AGENDA
ITEM
19 Part 2
CITY OF CALEXICO
CONTRACT AGREEMENT DOCUMENTS
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036)
CALTRANS EXHIBIT 12-G
FAITHFUL PERFORMANCE BOND
LABOR AND MATERIAL BOND
WARRANTY BOND
WORKMEN'S COMPENSATION INSURANCE CERTIFICATE
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
DEBARMENT AND SUSPENSION CERTIFICATION
DEBARMENT AND SUSPENSION CERTIFICATION
DRUG/ALCHOHOL TESTING REQUIREMENTS
CORPORATE CERTIFICATION OR PARTNERSHIP INFORMATION
NOTICE OF AWARD
SIDEWALK IMPROVEMENT PROJECT
CITY REHABILITATION PROJECT NO. 2024-### -87-
CONTRACT AGREEMENT DOCUMENTS
CALTRANS EXHIBIT 12-G
(REQIRED FEDERAL AID CONTRACT LANGUAGE)
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036)
SEE LINK BELOW FOR ORIGINAL FORM:
https://dot.ca.gov/-/media/dot-
media/programs/localassistance/documents/lapm/c12/12g.pdf
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -88-
CALTRANS EXHIBIT 12-G
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS:
The City Council of the City of Calexico, California has awarded to hereinafter designated as the Principal, the
contract for the acquisition, construction and completion of a public improvement more particularly described in said contract, and;
WHEREAS, said Principal is required under the terms of the contract to furnish a bond for the faithful performance of said contract;
NOW, THEREFORE, we the Principal and _ _ the surety
company authorized to do a surety business in the State of California as surety, are held and firmly bound unto the City of Calexico hereinafter called the City in the penal sum of lawful money of the United States, for the
payment of which sum well and truly to be made, we bind ourselves, our heirs, executors and administrators and successors, jointly and severely, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounded Principal, its 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 said contract and any alterations made as therein provided, on its or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless, said City, its officers and agents as therein stipulated, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
IN WITNESS WHEREOF, the said Principal has caused this bond to be executed by its signature attached hereto, and the surety has caused this contract to be executed on this behalf by its duly authorized Attorney in Fact on this _ day of - 2024.
PRINCIPAL
SURETY
BY
ATTORNEY IN FACT
- END OF FAITHFUL PERFORMANCE BOND -
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -89-
FAITHFUL PERFORMANCE BOND
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, THAT WHEREAS:
The City Council of the City of Calexico, California has awarded to hereinafter designated as the Principal, the
contract for the acquisition, construction and completion of a public improvement more particularly described in said contract, and;
WHEREAS, said Principal is required to furnish a bond in connection with said contract providing that if said Principal, or any of its or its subcontractors shall fail to pay for any materials, provisions, provender or other supplies, or equipment 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, the surety of this bond will pay the same to the extent hereinafter set forth;
NOW, THEREFORE, we the Principal and
Surety Company authorized to do
business in the State of California, as surety, are held and firmly bound unto the City of Calexico, hereinafter called the City in a penal sum of
_Dollars ($ • ) lawful money of the United
States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors and administrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, its or its heirs, executors, administrators, successors and assigns shall fail to pay for any materials, provisions, provender or other supplies, or equipment used in, on, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, as required by the provisions of the laws of the State of California, to secure the payment of claims of persons employed by Contractors upon public works, and the claim of persons who furnish material and supplies therefore, then such surety will pay the same in or to an amount not exceeding the amount herein above set forth, and also will pay in case suit is brought upon this bond, a reasonable attorney fee as fixed by court.
IN WITNESS WHEREOF, the Principal has caused this bond to be executed by its signature affixed thereto and the Surety has caused this contract to be executed by its duly authorized Attorney in Fact, on this day of → 2024.
PRINCIPAL
SURETY
BY
ATTORNEY IN FACT
- END OF LABOR AND MATERIAL BOND -
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -90-
LABOR AND MATERIAL BOND
WARRANTY BOND
WHEREAS the City of Calexico has executed an agreement with (hereinafter "Contractor"), requiring Contractor to perform certain work consisting of but not limited to, furnishing all labor, materials, tools, equipment, services, and incidentals for the construction of public improvements (hereinafter "Work"); WHEREAS, the Work to be performed by Contractor is more particularly set forth in that certain Public Works Agreement (Contract No. _ _ dated _ (hereinafter the "Agreement"); and
WHEREAS, said Contractor is required under the terms of said Agreement to furnish a bond for the warranty of said improvements.
NOW, THEREFORE, we, the Contractor, and as
surety, are held and firmly bound unto the City of Calexico in the penal sumof _Dollars ($ _ lawful money of the
United States, said sum being not less than 10% of the total amount payable by Contractor under the terms of the Agreement, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above bound Contractor, its 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 provisions in said agreement and any alteration thereof made as therein provided, on its or their part, to be kept and performed thereof made as therein provided, on its or its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless City, its officers, agents, and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees including reasonable attorneys' fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
The surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the agreement or to the work or to the specifications.
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WARRANTY BOND
IN WITNESS WHEREOF, we have hereto set our hands and seals this day on _2024
Contractor:_
By:_
-
Name
Surety:_.
By:
Attorney-in-Fact
- END OF WARRANTY BOND -
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WARRANTY BOND
WORKMEN'S COMPENSATION INSURANCE CERTIFICATE
The Contractor shall execute the following form as required by the California Labor Code, Sections 1860 and 1861:
I am aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workmen's Compensation or to undertake self-insurance in accordance with the provisions before commencing the performance of the work of this contract.
Date Contractor's Name
Contractor's Signature
Title
ATTEST:
By
Signature
Title
•
- END OF WORKMEN'S COMPENSATION INSURANCE CERTIFICATE -
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FEDERAL-AID PROJECT NO. CML-5168(036) -93-
WORKMEN'S COMPENSATION INSURANCE CERTIFICATE
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder
proposed subcontractor _ hereby
certifies that it has , has not , participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114, or 11246, and that, where required, it has filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements.
Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.)
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S.
Department of Labor.
Date:
Contractor's Name
Contractor's Signature
Title
- END OF EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION -
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FEDERAL-AID PROJECT NO. CML-5168(036) -94-
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
DEBARMENT AND SUSPENSION CERTIFICATION
TITLE 49, CODE OF FEDERAL REGULATIONS, PART 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, and manager:
Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;
Has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years;
Does not have a proposed debarment pending; and
Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
Notes: Providing false information may result in criminal prosecution or administrative sanctions. The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification.
Date:
Contractor's Name
Contractor's Signature
Title
- END OF DEBARMENT AND SUSPENSION CERTIFICATION -
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DEBARMENT AND SUSPENSION CERTIFICATION
DRUG/ALCOHOL TESTING REQUIREMENTS
The Contractor shall execute the following form as required by the Federal Drug and Alcohol, Section 49 CFR Part 382.
I agree to comply with the provisions of Federal Omnibus Transportation Employee Testing Act of 1991, and that I will administer a program of alcohol and drug testing of all commercial vehicle operators, as required by Federal Regulations.
Contractor certifies compliance with the City of Calexico's Drug and Alcohol Free Workplace Policy as a condition of the State Drug-Free Workplace Act of 1990 (Government Code Section 8350 et seg.) and the Federal Drug Free Workplace Act of 1988 (41 U.S.C.A. Section 701 et seg.) In addition, Contractor agrees to submit a copy of its own drug free workplace policy.
Dated
Contractor's Name
Contractor's Signature
Title
- END OF DRUG/ALCOHOL TESTING REQUIREMENTS -
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DRUG/ALCHOHOL TESTING REQUIREMENTS
CORPORATE CERTIFICATION OR PARTNERSHIP INFORMATION
Name of Corporation or Partnership
State of
Incorporation
List names and addresses of each partner, or titles, names and business addresses of President, Secretary and Treasurer.
-
Date
Contractor
Signature Title
ATTEST:
Signature by
Title
- END OF CORPORATE CERTIFICATION -
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -97-
CORPORATE CERTIFICATION OR PARTNERSHIP INFORMATION
NOTICE OF AWARD
TO: (CONTRACTOR)
FOR CONSTRUCTION OF:
Your Bidder's Proposal dated_ is
accepted for the total contract price of
$.
You are required by the "INSTRUCTIONS TO BIDDERS" to execute the documents specified within ten (10) days from the date of mailing this Notice. Please sign one copy of the Notice of Award upon receipt and return.
RECEIVED:
CONTRACTOR THE CITY OF CALEXICO
By:_ By:_
-
(Title) (Title).
(Date) (Date)
- END OF NOTICE TO AWARD -
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PREVAILING WAGES SCHEDULES
CITY OF CALEXICO
SPECIFICATIONS
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036)
PART 1 - GENERAL PROVISIONS
(AMENDMENTS TO THE SSPWC/GREENBOOK)
PART 2 - TECHNICAL SPECIFICATIONS
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -100-
SPECIFICATIONS
PART 1 - GENERAL PROVISIONS
All WORK embraced herein shall be performed in accordance with the Standard Specifications for Public Works (SSPWC or "Greenbook"), latest edition, including all supplements, as written and promulgated by Public Works Standards, Inc. Copies of the GREENBOOK are available from the publisher:
Building News, Incorporated
990 Park Center Dr., Ste. E
Vista, CA 92081
Tel: (760) 734-1113
www.bnibooks.com
The following General Provisions supplement and amend the SSPWC. In case of conflict between the Standard Specifications (Greenbook 2021 Edition) or the City Standard Plans, these Special Provisions shall take precedence over, and be used in lieu of such conflicting portions.
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SPECIFICATIONS
SECTION 1 - GENERAL
1-6 BIDDING AND SUBMISSION OF THE BID.
1-6.1 General.
Add the following Subsections:
1-6.1.1 Instruction to Bidders
(a) Site Examination: The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, the general and local conditions, such as, but not limited to, all other matters which could in any way impact the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating the difficulties, responsibilities, or costs of successfully performing the Contract Work according to the Contract Documents. (b) Flow and Acceptance of Water: Storm, surface, nuisance or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that he has investigated the risk arising from such waters, has prepared the Bid response accordingly, and assumes any and all risks and liabilities from such flows of water.
SECTION 2 - SCOPE OF WORK
2-1 WORK TO BE DONE.
Insert at the end of the first (1st) paragraph:
In accordance with the contract, and leaving the construction site in a neat, clean, and orderly condition upon completion of the Work.
The estimated quantities of work and materials to be performed, constructed or furnished by the Contractor under this Contract are as shown on the Schedule of Prices in the Bid Proposal. The costs for items not specifically listed on the Schedule of Prices, but necessary to complete the Work are considered to be included in the unit cost of items listed in the Schedule of Prices.
Any plan or method suggested to the Contractor by the City Engineer or inspector but not specified or required, if adopted or followed in whole or in part, shall be used at the risk and responsibility of the Contractor; and the City and the City Engineer will assume no responsibility therefore.
2-2 PERMITS AND LICENSE.
Modify as follows:
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SPECIFICATIONS
2-2.1 Business License. Contractor to obtain a City Business License as a conditional precedent to being engaged as a contractor or subcontractor within the City. 2-2.2 Waiver of Fees. The City shall waive fees for City-issued permits, to the Contractor for use in obtaining the required City permits with the Notice of Award documents.
Fees required and paid for the Project by other agencies will be reimbursable by the City for the exact amount (no markup) shown on the receipt.
2-2.3 Right-of-Way Permits. The Contractor shall be required to obtain a no fee Right-of-Way Encroachment prior to starting work. The Contractor shall comply with all provisions of all permits.
2-2.4 Construction Water Meter. The Contractor may obtain a City construction water meter which is required for any water taken from City hydrants or other facilities for water used for construction purposes. A refundable deposit is required for the meter. The Contractor shall furnish all water necessary for completion of the work. If City water is not available, it is the Contractor's responsibility to obtain water from other agencies and comply with their requirements. No additional compensation will be provided. 2-3 RIGHT-OF-WAY
Insert after first (1St) Paragraph:
Except as may specifically be provided to the contrary, nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street or way during performance of the contract work, and he shall so conduct his operations as not to interfere unnecessarily with the authorized work of utility companies or other agencies in such streets and ways. 2-4 COOPERATION AND COLLATERAL WORK.
Insert at end of first (15t) Paragraph:
Should construction be under way or subsequently begun by other forces or by other contractors within or adjacent to the limits of the Work, or in the vicinity of the Work to be done under this contract, the Contractor shall so conduct the Contractor's operations as to interfere to the least possible extent with the Work of such other forces or contractors. If the performance of this contract is likely to be interfered with by the simultaneous performance of some other forces or contractors, the Engineer shall decide which contractor shall continue or if the Work be proceed concurrently.
Add as last Paragraph:
Any difference or conflicts that may arise between the Contractor and subcontractors or contractors of adjacent projects because of delays or hindrance to each other, shall be adjusted
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SPECIFICATIONS
and determined by the Engineer. If the Work of the Contractor is delayed because of any acts or omissions of any other contractor or force, the Contractor shall on that account have no claim for additional compensation or extra cost against the City. 2-5.2.1 Sanitation
Add the following Subsection:
The necessary sanitary conveniences for the use of the employees engaged in the project, properly obscured from public observance, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Engineer and their use shall be strictly enforced. The accommodations shall be maintained in a neat and sanitary condition and regularly pumped out.
2-5.5 Temporary Facilities and Services.
Add the following Subsection:
The Contractor shall be responsible for providing and maintaining temporary fences, safety barricades, watchman, etc., at the Contractor's expense. 2-8 EXTRA WORK
Add the following at the end of the first paragraph:
Extra Work is also defined as additional work required by changes in the details of work described in the Specifications.
Any extra work performed by the Contractor without an approved Contract Change Order from the City Engineer shall be at the Contractor's risk
SECTION 3 - CONTROL OF THE WORK
3-5 INSPECTION
Delete the first (1st) and second (2nd) sentences and replace with the following:
The Work is subject to inspection and approval by the Engineer or the Public Works Inspector.
The Contractor shall notify the Inspector at least 48 hours in advance of when inspection is required, exclusive of weekends and holidays. The appointed Public Works Inspector and contact number will be provided on the second (2n") page of the permit when issued.
Insert at end of Paragraph:
Defective work shall be made good, and unsuitable materials may be rejected notwithstanding the fact that such defective work and unsuitable materials may have been previously overlooked by the Engineer and accepted.
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SPECIFICATIONS
3-5.2 Final Inspection.
The Engineer will not make the Final Inspection until all Contract Work has been provided per the Contract Documents and the punch-list has been completed and corrections verified.
Following the final clean up and when the Contractor believes the Work has been completed the Contractor shall notify the Engineer to perform the Final Inspection. The Contractor may be present at the final inspection. The Contractor will be notified in writing of any outstanding defects or deficiencies to be remedied. When notified that corrective work is completed, the Engineer will again inspect the Work and when the Engineer is satisfied all Contract Work has been provided and completed in accordance with the plans and specifications, the Engineer will recommend to the Council that the Work be formally accepted. 3-6 THE CONTRACTOR'S REPRESENTATIVE.
Add the following after the first (15t) Paragraph:
The superintendent and any representatives, within reason, shall be satisfactory to the Engineer.
All directions of the Engineer shall be given in writing and shall be received and obeyed by the superintendent in charge of the particular work, reference to which orders are given; and all such directions given to the superintendent shall be as binding as if given to the Contractor in person. 3-6.1 Emergency Information
Insert the following subsection:
The names, addresses, and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer and the County Sheriff's Department prior to beginning work.
3-7 CONTRACT DOCUMENTS
3-7.1 General
Replace the first sentence with the following:
The Contractor shall keep one copy of all drawings and specifications for the Work on the work site in good order, accessible to the Engineer and the Engineer's representatives at all times.
Insert as first (1st) sentence of the second (2nd) paragraph:
It is the intent of these specifications and any related contract drawings that work performed under the contract shall result in a complete and fully operating system in satisfactory working condition with respect to the functional purpose of the installations.
Substitute the last paragraph with the following:
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SPECIFICATIONS
If the Contractor, either commencing work or in the course of the Work, finds any discrepancy between the Specifications and the Plans, or between either and the physical conditions at the site of the Work, or finds any error or omission in any of the plans, or in any survey, he shall promptly notify the Engineer in writing of any such discrepancy, error, or omission. If the Contractor observes that any plans or specifications are at variance with any applicable law, ordinance, regulation, order or decree, he shall promptly notify the Engineer in writing of such conflict.
The Engineer upon receipt of any such notice shall promptly investigate the circumstances and give appropriate instructions to the Contractor. Until such instructions are given, any work done by the Contractor, either directly or indirectly, after the discovery of such error, discrepancy, or conflict, shall be at the Contractor's own risk, and he shall bear all costs arising therefrom.
Should it appear that the Work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained on the Contract Documents, or in the event of any doubt or question arising respecting the true meaning of the Specifications, the Contractor shall consult the Project Manager for such further explanation as may be necessary and the Project Manager's decision shall be final and binding.
3-7.2 Precedence of the Contract Documents.
This section is replaced in its entirety with the following:
If there is a conflict between Contract Documents, the highest in precedence shall control. The order of precedence shall be as follows:
a) Permits from other agencies as may be required by law. b) Change Orders and Supplemental Agreements; whichever occurs last. c) Contract/Agreement between City and Contractor
d) Addenda
e) Notice Inviting Bids
t) Bid Schedule
Project Special Provisions and Technical Specifications h) Project Plans, detailed plans shall have precedence over general plans i) City Standard Specifications and Plans
j) Reference Specifications and Plans (including but not limited to Standard Specifications for Public Works Construction (Greenbook 2021 Edition) and the Standard Plans for Public Works Construction (2012 Edition). Caltrans Standard Plans and Specifications latest revision. WATCH manual, latest revision.
In case of conflict between the Standard Specifications and these Special Provisions, the Special Provisions shall take precedence over, and be used in lieu of such conflicting portions of the Standard Specifications (with the exception of the Caltrans Standard Plans and Specifications for Traffic Signal requirements, these shall take precedence over the Special Provisions and the Standard Specification, City Standard Specifications and Plans).
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SPECIFICATIONS
3-8 SUBMITTALS.
3-8.1 General.
The following is added in its entirety after the first paragraph:
Promptly after the Notice to Proceed has been received by the Contractor, the Contractor shall provide to the Project Manager a complete list of names and addresses of all suppliers of materials to be used for the Contract.
The Contractor shall submit all submittals required for the Work to the Engineer for review prior to or at the preconstruction meeting which will be held following the Notice of Award and prior to the Notice to Proceed.
The Contractor is ultimately responsible for the accuracy and completeness of the information contained in the submittals. All Contractor submittals shall be reviewed by an authorized representative of the Contractor, prior to submission to the Engineer for review. The Contractor shall review the submittal for correct and strict conformance with the Specifications and Contract Drawings. No consideration for review by the Engineer of any Contractor submittals will be made for any items which have not been certified by the Contractor. All non-certified submittals will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor.
The Engineer's review of the Contractor's submittals shall not relieve the Contractor of the entire responsibility for the correctness of details and dimensions. The Contractor shall assume all responsibility and risk for any misfits due to errors in the Contractor submitted submittals. Any fabrication or other Work performed in advance of the receipt of Approved submittals shall be entirely at the Contractor's risk and expense. The Contractor shall be responsible for the dimensions and the design of adequate connections and details.
Revisions indicated on submittals shall be considered as changes necessary to meet the requirements of the contract drawings and specifications and shall not be taken as the basis of claims for Extra Work.
3-8.1.1 Submittal Transmittal. Accompany each submittal with a Submittal Transmittal Cover Sheet (one cover sheet per submittal category) form. The submittal category may contain one single product, or more than one product. Submittal cover sheets shall contain the following information:
1. Contractor's name, address, telephone number, the name of the Subcontractor or supplier who prepared the submittal.
2. The Project Name and Project Number.
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SPECIFICATIONS
3. Description of the submittal with reference to the Contract requirement or specification section and paragraph number being addressed.
4. The General Contractor certification stamp shall be affixed to all submittals and shall contain the information as follows:
"SAMPLE SUBMITTAL STAMP"
GENERAL CONSTRUCTION CO. - SUBMITTAL REVIEW
THIS SUBMITTAL HAS BEEN REVIEWED BY THE CONTRACTOR
FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND
COORDINATION OF THE WORK.
PROJECT NUMBER: XX - XXX
PROJECT NAME: XXXXXX XXXXXX XXXXX
BY: JOE CONTRACTOR, PROJECT ENGINEER
SIGNATURE: _DATE: XX/XX/XXXX
SUBMITTAL NO: XX.YY.NNN-N.N.N
COMMENTS:
5. All submittals (with the exception of the Traffic Control Plan, Schedule and SWPPP Plan) shall be presented for review at the preconstruction meeting.
6. Submittals shall be assigned a sequential number and numbered in the following format:
XX.YY.NNN-N.N.N
XX = the sequential submittal number
YY = the sequential number of the submittal (01 for the first submittal review, 02 for the second submittal review, etc
NNN-N.N.N = Identifies the specification section number for the required submittal
7. All pages are to be numbered in the following format: Page xx of zz. 3-8.1.2 Electronic Submittals. Electronic submittals are preferred, shall be in PDF form with the required transmittal included. The Contractor shall provide four (4) hard copies to the Engineer at the Preconstruction Meeting, and submit electronically.
