWCalifornia Public Utilities Commission &38&
7KHVWDWHDJHQF\WKDWDGPLQLVWHUVFHUWDLQUXOHVDQGUHJXODWLRQVRIWKHUDLOURDGLQGXVWU\Center Line of Track±$QLPDJLQDU\OLQHWKDWUXQVGRZQWKHFHQWHURIWKHWZRUDLOVRIDWUDFNConfined Space±$VSDFHWKDWLVODUJHHQRXJKDQGVRFRQILJXUHGWKDWDQLQGLYLGXDOFDQHQWHUDQGSHUIRUPDVVLJQHGZRUN7KHVSDFHKDVOLPLWHGRUUHVWULFWHGPHDQVIRUHQWU\RUH[LWDQGLVQRWGHVLJQHGIRUFRQWLQXRXVLQGLYLGXDORFFXSDQF\7KLVZRXOGLQFOXGHEXWQRWOLPLWHGWRWDQNVYHVVHOVVLORVVWRUDJHELQVKRSSHUVYDXOWVDQGSLWVDerailment$SRWHQWLDOO\GDQJHURXVFRQGLWLRQZKHUHE\UDLOFDUVRUHQJLQHVOHDYHWKHWUDFNVEmployee-In-Charge (EIC) –$URDGZD\ZRUNHUGHVLJQDWHGWRSURYLGH2Q7UDFN3URWHFWLRQIRURQHRUPRUHZRUNJURXSV Engine ±$XQLWSURSHOOHGE\DQ\IRUPRIHQHUJ\RUPRUHWKDQRQHRIWKHVHXQLWVRSHUDWHGIURPDVLQJOHFRQWUROW\SLFDOO\UHIHUUHGWRDVDORFRPRWLYHExcavation ±$Q\UHPRYDORIHDUWK$Q\H[FDYDWLRQ DQGRUVKRULQJQRPDWWHUKRZODUJHRUVPDOOUHTXLUHSULRUDSSURYDOIURP6&55$(QJLQHHUExclusive Track- ,V DPHWKRGRIHVWDEOLVKLQJZRUNLQJOLPLWVRQFRQWUROOHGWUDFNLQZKLFKPRYHPHQWRFFXSDQF\RUDXWKRULW\RIWUDLQVDQGRWKHUHTXLSPHQWLVZLWKKHOGE\FRQWURORSHUDWRURUUHVWULFWHGE\IODJPDQFill ±$VHFWLRQRIHDUWKEXLOWXSWRVXSSRUWWKHUDLOURDG¶VWUDFNVWUXFWXUHFoul the ballast±$Q\WKLQJWKDWFRQWDPLQDWHVWKHEDOODVWVHFWLRQRIWKHURDGEHGDQGLQKLELWVWKHEDOODVWIURPVXSSRUWLQJWKHWUDFNGUDLQLQJZDWHURUVXSSUHVVLQJZHHGJURZWK,QPRVWFDVHVEDOODVWLVIRXOHGE\H[FDYDWHGPDWHULDOEHLQJSODFHGRQWKHEDOODVWFoul the track±3ODFHPHQWRIDQLQGLYLGXDORUDSLHFHRI HTXLSPHQWLQVXFKDSUR[LPLW\WRDWUDFNWKDWWKHLQGLYLGXDORUHTXLSPHQWFRXOGEHVWUXFNE\DPRYLQJWUDLQRUWUDFNHTXLSPHQW6&55$IRXOLQJGLVWDQFHLVGHILQHGDVZLWKLQIHHWIURPWKHQHDUHVWUDLOForm B$PHWKRGRIH[FOXVLYHWUDFNRFFXSDQF\E\DXWKRUL]LQJDURDGZD\ZRUNHUWRIRXORURFFXS\WUDFN V
ZLWKLQOLPLWVEHWZHHQWZRUHFRJQL]DEOHSRLQWVDVGHWHUPLQHGE\UDLOURDGWLPHWDEOHZLWKLQDGHVLJQDWHGWLPHSHULRGXVLQJIODJSURWHFWLRQ 339