Following the Engineer's review and approval: one (1) copy will be retained by the City and three (3) copies will be returned to the General Contractor; one (1) copy shall remain at the active construction site for use by the Engineer or the Inspector, one (1) shall become a record copy for the Contractor and one (1) shall be supplied to the subcontractor or material supplier or material manufacturer.
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SPECIFICATIONS
3-8.1.3 Hard Copy Submittals. Submittals submitted as hard copies, provide four (4) hard copies for review:
Following the Engineer's review and approval: one (1) copy will be retained by the City and three (3) copies will be returned to the General Contractor; one (1) copy shall remain at the active construction site for use by the Engineer or the Inspector, one (1) shall become a record copy for the Contractor and one (1) shall be supplied to the subcontractor or material supplier or material manufacturer.
3-8.1.4 Submittal Samples.
a) Unless otherwise specified, whenever the specifications call for actual material samples to be submitted, the Contractor shall submit not less than 3 samples of each item or material to the Engineer for approval at no additional cost to the City. b) Samples shall be submitted for approval with the submittal package at the Preconstruction Meeting. The Samples shall be submitted with enough time allotted for review so that the Work dependent on the materials or equipment can be assembled and reviewed without causing delays in the Work.
c) All samples shall be individually and indelibly labeled or tagged, indicating all specified physical characteristics and manufacturer's names for identification and submittal to the Engineer for approval. Upon receiving the approval of the Engineer the Contractor will receive two (2) samples, one (1) for the jobsite which will remain at the site until the completion of the work; and (1) for the Contractor's office use. d) Colored concrete samples shall be 3" × 3" square and approximately 1" thick. 3-8.1.5 Review Comments and Contractor Resubmittal Requirements. a) No Exceptions Taken: formal revision and resubmission of said submittal will not be required.
b) Make Corrections Noted: formal revision and resubmission of said submittal will not be required.
c) Submit Specified Item: the Contractor shall revise said submittal with the specified item and submit to Engineer for review.
d) Revise and Resubmit: the Contractor shall revise said submittal and submit to Engineer for review.
e) Information Only:
f) Rejected: the Contractor shall revise said submittal and submit to Engineer for review.
The following is added after the last paragraph:
All material submittals and construction schedule submittals shall be submitted and approved by the Engineer prior to the commencement of the Work, unless otherwise approved by the City.
Refer to Section 6-1, "Construction Schedule and Commencement of the Work," for specific
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requirements relating to the construction schedule. No work shall begin until the construction schedule has been approved by the Project Manager.
No work shall begin on the respective items of work that require a submittal until the submittals for those items of work have been approved in writing by the City. 3-8.7 Record Drawing (As-Builts)
Add the following subsection:
The Contractor shall maintain, on the job site, a set of full-size reproducible contract drawings.
On these he shall mark in red all as-built conditions, locations, configurations, and other details, which may vary from the details represented on the original drawings. This master record of as built conditions, including all revisions made necessary by addenda, change orders, and the like, shall be maintained and are up to-date during the progression of work.
Upon completion of the Work and prior to final acceptance, the complete set of redline drawings, marked up to show as-built conditions, shall be delivered to the City. These drawings shall be known as "Record Drawings." If the complete set of redline drawings is not organized or legible, the Contractor shall transfer the redline drawings onto a clean set of drawings to allow the Engineer to record the as-built changes for the City in electronic (CAD) format.
Full compensation for conforming to the requirements of Section 3-8.4.1 shall be considered as included in the various items of work involved and no additional compensation shall be allowed therefore
3-12 WORK SITE MAINTENANCE.
3-12.1 General.
Substitute the second, third and fourth paragraphs with the following:
3-12.1.1 Cleanup and Dust Control
Contractor and all subcontractors are required to clean up the project site on a daily basis. This cleanup shall include, but not be limited to, street sweeping by a mechanical sweeper and/or by hand (depending on the size of the daily job or cleanup), removal of all construction material that is no longer needed on the job site, daily removal of all construction rubbish or /trash away from the job site and proper storage of all construction equipment including traffic control devices that are not in use. Failure to comply with these daily cleanup requirements may result in the City performing the cleanup work and deducting the cost from the Contractor's payments).
Upon completion and before making application for Acceptance of the Work, the Contractor shall clean all Project areas occupied during construction of the Work and the Project site. The Contractor shall remove all rubbish, excess construction materials, temporary structures, and equipment. All parts of the Work area shall be left in a neat and presentable condition.
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SPECIFICATIONS
The Contractor shall remove and dispose of all structures, debris, or other obstructions to the construction of the Work as specified. Where such obstructions consist of improvements not required by law to be removed by the owner thereof, all such improvements shall be removed, maintained, and permanently replaced by the Contractor at the Contractor's expense as required for performance of the Work.
3-12.4.2 Storage in Public Streets.
Delete Section and Insert:
Stockpiling and/or storage of materials or equipment on any public right-of-way or parking areas will not be allowed without specific permission of the Engineer. Materials spilled along or on said right-of-way or parking area shall be removed completely and promptly. All stockpile and/or storage areas shall be kept in a safe, neat, clean and orderly fashion, and shall be restored to equal or better than original condition upon completion of the Work, or as directed by the Engineer.
No material or equipment shall be stored where it will interfere with the safe passage of public traffic, at the end of each day's work, and at any other time when construction operations are suspended for any reason, the Contractor shall remove all equipment and other obstructions from that portion of the roadway open for use by the public traffic. 3-13 COMPLETION, ACCEPTANCE, AND WARRANTY.
3-13.1 Completion.
Replace the last sentence in the paragraph with the following:
This will be the date when the Contractor is relieved from responsibility to protect and maintain the Work and to which liquidated damages will be computed, unless specified otherwise by a:
Maintenance Agreement, Development Agreement, Subdivision Agreement, Public Improvement Agreement, Project Conditions of Approval or any other document specifying such. 3-13.2 Acceptance.
Add the following to the end of the Section:
For the purpose of this article, "formal acceptance of the Work by the Council" shall mean the acceptance of the Work by the City, but not for the purpose of extinguishing any covenant or agreement on the part of the Contractor to be performed or fulfilled under this contract which has not, in fact, been performed or fulfilled at the time of such acceptance all of which covenants and agreements shall continue to be binding on the Contractor until they have been fulfilled. 3-13.3 Warranty
Replace the second (2nd) sentence of first (1st) paragraph with:
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SPECIFICATIONS
The Contractor shall warrant and guarantee the entire Project for a period of one year commencing on the date of formal acceptance of the Work by the Council.
Insert at the end of the second (2nd) paragraph:
Deliver to the Engineer by the Contractor prior to final acceptance of the Work.
Replace last paragraph with:
The Contractor shall, upon the receipt of written notice from the City, promptly make all repairs arising out of defective materials, workmanship or equipment, including repair of settled backfill and resurfacing, and bear the cost of such repairs. If the Contractor does not make the repairs after 10 days of the notice, the City is hereby authorized to make such repairs and the Contractor and Surety shall bear the cost.
In the case of an emergency where, in the opinion of the City, the delay could cause serious loss or damage, repairs may be made without written notice being sent to the Contractor or Surety, and all expense in connection therewith shall be charged to the Contractor and Surety.
The foregoing obligations shall be secured by Warranty Bond, per Section 1-7.2 - CONTRACT BONDS, in a form approved by the City Engineer in an amount not less than ten percent (10%) of the contract price, or $2,000.00, whichever is greater, and shall be delivered to the City Engineer prior to issuance of Notice to Proceed for Construction.
This article does not, in any way, limit the guarantee on items for which a longer guarantee is specified or on any items for which a manufacturer gives a guarantee for a longer period, nor does it limit other remedies of the City in respect to latent defect, fraud, or implied warranties.
Contractor's bonds shall remain in force during the warranty period. Payment for fulfilling the requirements of this section shall be considered as included in the prices for various Contract items of work and no additional compensation shall be allowed therefore.
SECTION 4 - CONTROL OF MATERIALS
4-2 PROTECTION.
Insert at end of first (1st) paragraph:
No materials shall be stored in the public right-of-way.
Insert the following after the first (1st) Paragraph:
All packaged, manufactured products or materials for use in the Project shall be delivered to the site in their original unopened containers, bearing the Manufacturer's name and the brand name
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SPECIFICATIONS
of the product. Whenever any product or material is selected to be used in the Project, all such items shall be of the same manufacturer, brand and type throughout the Project. 4-2.1 Contractor's Responsibility.
Add the following Subsection:
The Contractor shall have the charge and care of the Project Limits until the formal acceptance of the Project by City Council and will be at risk for loss or damage to any part of the Work by the action of the elements or from non-execution of the Work. The Contractor shall rebuild, repair, restore any and all damages to completed Work and areas within the Project Limits after the commencement and before the final acceptance of the Work at their expense, with the exception of damages as are occasioned by acts of the Federal Government or the public enemy. In the case of the Suspension of Work, per Section 6-6, the Contractor shall be responsible for all materials stored on site, if necessary, shall erect or provide a temporary protective structure. 4-4 TESTING.
Insert the following before the first paragraph:
All materials proposed for use may be tested at any time during their preparation and use. If, after trial, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approve sources. After approval, any material which becomes unfit for use due to improper storage, handling, or any other reason, shall be rejected.
Delete the following and Insert:
Delete: "Unless otherwise specified in the Special Provisions, all initial testing and a reasonable amount of retesting will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be specified in the Special Provisions."
4-4.1 DEFECTIVE MATERIALS.
Add the following Subsection:
All materials not conforming to the requirements of these Specifications shall be considered as defective and all such materials, whether in place or not, shall be rejected and shall be removed immediately from the site of the work unless otherwise permitted by the Engineer. No rejected materials, the defects of which have been subsequently corrected, shall be used until approval in writing has been given by the Engineer. Upon failure of the Contractor to comply with any order of the Engineer made under the provisions of this article, the Engineer shall have the authority to remove and replace defective material and to deduct the cost of removal and replacement from any monies due or to become due the Contractor.
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SPECIFICATIONS
SECTION 5 - LEGAL RELATIONS AND RESPONSIBILITIES
5-4 INSURANCE.
5-4.1 General.
Add as first (1st) Paragraph:
The Contractor or any Subcontractors for this Project shall not commence work under the Contract until the City has received and approved the required certificates for the policies listed in 5-4 INSURANCE.
Add after first (1st) sentence of first (1st) Paragraph of 2021 Greenbook:
The City and any public entity or special district for which the City Council is the Governing Body, and their agents, officers and employees, shall not be responsible for any liability arising under this Contract.
5-4.1.1 Term of Coverage.
Add the following Subsection:
The Contractor shall obtain and maintain for the life of the Contract, General Liability Insurance (Section 5-4.2). The Contractor shall have the charge and care of the Project Limits until the formal acceptance of the Project by City Council and shall bear the liability of accident, loss or damage to any part of the Work.
5-4.1.2 Endorsements.
Add the following Subsection:
a) The City and any public entity or special district for which the City Council is the Governing Body, and their agents, officers and employees, shall be additional Insured(s) while acting within the scope of their duties against all claims arising out of or in connection with the work to be performed.
It is hereby understood and agreed that the Policy to which this certificate refers may not be canceled, materially changed, reduction to the amount of coverage or allow the policy to lapse until 30 days after receipt of registered notice (per Section 5-2 SPECIAL NOTICES) by the City Clerk.
5-4.2 General Liability Insurance.
Add the following paragraph after table:
Personal Injury shall also include Bodily Injury. The following "Limits of Liability" shall be a included in the policy, not less than one million dollars ($1,000,000.00) for all damages arising out of bodily injury or death of one (1) individual and not less than two million dollars
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SPECIFICATIONS
($2,000,000.00) for all damages arising out of bodily injuries to or death of more than one person in any one event.
5-4.4 Auto Liability Insurance.
Replace first (1st) sentence with:
The Contractor shall provide a certificate of insurance to the Agency showing coverage against liability for damages for bodily injury including death resulting from a single incident in the amount of not less than one million dollars ($1,000,000.00) for one individual, and two million dollars ($2,000,000.00) for more than one individual.
Coverage for auto related property damages shall be in the sum of one million dollars ($1,000,000.00) resulting from any one accident which may arise from the operations of the Contractor performing Work under this Contract.
5-7 SAFETY.
5-7.1 General.
Insert the follow after last paragraph:
Unusual conditions may arise on the work which will require that immediate and unusual provisions be made to protect the public from danger or loss or damage to life and property, due directly or indirectly to the prosecution of the Work, and it is part of the service required of the Contractor to make such provisions and to furnish such protection.
The Contractor shall use such foresight and shall take such steps and precautions as the Contractor's operations make necessary to protect the public from danger or damage, or loss of life or property, which would result from the interruption or contamination of public water supply, irrigation, or other public service or from the failure of partly completed work.
Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the safety of the public or the protection of utilities or of adjacent structures or property which may be injured by process of construction on account of such neglect; and whenever, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect public or private personnel or property interests, or prevent likely loss of human life or damage on account of the operations under the contract, then and in that event the City may provide suitable protection to said interest by causing such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary.
The cost and expense of said labor and material together with the cost and expense of such repairs as may be deemed necessary shall be borne by the Contractor, and if the Contractor shall not pay said cost and expense upon presentation of bills therefore, duly certified by the Engineer,
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then said cost and expense will be paid by the City and shall thereafter be deducted from any amounts due, or which may become due said Contractor. Failure of the City, however, to take such precautionary measure shall not relieve the Contractor of the full responsibility for public safety. The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City.
The Contractor shall submit a lump sum bid price as per the bidding schedule in Section C for removing and installing, as appropriate, all traffic signing and striping as shown on the plans and as specified in these Special Provisions.
SECTION 6 - PROSECUTION AND PROGRESS OF WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK. 6-1.1 Construction Schedule.
Insert after first (1st) sentence:
The Contractor shall review the plans and specifications and submit a written work schedule to the City for approval at least 15 calendar days prior to starting work. The schedule shall designate the order that the work will progress, no work shall be started until the schedule is approved by the Engineer. The Contractor shall not commence construction on any section of the work until such time that all materials will be available when needed. The Contractor shall submit an updated construction schedule at each progress meeting and upon the issuance of any change order that alters the contract's schedule.
Insert after first (1st) paragraph:
The project schedule shall include the dates the Contractor anticipates performing exploratory excavations and providing the pothole information to the Engineer. Grade and/or alignment changes shall be made only if approved by the Engineer. 6-1.2 Commencement of the Work
Substitute the paragraph in its entirety with the following:
6-1.2.1 Notice to Proceed for Procurement. Upon receiving the written Notice to Proceed for Procurement, the Contractor shall order all equipment required for the project, and within fifteen (15) calendar days following the date of issuance of the Notice to Proceed for Procurement, the contractor shall submit evidence of material ordered, including the estimated delivery date.
6-1.2.2 Notice to Proceed for Construction. The Contract Time shall commence on the date of issuance of the City's written Notice to Proceed for Construction, the Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed for Construction. The
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SPECIFICATIONS
Contractor shall diligently prosecute all work to completion within sixty (60) working days. As stipulated in Section 6-9 - Liquidated Damages, failure to complete all work within sixty (60) working days will result in assessment of Project Completion Liquidated Damages in the amount specified.
Traffic control plans shall be submitted for review and approved by the City prior to commencement of work..
6-1.2.3 Contractor's Daily Reports. The Contractor shall complete a daily report indicating manpower, major equipment, subcontractors, etc. involved in the performance of the Work. The daily report shall be completed on forms prepared by the Contractor and approved by the Engineer, and shall be submitted to the Engineer at the conclusion of each Work day. 6-2 PROSECUTION OF THE WORK.
Insert the following after the second paragraph:
All loss or damage arising out of the nature of the Work to be done under the Contract, or from any unforeseen obstruction or difficulties which may be encountered during the progress of the Work and in the prosecution of the same, or from the action of the elements, or from encumbrances on the line of the Work, shall be sustained by the Contractor.
All work, which is defective in its construction or deficient in any of the requirements of the Specifications, shall be remedied or removed and replaced by the Contractor in an acceptable manner at the Contractor's own expense. Upon failure on the part of the Contractor to comply forthwith with any order from the Engineer, made under the provisions of this article, the Engineer and City may cause the defective work to be remedied or removed and replaced at the expense of the Contractor.
6-2.1 Noncompliance with Plans and Specification.
Add the following Subsection:
Failure of the Contractor to comply with any requirements of the Plans and Specifications and the immediate remedy of any such noncompliance following notice from the Engineer; may result in suspension of contract payments on all items of work. Any progress payments so suspended shall remain in suspension until the Contractor's operations are brought into compliance to the satisfaction of the Engineer. Upon determination of the Engineer that the Contractor is no longer in noncompliance, the progress payments will resume. No additional compensation shall be due to the Contractor as a result of the suspension of the progress payments due to noncompliance.
6.3 TIME OF COMPLETION.
6.3.1 General.
Substitute the following for the first sentence:
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SPECIFICATIONS
The Contractor shall complete the Work within sixty (60) working days from the date of the Notice to Proceed - Construction is issued.
6-3.1.1 Work Days.
Add the following Subsection:
No work shall be done between the hours of 4:00 P.M. and 7:00 A.M., nor on Saturdays, Sundays, or legal holidays without the permission of the Engineer and in the presence of the Engineer's inspector, except in case of any emergency. In all cases, the Contractor shall reimburse the Engineer for any expenses incurred as a result of work performed by the Contractor outside of regular working hours. This includes, but is not limited to, payment of Engineer's inspector at the appropriate overtime wage rate.
If required, night work shall be performed from 9 pm to 5 am. If night work is authorized by the City, inspection will be provided by the City at no cost to the contractor. The Contractor is expected to provide revised traffic control plan with adequate lighting for proper prosecution of the night Work, for the safety of the workers and the public, and for proper inspection at no extra cost to the City.
6-4 DELAYS AND EXTENSION OF TIME.
Add the following Subsection:
6-4.1.1 Avoidable Delays.
Avoidable delays in the prosecution or completion of the Work shall include all delays, which in the opinion of the Engineer would have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor or the Contractor's subcontractors. The following shall be considered avoidable delays within the meaning of the contract: 1) Delay in the prosecution of parts of the Work which may in themselves be unavoidable but do not necessarily prevent or delay the prosecution of other parts of the Work nor the completion of the whole Work within the time herein specified; 2) Reasonable loss of time resulting from the necessity of submitted samples of materials and drawings to the Engineer for approval and from making of tests of materials, measurements and inspections; 3) Reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole Work within the time agreed upon. Unavoidable delays, which may be considered for an extension of time for completion of the Work, shall include, but not be limited to, acts of God, acts of war, or labor strikes.
6-4.2 Extensions of Time.
Insert after first (1st) paragraph:
If unavoidable delays are encountered, or if the City directs the work such that delays in the contract schedule are incurred, the Contractor shall be allowed an extension of time in which to
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SPECIFICATIONS
complete the Work. The Contractor must submit a written request for extension of work with stated reasons for the delay. The extension of work shall be equal to the sum of all unavoidable delays, as determined above or by the City Engineer, plus any adjustment of contract time due to contract change orders. During such extension of time, neither compensation for extra engineering and inspection nor liquidated damages shall be charged to the Contractor.
Applications for an extension of time shall be made in writing before the expiration of the time for completion and not more than 15 days after the beginning of any unavoidable delay. 6-5 USE OF IMPROVEMENT DURING CONSTRUCTION.
Add the following Subsection:
6-5.1 Use of Improvement - Exceptions - The provisions of Subsection 6-5, USE OF IMPROVEMENT DURING CONSTRUCTION, shall not apply to projects for the repair, modification, enlargement or improvement of existing improvements that are to remain in use during construction except where a portion of the Work is completely independent from the rest of the Work can be completed and put into use by the Agency.
Projects on public roads, after satisfactory completion of an isolated section of the Work involving roadway improvements or repairs, when all temporary signs and other temporary Contractor facilities have been removed, the section is not being used as a detour, the section is no longer under the Contractor's control, and the section is opened to public traffic through the end of the Contract period, that section of the Work shall be taken over by the Agency as provided in Subsection 6-5, USE OF IMPROVEMENT DURING CONSTRUCTION. The Contractor shall submit to the Engineer in writing, when the conditions of this paragraph have been complied with and shall specify the limits of the public road section involved. Any use of the Work by the Agency shall be effective only when formal written notification is issued by the Agency. 6-6 SUSPENSION OF THE WORK.
6-6.1 General
Substitute the first paragraph with the following:
The City or the Engineer shall have the authority to suspend the Work, wholly or in part, for such period as the City or the Engineer may deem necessary, due to unsuitable weather or other such conditions as are considered unfavorable for the suitable prosecution of the Work, or for such time as the City or the Engineer deems necessary due to the failure on the part of the Contractor to carry out orders given or to perform any provisions of the Work. The Contractor shall immediately comply with the written order of the City or the Engineer to suspend the Work wholly or in part and shall not resume the Work until ordered to do so in writing by the City or the Engineer. Such suspension shall be without liability to the Contractor on the part of the City except as otherwise specified in 6-4.3.
In the event a suspension of work is ordered because of failure on the part of the Contractor to carry out orders given or to perform any provisions of the Work, such suspension of work shall not relieve the Contractor of the Contractor's responsibility to complete the Work within the
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SPECIFICATIONS
time limit set forth herein and shall not be considered cause for extension of the time for completion and, further, such suspension of work shall not entitle the Contractor to any additional compensation.
6-9 LIQUIDATED DAMAGES.
Substitute both paragraphs with the following:
6-9.1 Project Completion Liquidated Damages.
Time is of the essence for the completion of this project. For each and every day that any portion of the work remains unfinished after the time fixed for completion as noted in Subsection 6-3.1 TIME OF COMPLETION, General or as modified by any extension of time granted pursuant to Subsection 6-4.2 - Extensions of Time, damage will be sustained by the City. Because of the difficulty in computing the actual material loss and disadvantage to the City, it is determined in advance and agreed to by the parties hereto that the Contractor shall pay the City the amount of damages set forth herein as representing a reasonable forecast of the actual damages which the City will suffer by the failure of the Contractor to complete the work within the stipulated time.
The Execution of the Agreement shall constitute acknowledgment of the Contractor and that the Contractor has ascertained and agrees that the City will actually suffer damages in the amount herein fixed for each and every calendar day during which the completion of the work is avoidably delayed beyond the stipulated completion date.
The Contractor shall have no claim or right of action against the City for damages, costs, expenses, loss of profits, due to any type of delay within or without the Contractor's control, and whether or not any delay may have resulted from any action by the City. The fulfillment of the contract shall be within the number of working days as stated in the Contract Documents or as modified by any extension of time.
The Contractor will not be assessed with liquidated damages during the delay in the completion of the work caused by acts of God or of the Public Enemy, acts of the State, fire not due to acts of contractors or subcontractors, floods, epidemics, quarantine, restrictions, strikes, freight that the Contractor shall within ten (10) days from the beginning of such delay notify the City, in writing, of the cause of the delay. The City will ascertain the facts and the extent of the delay, and the findings thereon shall be final and conclusive. Damages for avoidable delays shall be in the amount of $1,000 (One-Thousand Dollars), per calendar day in excess of the time specified for completion of the Work. Such sum may be deducted from payments due the Contractor if such delay occurs.
6-9.2 Interim Milestone Liquidated Damages.
When existing traffic striping and markings are obliterated and subsequent pavement improvements are completed, the Contractor shall cat-track the striping and markings to be installed within two (2) working days. Upon receiving approval of the cat-tracks by the Engineer,
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SPECIFICATIONS
the Contractor shall install the striping and markings, including appurtenant traffic signs as specified in the Plans and Specifications, within two (2) working days. Traffic detector loops, including lead-in cables, as specified in the Plans and Specifications, shall be installed within two (2) working days following the installation of the striping and markings. Interim Milestone Liquidated damages shall be in the amount of $1,000.00 (One-Thousand Dollars) per calendar day, should the cat-track, striping and markings, and the traffic detectors loops are not be completed and approved by the Engineer within the specified time. The sum of Interim Milestone Liquidated Damages shall be deducted from payments due to the Contractor, if such a delay occurs. These liquidated damages shall be in addition to the Project Completion Liquidated Damages as specified in Subsection 6-9.1.
SECTION 7 - MEASUREMENT AND PAYMENT
7-3 PAYMENT.
7-3.1 General.
Insert after first (1St) paragraph:
Payment for all work bid at a price per unit of measurement shall be based upon the actual quantities of work constructed in accordance with the Plans and Specifications and as measured upon completion. The City does not expressly or by implication agree that the actual amount of work or materials of any class will correspond to the estimated quantities given in the bid proposal.
The prices paid for the various items in the bid proposal shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the finished product as provided in these specifications. Compensation in full for items specified as "Lump Sum" in the bid proposal shall include payment for furnishing all labor, materials, tools, equipment, and incidentals necessary for Specifications.
Insert after last paragraph:
Pursuant to Chapter 7 of California Codes for Public Works Contracts, § 7100, the Contractor shall furnish the City with a release of all claims against the City prior to final payment. The forms provided in these Specifications titled Contractor's Affidavit of Release of Liens and Subcontractor's Final Waiver of Lien, shall be completed and returned to the Engineer prior to final acceptance by City.
7.3-2 Partial and Final Payment.
Replace the first sentence of the second paragraph with the following:
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SPECIFICATIONS
The Contractor will submit the monthly progress payment estimate each month. Payments shall be made within forty-five (45) calendar days after review of the monthly progress payment estimate by the Engineer and Inspector.
Substitute the third paragraph with the following:
The City shall retain five percent (5%) of the estimated value of the work done and will pay monthly to the Contractor the balance, after deducting all previous payments and all sums to be kept or retained under the provisions of this Contract. No such progress payment or estimate shall be required to be made when the total number of working days is thirty (30) or less, or when in the judgment of the Engineer the Work is not proceeding in accordance with provisions of the contract, or when the value of the Work amounts to less than Five Hundred Dollars ($500.00).
No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials.
In lieu of the five percent retention deducted from the progress payment, and at the request and expense of the Contractor, securities equivalent to the retention shall be deposited with the public City, any person licensed under the Escrow Law in the Financial Code, or with a state or federally chartered bank in California as the escrow agent, who shall pay such monies to the Contractor upon satisfactory completion of the contract. Securities eligible for investment under this Section shall include those listed in Section 16430 of the government code or bank or savings and loan certificates of deposit. The Contractor shall be the beneficial owner of any securities substituted for monies retained and shall receive any interest thereon.
The Contractor shall notify the Engineer of the completion of the Work and the Engineer shall make an inspection of the Work. The Engineer will not make the final inspection until the Work provided for and contemplated by the Contractor has been completed and the final clean up performed. The Contractor may be present at the final inspection. The Contractor will be notified in writing of any defects or deficiencies to be remedied. When notified that corrective work is completed, the Engineer will again inspect the Work and when the Engineer has satisfied himself/herself that all work has been done in accordance with the plans and specifications, the Engineer will recommend to the Council that the Work be formally accepted. 7-3.5 Contract Unit Prices
7-3.5.1 General
Add the following to the end of the section:
7-3.5.1 (a) Definition of Bid Items
The Unit Prices and Lump Sum amounts to be paid for the Items listed in the Bid Schedule shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary for the completed work, including incidental work not explicitly stated but inherently required to complete the work described in the bid items, in accordance with the Plans and Specifications. Said price and payment of the bid items shall include the Contractor's costs
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associated with bonding, insurance, worker's compensation, overhead, financing, obtaining required permits and permit fees, mobilization, traffic control, public convenience and safety, protective barricading, sanitary facilities, storage of equipment and materials, security against theft and vandalism, project site maintenance, dust and runoff, clean-up and all other items incidental to the work.
Payment for Unit Price work shall be made for the actual quantities of Contract Items removed, constructed, or disposed of in accordance with the plans and these Specifications as specified in Section 7-1.2 Methods of Measurement. Payment for Lump Sum work shall be paid for at the price indicated in the Bid Schedule, in accordance with Section 7-2, "Lump Sum Work." 7-3.5.2 Increases of More Than 25 Percent
Substitute the first paragraph of the section with the following:
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 item by more than twenty five percent (25%), the Contractor shall notify the Engineer in writing (hereinafter called "Quantity Exceedance Notice") within five (5) working days. Payment for the quantity in excess of 125 percent of the Bid quantity shall be made at the Contract Unit Price, or at the option of the City, on the basis of Extra Work per 7-4. No exceptions shall be granted unless requested and specified by the Contractor in the Quantity Exceedance Notice. If so requested, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and City. Adjustments to the Contract Unit Price per Section 7-4 will only be made if the extra work has been performed other than the contract bid items, under special circumstances that justify the extra costs, such as night work, greater depth of trenching, etc. 7-3.5.3 Decreases of More Than 25 Percent
Replace the Section in its entirety with the following:
Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 75 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. The request shall be submitted and received by the Agency within 5 (five) working days upon substantial completion of the specific work item. 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 Agency; or at the option of the Engineer, on the basis of Extra Work per 7-4 Payment for Extra Work or on the basis of actual quantity at the Contract Unit Price plus the actual costs incurred in connection with not completing up to the 75 percent of the Bid quantity.
However, in no case shall 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 (75) percent of the Bid quantity at the Contract Unit Price.
For the purpose of this section, actual costs incurred in connection with not completing up to 75 percent of the bid quantity shall be limited to the following:
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(a) If material conforming to the Plans and Specifications was ordered by the Contractor for use in completing the item of work, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the unused material between the actual constructed quantity and the Bid quantity. In this case, the material shall become property of the Agency. If the material is returnable, the unused material between the actual constructed quantity and the Bid quantity shall be returned, and payment will be made to the Contractor for the actual charges made by the supplier for returning the material and for handling by the Contractor.
(b) If equipment was rented by the Contractor for use in completing the specific item of work and for no other, item of work, and if there is a minimum number of rental days charged by the vendor, the Contractor shall submit documentation showing the number of days the equipment was used for the work item and the minimum rental days charged by the vendor. Payment will be made to the Contractor for the equipment rental in proportion to the unused rental days and the minimum rental days.
7-4 PAYMENT FOR EXTRA WORK
7-4.3 Markup
Add the following the paragraph at the beginning of the Section:
Unless otherwise specified in the Special Provisions, the markup, as determined by Section 7-4.2 "Basis for Establishing Costs", shall be as described below, and shall constitute the full markup for all overhead and profit on extra work performed under this contract; no additional compensation will be provided therefore.
7-4.3.1 Work by the Contractor. Replace the entire paragraph with the following:
The following percentages shall be added to the Contractor's costs and shall constitute the full markup for all overhead and profit on extra work performed by the Contractor under this contract; no additional compensation will be provided therefore:
1) Labor .. ...20%
2) Material …................ ....15%
3) Tools and Equipment Rental ....15%
4) Other Items ......... ....15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
7-4.3.2 Work by a Subcontractor. Replace the entire paragraph with the following:
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When all or any part of the "extra work" is performed by a Subcontractor, the markup established in 3-3.2.3 (a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the "extra work" and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the "extra work" may be added by the Contractor. These markups shall constitute the markup for all overhead and profit for the Contractor on work performed by the Subcontractor.
The markups specified in Parts (a) and (b) above shall be considered as including, but not limited to, the Contractor's labor costs for personnel not working directly on the "extra work", including the cost of any tools and equipment that they may use. Such costs shall not be reported as labor or equipment costs elsewhere except when they are actually used in the performance of the "extra work." Labor costs shall in that case be reported for the labor classification corresponding to the type and nature of "extra work" performed.
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PART 2 - TECHNICAL SPECIFICATIONS
(BASED ON BID ITEMS OF WORK)
CONTENTS
1. MOBILIZATION 129
2. TRAFFIC CONTROL . 130
3. CONSTRUCTION SURVEYING.. .135
4. CONCRETE IMPROVEMENTS (SIDEWALK, CURB/GUTTER, ETC.) ... ..137
5. TREES & LANDSCAPING ..142
6. MISCELLAENOUS ADJUSTMENT WORK .. 142
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1. MOBILIZATION
Mobilization shall consist of preparatory work and operations, including but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all offices, buildings, construction yards, sanitary facilities, and any other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site, as well as the related demobilization costs anticipated at the completion of the project. The cost of all bonds and insurance policies, including premiums and incidentals, shall be included in Mobilization.
Prior to commencement of any work on the project, a preconstruction conference will be held for the purpose of review and discussion of progress schedule and construction procedures. At the discretion of the City's Construction Manager, periodic meetings involving project personnel (Contractor, utilities, and others) will be held for the purpose of coordinating project activities.
The work called for in these contract documents shall commence within (10) calendar days after that date set out in the Notice-to-Proceed issued by the City, and shall be diligently pursued to completion within sixty (60) working days of said date.
No additional compensation will be allowed for additional mobilizations required, including but not limited to, delays caused by the relocation of existing utility facilities shown on the plans or discovered during construction operations.
The amount credited for Mobilization on each monthly progress payment shall be based upon the percentage of the total of the amounts credited for work on all the other contract items for that monthly progress payment, up to a cumulative limit of eighty (80) percent of the contract item price for Mobilization. The remaining twenty (20) percent of the contract item price for Mobilization shall be paid with the final progress payment.
The deletion of work or the addition of extra work as provided for herein shall not affect the price paid for Mobilization.
Water Pollution Control
• As part as Mobilization, Contractor shall furnish all labor, materials, tools, equipment, and incidentals for doing all the work involved in developing, preparing, obtaining approval of, revising, and amending the PRDs, and installing, constructing, maintaining, removing, and disposing of BMPs as shown in the SWPPP, as specified in the CASQA Handbooks and Sample Contractor's Water Quality CSMP, General Permit, and these Detailed Specifications, and as directed by the Engineer.
• Any BMP required to protect storm water quality shall be installed within 24 hours of the time the Contractor is notified by the Engineer or regulatory agencies, or prior to the next
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rain event, whichever comes first, to install such BMP's. Each 24 hour period elapsed without installation of the required BMPs by the Contractor will be considered an Incident. Failure of the Contractor to meet the 24 hour period for installing the required BMPs will result in a permanent payment deduction of $500 for each Incident that the Contractor fails to comply, in addition to any other applicable penalties. It is the Contractor's responsibility to install any and all required BMPs.
Sanitary Arrangements
The Contractor shall make provisions for and maintain in a sanitary manner at the work site all necessary and sanitary conveniences for the workmen, in accordance with the rules and regulations of the State Board of Health.
The Contractor's attention is directed to the existing pedestrian and vehicular access ways crossing the lines of work. These access ways shall not be closed unless an alternate access way is provided. The Contractor shall assume full responsibility for providing alternate access. The compensation for the work in this item shall be considered as included in the cost of the various contract items of work and additional compensation will be made therefore.
Payment
Payment for mobilization will be measured by Lump Sum as specified on the bid schedule and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. shall be based on the percentage of total value of work completed as of each progress pay estimate.
Full compensation shall be considered as included in the Contract lump sum price paid for mobilization and no additional compensation will be allowedtherefore. Partial payment shall be based on the percentage of total value of work completed as of each progress pay estimate.
2. TRAFFIC CONTROL
The Contractor shall maintain traffic in the work area in accordance with the "California Manual on Uniform Traffic Controls Devices" (CAMUTCD), latest edition, available through the State of California, Department of Transportation, 1900 Royal Oaks Drive, Sacramento, California 95815.
The Contractor shall post temporary "No Parking" signs as needed. Signs shall be in place for at least 72 hours in advance of commencing of work. Signs may be attached to existing poles, parkway trees, or any available support that may exist in the public right-of-way or the contractor may furnish sign supports as may be necessary. Personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time, including any section closed to public traffic.
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The Contractor shall furnish, install, maintain, and remove all construction area signs in conformance with the plans and Sections 12-3.11 of the State of California Standard Specifications, Latest Edition. The construction area signs will be required 2 weeks in advance of work, describing the sequence of activities that will affect parking and access to properties, to be delivered 2 weeks prior to construction. This notice will generally address parking and access for street work with further details to follow on subsequent notices, except detailed information will be required in this first notice to explain the leveling course portion of the work.
The contractor shall make every effort to keep driveways open during working hours. After work hours, all driveways shall be accessible and safe.
The contractor shall keep a minimum of two (2) lanes open all day and during construction. Traffic control plans shall be submitted by the contactor and approved by the engineer and/or the city.
Contractor shall keep entrances to businesses open all day and during construction. After work hours, all driveways and travel lanes shall be accessible and safe In the event of conflict, the order of precedence for traffic control shall be as follows:
1. Special Provisions
2. Traffic Control Plans
3. California Manual on Uniform Traffic Control Devices (FHWA's MUTCD Latest edition as amended for use in California), Part 6, Temporary Traffic Control, and Caltrans, Latest edition.
4. Work Area Traffic Control Handbook. (WATCH)
5. Standard Specifications
Traffic Control shall be in accordance with the following Special Provisions:
All streets shall remain open to through traffic at all times except when street closure is approved by the Engineer. The Contractor shall make provisions to allow local trafficaccess to the closed streets. The local traffic consists of, but is not limited to, residences, church congregations, farmers, post offices, meter readers, trash pickup, school buses, and emergency vehicles. The Contractor shall provide a smooth travel way and either a flagger and/or signing to direct traffic. b. The Contractor shall be responsible for the preparation of Traffic Control Plans as necessary for the work. The Traffic Control Plans shall be signed and stamped by a California Registered Traffic Engineer and transmitted to the City for approval no later than fourteen (14) calendar days prior to the scheduled commencement of work. Comments and corrections shall be returned to the Contractor within five (5) working days. The Traffic Control Plans shall conform to the requirements listed in these Technical Provisions; California MUTCD Part 6, Temporary Traffic Control; the Work Area Traffic Control Handbook; and the Standard Specifications. c All traffic controls and safety devices, equipment and materials, including but not limited to cones, channelizers, delineators, flashing warning lights, barricades, high level warning devices
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(telescoping flag trees), flags, signs, markers, portable barriers, temporary railing (Type-K), temporary fencing, flashing arrow signs, changeable message sign, markings, and flagging equipment shall be provided and maintained in "like new" condition. d. The Contractor shall furnish and properly install, construct, erect, use and continuously inspect and maintain, twenty-four (24) hours per day, seven (7) days per week, including holidays, all said devices, equipment and materials and all temporary and permanent pedestrian and driving surfaces as necessary to provide for the safety and convenience of, and to properly warn, guide, control, regulate, channelize and protect the vehicular traffic, pedestrian traffic, project workers, and the public throughout the entire limits of the work activity and beyond said limits as necessary to include areas affecting or affected by the work, from the date of Notice to Proceed to the completion and acceptance of the work.
e. High-level warning devices (telescoping flag trees) are required at all times for work being performed within the roadway unless otherwise specifically approved by the Engineer. f. All barricades shall be equipped with flashing warning lights, and all traffic cones shall be no less than 711 mm (28 in) in height, except that shorter cones, 305 mm (12 in) minimum height, may be permitted during striping maintenance operations where the only function of the cone is to protect the wet paint from the traffic.
The entire area of orange and white stripes for barricades shall be Type I, engineering grade, or Type II, super engineering grade, retro-reflective sheeting conforming to the requirements of ASTM Designation: D 4956-95.
g. Type Ill barricades, no less than 1.83 m (6 ft) in length and equipped with two (2) Type "N" markers each and two (2) portable flashing beacons each, shall be used to close streets, except as otherwise specifically approved by the Engineer for minor maintenance work of no more than one (1) working day's duration, on weekdays, or on holidays only, and limited to the hours between 8:30 a.m. and 3:30 p.m. Said barricades shall be placed across the full roadway at each point of closure with the distance between barricades, or between barricades and curbs, not exceeding 914 mm (3 ft) except that one (1) 3.3 m (11 ft) wide gap between barricades shall be provided at the center of the street. Barricades to the right of the street's center, facing the inbound vehicular traffic, shall also be equipped with one (1) R11-2, "Road Closed" sign, one (1) R11-4, "Road Closed to Thru Traffic," sign, and a Type P warning sign.
h. Channelizers shall be surface mounted type and shall be furnished, placed and maintained at the locations shown on the Plans or as approved by the Engineer, and shall conform to the provisions in Section 12-3.07, "Channelizers," of the State of California Standard Specifications, Latest Edition, and these Special Provisions.
When no longer required for the work as determined by the Engineer, channelizers (except channelizers to be left in place), and underlying adhesive used to cement the channelizer bases
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to the pavement, shall be removed. Removed channelizers and adhesive shall become the property of the Contractor and shall be removed from the site of work.
Reflectorized (both sides) temporary self-adhesive markers, 100 mm (4 in) wide, shall be applied to unstriped pavement surface before opening the travel way to public traffic.
Reflectorized temporary yellow markers shall be used for to delineate the centerline to separate opposing traffic. Reflectorized temporary white markers shall be used to delineate lanes of travel and placed in 600 mm (24 in) intervals transverse to the road to delineate stop bars and limit lines.
The reflectorized temporary markers shall be removed the same day the first coat of striping has been placed on the pavement. The removal of the markers shall be done such a way that the pavement is not damaged.
j. Except as otherwise approved by the Engineer, two-way vehicular traffic shall be maintained at all times within two (2) 3.3 m (11 ft) wide lanes on streets having an effective roadway width of 13.4 m (44 ft) or more with restricted parking. Other streets of lesser widths may be reduced to one (1) 3.6 m (12 ft) wide lane with work activity being limited to one side at a time, and the one- way vehicular traffic being maintained at all times by properly trained and experienced flaggers.
All lane closures shall have flashing arrow signs to provide additional, high level, advanced warning.
No reduction of the traveled way width shall be permitted on any City street before 8:30 a.m. nor after 3:30 p.m., on weekends or holidays, or when active work is not being done, unless otherwise approved by the Engineer.
Properly trained and experienced flaggers shall be provided to direct traffic when said traffic is to be interrupted, when two-way traffic is to be reduced to one-way traffic, and at other such times as is necessary to safely pass traffic through or around the work area and when so directed by the Engineer.
1. Vehicular access to occupied residential property may be restricted on weekdays, other than holidays, between the hours of 8:30 a.m. and 3:30 p.m. while essential work activity is taking place only upon approval by the Engineer and providing the Contractor gives the property owner or resident at least forty-eight (48) hour advance written and oral notice.
Convenient and safe pedestrian access to schools, churches, occupied residential and business property shall be maintained at all times. Access to mailboxes shall be maintained at all times such that the postal delivery service is not interrupted. Trash pick-up services shall not be interrupted.
Access to vacant and unused property may be restricted when approved by the Engineer. Both vehicular and pedestrian access shall be maintained at all times to all other property except as otherwise specifically authorized in writing by the Engineer.