DRAFT
14 General Code of Operating Rules
*&25
±7KHUXOHVWKDWJRYHUQWKHXVHRIUDLOURDGWUDFNVE\WUDLQVPDLQWHQDQFHHPSOR\HHVFRQWUDFWRUVDQGRWKHUVHy-rail Vehicle7KLVYHKLFOHLVFRQVLGHUHGRQWUDFNHTXLSPHQW,WLVW\SLFDOO\GULYHQRQKLJKZD\VEXWKDVVSHFLDOO\PDQXIDFWXUHGDWWDFKPHQWVWKDWDOORZWKHYHKLFOHWRWUDYHORQUDLOURDGWUDFNV7KH\DUHYLHZHGDVWUDLQVDQGRQO\DXWKRUL]HGUDLOURDGSHUVRQQHOPD\RSHUDWHWKHPJob Site±$Q\DUHDZKHUHZRUNLVSHUIRUPHGZKHUHPDWHULDOVDQGHTXLSPHQWDUHVWRUHGRUZKLFKHPSOR\HHVDFFHVVGXULQJWKHSURMHFWMain Track±$WUDFNH[WHQGLQJWKURXJK\DUGVDQGEHWZHHQVWDWLRQVWKDWPXVWQRWEHRFFXSLHGZLWKRXWDXWKRULW\RUSURWHFWLRQMileposts±)LHOGLQGLFDWRUVRIDSSUR[LPDWHGLVWDQFHIURPDVSHFLILFSRLQWWKHUDLOURDGV\VWHPXVHGIRUDSSUR[LPDWHORFDWLRQVRIUDLOURDGIDFLOLWLHV7KH\DUHQRWWREHXVHGIRUILHOGVXUYH\VOn-Track Equipment0DLQWHQDQFHRI:D\PDFKLQHVVXFKDVWUDFNFDUV+\UDLOYHKLFOHVWDPSHUVEDOODVWUHJXODWRUVHWFZKLFKPD\EHRSHUDWHGRQWKHWUDFNOn-Track Safety2QWUDFN6DIHW\LVDVWDWHRIIUHHGRPIURPWKHGDQJHURIEHLQJVWUXFNE\PRYLQJWUDLQVRURQWUDFNHTXLSPHQWWKDWLVSURYLGHGE\WKHRSHUDWLQJDQG VDIHW\UXOHVZKLFKJRYHUQWUDFNRFFXSDQF\E\SHUVRQQHOWUDLQVDQGRQWUDFNHTXLSPHQWRight to challenge,IWKHWKLUGSDUW\FRQWUDFWRUHPSOR\HHGRHVQRWEHOLHYHWKDWWKHSURWHFWLRQDJDLQVWWUDLQVLVVXIILFLHQWWKHHPSOR\HHPD\DWDQ\WLPHLQJRRGIDLWKFKDOOHQJHWKH(,&¶VIRUPRISURWHFWLRQDQGPXVWUHPDLQFOHDURIDOOWUDFNVXQWLOWKHFKDOOHQJHLVUHVROYHGRoadbed $JUDGHGDUHDEHQHDWKDQGRQHLWKHUVLGHRIWKHWUDFNVWUXFWXUHWKDWSURYLGHVVXSSRUWDQGGUDLQDJHRIWKHWUDFNSafety Training$VHVVLRQFRQGXFWHGE\DTXDOLILHG6&55$UHSUHVHQWDWLYHDWZKLFK2Q7UDFN6DIHW\DQG0HWUROLQNULJKWRIZD\UXOHVDQGUHJXODWLRQVDUHGLVFXVVHGSafety Sticker$QHPEOHPLQGLFDWLQJFRPSOHWLRQRIWKLUGSDUW\FRQWUDFWRUWUDLQLQJ7KHQRQWUDQVIHUDEOH³6DIHW\7UDLQHG¶HPEOHPLVWREHSODFHGRQHDFKLQGLYLGXDO¶VKDUGKDWVRLWLVYLVLEOHZKHQZRUNLQJRQWKH5DLOURDG¶V5LJKWRI:D\Siding±$VHFRQGDU\WUDFNXVHGIRUWKHSDVVLQJRIWUDLQVRQVLQJOHWUDFNURXWHVThird Party Contractor±$Q\FRQWUDFWRUZRUNLQJRQRUDGMDFHQWWRWKHUDLOURDGULJKWRIZD\RQQRQUDLOURDGUHODWHGZRUN 340