Vehicular access to business, school and church driveways shall be maintained at all times during construction.
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n. Traffic control and safety devices and equipment being used that becomes damaged, destroyed, faded, graffitied, encrusted, soiled, misplaced, worn out, inoperative, lost, or stolen shall be promptly repaired, refurbished, or replaced. Traffic control and safety devices and equipment being used, that are displaced or not in an upright position from any cause, shall be promptly returned or restored to their proper position.
An unobstructed view of all signs and warning devices including, but not limited to, stop signs, stop ahead signs, street name signs, and other regulatory, warning and construction signs, markers, and warning devices shall be maintained at all times. All speed limit signs shall be black on white with signs at either end of the project notifying the motoring public that fines are doubled in construction zones. No trucks or other equipment or materials shall be stopped, parked, or otherwise placed so as to obscure said signs, markers and devices from the view of the vehicular and pedestrian traffic to which it applies.
p. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall yield to said public traffic at all times, except where the traffic is being controlled by police officers, fire officers, properly trained and experienced flaggers, or at traffic signalized intersections.
q. Stockpiling or storage of materials on any public right-of-way or parking area will not be allowed without the specific written permission of the Engineer. Materials spilled along or on said right-of-way or parking area shall be removed completely and promptly. All stockpile and storage areas shall be maintained in a safe, neat, clean, and orderly condition, and shall be restored to equal or better than original condition upon completion of the work. r. On projects involving work on, closure of, or partial closure of existing streets, and where vehicular access to the abutting property must be restricted, the work shall be so selected, arranged and scheduled that the person(s) requiring access to said abutting property and residents along said streets affected will be able to park within a reasonable distance of not more than 150m (500') from their homes or destination. In addition, no two adjoining streets shall be closed at the same time, except as otherwise approved by the Engineer. Residents must be given written notice of such restrictions a minimum of 48 hours in advance.
S. When work has been completed on a particular street or has been suspended or rescheduled, and said street is to be opened to vehicular traffic, all equipment, "NO PARKING" signs, other obstructions, and unnecessary traffic control devices and equipment shall be promptly removed from that street, except as otherwise approved by the Engineer. t. Should the Contractor be neglectful, negligent, or refuse, fail, or otherwise be unavailable to promptly, satisfactorily, and fully comply with the provisions specified and referred to herein above, the City reserves the right to correct or mitigate any situation, that in the sole opinion of the Engineer, constitutes a serious deficiency or serious case of noncompliance, by any means at its disposal at the Contractor's or permittee's expense, and shall deduct the cost therefore from the Contractor's progress or final payments. Such corrective action taken by the City shall not reduce or
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abrogate the Contractor's legal obligations and liability for proper traffic control and safety measures and shall not serve to transfer said obligations and liabilities from the Contractor to the City or the City sagents.
u. Violations of any of the above Provisions or provisions of the referenced publications, unless promptly and completely corrected to the satisfaction of the Engineer, shall, at the sole discretion of the City, be grounds for termination of the Contract, or shut down or partial shutdown of the work, without compensation to the Contractor or permittee, or liabilityto the City, all as prescribed by contractual obligation or State law, whichever isapplicable.
The Contract lump sum price paid for the traffic control system shall include full compensation for, but not limited to, furnishing all labor (including flagging costs), materials (including construction area signs), tools, equipment, traffic control Plans and revisions, and incidentals, and for doing all the work involved in placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control including lights, channelizers (surface mounted), temporary railing (Type K) markers, delineators, temporary striping and pavement marking, barricades, portable flashing beacons, flashing arrow signs, portable changeable message signs, as shown on the Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.
Payment
Traffic control will be measured by Lump Sum as specified on the bid schedule and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.
Full compensation shall be considered as included in the Contract lump sum price paid for the traffic control system and no additional compensation will be allowed therefore. Partial payment shall be based on the percentage of total value of work completed as of each progress pay estimate.
3. CONSTRUCTION SURVEYING
The Contractor shall provide for the services of a land surveyor licensed in the State of California, hereinafter Surveyor, to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work.
Contractor shall submit surveyor's information, including license number, prior to commencing work.
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Permanent Survey Markers
The Contractor shall not disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by a licensed land surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Licensed Land Surveyor shall file corner record(s) as required by " 8772 and 8773, et seq. of the California Business and Professions Code. Copies shall be provided to the City within 10 days of replacement of any monuments.
When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade. Documentation of any disturbance or relocation, horizontal or vertical shall be provided to the City.
Center Line Ties
The Contractor shall be responsible to locate centerline ties and/or monuments at locations which are part of the overlay project as directed by the Director of Public Works or his authorized representative. Contractor shall submit a scope of work for approval by the Engineer prior to commencing work. The monuments will be inventoried, tied out, and a centerline tie sheet will be prepared and submitted to the Engineer.
The Contractor shall include tie sheet preparation, setting ties, and reestablishing monuments, and the filing of a corner record as required. All ties associated with that monument as accepted by the Public Works Department and for filing by the Los Angeles County Surveyor's office.
Contractor shall re-set the tie monuments where curb or curb ramps are removed and replaced or new ramps are installed. The Contractor's surveyor shall be responsible to meet all requirements stipulated by the County Surveyor regarding the filing of corner records.
Lines and Grades
Except when, as per orders from the Director of Public Works or his authorized representative, minor changes in the work are to be made by the Contractor, all work shall, during its progress upon completion, conform to the lines, grades, and elevations shown on the Plans. All distances and measurements are given thereon and will be made in a horizontal plane. Three (3) consecutive points shown on the same rate of slope must be used in common in order to detect any variation from a straight line, and in case any such discrepancy exists, it must be reported to the Director of Public Works or his authorized representative. Failure to make this report shall make the Contractor responsible for any such error in the finished work.
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Payment
Payment for survey work shall be included in the contract price for Surveying per lump sum, and shall include, but not limited to, furnishing labor, tools, materials, equipment and incidentals for doing all the work involved as stated herein. No additional compensation will be allowed therefore.
4. CONCRETE IMPROVEMENTS
Removals
Saw-cutting and removal of concrete or asphalt as shown on the Plans and as quantified by the Bid Schedule shall conform to Subsection 401 of the Standard Specifications for Public Works Construction.
Sawcutting shall be accomplished by the use of a power-driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until new concrete sidewalk is constructed. Generally, sawcuts shall be on existing joints or score mark.
All necessary sawcutting of existing concrete shall be to the lines shown on Plans and as directed in the field by the Engineer. Sawcutting shall be included in the unit price and no further compensation shall be made.
Concrete removal work shall also include incidental work such as root clearing in order to bring new concrete to final finish grade.
Potholing
Contractor shall pothole within the vicinity of the proposed ramps to determine the location of utility lines, boxes, valves, etc. which are to be relocated or adjusted in depth to accommodate the proposed improvements.
Detectable Warning Surface Pads
Detectable warning surface pads shall consist of surface-applied detectable warning surface panels manufactured with a matte finish exterior grade homogeneous (uniform color throughout thickness of product) glass and carbon reinforced polyester-based Sheet Molding Compound (SMC) composite material. Truncated' domes shall contain fiberglass reinforcement within the truncated dome for superior structural integrity and impact resistance. A matte finish will be required on the Tactile Warning Surface for superior slip resistance performance superior to that offered by a gloss finish.
Color shall be Federal Yellow (Y), Federal Standard Color No. 33538.
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Portland Cement Concrete (PCC) shall meet the requirements of Section 201, "Concrete, Mortar, and Related Materials," Subsection 302-6, "Portland Cement Concrete Pavement," and Section 303, "Concrete and Masonry Construction," of the Standard Specifications and these Special Provisions:
General
Add to Subsection 201-1.1.1, "General", of the Standard Specifications the following:
The Contractor shall furnish the Engineer in the field with a copy of the mix design to be used, and with a legible certified weighmasters certificate for each load of PCC delivered to the project.
PCC delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site.
Revise the table in Subsection 201-1.1.2, "Concrete Specified by Class and Alternate Class," of the Standard Specifications as follows:
Except as otherwise specified, all PCC used on this project shall be Class 560-C-3250 with a maximum slump of 4 in for all PCC and with the exact mix proportions being determined by the Contractor except for trench backfill slurry, air-placed Concrete-Method B, traffic signal footing, slough wall footing, retaining wall and as specified by the Engineer.
Replace the first sentence in Paragraph 6, Subsection 201-1.4.3, "Transit Mixers," of the Standard Specifications with the followings:
The total elapsed time between addition of water at the batch plant and the completion of the discharge of the PCC from the mixer shall not exceed ninety (90) minutes or before 250 revolutions of the drum, whichever occurs first. All PCC remaining in the mixer after said ninety (90) minutes time limit shall be rejected and removed from the project site. When the temperature of the PCC is 30° C (86° F) or greater or any conditions contributing to quick stiffening of the PCC, it shall be removed from the project site.
Replace the last paragraph, Subsection 303-5.1.1, "General," of the Standard Specifications with the following:
When removals of curb and/or sidewalk are located at curb return, the Contractor shall install access ramps with cast in place American Disability Act (ADA)/ California Code of Regulations (CCR) Title 24 - Accessibility Regulations approved detectable warning panels (truncated domes).
The Contractor is to construct all sidewalks, access ramps, and gutters in accordance with ADA Standards/CCR Title 24 - Accessibility Regulations. If the sidewalks, access ramps, and gutters constructed by the Contractor are found to be in non-compliance with ADA Standards/CCR Title 24 - Accessibility Regulations, the Contractor will be required to remove and replace the sidewalks, access ramps, and gutters to ADA Standards/CCR Title 24 - Accessibility Regulations at the Contractor's expense.
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -136-
SPECIFICATIONS
All removed curb and gutter, cross gutters, spandrels, driveway approaches, and sidewalks shall be replaced within three (3) calendar days, unless the contractor provides reasonable documentation to exceed the three (3) day limit five (5) working days before removal and approved in writing by the Engineer. The Asphalt Concrete patch shall be placed within five (5) working days after the curb and gutters are replaced, and seven (7) days after the cross gutter and spandrels are replaced.
No PCC shall be ordered and/or placed until the forms and subgrade have been inspected and approved by the Engineer in the field.
All traffic signal pull boxes, water meter boxes, water valve covers, street light boxes, and other utility boxes shall be adjusted to proposed finish grade and approved by the Engineer in the field prior to placement of the PCC.
Integral color PCC placed for sidewalk construction shall be continuous pours from the same daily batch. No cold joint between daily pours of PCC will be allowed.
Add to the first paragraph of Subsection 303-5.1.2, "Drainage Outlets through Curb," of the Standard Specifications the following:
Coring shall be required for all drains through existing curbs.
Replace the last paragraph of Subsection 303-5.1.3, "Driveway Entrances," of the Standard Specifications with the following:
Driveway approaches including walk is to be considered across driveways to commercial establishments, the thickness thereof shall be 6 inches (150 mm) unless otherwise specified or shown on the plans. At Residential driveways, the thickness of the walk will be 6 inches (150 mm) unless otherwise specified or shown on the plans.
Add to Subsection 303-5.3, "Placing Concrete," of the Standard Specifications the following All temporary storage of PCC liquid residues and mixer wash out on the project site shall be deposited within a self-containment area or bin. The Contractor may elect to allow the moisture to evaporate and dispose of the material as a solid or dispose of the material as a liquid. The Contractor shall notify the engineer in writing, as a preconstruction meeting submittal, what method of disposal will be utilized.
If disposal of the material in liquid form is chosen, the Contractor must provide in writing, as part of the preconstruction meeting submittal, the name, location, telephone number, and a copy of the California Regional Water Quality Control Board (RWQCB) permit for disposal of PCC liquid residue, or if the disposal site is located outside of the State of California, a copy of a permit issued by that state is required. The engineer will verify the information before the Notice to Proceed is issued.
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -137-
SPECIFICATIONS
All PCC and related work, including grading and forming, shall be suspended if the Contractor does not have a PCC liquid residue or mixer wash out containment area or bin on site one (1) working day before the scheduled placement of PCC. The Contractor will not be allowed any additional compensation or extension of time for suspended operations due to not having a containment area or bin on site. The containment area or bin shall have sufficient room for two (2) days deposit of material.
The Contractor shall provide the engineer with a copy of the landfill receipts or disposal site receipt and weight ticket showing disposal of PCC liquid residues and wash out within five working days of disposal.
Add to Subsection 303-5.4.3, "Weakened Plane Joints, (a) General," of the Standard Specifications the following:
All weakened plane joints shall be spaced at a maximum of 10 ft for curbs, gutters, and sidewalks.
Scoring lines shall conform to those prevailing in the area and be uniform in spacing.
Revise Subsection 303-5.5.2, "Curb," of the Standard Specifications as follows:
Delete the first sentence in Paragraph 1 and add the following:
The curb and gutter surface shall not vary more than 0.01 ft from 10 ft straightedge except at the grade changes. Prior to the removal of the forms, the surface shall be finished true to grade by means of a straightedge float of not less than 10 ft in length, and operated longitudinally over the surface of the concrete. Form clamps shall be so constructed as not to interfere with the operation of the float. The form on the front of the curbs shall not be removed less than one (1) hour, or more than six (6) hours after the concrete has been placed. In no event shall forms be removed while the concrete is sufficiently plastic to slump. The top and face of the finished curb shall be true and straight and top surface of curbs shall be of uniform width, free from humps, sags, blemishes or other irregularities.
Add to Subsection 303-5.5.2, "Curb" of the Standard Specifications the following:
Two component construction grade structural epoxy adhesive shall be used to bond fresh PCC curb to existing asphalt concrete or PCC. I
All surfaces to be bonded must be free of standing water, moisture, completely clean of dirt, curing compounds, grease, oil, paint, and unsound materials, which would prevent a solid bond.
Smooth surfaces shall be sand blasted or mechanically abraded. All dust shall be vacuumed or swept.
Epoxy components shall be stored at 65° F - 85° F (18° C - 29° C) for 24 hours prior to use. The mixed epoxy shall be uniform in color, not show streaks, and not have air entrapment. The Contractor shall mix only the amount of epoxy that can be applied within the product's pot life.
Pot life will decrease as the ambient temperature and/or mass size increases.
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -138-
SPECIFICATIONS
Add to Subsection 303-5.5.3, "Walk," of the Standard Specifications the following:
The sidewalk surface shall not exceed two percent (2%) cross fall and not vary more than 0.01 ft from the 10 ft straightedge except at grade changes, and the finished surface shall be free from humps, sags, blemishes or other irregularities. All sidewalks shall be a minimum of 4 in thick, except at driveways where the sidewalks shall be a minimum of 6 in. thick for single family residential areas and 8 in thick for all other areas and 6 in thick for curb return landings including access ramps.
Add to Subsection 303-5.6, "Curing," of the Standard Specifications the following:
Curing compound shall be translucent with red fugitive dye, Type 1, in accordance with Section 201-4, "Concrete Curing Compound," of the Standard Specifications.
Add to Subsection 303-5.7, "Repairs and Replacements," of the Standard Specifications the following:
In order to minimize vandalism damage to the finished PCC surfaces, the Contractor shall plan his work so that no PCC is poured after 1:00 p.m., unless otherwise authorized by the Engineer in the field.
The Contractor shall barricade and protect placed Portland Cement Concrete from all damages, marks, mars, and/or graffiti. Any Portland Cement Concrete damaged, defaced, discolored, or defective shall be replaced to the satisfaction of the Engineer at the Contractor's expense, and no additional time will be allowed.
Grading, patching, or other remedies to correct the situation will not be accepted unless in the opinion of the Engineer the vandalized area is so small that it does not warrant replacement.
Concrete replacement areas shall be from score mark or control joint to score mark or control joint and full width of the sidewalk. All replacement areas shall be saw cut.
Add to Subsection 303-5.8, "Backfilling and Cleanup," of the Standard Specifications the following:
A minimum of 12 in wide full depth asphalt concrete pavement repair patch is required when cross gutter, spandrel, driveways, curb, and gutter are placed adjacent to existing asphalt concrete pavement. The asphalt concrete pavement repair patch shall be placed within two (2) working days after the cross gutters, spandrels, driveways, curb and gutter are replaced. The asphalt concrete pavement shall be saw cut.
Payment
The Contract unit price for concrete work shall be measured as Square Feet (SF), Linear Feet (LF), or Each (EA) and considered to include full compensation for furnishing all labor, materials, tools,
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -139-
SPECIFICATIONS
materials, equipment, and incidentals including, but not limited to, formwork, finishing, aggregate base or fill sand under concrete, cast in place and adhesive ADA/ CCR Title 24 - Accessibility Regulations approved installed detectable warning panels, reinforcing steel, earthwork (excavation and backfill), concrete, temporary AC, AC pavement patching, disposal of PCC liquid residues and mixer wash out, and for doing all the work involved for the placement of the various items of concrete. No additional compensation shall be allowed therefore.
5. TREES & LANDSCAPING
Plans show potential trees with roots or branches that may be causing adverse effects on the sidewalk and curb/gutter. Root pruning shall be performed only as necessary. If after removal of concrete and/or asphalt, the roots are not exposed, the Contractor shall coordinate with the City to confirm if tree roots at that location need to be pruned. For locations where tree roots are exposed, Contractor shall remove roots to a depth of 8 inches. For branches, Contractors shall trim only such branches that create an encumbrance to the work, and shall confirm with the City prior to branch removal.
For trees that are to be removed, Contractor shall confirm with City prior to removal. For all removed trees, Contractor shall also remove roots to the extent possible.
Payment
Payments shall be made per each (EA) tree trimmed, pruned, or removed, as identified on the plans and/or as confirmed in the field. Not all trees identified on the Plans or quantified in the Bid Schedule will require work. Trees which do not require work shall be credited to the City.
6. MISCELLANEOUS ADJUSTMENT WORK
Contractor shall be responsible to adjust pull boxes and valve covers to grade and/or to new location, if required, subject to the approval of the utility company. Replacement of pull boxes at new grade and/or location may be required if identified on the Plans. The Contractor, at its own expense, shall be responsible to repair or replace any valve covers damaged by its operations.
Work shall consist of the adjusting to new grade existing manhole, utility valve frames, meters, covers, and the furnishing and installing of new "cans" for the water valve boxes.
Utility covers shall be raised to the finished grade by the Contractor within 48 hours of final paving. The Contractor shall raise the tops of all frames and covers to range from flush to 1/8" maximum above the finished grade of the immediately poured concrete.
Payment
Payment for utility lid adjustment shall be made per each (EA) as indicated on the Bid Schedule, and shall be compensated based on the actual quantity of utility lids adjusted to finished grade.
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -140-
SPECIFICATIONS
THIS PAGE LEFT BLANK INTENTIONALLY
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -141-
SPECIFICATIONS
CALTRANS EXHIBITS
(REQIRED FEDERAL AID CONTRACT LANGUAGE)
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036)
CALTRANS EXHIBIT 10-Q: DISCLOSURE OF LOBBYING ACTIVITIES CALTRANS EXHIBIT 12-B: BIDDER'S LIST OF SUBCONTRACTORS (DBE AND NON-DBE) CALTRANS EXHIBIT 15-G: CONSTRUCTION CONTRACT DBE COMMITMENT CALTRANS EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS CALTRANS EXHIBIT 17-F: FINAL REPORT-UTILIZATION OF DBE & FIRST-TIER SUBCONTRACTORS CALTRANS EXHIBIT 17-O: DBE CERTIFICATION STATUS CHANGE
SIDEWALK IMPROVEMENT PROJECT
FEDERAL-AID PROJECT NO. CML-5168(036) -142-
CALTRANS EXHIBITS
Local Assistance Procedures Manual EXHBIT 10-Q
Disclosure of Lobbying Activities
EXHIBIT 10-Q DISCLOSURE OF LOBBYING ACTIVITIES
COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352
1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type:
a. contract 1 a. bid/offer/application a. initial
b. grant b. initial award b. material change
c. cooperative agreement c. post-award
d. loan For Material Change Only:
e. loan guarantee year quarter
f. loan insurance date of last report
4. Name and Address of Reporting Entity . If Reporting Entity in No. 4 is Subawardee inter Name and Address of Prime
•Prime Subawardee
Tier _, if known
Congressional District, if known Congressional District, if known
6. Federal Department/Agency: 7. Federal Program Name/Description:
CFDA Number, if applicable
8. Federal Action Number, if known: 9. Award Amount, if known:
10. Name and Address of Lobby Entity 1. Individuals Performing Services (If individual, last name, first name, MI) including address if different from No. 10 (last name, first name, MI)
(attach Continuation Sheets) if necessary)
12. Amount of Payment (checkall that apply) 14. Type of Payment (check all that apply) actual planned a. retainer
b. one-time fee
13. Form of Payment (check all that apply): c. commission a. cash d. contingent fee
b. in-kind; specify: nature e deferred
Value f. other, specify
brief Description of Services Performed or to be performed and Date(s) of Service, includi ficers), employee(s), or member(s) contacted, for Payment Indicated in Item 1 (attach Continuation Sheets) if necessary)
16. Continuation Sheets) attached: Yes No П
7. Information requested through this form is authorized by Ti 1 U.S.C. Section 1352. This disclosure of lobbying relianc Signature:
Print Name:
Title:
Telephone No.: _ Date:
Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
Standard Form LLL Rev. 04-28-06
Distribution: Orig- Local Agency Project Files
LPP 13-01 May 8, 2013
Local Assistance Procedures Manual EXHBIT 10-Q
Disclosure of Lobbying Activities
INSTRUCTIONS FOR COMPLETING EXHIBIT 10-Q DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime federal recipient at the initiation or receipt of covered federal action or a material change to previous filing pursuant to title 31 U.S.C. Section 1352.
The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete all items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional
1. Identify the type of covered federal action for which lobbying activity is or has been secured to influence, the outcome of a covered federal action.
2. Identify the status of the covered federal action.
3. Identify the appropriate classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this reporting entity for this covered federal action.
Enter the full name, address, city, state, and zip code of the reporting entity. Include Congressional District if known. Check the tropics lavarietion of the fest uba nily hat despinat is itie is ier. dis a vard incide sul are no reinient, Identify the tier of the subawardee, c.g.,
subcontracts, subgrants, and contract awards under grants.
If the organization filing the report in Item 4 checks "Subawardee" then enter the full name, address, city, state, and zip code of the prime federal recipient. Include Congressional District, if known.
6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.
Enter the federal program name or description for the covered federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans and loan commitments.
8. Enter the most appropriate federal identifying number available for the federal action identification in item 1 (e.g., Request for Proposal (RFP) number, Invitation for Bid (IFB) number, grant announcement number, the contract grant. or loan award number, the application/proposal control number assigned by the federal agency). Include prefixes, e.g., "RFP-DE-90-001."
9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount of the award/loan commitments for the prime entity identified in item 4 or 5
10. Enter the full name, address, city, state, and zip code of the lobbying entity engaged by the reporting entity identified in Item 4 to influence the covered federal action.
11. Enter the full names of the individual(s) performing services and include full address if different from 10(a). Enter Last Name, First Name and Middle Initial (MI).
12. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (Item 4) to the lobbying entity em 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this naterial change report, enter the cumulative amount of payment made or planned to be ma
13. Check all boxes that apply. If payment is made through an in-kind contribution, specify the nature and value of the in-kind payment.
14. Check all boxes that apply. If other, specify nature.
15. Provide a specific and detailed description of the services that the lobbyist has performed or will be expected to perform and the date(s) of any services rendered. Include all preparatory and related activity not just time spent in actual contact with federal officials. Identify the federal officers) or employee(s) contacted or the officers) employees) or Members) of Congress that were contacted.
16. Check whether or not a continuation sheets) is attached.
17. The certifying official shall sign and date the form, and print his/her name title and telephone number.
Public reporting burden for this collection of information is estimated to average 30-minutes per response, including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, D.C. 20503. SF.
LPP 13-01 May 8, 2013
Local Assistance Procedures Manual Exhibit 12-B
Bidder's List of Subcontractors (DBE and NON-DBE)
Exhibit 12-B Bidder's List of subcontractor (DBE and Non-DBE Part 1
As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts shall be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at: https://efiling.dir.ca.gov/PWCR/ActionServlet?action=displayPWCRegistrationForm In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater). Photocopy this form for additional firms. Federal Project Number:
Subcontractor Name and Line Item & Description Subcontract Percentage of Annual Gross Receipts Bid Item Sub- License Number
contracted DIR Reg Number
Name: <$1 million
<$5 million
City, State: <$10 million
• <$15 million
Age of Firm: _yrs.
Name: <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Name: <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: yrs.
Name: <$1 million
‹$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Name: <1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Name: <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Distribution: 1) Original-Local Agency File 2) Copy-DLAE w/ Award Package
January 2018
Local Assistance Procedures Manual Exhibit 12-B
Bidder's List of Subcontractors (DBE and NON-DBE)
Exhibit 12-B Bidder's List of subcontractor (DBE and Non-DBE) Part 2
In accordance with Title 49, Section 26 of the Code of Federal Regulations, the Bidder shall list all subcontractor who provide a quote or bid but were not selected to participate as a subcontractor on this project. Photocopy this form for additional firms.
Subcontractor Name and Line Item & Description Subcontract Percentage of Contractor DBE Cert Annual Gross Receipts Location Amount Bid Item Sub- License Number Number
contracted DIR Reg Number
Name: $1 million
<$5 million
City, State: ‹$10 million
<$15 million
Age of Firm: yrs.
Name: <$1 million
<$5 million
City, State: $10 million
‹$15 million
Age of Firm: _ yrs.
Name: <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Name: П <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Name: <$1 million
<$5 million
City, State: ‹$10 million
<$15 million
Age of Firm: _ yrs.
Name: <$1 million
<$5 million
City, State: <$10 million
<$15 million
Age of Firm: _ yrs.
Distribution: 1) Original-Local Agency File 2) Copy-DLAE w/ Award Package
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
EXHIBIT 12-G REQUIRED FEDERAL-AID CONTRACT LANGUAGE
(For Local Assistance Construction Projects)
The following language must be incorporated into all Local Assistance Federal-aid construction contracts.
The föllowing language, with minor edits, was taken from the Code of Federal Regulations.
MAINTAIN RECORDS AND SUBMIT REPORTS DOCUMENTING YOUR PERFORMANCE UNDER THIS SECTION
1. DISADVANTAGED BUSINESS ENTERPRISES (DBE). ........2
A. DBE COMMITMENT SUBMITTAL. ....2
B. GOOD FAITH EFFORTS SUBMITTAL. ...2
C. EXHIBIT 15-G - CONSTRUCTION CONTRACT DBE COMMITMENT.. ..3 D. SUBCONTRACTOR AND DISADVANTAGED BUSINESS ENTERPRISE RECORDS. ....3 E PERFORMANCE OF DISADVANTAGED BUSINESS ENTERPRISES. ...4
2. BID OPENING. ...5
3. BID RIGGING..
4. CONTRACT AWARD...
5. CONTRACTOR LICENSE....
6. CHANGED CONDITIONS. ......5
A. DIFFERING SITE CONDITION..... ...5
B. SUSPENSIONS OF WORK ORDERED BY THE ENGINEER... ...5
C. SIGNIFICANT CHANGES IN THE CHARACTER OF WORK... ....6
7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES ...6
8. BUY AMERICA..... ....6
FURNISH STEEL AND IRON MATERIALS TO BE INCORPORATED INTO THE WORK WITH CERTIFICATES OFCOMPLIANCE.
STEEL AND IRON MATERIALS MUSTBE PRODUCED IN THE U.S. EXCEPT.. ....6
9. QUALITY ASSURANCE... ...6
10. PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS... ....7
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS.. ....7
12. FEMALE AND MINORITY GOALS.... .....18
13. TITLE VI ASSURANCE..... ...20
14. USE OF UNITED STATES-FLAG VESSELS (CARGO PREFERENCE ACT).. .21
15. FEDERAL TRAINEE PROGRAM.............. ..22
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
1. DISADVANTAGED BUSINESS ENTERPRISES (DBE
Under 49 CFR 26.13(b):
The contractor, subrecipient or subcontractorshall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the contractorto carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate.
Take necessary and reasonable steps to ensure that DBEs have opportunity to participate in the contract (49 CFR 26).
To ensure equal participation of DBEs provided in 49 CFR 26.5, the Agency shows a goal for DBEs.
Make work available to DBEs and select work parts consistent with available DBE subcontractors and suppliers.
Meet the DBE goal shown elsewhere in these special provisions or demonstrate that you made adequate good faith efforts to meet this goal.
It is your responsibility to verify that the DBE firm is certified as DBE at date of bid opening. For a list of DBEs certified by the California Unified Certification Program, go to: http://www.dot.ca.gov/hq/bep/find_certified.htm All DBE participation will counttoward the California Department of Transportation's federally mandated statewide overall DBE goal.
Credit for materials or supplies you purchase from DBEs counts towards the goal in the following manner:
• 100 percent counts if the materials or supplies are obtained from a DBE manufacturer. • 60 percent counts if the materials or supplies are obtained from a DBE regular dealer. • Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR 26.55 defines "manufacturer"" and "regular dealer."
You receive credit towards the goal if you employ a DBE trucking company that performs a commercially useful function as defined in 49 CFR 26.55(d)(1) through (4) and (6). a. DBE Commitment Submittal
Submit the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid book. If the form is not submitted with the bid, remove the form from the Bid book before submitting your bid.
If the DBE Commitment form is not submitted with the bid, the apparent low bidder, the 2nd low bidder, and the 3rd low bidder must complete and submit the DBE Commitment form to the Agency. DBE Commitment form must be received by the Agency no later than 4:00 p.m. on the 5th calendar day after bid opening.
Other bidders do not need to submit the DBE Commitment form unless the Agency requests it. If the Agency requests you to submit a DBE Commitment form, submit the completed form within 5 calendar days of the request.
Submit written confirmation from each DBE stating that it is participating in the contract. Include confirmation with the DBE Commitment form. A copy ofa DBE's quote will serve as written confirmation that the DBE is participating in the contract.
If you do not submit the DBE Commitment form within the specified time, the Agency will find your bid nonresponsive. b. Good Faith Efforts Submittal
If you have not met the DBE goal, complete and submit the DBE Information - Good Faith Efforts, Exhibit 15-H, form with the bid showing that you made adequate good faith efforts to meet the goal. Only good faith efforts directed towards obtaining participation by DBEs will be considered. If good faith efforts documentation is not submitted with the bid, it must be received by the Agency no later than 4:00 p.m. on the 5th calendar day after bid opening.
If your DBE Commitment form shows that you have met the DBE goal or if you are required to submit the DBE Commitment form, you must also submit good faith efforts documentation within the specified time to protect your eligibility for award of the contract in the event the Agency finds that the DBE goal has not been met.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Good faith efforts documentation must include the following information and supporting documents, as necessary:
Items of work you have made available to DBE firms. Identify those items of work you might otherwise perform with yourown forces and those items that have been broken down into economically feasible units to facilitate DBE participation. For each item listed, showthe dollar value and percentage of the total contract. It is your responsibility to demonstrate that sufficient work to
2. Names of certified DBEs and dates on which they were solicited to bid on the project. Include the items of work offered. Describe the methods used for following up initial solicitations to determine with certainty if the DBEs were interested, and the dates of the follow-up. Attach supporting documents such as copies of letters, memos, facsimiles sent, telephone logs, telephone billing statements, and otherevidence of solicitation. You are reminded to solicit certified DBEs through all reasonable and available means and provide sufficient time to allow DBEs to respond.
Name of selected firm and its status as a DBE for each item of work made available. Include name, address, and telephone number of each DBE that provided a quote and their price quote. If the firm selected for the item is nota DBE, provide the reasons for the selection.
4. Name and date of each publication in which you requested DBE participation for the project. Attach copies of the published advertisements.
5. Names of agencies and dates on which they were contacted to provide assistance in contacting, recruiting, andusing DBE firms. If the agencies were contacted in writing, provide copies of supporting documents.
6. List of efforts made to provide interested DBEs with adequate information about the plans, specifications, and requirements of the contract to assist them in responding to a solicitation. If you have provided information, identify the name of the DBE assisted, the nature of the informatior rovided. and date of contact. Provide copies of supporting documents, as appropriate List of efforts made to assist interested DBEs in obtaining bonding, lines of credit, insurance recessary equipment, supplies, and materials, excluding supplies and equipment that the DBI subcontractor purchases or leases from the prime contractor or its affiliate. If such assistance is provided by you, identify the name of the DBE assisted, nature of the assistance offered, and date assistance was provided. Provide copies of supporting documents, as appropriate.
8. Any additional data to support demonstration of good faith efforts.
The Agency may consider DBE commitments of the 2nd and 3rd bidders when determining whether the low bidder made good faith efforts to meet the DBE goal.
c. Exhibit 15-G - Construction Contract DBE Commitment
Complete and sign Exhibit 15-G Construction Contract DBE Commitment included in the contract documents regardless of whether DBE participation is reported.
Provide written confirmation from each DBE that the DBE is participating in the Contract. A copy ofa DBEs quote serves as written confirmation. If a DBE is participating as a joint venture partner, the Agency encourages you to submit a copy of the joint venture agreement.)
d. Subcontractor and Disadvantaged Business Enterprise Records Use each DBE subcontractoras listed on Exhibit 12-B Bidder's List of Subcontractors (DBE and Non-DBE) and Exhibit 15-G Construction Contract DBE Commitment form unless you receive authorization for a substitution.
The Agency requests the Contractorto:
1. Notify the Engineer of any changes to its anticipated DBE participation
2. Provide this notification before starting the affected work
3. Maintain records including:
• Name and business address ofeach 1st-tier subcontractor
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier
• Date of payment and total amount paid to each business If you are a DBE contractor, include the date of work performed by your own forces and the corresponding value of the Before the 15th of each month, submit a Monthly DBE Trucking Verification form.
If a DBE is decertified before completing its work, the DBE must notify you in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify you in writing of the certification date. Submit the notifications. On work completion, complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-0, form. Submit the form within 30 days of contract acceptance. pon work completion, complete Exhibit 17-F Final Report - Utilization of Disadvantaged Business Enterprises (DBE irst-Tier Subcontractors. Submit it within 90 days of contract acceptance. The Agency will withhold $10,000 until th form is submitted. The Agency releases the withhold upon submission of the completed form. e. Performance of Disadvantaged Business Enterprises
DBEs must perform work or supply materials as listed in the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid.
Do notterminate or substitute a listed DBE for convenience and perform the work with your own forces or obtain materials from other sources without authorization from the Agency.
The Agency authorizes a request to use other forces or sources of materials if it shows any of the following justifications:
1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.
2. You stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet your bond requirements.
Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law.
4. Listed DBE fails or refuses to perform the work or furnish the listed materials.
5. Listed DBE's work is unsatisfactory and not in compliance with the contract.
6. Listed DBE is ineligible to work on the project because of suspension or debarment.
7. Listed DBE becomes bankrupt or insolvent.
8. Listed DBE voluntarily withdraws with written notice from the Contract
9. Listed DBE is ineligible to receive credit for the type of work required.
10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the
11. Agency determines other documented good cause.
Notify the original DBE of your intent to use other forces or material sources and provide the reasons. Provide the DBE with 5 days to respond to your notice and advise you and the Agency of the reasons why the use of other forces or sources of materials should not occur. Your requestto use other forces or material sources must include:
1. One or more of the reasons listed in the preceding paragraph.
2. Notices from you to the DBE regarding the request.
3. Notices from the DBEs to you regarding the request.
If a listed DBE is terminated or substituted, you must make good faith efforts to find another DBE to substitute forthe original DBE. The substitute DBE must perform at least the same amount of work as the original DBE under the contract to the extent needed to meet the DBE goal.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
The substitute DBE must be certified as a DBE at the time of request for substitution Unless the Agency authorizes (1) a request to use other forces or sources of materials or (2) a good faith effort for a substitution ofa terminated DBE, the Agency does not pay for work listed on the Exhibit 15-G Construction Contract DBE Commitment form unless it is performed or supplied by the listed DBE or an authorized substitute.
2. BID OPENING The Agency publicly opens and reads bids at the time and place shown on the Notice to Contractors.
3. BID RIGGING The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 424-9071. The service is available 24 hours 7 days a week and is confidential and anonymous.. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General.
4. CONTRACT AWARD Ifthe Agency awards the contract, the award is made to the lowest responsible and responsive bidder.
5. CONTRACTOR LICENSE
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (Public Contract Code § 10164).
6. CHANGED CONDITIONS
a. Differing Site Conditions
During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.
Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work underthe contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted.
No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.
4. No contract adjustment will be allowed under this clause for any effects caused on unchanged work. (This provision may be omitted by the Local Agency, at their option.) b. Suspensions of Work Ordered by the Engineer
1. If the performance of all or any portion of the work is suspended ordelayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension ordelay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment.
Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engincer's determination whether or not an adjustment of the contract is warranted.
3. No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
4. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended ordelayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.
c. Significant Changes in the Character of Work
1. The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractoragrees to perform the work as altered.
2. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractorin such amount as the engineer may determine to be fair and equitable.
If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.
4. The term "significant change" shall be construed to apply only to the following circumstances:
• When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or
When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.
7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.
This work shall be diligently prosecuted to completion before the expiration of TEN (10) WORKING DAYS beginning on the fifteenth calendar day after the date shown on the Notice to Proceed.
The Contractor shall pay to the City/County the sum of $ perday, for each and every calendar days' delay in finishing the work in excess of the number of working days prescribed above.
8. BUY AMERICA
Furnish steel and iron materials to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron were melted and manufactured. Steel and iron materials must be produced in the U.S. except:
!. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials 160 Fed Reg 15478 (03/24/1995)]:
2. If the total combined cost of the materials does not exceed the greater of 0.1 percent of the total bid or $2,500, materials produced outside the U.S. may be used.
Production includes:
1. Processing steel and iron materials, including smelting or other processes that alter the physical form or shape (such as rolling, extruding, machining, bending, grinding, and drilling) or chemical composition;
2. Coating application, including epoxy coating, galvanizing, and painting, that protects or enhances the value of steeland iron materials.
9. QUALITY ASSURANCE
The Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
You may examine the records and reports of tests the Agency performs if they are available at the job site.
Schedule work to allow time for QAP.
10. PROMPT PAYMENT OF FUNDS WITHHELD TO SUBCONTRACTORS
The agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the agency, of the contract work, and pay retainage to the prime contractorbased on these acceptances. The prime contractor, or subcontractor, shall return all monies withheld in retention from a subcontractor within 30 days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency. Federal law (49CFR26.29) requires that any delay or postponement of payment over 30 days may take place only for good cause and with the agency's prior written approval. er healing in ente Any violation of this provision shall subject the violating prime contractor or subcontractorto the penalties, sanctions and otherremedies specified in Section 7108.5 of the Business and Professions Code. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to the prime contractoror subcontractorin the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS (Excluding ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN
DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS) [The following 10 pages must be physically inserted into the contract without modification.] FHWA-1273 - Revised May 1, 2012
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
General Il. NONDISCRIMINATION
Nondiscrimination
No segregated Facilities The provisionsof thissection related to 23 CFR Part 230 are applicable Davis-Bacon and Related Act Provisions to all Federal-aid construction contracts and to all related construction V. Contract Work Hours and Safety StandardsAct Provisions subcontracts of $10,000 or more. The provisionsof 23 CFR Part 230 VI. Subletting or Assigning the Contract are not applicable to material supply, engineering, or architectural VII. Safety: AccidentPrevention service contracts.
VIlI. False Statements Concering Highway Projects In addition, the contractor andall subcontractors must comply with the IX. Implementation of Clean Air Act and Federal Water Pollution following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625- Control Act
1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as x. Compliance with Government wide Suspension and Debarment amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as Requirements
amended, and related regulationsincluding 49 CFR Parts 21, 26 and Xi. Certification Regarding Use of Contract Funds for Lobbying 27; and 23 CFR Parts 200, 230, and 633.
ATTACHMENTS The contractor and all subcontractorsmust comply with: the requirements of the Equal Opportunity Clause in 41 FR 60-1.4 (b) and, A. Employment and Materials Preference for Appalachian Development forall construction contractsexceeding $10,000, the Standard Federal Highway System or Appalachian Local Access Road Contracts Equal Employment Opportunity Construction Contract Specificationsin (included in Appalachian contractsonly) 41 CFR 60-4.3.
I. GENERAL Note: The U.S. Department of Labor hasexclusive authority to determine compliance with Executive Order 11246 and the policies of
1. Form FHWA-1273 must be physically incorporated in each the Secretary of Laborincluding 41 CFR 60, and 29 CFR 1625-1627. construction contract funded under Title 23 (excluding emergency The contracting agency and the FHWA have the authority andthe contractssolely intended for debrisremoval). The contractor (or responsibility to ensure compliance with Title 23 USC Section 140, the subcontractor must insert this form in each subcontract and further Rehabilitation Act of 1973, asamended (29 USC 794), and Title VI of require itsinclusion in all lower tier subcontracts (excluding purchase the Civil Rights Act of 1964, as amended, and related regulations orders, rental agreementsand other agreementsfor suppliesor including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and services). 633.
The applicable requirements of Form FHWA-1273 are incorporated by The following provision isadopted from 23 CFR 230, Appendix A, with reference for work done under any purchase order, rental agreement or appropriate revisionsto conform to the U.S. Department of Labor (US agreement for other services. The prime contractor shall be responsible DOL) and FHWA requirements. for compliance by any subcontractor, lower-tier subcontractor or service
1. Equal Employment Opportunity: Equal employment opportunity For FHWA-1273 must be included in all Federal-aid design-build (EEO) requirementsnot to discriminate andto take affirmative action to contracts, in all subcontracts and in lower tier subcontracts (excluding assure equal opportunity asset forth under laws, executive orders, subcontracts for design services, purchase orders, rental agreements rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 and other agreementsfor supplies or services). The design-builder shall CFR 60 and 49 CFR 27) and orders of the Secretary of Laboras be responsible for compliance by any subcontractor, lower-tier modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action subcontractor or service provider.
standards for the contractor'sproject activities underthiscontract. The Contracting agencies may reference Form FHWA-1273 in bid proposal provisionsof the Americanswith Disabilities Act of 1990(42 U.S.C. or request for proposal documents, however, the Form FHWA-1273 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, contract, the contractoragreesto comply with the following minimum specific requirement activities of EEO:
rental agreementsand other agreementsfor suppliesor services related to a construction contract).
a. The contractor will workwith the contracting agency and the Federal
2. Subject to the applicability criteria noted in the following sections, Government to ensure that it hasmade every good faith effort to these contract provisions shall apply to all work performed on the provide equal opportunity with respect to all of itstermsand contract by the contractorsown organization and with the assistance conditionsof employmentand in their review of activities underthe contract
of workers underthe contractor'simmediate superintendence and to all work performed on the contract by piecework, station work, or by b. The contractorwill accept asits operating policy the following subcontract.
statement:
3. A breach of any of the stipulations contained in these Required Contract Provisionsmay be sufficient grounds for withholding of -and that ering ores compated sure a men mean rear a Contact, sayengin/ debarment or any otheraction determinette be appropriate by the contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unlessit is labor performed by convictswho are on parole, supervised release, or probation. Theterm Federal-aid highway does not include roadways functionally classified aslocal roadsor rural minor collectors.