DRAFT
15 Tracks±7KHUDLOVWLHVDQGEDOODVWWKDWFRPSRVHWKHWUDYHOLQJVXUIDFHE\WUDLQVTrack Structure±7KHUDLOVWLHVEDOODVWDQGURDGEHGWKDWFRPSRVHWKHWUDYHOLQJVXUIDFHXVHGE\WUDLQVTrack and Time7KHGLVSDWFKHUZLOODXWKRUL]HPHQRUHTXLSPHQWWRRFFXS\DWUDFNRUWUDFNVZLWKLQVSHFLILHGOLPLWVIRUDFHUWDLQWLPHSHULRGTrains ±2QHRUPRUHHQJLQHVFRXSOHGWRJHWKHUZLWKRUZLWKRXWFDUVZKLFKXVHWKH5DLOURDGWUDFNTrain Approach Warning (provided by Watchmen)-$PHWKRGRIHVWDEOLVKLQJ2Q7UDFN6DIHW\SURYLGHGE\:DWFKPHQRIZDUQLQJZRUNHUVRIWKHDSSURDFKRIWUDLQVLQDPSOHWLPH QRWOHVVWKDQVHFRQGV
IRUWKHPWRPRYHWRRUUHPDLQLQDSODFHRIVDIHW\Train Movement –$Q\PRWLRQRIHQJLQHVDQGRUFDUVRYHUWKHUDLOURDGWUDFNVWatchman-$QHPSOR\HHZKRKDVEHHQDQQXDOO\WUDLQHGDQGTXDOLILHGWRSURYLGHZDUQLQJWRURDGZD\ZRUNHUVRIDSSURDFKLQJWUDLQVDQGRQWUDFNHTXLSPHQWWatchman Protection –(PSOR\HHVLQDZRUNJURXSXVLQJ7UDLQ$SSURDFK:DUQLQJSURYLGHGE\ZDWFKPHQORRNRXWVPXVWEHSURYLGHGZDUQLQJLQVXIILFLHQWWLPHWRHQDEOHHDFKHPSOR\HHWRPRYHWRDSUHYLRXVO\GHWHUPLQHGSODFHRIVDIHW\QRWOHVVWKDQVHFRQGVEHIRUHDWUDLQPRYLQJDWWKHPD[LPXPVSHHGDXWKRUL]HGRQWKDWWUDFNZRXOGDUULYHDWWKHHPSOR\HH¶VORFDWLRQ Working Limits – $VHJPHQWRIWUDFNZLWKGHILQLWHERXQGDULHVXSRQZKLFKWUDLQVDQGHQJLQHVPD\PRYHRQO\DVDXWKRUL]HGE\WKHURDGZD\ZRUNHUKDYLQJFRQWURORYHUWKDWGHILQHGVHJPHQWRIWUDFN:RUNLQJOLPLWVPD\EHHVWDEOLVKHGWKURXJKH[FOXVLYHWUDFNRFFXSDQF\IRXOWLPHRULQDFFHVVLEOHWUDFNYard-$FROOHFWLRQRIVHFRQGDU\WUDFNVXVHGWRVWRUHHTXLSPHQW FDUVHQJLQHVPDLQWHQDQFHPDFKLQHVHWF
IRUDVVHPEOLQJRUGLVDVVHPEOLQJWUDLQVDQGRUFRQGXFWLQJRWKHUUDLOURDGRSHUDWLRQV Asking me to condone an unsafeact is like asking me to jeopardize the value of your life.