FHWA-1273 -- Revised May 1, 2012
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
2. BEO Officer: The contractor will designate and make knownto the contracting officers and EEO Officer who will have the c. The contractor will encourage its present employees to refer responsibility for and must be capable of effectively administering minorities and women as applicants for employment. and promoting and active EEO program and who must be assigned Information and procedures with regard to referring such adequate authority and responsibility to do so. applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and employee
3. Dissemination of Policy: All members of the contractor's staff benefits shall be established and administered, and personnel w ho are authorized to hire, supervise, promote, and discharge actions of every type, including hiring, upgrading, promotion, employees, or who recommend such action, or w ho are transfer, demotion, layoff, and termination, shall be taken without substantially involved in such action, will be made fully cognizant of, regard to race, color, religion, sex, national origin, age or disability. and will implement, the contractor's EEO policy and contractual The follow ing procedures shall be follow ed:
responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the a. The contractor will conduct periodic inspections of project sites to follow ing actions will be taken as a minimum: insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then b. The contractor will periodically evaluate the spread of w ages paid not less often than once every six months, at which time the within each classification to determine any evidence of contractor's EEO policy and its implementation will be review ed and explained. The meetings will be conducted by the EEO c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. b. All new supervisory or personnel office employees will be given Where evidence is found, the contractor will promptly take a thorough indoctrination by the EEO Officer, covering all major corrective action. If the review indicates that the discrimination aspects of the contractor's EEO obligations within thirty days may extend beyond the actions review ed, such corrective action follow ing their reporting for duty with the contractor. shall include all affected persons.
c. All personnel w ho are engaged in direct recruitment for the project w ill be instructed by the EEO Officer in the contractor's d. The contractor will promptly investigate all complaints of alleged procedures for locating and hiring minorities and women. discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such d. Notices and posters setting forth the contractor's EEO policy will complaints, and will take appropriate corrective action within a be placed in areas readily accessible to employees, applicants reasonable time. If the investigation indicates that the for employment and potential employees. discrimination may affect persons other than the complainant, e. The contractor's EEO policy and the procedures to implement such corrective action shall include such other persons. Upon such policy will be brought to the attention of employees by completion of each investigation, the contractor will informevery means of meetings, employee handbooks, or other appropriate complainant of all of their avenues of appeal. means.
6. Training and Promotion:
4. Recruitment: When advertising for employees, the contractor a. The contractor will assist in locating, qualifying, and increasing will include in all advertisements for employees the notation: "An the skills of minorities and women who are applicants for Equal Opportunity Employer." All such advertisements will be employment or current employees. Such efforts should be aimed placed in publications having a large circulation among minorities at developing full journey level status employees in the type of and women in the area fromw hich the project work force would trade or job classification involved. normally be derived.
b: Consistent with the contractor's work force requirements and as a. The contractor will, unless precluded by a valid bargaining permissible under Federal and State regulations, the contractor agreement, conduct systematic and direct recruitment through shall make full use of training programs, ie., apprenticeship, and public and private employee referral sources likely to yield on-the-job training programs for the geographical area of contract qualified minorities and women. To meet this requirement, the performance. In the event a special provision for training is contractor will identify sources of potential minority group provided under this contract, this subparagraph will be employees, and establish with such identified sources superseded as indicated in the special provision. The contracting procedures whereby minority and women applicants may be gency may reserve training positions for persons who receiv referred to the contractor for employment consideration. elfare assistance in accordance with 23 U.S.C. 140(a b. In the event the contractor has a valid bargaining agreement c. The contractor will advise employees and applicants for oroviding for exclusive hiring hall referrals, the contractor is employment of available training programs and entrance
expected to observe the provisions of that agreement to the requirements for each. extent that the systemmeets the contractor's compliance with EEO contract provisions. Where implementation of such an
1. The contractor will periodically review the training and promotio! agreement has the effect of discriminating against minorities or potential of employees who are minorities and women and wil women, or obligates the contractor to do the same, such encourage eligible employees to apply for such training and imolementation violates Federal nondiscrimination provisions.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
7. Unions: If the contractor relies in whole or in part upon unions as 10. Assurance Required by 49 CFR 26.13(b):
a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for a. The requirements of 49 CFR Part 26 and the State DOTs U.S. minorities and women. Actions by the contractor, either directly or DOT-approved DBE program are incorporated by reference. through a contractor's association acting as agent, will include the procedures set forth below: b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of a. The contractor will use good faith efforts to develop, in this contract. The contractor shall carry out applicable cooperation with the unions, joint training programs aimed requirements of 49 CFR Part 26 in the aw ard and administration tow ard qualifying more minorities and women for membership of DOT-assisted contracts. Failure by the contractorto carry out in the unions and increasing the skills of minorities and women these requirements is a material breach of this contract, which so that they may qualify for higher paying employment. may result in the termination of this contract or such other remedy as the contracting agency deems appropriate.
b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union 11. Records and Reports: The contractor shall keep such records will be contractually bound to refer applicants without regard to as necessary to document compliance with the EEO requirements. their race, color, religion, sex, national origin, age or disability. Such records shall be retained for a period of three years follow ing the date of the final payment to the contractor for all contract work c. The contractor is to obtain information as to the referral and shall be available at reasonable times and places for inspection practices and policies of the labor union except that to the by authorized representatives of the contracting agency and the extent such information is within the exclusive possession of HWA. the labor union and such labor union refuses to furnishsuch information to the contractor, the contractor shall so certify to a. The records kept by the contractor shall document the follow ing:
the contracting agency and shall set forth what efforts have been made to obtain such information. (1) The number and work hours of minority and non-minority group members and women employed in each work classification on d. In the event the union is unable to provide the contractor with a the project; reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through (2) The progress and efforts being made in cooperation with independent recruitment efforts, fill the employment vacancies unions, when applicable, to increase employment opportunities without regard to race, color, religion, sex, national origin, age for minorities and women; and or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to (3) The progress and efforts being made in locating, hiring, training, provide sufficient referrals (even though it is obligated to qualifying, and upgrading minorities and women. provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor fromthe b. The contractors and subcontractors will submit an annual report requirements of this paragraph. In the event the union referral to the contracting agency each July for the duration of the practice prevents the contractorfrom meeting the obligations project, indicating the number of minority, women, and non- pursuant to Executive Order 11246, as amended, and these minority group employees currently engaged in each work special provisions, such contractor shall immediately notify the classification required by the contractwork. This information is contracting agency. to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the
8. Reasonable Accommodationfor Applicants / Employees last payroll period preceding the end of July. If on-the-job with Dis abilities: The contractor must be familiar with the training is being required by special provision, the contractor will requirements for and comply with the Americans with Disabilities be required to collect and report training data. The employment Act and all rules and regulations established there under. data should reflect the work force on board during all or any part Employers must provide reasonable accommodation in all of the last payroll period preceding the end of July. employment activities unless to do so would cause an undue III. NONSEGREGATED FACILITIES
9. Selection of Subcontractors, Procurement of Materials and This provision is applicable to all Federal-aid construction contracts Leasingof Equipment: The contractor shall not discriminate on and to all related construction subcontracts of $10,000 or more. the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including The contractor must ensure that facilities provided for employees procurement of materials and leases of equipment. The contractor are provided in such a manner that segregation on the basis of shall take all necessary and reasonable steps to ensure race, color, religion, sex, or national origin cannot result. The nondiscrimination in the administration of this contract. contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The a. The contractor shall notify all potential subcontractors and contractor's obligation extends further to ensure that its employees suppliers and lessors of their EEO oblications under this contract. are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term b. The contractor will use good faith efforts to ensure subcontractor "facilities" includes waiting rooms, work areas, restaurants and compliance with their EEO obligations. other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 - Revised May 1, 2012
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
(i) The workto be performed by the classification requested is not performed by a classification in the w age determination; and This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier (ii) The classification is utilized in the area by the construction subcontracts (regardless of subcontract size). The requirements industry; and apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor (iii) The proposed wage rate, including any bona fide fringe benefits, collectors, which are exempt. Contracting agencies may elect to bears a reasonable relationship to the w age rates contained in apply these requirements to other projects. the w age determination.
The following provisions are fromthe U.S. Department of Labor (2) If the contractor and the laborers and mechanics to be regulations in 29 CFR 5.5 "Contract provisions and related matters" employed in the classification (if know n), or their with minor revisions to conformto the FHWA-1273 format and representatives, and the contracting officer agree on the FHWA program requirements. classification and w age rate (including the amount designated for fringe benefits where appropriate), a report of the action
1. Minimum wages taken shall be sent by the contracting officerto the Administrator of the Wage and Hour Division, Employment Standards
Administration, U.S. Department of Labor, Washington, DC a. All laborers and mechanics employed or working upon the site 20210. The Administrator, or an authorized representative, will of the work, will be paid unconditionally and not less often than approve, modify, or disapprove every additional classification once a week, and without subsequent deduction or rebate on any action within 30 days of receipt and so advise the contracting account (except such payroll deductions as are permitted by officer or will notify the contracting officer within the 30-day regulations issued by the Secretary of Labor under the Copeland period that additional time is necessary.
Act (29 CFR part 3)), the full amount of w ages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment 3) In the event the contractor, the laborers or mechanics to be computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto employed in the classification or their representatives, and the contracting officerdo not agree on the proposed classification and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such and wage rate (including the amount designated for fringe laborers and mechanics. benefits, w here appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Contributions made or costs reasonably anticipated for bona fide Hour Administrator for determination. The Wage and Hour fringe benefits under section 1(b)(2) of the Davis-Bacon Act on Administrator, or an authorized representative, will issue a behalf of laborers or mechanics are considered w ages paid to such determination within 30 days of receipt and so advise the laborers or mechanics, subject to the provisions of paragraph 1.d. contracting officer or will notify the contracting officer within the of this section; also, regular contributions made or costs incurred for 30-day period that additional time is necessary. more than a weekly period (but not less often than quarterly) under plans, funds, or programs which coverthe particular weekly period, (4) The wage rate (including fringe benefits w here appropriate) are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the determined pursuant to paragraphs 1.b. (2) or 1.b. (3) of this section, shall be paid to all workers performing work in the appropriate w age rate and fringe benefits on the w age classification under this contract fromthe first day on which work determination for the classification of work actually performed, is performed in the classification. without regard to skill, except as provided in 29 CFR 5.5(a)(4).
Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for each c. Whenever the minimum wage rate prescribed in the contract for classification for the time actually worked therein: Provided, That a class of laborers or mechanics includes a fringe benefit which the employer's payroll records accurately set forth the time spent in is not expressed as an hourly rate, the contractor shall either each classification in which work is performed. The w age pay the benefit as stated in the wage determination or shall pay determination (including any additional classification and w age another bona fide fringe benefit or an hourly cash equivalent rates conformed under paragraph 1.b. of this section) and the thereof.
Davis-Bacon poster (WI-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a d. If the contractor does not make payments to a trustee or other Workerst and accessible place where it can be easily seen by the third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or b. (1) The contracting officer shall require that any class of • program, Provided, That the Secretary of Labor has found, upon the laborers or mechanics, including helpers, which is not listed in the written request of the contractor, that the applicable standards of w age determination and which is to be employed under the contract the Davis-Bacon Act have been met. The Secretary of Labor may shall be classified in conformance with the w age determination. The require the contractor to set aside in a separate account assets for contracting officer shall approve an additional classification and the meeting of obligations under the plan or program. w age rate and fringe benefits therefore only when the following criteria have been met:
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
2. Withholding
current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the The contracting agency shall upon its own action or upon written State DOT, the FHWA or the Wage and Hour Division of the request of an authorized representative of the Department of Labor, Department of Labor for purposes of an investigation or audit of withhold or cause to be withheld fromthe contractor under this compliance with prevailing w age requirements. It is not a violation contract, or any other Federal contract with the same prime of this section for a prime contractor to require a subcontractorto contractor, or any other federally-assisted contract subject to Davis- provide addresses and social security numbers to the prime Bacon prevailing w age requirements, which is held by the same contractor for its own records, without weekly submission to the prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of w ages required (2) Each payroll submitted shall be accompanied by a "Statement by the contract. In the event of failure to pay any laborer or of Compliance," signed by the contractor or subcontractor or his mechanic, including any apprentice, trainee, or helper, employed or or her agent who pays or supervises the payment of the working on the site of the work, all or part of the wages required by Person employed under the contract and shal centify the the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds (i) That the payroll for the payroll period contains the information until such violations have ceased.
required to be provided under $5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained
3. Payrolls and basic records under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete;
a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the w ork and preserved for a (ii) That each laborer or mechanic (including each helper, period of three years thereafter for all laborers and mechanics apprentice, and trainee) employed on the contract during the working at the site of the work. Such records shall contain the payroll period has been paid the full weekly w ages earned, name, address, and social security number of each such worker, without rebate, either directly or indirectly, and that no his or her correct classification, hourly rates of wages paid deductions have been made either directly or indirectly fromthe (including rates of contributions or costs anticipated for bona fide full w ages earned, other than permissible deductions as set fringe benefits or cash equivalents thereof of the types described in forth in Regulations, 29 CFR part 3; section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual w ages paid. (i) That each laborer or mechanic has been paid not less than the Whenever the Secretary of Labor has found under 29 CFR
applicable w age rates and fringe benefits or cash equivalents
5.5(a)(1)(iv) that the w ages of any laborer or mechanic include the for the classification of work performed, as specified in the amount of any costs reasonably anticipated in providing benefits applicable w age determination incorporated into the contract. under a plan or programdescribed in section 1(b)(2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that (3) The weekly submission of a properly executed certification set the plan or program is financially responsible, and that the plan or forth on the reverse side of Optional Form WH-347 shall program has been communicated in writing to the laborers or satisfy the requirement for submission of the "Statement of mechanics affected, and records whichshow the costs anticipated Compliance" required by paragraph 3.b.(2) of this section. or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall (4) The falsification of any of the above certifications may subject maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the contractor or subcontractorto civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the the apprentices and trainees, and the ratios and wage rates United States Code. prescribed in the applicable programs.
b. (1) The contractor shall submit weekly for each week in which c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for any contract work is performed a copy of all payrolls to the inspection, copying, or transcription by authorized contracting agency. The payrolls submitted shall set out accuratel representatives of the contracting agency, the State DOT, the and completely all of the information required to be maintained HWA, or the Department of Labor, and shall permit such
under 29 CFR 5.5(a) (3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the Instead the payrolls shall only need to include an individually required records or to make them available, the FHWA may, identifying number for each employee (e.g., the last four digits of after written notice to the contractor, the contracting agency or the employee's social security number). The required weekly payrol the State DOT, take such action as may be necessary to information may be submitted in any form desired. Optional Form cause the suspension of any further payment, advance, or WH-347 is available for this purpose fromthe Wage and Hour guarantee of funds. Furthermore, failure to submit the required http://www.dol.gov/esa/whd/foms/wh347instr.htmor its successor records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
4. Apprentices andtrainees The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment a. Apprentices (programs of the USDOL). and Training Administration.
Every trainee must be paid at not less than the rate specified in the Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant approved programfor the trainee's level of progress, expressed as to and individually registered in a bona fide apprenticeship program a percentage of the journeyman hourly rate specified in the registered with the U.S. Department of Labor, Employment and applicable w age determination. Trainees shallbe paid fringe Training Administration, Office of Apprenticeship Training, Employer benefits in accordance with the provisions of the trainee program. If and Labor Services, or with a State Apprenticeship Agency the trainee program does not mention fringe benefits, trainees shall recognized by the Office, or if a person is employed in his or her be paid the full amount of fringe benefits listed on the wage first 90 days of probationary employment as an apprentice in such determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship associated with the corresponding journeyman w age rate on the Training, Employer and Labor Services or a State Apprenticeship w age determination which provides forless than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate Agency (where appropriate) to be eligible for probationary employment as an apprentice. who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable w age rate on the w age determination for The allow able ratio of apprentices to journeymen on the job site in the classification of work actually performed. In addition, any trainee any craft classification shall not be greater than the ratio permitted performing work on the job site in excess of the ratio permitted to the contractor as to the entire work force under the registered under the registered program shall be paid not less than the program. Any worker listed on a payroll at an apprentice w age rate, applicable w age rate on the w age determination for the work who is not registered or otherwise employed as stated above, shall actually performed. be paid not less than the applicable w age rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess In the event the Employment and Training Administration withdraws of the ratio permitted under the registered program shall be paid not approval of a training program, the contractor will no longer be less than the applicable w age rate on the w age determination for permitted to utilize trainees at less than the applicable the work actually perfomed. Where a contractor is performing predetermined rate for the w ork performed until an acceptable program is approved.
construction on a project in a locality other than that in which its program is registered, the ratios and w age rates (expressed in percentages of the journeyman's hourly rate) specified in the Equal employment opportunity. The utilization of apprentices contractor's or subcontractor's registered programshall be rainees and journevmen under this part shall be in conformit observed. with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
Every apprentice must be paid at not less than the rate specified in the registered programfor the apprentice's level of progress, d. Apprentices and Trainees (programs of the U.S. DOT). expressed as a percentage of the journeymen hourly rate specified in the applicable w age determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the Apprentices and trainees working under apprenticeship and skill apprenticeship program. If the apprenticeship programdoes not training programs which have been certified by the Secretary of specify fringe benefits, apprentices must be paid the full amount of Transportation as promoting EEO in connection with Federal-aid fringe benefits listed on the w age determination for the applicable highway construction programs are not subject to the requirements classification. If the Administrator determines that a different of paragraph 4 of this Section I. The straight time hourly w age practice prevails for the applicable apprentice classification, fringes rates for apprentices and trainees under such programs will be shall be paid in accordance with that determination. established by the particular programs. The ratio of apprentices and ainees to journeymen shall not be greater than permitted by ti rms of the particular progra
In the event the Office of Apprenticeship Training, Employer and Labor services, or a State Apprenticeship Agency recognized by 5. Compliance with Copeland Act requirements. The contractor the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices atless mall comply with the requirements of 29 CFR part 3, which a corporated by reference in this contra
than the applicable predetermined rate for the work performed until an acceptable programis approved.
6. Subcontracts. The contractor or subcontractor shall insert b. Trainees (programs of the USDOL). Form FHWA-1273 in any subcontracts and also require the Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Yause in 2 FRi may be grounds for termination ortontract Training Administration.
contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
8. Compliance with Davis-Bacon and Related Act requirements. 3. Withholding for unpaid wages and liquidated damages. The All rulings and interpretations of the Davis-Bacon and Related Acts FHA or the contacting agency shall upon its own action or upon contained in 29 CFR parts 1, 3, and 5 are herein incorporated by written request of an authorized representative of the Department of reference in this contract. Labor withhold or cause to be withheld, fromany moneys payable on account of work performed by the contractor or subcontractor
9. Disputes concerning labor standards. Disputes arising out of under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract the labor standards provisions of this contract shall not be subject to subject to the Contract Work Hours and Safety Standards Act, the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of which is held by the same prime contractor, such sums as may be Labor set forth in CFR CFR parts 5, and and Disputes Disputes within the determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid w ages and liquidated meaning of this clause include disputes between the contractor (or damages as provided in the clause set forth in paragraph (2.) of this any of its subcontractors) and the contracting agency, the U.S section.
Department of Labor, or the employees or their representatives.
4. Subcontracts. The contractor or subcontractor shall insert in
10. Certification of eligibility.
any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to a. By entering into this contract, the contractor certifies that neither include these clauses in any low er tier subcontracts. The prime it (nor he or she) nor any person or firm who has an interest in the contractor shall be responsible for compliance by any subcontractor contractor's firmis a person or firm ineligible to be aw arded or low er tier subcontractorwith the clauses set forth in paragraphs Government contracts by virtue of section 3(a) of the Davis- (1.) through (4) of this section.
Bacon Act or 29 CFR 5.12(a) (1).
b. No part of this contract shall be subcontracted to any person or VI. SUBLETTING OR ASSIGNING THE CONTRACT firm ineligible for aw ard of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a) (1). This provision is applicable to all Federal-aid construction contracts on the National Highway System.
c. The penalty for making false statements is prescribed in the U.S. 1. The contractor shall performw ith its ow norganization contract Criminal Code, 18 U.S.C. 1001. w ork amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total V. CONTRACT WORK HOURS AND SAFETY STANDARDS original contract price, excluding any specialty items designated ACT by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted fromthe total original contract price The following clauses apply to any Federal-aid construction contract before computing the amount of w ork required to be performed in an amount in excess of $100,000 and subject to the overtime by the contractor's own organization (23 CFR 635.116). provisions of the Contract Work Hours and Safety Standards Act.
These clauses shall be inserted in addition to the clauses required a. The term "performw ork with its own organization" refers to by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the workers employed or leased by the prime contractor, and terms laborers and mechanics include watchmen and guards. equipment owned or rented by the prime contractor, with or without operators. Such termdoes not include employees or
1. Overtime requirements. No contractor or subcontractor equipment of a subcontractoror low ertier subcontractor, contracting for any part of the contract work which may require or agents of the prime contractor, or any other assignees. The involve the employment of laborers or mechanics shall require or term may include payments for the costs of hiring leased permit any such laborer or mechanic in any workweek in which he employees froman employee leasing firmmeeting all relevant or she is employed on such workto work in excess of forty hours in Federal and State regulatory requirements. Leased such workweek unless such laborer or mechanic receives employees may only be included in this term if the prime compensation at a rate not less than one and one-half times the contractor meets all of the following conditions:
basic rate of pay for all hours worked in excess of forty hours in such workweek. (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees;
(2) the prime contractor remains responsible for the quality of the
2. Violation; liability for unpaid wages; liquidated damages. In work of the leased employees; he event of any violation of the clause set forth in paragraph (1.) of (3) the prime contractor retains all pow er to accept or exclude this section, the contractor and any subcontractorresponsible individual emplovees fromw ork on the proiect: and therefor shall be liable for the unpaid w ages. In addition, such (4) the prime contractor remains ultimately responsible for the contractor and subcontractor shall be liable to the United States (in payment of predetermined minimum wages, the submission of the case of w ork done under contract for the District of Columbia or payrolls, statements of compliance and all other Federal a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and b. "Specialty Items" shall be construed to be limited to work that guards, employed in violation of the clause set forth in paragraph requires highly specialized know ledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
(1.) of this section, in the sum of $10 for each calendar day on which in order to assure high quality and durable construction in such individual was required or permitted to workin excess of the conformity with approved plans and specifications and a high standard workweek of forty hours without payment of the degree of reliability on statements and representations made by overtime w ages required by the clause set forth in paragraph (1.) engineers, contractors, suppliers, and workers on Federal-aid of this section. highway projects, it is essential that all persons concerned with the project performtheir functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation wih
2. The contract amount upon which the requirements set forth in respect to any facts related to the project is a violation of Federal paragraph (1) of Section Vl is computed includes the cost of law. To prevent any misunderstanding regarding the seriousness of material and manufactured products which are to be purchased these and similar acts, Form FHWA-1022 shall be posted on each or produced by the contractor under the contract provisions. Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the
3. The contractor shall furnish (a) a competent superintendent or project:
supervisor who is employed by the firm, has full authority to direct performance of the work in accordancewith the contract
requirements, and is in charge of all construction operations 18 U.S.C. 1020 reads as follow s:
(regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and "Whoever, being an officer, agent, or employee of the United engineering services) as the contracting officer determines is States, or of any State or Territory, or whoever, whethera person, necessary to assurethe performance of the contract. association, firm, or corporation, know ingly makes any false statement, false representation, or false report as to the character,
4. No portion of the contract shall be sublet, assigned or otherwise quality, quantity, or cost of the material used or to be used, or the disposed of except with the written consentof the contracting quantity or quality of the work performed or to be performed, or the officer, or authorized representative, and such consent when cost thereof in connection with the submission of plans, maps, given shall not be construed to relieve the contractor of any specifications, contracts, or costs of construction on any highway or responsibility for the fulfillment of the contract. Written consent related project submitted for approvalto the Secretary of will be given only after the contracting agency has assuredthat Transportation; or each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Whoever know ingly makes any false statement, false representation, false report or false claimw ith respect to the
5. The 30% self-performance requirement of paragraph (1) is not character, quality, quantity, or cost of any work performed or to be applicable to design-build contracts; however, contracting performed, or materials furnished or to be furnished, in connection agencies may establish their own self-performance requirements with the construction of any highway or related project approved by the Secretary of Transportation; or
Whoever know ingly makes any false statement or false
VII. SAFETY: ACCIDENT PREVENTION representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads This provision is applicable to all Federal-aid construction contracts Act approved July 1, 1916, (39 Stat. 355), as amended and and to all related subcontracts.
1. In the performance of this contract the contractor shall comply Shall be fined under this title or imprisoned not more than 5 years with all applicable Federal, State, and local law s governing or both." safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT
contracting officermay determine, to be reasonably necessary This provision is applicable to all Federal-aid construction contracts to protect the life and health of employees on the job and the and to all related subcontracts. safety of the public and to protect property in connection with the performance of the work covered by the contract.
. it is a condition of this contract, and shall be made a condition o ach subcontract, whichthe contractor enters into pursuant to his contract, that the contractor and any subcontractor shall no ermit any emplovee, in performance of the contract. to w ork ir surroundings or under conditions which are unsanitary, 1. That any person who is or will be utilized in the performance of hazardous or dangerous to his/her health or safety, as this contract is not prohibited fromreceiving an award due to violation of Section 508 of the Clean Water Act or Section 306 ol determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in the Clean Air Act. accordance with Section 107 of the Contract Work Hours and 2. That the contractor agrees to include or cause to be included the Safety Standards Act (40 U.S.C. 3704).
. Pursuant to 29 CFR 1926.3, it is a condition of this contract that requirements. he Secretary of Labor or authorized representativethereof. shal have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
Secretary under Section 107 of the Contract Work Hours and X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, Safety Standards Act (40 U.S.C.3704). INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, VIII. FALSE STATEMENTS CONCERNING HIGHWAY design-build contracts, subcontracts, lower-tier subcontracts, PROJECTS purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is This provision is applicable to all Federal-aid construction contracts estimated to cost $25,000 or more - as defined in 2 CFR Parts 180 and to all related subcontracts.
h. A participant in a covered transaction may rely upon a certification
1. Instructions for Certification- First Tier Participants: of a prospective participant in a low er tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from a. By signing and submitting this proposal, the prospective first tier the covered transaction, unless it know s that the certification is participant is providing the certification set out below. erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherw ise ineligible to b. The inability of a person to provide the certification set out below participate in covered transactions. To verify the eligibility of its will not necessarily result in denial of participation in this covered principals, as well as the eligibility of any low er tier prospective transaction. The prospective first tier participant shall submit an participants, each participant may, but is not required to, checkthe explanation of why it cannot provide the certification set out below. Excluded Parties List Systemw ebsite (https://www.epls.govD, which The certification or explanation will be considered in connection is compiled by the General Services Administration. w ith the department or agency's determination whetherto enter into this transaction. How ever, failure of the prospective first tier i. Nothing contained in the foregoing shall be construed to require participant to furnish a certification or an explanation shall the establishment of a systemof records in order to render in good disqualify such a person fromparticipation in this transaction. faith the certification required by this clause. The know ledge and information of the prospective participant is not required to exceed c. The certification in this clause is a material representation of fact that which is normally possessed by a prudent person in the upon which reliance was placed when the contracting agency ordinary course of business dealings. determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous j. Except for transactions authorized under paragraph (f) of these certification, in addition to other remedies available to the Federal instructions, if a participant in a covered transaction knowingly Government, the contracting agency may terminate this enters into a low er tier covered transaction with a person who is transaction for cause of default. suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies d. The prospective first tier participant shall provide immediate written available to the Federal Government, the department or agency notice to the contracting agency to w homthis proposal is may terminate this transaction for cause or default. submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.
2. Certification Regarding De barment, Suspension, Ineligibility e. The terms "covered transaction," "debarred,' "suspended," and Voluntary Exclusion - First Tier Participants:
"ineligible," "participant,' "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 a. The prospective first tier participant certifies to the best of its and 1200. "First Tier Covered Transactions" refers to any covered knowledge and belief, that it and its principals:
transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier (1) Are not presently debarred, suspended, proposed for Covered Transactions" refersto any covered transaction under a debarment, declared ineligible, or voluntarily excluded from First Tier Covered Transaction (such as subcontracts). "First Tier participating in covered transactions by any Federal department Participant" refers to the participant w ho has entered into a or agency; covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" (2) Have not within a three-year period preceding this proposal refers any participant who has entered into a covered transaction been convicted of or had a civiljudgment rendered against them with a First Tier Participant or other Lower Tier Participants (such for commission of fraud or a criminal offense in connection with as subcontractors and suppliers). obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; f. The prospective first tier participant agrees by submitting this violation of Federal or State antitrust statutes or commission of proposal that, should the proposed covered transaction be entered embezzlement, theft, forgery, bribery, falsification or destruction into, it shall not know ingly enter into any low er tier covered of records, making false statements, or receiving stolen transaction w ith a person who is debarred, suspended, declared property; ineligible, or voluntarily excluded fromparticipation in this covered transaction, unless authorized by the department or agency (3) Are not presently indicted for or otherwise criminally or civilly entering into this transaction. charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph g. The prospective first tier participant further agrees by submitting (a) (2) of this certification; and this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary (4) Have not within a three-year period preceding this Exclusion-Lower Tier Covered Transactions," provided by the application/proposal had one or more public transactions department or contracting agency, entering into this covered (Federal, State or local) terminated for cause or default.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
transaction, without modification, in all low er tier covered b. Where the prospective participant is unable to certify to any of transactions and in all solicitations for low er tier covered the statements in this certification, such prospective participant transactions exceeding the $25,000 threshold. shall attach an explanation to this proposal.
2. Instructions for Certification - Lower Tier Participants:
i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly (Applicable to all subcontracts, purchase orders and other low ertier enters into a low er tier covered transaction with a person who is transactions requiring prior FHWA approval or estimated to cost suspended, debarred, ineligible, or voluntarily excluded from $25,000 or more - 2 CFR Parts 180 and 1200) participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency a. By signing and submitting this proposal, the prospective lower ter w ith which this transaction originated may pursue available is providing the certification set out below. remedies, including suspension and/or debarment. *****
b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was Certification Regarding De barment, Suspension, Ineligibility entered into. If it is later determined that the prospective lower tier and Voluntary Exclusion-Lower Tier Participants:
participant know ingly rendered an erroneous certification, in 1. The prospective low ertier participant certifies, by submission of addition to other remedies available to the Federal Government, this proposal, that neither it nor its principals is presently the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered debarment.
transactions by any Federal department or agency.
c. The prospective low er tier participant shall provide immediate 2. Where the prospective low er tier participant is unable to certify to written notice to the person to which this proposalis submitted if any of the statements in this certification, such prospective at any time the prospective lower tier participant learns that its participant shall attach an explanation to this proposal. certification w as erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred,""suspended," XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS "ineligible," "participant," "person," "principal," and "voluntarily FOR LOBBYING excluded," as used in this clause, are defined in 2 CFR Parts 180 This provision is applicable to all Federal-aid construction contracts and 1200. You may contact the person to which this proposal is and to all related subcontracts which exceed $100,000 (49 CFR submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds 1. The prospective participant certifies, by signing and submitting and a participant (such as the prime or general contract). "Lower this bid or proposal, to the best of his or her know ledge and Tier Covered Transactions" refers to any covered transaction belief, that:
under a First Tier Covered Transaction (such as subcontracts). a. No Federal appropriated funds have been paid or will be paid "First Tier Participant" refers to the participant w ho has entered by or on behalf of the undersigned, to any person for influencing into a covered transaction with a grantee or subgrantee of or attempting to influence an officer or employee of any Federal Federal funds (such as the prime or general contractor). "Lower agency, a Member of Congress, an officer or employee of Tier Participant" refers any participant w hohas entered into a Congress, or an employee of a Member of Congress in covered transaction with a First Tier Participant or other Lower connection with the awarding of any Federal contract, the Tier Participants (such as subcontractors and suppliers). making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the e. The prospective low ertier participant agrees by submitting this extension, continuation, renew al, amendment, or modification of | proposal that, should the proposed covered transaction be any Federal contract, grant, loan, or cooperative agreement. entered into, it shall not know ingly enter into any low er tier b. If any funds other than Federal appropriated funds have been covered transaction with a person who is debarred, suspended, paid or will be paid to any person for influencing or attempting to declared ineligible, or voluntarily excluded from participation in influence an officer or employee of any Federal agency, a this covered transaction, unless authorized by the department or Member of Congress, an officer or employee of Congress, or an agency with which this transaction originated. employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the f. The prospective low ertier participant further agrees by submitting undersigned shall complete and submit Standard Form-LLL, this proposalthatit will include this clause titled "Certification "Disclosure Form to Report Lobbying," in accordance with its Regarding Debarment, Suspension, Ineligibility and Voluntary instructions.
Exclusion-Lower Tier Covered Transaction," without modification, in all low er tier covered transactions and in all solicitations for low er tier covered transactions exceeding the $25,000 threshold. 2. This certification is a material representation of fact upon which reliance w as placed when this transaction was made or entered g. A participant in a covered transaction may rely upon a into. Submission of this certification is a prerequisite for making certification of a prospective participant in a low er tier covered or entering into this transaction imposed by 31 U.S.C. 1352. transaction that is not debarred, suspended, ineligible, or Any person w ho fails to file the required certification shall be voluntarily excluded fromthe covered transaction, unless it knows subject to a civil penalty of not less than $10,000 and not more that the certification is erroneous. A participant is responsible for than $100,000 for each such failure. ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any 3. The prospective participant also agrees by submitting its bid or low er tier prospective participants, each participant may, but is proposal that the participant shall require that the language of not required to, check the Excluded Parties List System website this certification be included in all low er tier subcontracts, which
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised May 1, 2012
(https://www.epls.gov/, which is compiled by the General Services exceed information of participant is not required to exceed thai Administration. which is $100,000 and that all such recipients shall certify and disclose accordingly.
h. Nothing contained in the foregoing shall be construed to require establishment of a systemof records in order to render in good aith the certification required by this clause. The know ledge ano ormally possessed by a prudent person in the ordinary course (
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
12. FEMALE AND MINORITY GOALS
The omoy it fori e il an incriy ainaior eluie Caneai oistns ien eol it onsbcion contacas,) The nationwide goal for female utiliation is 6.9 percent.
The goals for minority utilization [45 Fed Reg 65984 (10/3/1980)] are as follows:
MINORITY UTILIZATION GOALS
Goal
Economic Area (Percent)
Redding CA:
174 Jon-SMSA (Standard Metropolitan Statistical Area) Counties 6.8 'A Lassen; CA Modoc; CA Plumas; CA Shasta; CÁ Siskiyou; CA Teham Eureka, CA
175 Non-SMSA Counties: 6.6
CA Del Norte; CA Humboldt; CA Trinity
San Francisco-Oakland-San Jose, CA:
SMSA Counties:
7120 Salinas-Seaside-Monterey, CA 28.9
-
25.6 7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo
19.6 CA Santa Clara, CA
176
7485 Santa Cruz, CA
14.9 CA Santa Cruz
7500 Santa Rosa
CA Sonoma 9.1
8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano 171
Non-SMSA Counties:
CA Lake; CA Mendocino; CA San Benito 23.2
Sacramento, CA:
SMSA Counties:
6920 Sacramento, CA 16.1
177
CA Placer; CA Sacramento; CA Yolo
Non-SMSA Counties 14.3
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba Stockton-Modesto, CA:
SMSA Counties:
5170 Modesto, CA 12.3
CA Stanislaus
178
8120 Stockton, CA 24.3
CA San Joaquin
Non-SMSA Counties 19.8
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne Fresno-Bakersfield, CA
SMSA Counties:
179 0680 Bakersfield, CA 19.1
CA Kern
2840 Fresno, CA 26.1
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
CA Fresno
Non-SMSA Counties: 23.6
CA Kings; CA Madera; CA Tulare
Los Angeles, CA:
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA 11.9
CA Orange 28.3
4480 Los Angeles-Long Beach, CA
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA 21.5
180
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA 19.0
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA 19.7
CA Santa Barbara
24.6 Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo
San Diego, CA:
16.9 181
Non-SMSA Counties 18.2
CA Imperial
For the last full week July during which work is performed underthe contract, you and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR-1391 (Appendix C to 23 CFF 30). Submit the forms by August 15
13. TITLE VI ASSURANCES
Juring the performance of this Agreement, the contractor, for itself, its assignees and successors in interes hereinafter collectively referred to as CONTRACTOR) agrees as follows (1) Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination (2) Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment. CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations.
(3) Solicitations for Sub-agreements. Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub- agreement, including procurements of materials or leases of equipment, each potential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR'S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. (4) Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the California Department of Transportation or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
required of CONTRACTOR is in the exclusive possession of anotherwho fails or refuses to furnish this information, CONTRACTOR shall so certify to the California Department of Transportation or the FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information. (5) Sanctions for Noncompliance: In the event of CONTRACTOR's noncompliance with the nondiscrimination provisions of this agreement, the California Department of Transportation shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
(a) withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
(b) cancellation, termination or suspension ofthe Agreement, in whole or in part. (6) Incorporation of Provisions: CONTRACTOR shall include the provisions of paragraphs (1) through (6) in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.
CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the California Department of Transportation or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub-applicant or supplier as a result of such direction, CONTRACTOR may request the California Department of Transportation enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.
14. USE OF UNITED STATES-FLAG VESSELS
The CONTRACTOR agrees-
1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carries, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels.
2. To Furnish within 20 days following the date of loading for shipments originating within the United State or with in 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated "on-board" commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Division of National Cargo, Office of Market Development, Maritime Administration, Washington, DC 20590.
3. To insert the substance ofthe provisions of this clause in all subcontracts issued pursuant to this contract.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Federal Trainee Program Special Provisions
(to be used when applicable)
15. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is This section applies if a number of trainees or apprentices is specified in the special provisions.
As part of your equal opportunity affirmative action program, provide on-the-job training to develop full journeymen in the types of trades or job classifications involved
You have primary responsibility for meeting this training requirement.
If you subcontract a contract part, determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in yoursubcontract.
Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.
Distribute the number of apprentices or trainees among the work classifications on the basis of your needs and the availability of journeymen in the various classifications within a reasonable recruitment area.
Before starting work, submit to the City/County of
1. Number of apprentices or trainees to be trained for each classification
2. Training program to be used
3. Training starting date for each classification
Obtain the City/County's of approval for this submitted information before you start work.
The City/County of credits you for each apprentice or trainee you employ on the work who is currently enrolled or becomes enrolled in an approved program.
The primary objective of this section is to train and upgrade minorities and women toward journeymen status. Make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainces, to the extent they are available within a reasonable recruitment area. Show that you have made the efforts. In making these efforts, do not discriminate against any applicant for training.
Do not employ as an apprentice or trainee an employee:
1. In any classification in which the employee has successfully completed a training course leading to journeyman status orin which the employee has been employed as a journeyman
2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
Ask the employee if the employee has successfully completed a training course leading to journeyman status orhas been employed as a journeyman. Your records must show the employee's answers to the questions.
In your training program, establish the minimum length and training type for each classification. The City/County of and FHWA approves a program if one of the following is met:
1. It is calculated to:
Meet the your equal employment opportunity responsibilities Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period
It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal-aid highway construction contracts
Obtain the State's approval for your training program before you start work involving the classification covered by the program.
January 2018
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Provide training in the construction crafts, not in clerk-typist or secretarial-type positions. Training is allowed in of an approved training program and does not make up a significant part of the overall training.
The City/County of reimburses you 80 cents per hour of training given an employee on this contract under an approved training program:
1. For on-site training
2. For off-site training if the apprentice or trainee is currently employed on a Federal-aid project and you do at least one of the following:
• Contribute to the cost of the training
• Provide the instruction to the apprentice or trainee
• Pay the apprentice's or trainee's wages during the off-site training period
3. If you comply this section.
Each apprentice or trainee must:
1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill
2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee:
1. Copy of the program you will comply with in providing the training •
January 2018
Local Assistance Procedures Manual Exhibit 15-G
Construction Contract DBE Commitment
EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT
1. Local Agency: 2. Contract DBE Goal:
3. Project Description:
4. Project Location:
5. Bidder's Name: 6. Prime Certified DBE: • 7. Bid Amount:
8. Total Dollar Amount for ALL Subcontractors: 9. Total Number of ALL Subcontractors:
10. Bid 12. DBE 14. DBE
11. Description of Work, Service, or Materials Certification 13. DBE Contact Information Dollar Item (Must be certified on the date bids are opened)
Number Supplied Number Amount
Local Agency to Complete this Section
$
21. Local Agency Contract Number:
15. TOTAL CLAIMED DBE PARTICIPATION
22. Federal-Aid Project Number:
23. Bid Opening Date:
24. Contract Award Date:
where applicable with the names and items of the work in the Local Agency certifies that all DBE certifications are valid and information on "Subcontractor List" submitted with your bid. Written confirmation of this form is complete and accurate.
25. Local Agency Representative's Signature 26. Date 16. Preparer's Signature 17. Date
27. Local Agency Representative's Name 28. Phone 18. Preparer's Name 19. Phone
29. Local Agency Representative's Title 20. Preparer's Title ISTRIBUTION: 1. Original - Local Agenc
.. Copy - Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days of contrar execution may result in de-obligation of federal funds on contract. Include additional copy with award package.
ADA Notice: 5980 or via records and Forms Managemen, 1720 lei, is Ms Sara emo, C 05894mallon cal (10) 854-8410 or TOD (816) 051-
July 23, 2015
Local Assistance Procedures Manual Exhibit 15-G
Construction Contract DBE Commitment
INSTRUCTIONS - CONSTRUCTION CONTRACT DBE COMMITMENT
CONTRACTOR SECTION
1. Local Agency - Enter the name of the local or regional agency that is funding the contract.
2. Contract DBE Goal - Enter the contract DBE goal percentage as it appears on the project advertisement.
3. Project Location - Enter the project location as it appears on the project advertisement.
4. Project Description - Enter the project description as it appears on the project advertisement (Bridge Rehab, Seismic Rehab, Overlay, Widening, etc).