341
DRAFT
16 Zero Tolerance Safety Rules
6&55$KDVD=HUR7ROHUDQFHSROLF\=HURWROHUDQFHPHDQVWKDWFHUWDLQDFWLRQVZLOODEVROXWHO\QRWEHWROHUDWHGXQGHUDQ\FLUFXPVWDQFHV%HDZDUHRIWKHIROORZLQJUXOHVDWDOOWLPH
x $OOWKLUGSDUW\FRQWUDFWRUVPXVWKDYHD5LJKWRI
(QWU\RUDSSURYHGGRFXPHQWWRZRUNRQ6&55$ULJKWRIZD\ x 'ULQNLQJDOFRKROLFEHYHUDJHVEHLQJXQGHUWKH
LQIOXHQFHRIDQ\GUXJRUPHGLFDWLRQRUKDYLQJWKHPLQ\RXUSRVVHVVLRQDWDQ\WLPHRQ6&55$SURSHUW\ZLOOQRWEHWROHUDWHG x $OOWKLUGSDUW\FRQWUDFWRUSHUVRQQHOPXVWKDYH
FRPSOHWHGWKH7KLUG3DUW\&RQVWUXFWLRQDQG8WLOLW\:RUNHU6DIHW\7UDLQLQJ3URJUDPDQGKDYHDYDOLG6&55$VDIHW\VWLFNHURQWKHLUKDUGKDWRUWKH\ZLOOQRWEHDOORZHGRQ6&55$SURSHUW\ x $OOWKLUGSDUW\FRQWUDFWRUSHUVRQQHODQGXWLOLW\
ZRUNHUVPXVWZHDUDKDUGKDWVDIHW\JODVVHVZLWKVLGHVKLHOGVDIHW\YHVWZLWKUHWURUHIOHFWLYHWDSHIRUQLJKWZRUNRUDWUDLOURDGFURVVLQJPXVWEHZRUQ$VDIHW\7VKLUWVZHDWVKLUWRUMDFNHWPD\EHZRUQGXULQJWKHGD\ORQJSDQWVDQGVDIHW\ERRWV :25.,1*2125$5281'75$&.6
&RQWUDFWRUVPXVWEHDZDUHRIWKHIROORZLQJ

$OOZRUNZLWKLQIHHWRIWKHQHDUHVWUDLOPXVWEH
FRRUGLQDWHGZLWKWKH5LJKWRI:D\(QFURDFKPHQW$GPLQLVWUDWRUVRWKDWSURWHFWLRQFDQEHSURYLGHGIRUSHUVRQQHO 1RZRUNFDQEHJLQXQWLODQ6&55$UHSUHVHQWDWLYH
LVRQVLWHDQGSURSHUSURWHFWLRQLVEHLQJDIIRUGHG
'RQRWIRXOWKHWUDFNZLWKDQ\SLHFHRIHTXLSPHQW
ZLWKRXWDQ(,&MREEULHILQJDQGH[FOXVLYHWUDFNRFFXSDQF\ 'RQRWVWDQGRQWKHWUDFNRUZLWKLQIHHWRIWKH
QHDUHVWUDLO
'RQRWOHDYHRSHQKROHVRUWUHQFKHVXQDWWHQGHG 'RQRWGLVWXUERUIRXOWKHEDOODVWDWDQ\WLPH VIOLATION OF ANY OF THESE RULES WILL RESULT IN REMOVAL FROM THE PROPERTY AND MAY CAUSE THE RIGHT OF WAY ENTRY PERMIT TO BE REVOKED. 342
DRAFT
APPENDIX “M”

San Clemente City CouncilAugust 15, 2023

San Clemente City Council
August 15, 2023