5. Bidder's Name - Enter the contractor's firm name.
6. Prime Certified DBE - Check box if prime contractor is a certified DBE.
7. Bid Amount - Enter the total contract bid dollar amount for the prime contractor.
8. Total Dollar Amount for ALL Subcontractors - Enter the total dollar amount for all subcontracted contractors.
SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.
9. Total number of ALL subcontractors - Enter the total number of all subcontracted contractors. SUM = (DBEs + all Non-DBEs). Do not include the prime contractor information in this count.
10. Bid Item Number - Enter bid item number for work, services, or materials supplied to be provided.
11. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials to be provided. Indicate all work to be performed by DBEs including work performed by the prime contractor's own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.
12. DBE Certification Number - Enter the DBE's Certification Identification Number. All DBEs must be certified on the date bids are opened.
13. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted contractors.
Also, enter the prime contractor's name and phone number, if the prime is a DBE.
14. DBE Dollar Amount - Enter the subcontracted dollar amount of the work to be performed or service to be provided. Include the prime contractor if the prime is a DBE. See LAPM Chapter 9 for how to count full/partial participation.
15. Total Claimed DBE Participation - $: Enter the total dollar amounts entered in the "DBE Dollar Amount" column. %: Enter the total DBE participation claimed ("Total Claimed DBE Participation Dollars" divided by item "Bid Amount"). If the total % claimed is less than item "Contract DBE Goal," an adequately documented Good Faith Effort (GFE) is required (see Exhibit 15-H DBE Information - Good Faith Efforts of the LAPM).
16. Preparer's Signature - The person completing the DBE commitment form on behalf of the contractor's firm must sign their name.
17. Date - Enter the date the DBE commitment form is signed by the contractor's preparer.
18. Preparer's Name - Enter the name of the person preparing and signing the contractor's DBE commitment form.
19. Phone - Enter the area code and phone number of the person signing the contractor's DBE commitment form.
20. Preparer's Title - Enter the position/title of the person signing the contractor's DBE commitment form.
LOCAL AGENCY SECTION
21. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
22. Federal-Aid Project Number - Enter the Federal-Aid Project Number.
23. Bid Opening Date - Enter the date contract bids were opened.
24. Contract Award Date - Enter the date the contract was executed.
25. Local Agency Representative's Signature - The person completing this section of the form for the Local Agency must sign their name to certify that the information in this and the Contractor Section of this form is complete and accurate.
26. Date - Enter the date the DBE commitment form is signed by the Local Agency Representative.
27. Local Agency Representative's Name - Enter the name of the Local Agency Representative certifying the contractor's DBE commitment form.
28. Phone - Enter the area code and phone number of the person signing the contractor's DBE commitment form.
29. Local Agency Representative Title - Enter the position/title of the Local Agency Representative certifying the contractor's DBE commitment form.
July 23, 2015
Local Assistance Procedures Manual Exhibit 15-H
DBE Information - Good Faith Effort
EXHIBIT 15-H DBE INFORMATION -GOOD FAITH EFFORTS
DBE INFORMATION - GOOD FAITH EFFORTS
Federal-aid Project No. HPLUL-5168(017) _Bid Opening Date May 22, 2018 The City of Calexico _established a Disadvantaged Business Enterprise (DBE) goal of % for this project. The information provided herein shows that a good faith effort was made.
Lowest, second lowest and third lowest bidders shall submit the following information to document adequate reasons, e.g., a DBE firm was not certified at bid opening, or the bidder made a mathematical error.
Submittal of only the "Local Agency Bidder DBE Commitment" form may not provide sufficient documentation to demonstrate that adequate good faith efforts were made.
The following items are listed in the Section entitled "Submission of DBE Commitment" of the Special Provisions:
A. The names and dates of each publication in which a request for DBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs of publication):
Publications Dates of Advertisement
B. The names and dates of written notices sent to certified DBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the DBEs were interested (please attach copies of solicitations, telephone records, fax confirmations, etc.):
Names of DBEs Solicited Date of Initial Follow Up Methods and Dates Solicitation
OB 12-04 June 29, 2012
Exhibit 15-H Local Assistance Procedures Manual
DBE Information -Good Faith Effort
C. The items of work which the bidder made available to DBE firms including, where appropriate, any breaking down of the contract work items (including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation was made available to DBE firms.
Items of Work Bidder Normally Breakdown of Amount Percentage Performs Item Items ($) Of
(Y/N) Contract
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE:
Names, addresses and phone numbers of rejected DBEs and the reasons for the bidder's rejection of the DBEs:
Names, addresses and phone numbers of firms selected for the work above:
E. Efforts made to assist interested DBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the plans, specifications and requirements for the work which was provided to DBEs:
June 29, 2012 OB 12-04
Local Assistance Procedures Manual Exhibit 15-H
DBE Information - Good Faith Effort
F. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials or pelated as rease from tes excluding supr or andreiapment the DBE subcontractor G. The names of agencies, organizations or groups contacted to provide assistance in contacting, recruiting and using DBE firms (please attach copies of requests to agencies and any responses received, i.e., lists, Internet page download, etc.):
Name of Agency/Organization Method/Date of Contact Results H. Any additional data to support a demonstration of good faith efforts (use additional sheets if necessary):
NOTE: USE ADDITIONAL SHEETS OF PAPER IF NECESSARY.
OB 12-04 June 29, 2012
Local Assistance Procedures Manual Exhibit 17-F
Final Report-Utilization of Disadvantaged Business Enterprises (DBE) and First-Tier Subcontractors EXHIBIT 17-F FINAL REPORT-UTILIZATION OF DISADVANTAGED BUSINESS ENTERPRISES (BE) AND FIRST-TER SUBCONTRACTORS
1. Local Agency Contract Number 2. Federal-Aid Project Number 3. Local Agency 4. Contract Completion Date
5. Contractor/Consultant 6. Business Address 7. Final Contract Amount
8. Contract 9. Description of Work, Service, or 10. Company Name and 11. DBE 12. Contract Payments 13. Date 14. Date of Item Certification Work Final
Number Materials Supplied Business Address Number Non-DBE DBE Completed Payment
15. ORIGINAL DBE COMMITMENT AMOUNT $ 16. TOTAL
List all first-tier subcontractors/subconsultants and BEs regardless of tier whether or not the firms were originally listed for goal credit. If actual DBE utilization (or item of work) was different than that approved at the time of award, provide comments on an additional page. List actual amount paid to each entity. If no subcontractors/subconsultants were used on the contract, indicate on the form.
I CERTIFY THAT THE ABOVE INFORMATION IS COMPLETE AND CORRECT
17. Contractor/Consultant Representative's Signature 18. Contractor/Consultant Representative's Name
I CERTIFY THAT THE CONTRACTING RECORDS AND ON-SITE PERFORMANCE OF THE DE(S) HAS BEEN MONITORED
21. Local Agency Representative's Signature 22. Local Agency Representative's Name 23. Phone 24. Date DISTRIBUTION: Original - Local Agency, Copy - Caltrans District Local Assistance Engineer. Include with Final Report of Expenditures ADA NOTICE: For individuals with sensory disabilities, this document is available in alternate formats. For information, call (916) 445-1233, Local Assistance Procedures Manual TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.
July 23, 2015
Local Assistance Procedures Manual Exhibit 17-F
Final Report-Utilization of Disadvantaged Business Enterprises (DBE) and First-Tier Subcontractors
INSTRUCTIONS - FINAL REPORT-UTILIZATION OF DISADVANTAGED BUSINESS
ENTERPRISES (DBE) AND FIRST-TIER SUBCONTRACTORS
1. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
2. Federal-Aid Project Number - Enter the Federal-Aid Project Number.
3. Local Agency - Enter the name of the local or regional agency that is funding the contract.
4. Contract Completion Date - Enter the date the contract was completed.
5. Contractor/Consultant - Enter the contractor/consultant's firm name.
6. Business Address - Enter the contractor/consultant's business address.
7. Final Contract Amount - Enter the total final amount for the contract.
8. Contract Item Number - Enter contract item for work, services, or materials supplied provided. Not applicable for consultant contracts.
9. Description of Work, Services, or Materials Supplied - Enter description of work, services, or materials provided. Indicate all work to be performed by DBEs including work performed by the prime contractor/consultant's own forces, if the prime is a DBE. If 100% of the item is not to be performed or furnished by the DBE, describe the exact portion to be performed or furnished by the DBE. See LAPM Chapter 9 to determine how to count the participation of DBE firms.
10. Company Name and Business Address - Enter the name, address, and phone number of all subcontracted contractors/consultants. Also, enter the prime contractor/consultant's name and phone number, if the prime is a DBE.
11. DBE Certification Number - Enter the DBE's Certification Identification Number. Leave blank if subcontractor is not a DBE.
12. Contract Payments - Enter the subcontracted dollar amount of the work performed or service provided.
Include the prime contractor/consultant if the prime is a DBE. The Non-DBE column is used to enter the dollar value of work performed by firms that are not certified DBE or for work after a DBE becomes decertified
13. Date Work Completed - Enter the date the subcontractor/subconsultant's item work was completed.
14. Date of Final Payment - Enter the date when the prime contractor/consultant made the final payment to the subcontractor/subconsultant for the portion of work listed as being completed
15. Original DBE Commitment Amount - Enter the "Total Claimed DBE Participation Dollars" from Exhibits 15-G or 10-02 for the contract.
16. Total - Enter the sum of the "Contract Payments" Non-DBE and DBE columns.
17. Contractor/Consultant Representative's Signature - The person completing the form on behalf of the contractor/consultant's firm must sign their name.
18. Contractor/Consultant Representative's Name - Enter the name of the person preparing and signing the form.
19. Phone - Enter the area code and telephone number of the person signing the form.
20. Date - Enter the date the form is signed by the contractor's preparer.
21. Local Agency Representative's Signature - A Local Agency Representative must sign their name to certify that the contracting records and on-site performance of the DBE(s) has been monitored.
22. Local Agency Representative's Name - Enter the name of the Local Agency Representative signing the form.
23. Phone - Enter the area code and telephone number of the person signing the form.
24. Date - Enter the date the form is signed by the Local Agency Representative.
July 23, 2015
Local Assistance Procedures Manual Exhibit 17-0
Disadvantaged Business Enterprises (DBE) Certification Status Change EXHIBIT 17-0 DISADVANTAGED BUSINESS ENTERPRISES (DBE) CERTIFICATION STATUS CHANGE
1. Local Agency Contract Number 2. Federal-Aid Project Number 3. Local Agency 4. Contract Completion Date
5. Contractor/Consultant 6. Business Address 7. Final Contract Amount
8. Contract 10. DBE 12. Certification/
11. Amount Paid Decertification 13. Comments
Item 9. DBE Contact Information Certification While Certified Date Number Number (Letter Attached)
if there were no changes in the DBE certification of subcontractors/subconsultants, indicate on the form.
I CERTIFY THAT THE ABOVE INFORMATION IS COMPLETE AND CORRECT
14. Contractor/Consultant Representative's Signature 15. Contractor/Consultant Representative's Name 16. Phone 17. Date
I CERTIFY THAT THE CONTRACTING RECORDS AND ON-SITE PERFORMANCE OF THE DBE(S) HAS BEEN MONITORED
18. Local Agency Representative's Signature 19. Local Agency Representative's Name 20. Phone 21. Date DISTRIBUTION: Original - Local Agency, Copy - Caltrans District Local Assistance Engineer. Include with Final Report of Expenditures ADA NOTICE: For individuals with sensory disabilities, this document is available in alternate formats. For information, call (916) 445-1233, Local Assistance Procedures Manual TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814.
July 23, 2015
Local Assistance Procedures Manual Exhibit 17-0
Disadvantaged Business Enterprises (DBE) Certification Status Change
INSTRUCTIONS -DISADVANTAGED BUSINESS ENTERPRISES (DBE)
CERTIFICATION STATUS CHANGE
1. Local Agency Contract Number - Enter the Local Agency contract number or identifier.
2. Federal-Aid Project Number - Enter the Federal-Aid Project Number.
3. Local Agency - Enter the name of the local or regional agency that is funding the contract.
4. Contract Completion Date - Enter the date the contract was completed.
5. Contractor/Consultant - Enter the contractor/consultant's firm name.
6. Business Address - Enter the contractor/consultant's business address.
7. Final Contract Amount - Enter the total final amount for the contract.
8. Contract Item Number - Enter contract item for work, services, or materials supplied provided. Not applicable for consultant contracts.
9. DBE Contact Information - Enter the name, address, and phone number of all DBE subcontracted contractors/consultants.
10. DBE Certification Number - Enter the DBE's Certification Identification Number.
11. Amount Paid While Certified - Enter the actual dollar value of the work performed by those subcontractors/subconsultants during the time period they are certified as a DBE.
12. Certification/Decertification Date (Letter Attached) - Enter either the date of the Decertification Letter sent out by the Office of Business and Economic Opportunity (OBEO) or the date of the Certification Certificate mailed out by OBEO.
13. Comments - If needed, provide any additional information in this section regarding any of the above certification status changes.
14. Contractor/Consultant Representative's Signature - The person completing the form on behalf of the contractor/consultant's firm must sign their name.
15. Contractor/Consultant Representative's Name - Enter the name of the person preparing and signing the form.
16. Phone - Enter the area code and telephone number of the person signing the form.
17. Date - Enter the date the form is signed by the contractor's preparer.
18. Local Agency Representative's Signature - A Local Agency Representative must sign their name to certify
that the contracting records and on-site performance of the DBE(s) has been monitored.
19. Local Agency Representative's Name - Enter the name of the Local Agency Representative signing the form.
20. Phone - Enter the area code and telephone number of the person signing the form.
21. Date - Enter the date the form is signed by the Local Agency Representative.
July 23, 2015
ATTACHMENT NO. 2
SIDEWALK IMPROVEMENT PROJECT
ON GRANT STREET BETWEEN PIERCE AVENUE AND EMILIA DRIVE,
CALEXICO STREET BETWEEN ADLER AVENUE TO KLOKE AVENUE,
VAN DE GRAAFF AVENUE BETWEEN COLE BOULEVARD AND CALEXICO 10 THEATERS CML-5168(036)
CITY OF CALEXICO, CA
TOWNCENTER IND. NORTH END
VAN DE
GRAAFF AVE
(SHT.5)
KENNEDY ELDORADO ZONE
LAS CASITAS
WEST CORE GRANT ST
(SHT. 37
EAST CORE LAS BRISAS
CALEXICO ST
(SHT. 4)
AIRPORT ZONES DOWNTOWN
VICINITY MAP
SHEET INDEX SCALE=NTS
No. SHEET DESCRIPTION
TITLE SHEET PROJECT LIMITS:
2 GENERAL CONSTRUCTION NOTES
GRANT STREET
GRANT STREET BETWEEN PIERCE AVENUE
AND SOUTH OF EMILIA DRIVE
4 CALEXICO STREET
CALEXICO STREET
VAN DE GRAAFF STREET BETWEEN ADLER AVENUE
AND KLOKE AVENUE Har e au to ch a eNi.
6 CLX DETAILS - UTILITY LAYOUT & SIDEWALK
Underground Service Alert
CLX DETAILS (2) - CURB & DRIVEWAY VAN DE GRAAFF AVENUE Call: TOLL FREE
BETWEEN COLE BOULEVARD
CLX DETAILS (3) - CONFINED RW DRIVEWAY AND CALEXICO IO THEATERS 811 TNO SORUNG OYS BETERE YOU DIG.
CLX DETAILS (4) - PARKWAY ALLEY APPROACH
10 CLX DETAILS (5) - ALLEY TRAFFIC CONTROL NAUTHORIZEO CHANGES AND USES esign Engineer will not be responsible for
|| CURB RAMP DETAILS or loble for, unauthorized changes to or uses of these plans. All changes to the
plans must be in writing and must be
approved by the preparer of these plans.
APPROVED BY DATE PROJECT DESCRIPTION: SHEET TITLE: SHEET PHILCTA DRAWN BY SIDEWALK IMPROVEMENT PROJECT ON GRANT 01
IVAN NEGRETE STREET BETWEEN PIERCE AVENUE AND EMILIA
REG PHILLIP WEST
DRIVE, CALEXICO STREET BETWEEN ADLER TITLE SHEET OF
Phill West Exp. p . 7730/25 DATE AVENUE TO KLOKE AVENUE, AND VAN DE
07.29.2024 07.29.2024 GRAAFF BETWEEN COLE BOULEVARD AND STATE OF CALEXICO 10 THEATERS CML-5168(036) 11
PROJECT MANAGER/ENGINEER
GENERAL CONSTRUCTION NOTES
CITY OF CALEXICO, CA
STREETY OF CALEND ENCROACHMENT 12. UNDERGROUND SERVICE ALERT (USA) MUST BE CALLED TWO DAYS BEFORE CITY OF CALEXICO ENCROACHMENT PERMIT CONDITIONS AND PROVISIONS THE CONTRACTOR MAY EXCAVATE. CONTACT NUMBER (800) 227-2600. ALL WORK
SHALL TAKE PRECEDENCE OVER THE APPROVED PLANS AND SPECIFICATIONS FOR AND MATERIALS ARE SUBJECT TO THE INSPECTION AND APPROVAL FROM THE ANY CONFLICTS. CITY OF CALEXICO DEPARTMENT OF GENERAL SERVICES OR THEIR REPRESENTATIVE.
THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF
CALENDARE ARE REASONS AN KIND SHALL BE MADE TO THESE PLANS WITHOUT THE P
BY THE DIRECTOR OF GENERAL SERVICES (OR CALTRANS) WRITTEN APPROVAL OF BOTH THE CITY OF CALEXIGO ENGINEER (OR HIS REPRESENTATIVE AND THE ENGINEER OF RECORD. A REPRODUCIBLE AS-BUILT F
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT SET WILL BE PROVIDED TO THE GENERAL SERVICES DEPARTMENT AS A CONDITIO CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT SUBSTANTIAL CONSTRUCTION COMPLETION AND PRIOR TO ACCEPTANCE.
BOUNDARY
14. ALL WORK AND MATERIALS SHALL CONFORM TO THESE PLANS AND
4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SPECIFICATIONS. THE CITY OF CALEXICO DEPARTMENT OF GENERAL SERVICES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE STANDARDS AND ENCROACHMENT PERMIT CONDITIONS, ANY REFERENCED RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING STANDARDS AND SPECIFICATIONS AND THE SPECIFICATIONS & THE REQUIREMEN FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS THE AGENCIES REFERRED TO HEREIN. ALL WORK SHOWN OR INDICATED BY THES
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING PLANS SHALL BE COMPLETED IN ACCORDANCE WITH THE STANDARDS, POLICIES A FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT REGULATIONS OF CITY OF CALEXICO: WHERE. OR IF, CONFLICTS OCCUR, THEN TO SHOWN ON THESE PLANS. CITY OF CALEXICO REQUIREMENTS SHALL GOVERN.
5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE 15. UNLESS SPECIFICALLY INDICATED OTHERWISE METHODS EMPLOYED AND MAT
DONE SHALL BE CONFIRMED BY FIELD SURVEY PRIOR TO CONSTRUCTION OF NEW USED IN THE CONSTRUCTION OF ALL OFFSITE IMPROVEMENTS SHALL CONFORM WORK. THE APPLICABLE PROVISIONS OF THE "STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS IN 2022 EDITION, ALL WORK IS SUBJECT TO INSPECTION AND APPROVAL AS REQUIRED.
NO LESS THAN 3 WORKING DAYS PRIOR TO ANY EXCAVATION OR TRENCHING.
EACH CONTRACTOR DOING SUCH WORK SHALL CONTACT THE FOLLOWING 16. IF NECESSARY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
AGENCIES SO THAT EXISTING UNDERGROUND UTILITIES MAY BE LOCATED, THE OST AN EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF AGENCY MAY REQUIRE AN INSPECTOR TO BE PRESENT. SAFETY AN ADHERE TO ALL. PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS AN STANDARDS.
I. CITY OF CALEXICO PUBLIC WORKS DEPARTMENT (760) 768-2160 17. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN A GENERAL (WATER, SEWER AND GENERAL SERVICES) CONSTRUCTION ACTIVITY STORM WATER PERMIT FROM THE STATE WATER
2. IRRIGATION DISTRICT (POWERI (760) 339-9280 RESOURCES CONTROL BOARD DIVISION OF WATER QUALITY, CONTACT STATE IRRIGATION DISTRICT (WATERS (760) 338-5285 WATER RESOURCES CONTROL BOARD, DIVISION OF WATER QUALITY, ATTENTION:
PACIFIC BELL (800) 422-4133 STORM WATER PERMIT UNIT, P.O. BOX 1977, SACRAMENTO, CALIFORNIA, 95812.
THE GAS CO. (8001 422-4133/800) 227-2600
18. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM INDES) PERMIT.
EXISTING UNDERGROUND UTILITIES OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NO) WITH THE
STATE WATER RESOURCES CONTROL BOARD, PREPARE A STORM WATER BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND POLLUTION PREVENTION PLAN (SIPPP) AND MONITORING PLAN FOR THE SITE.
UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE 19. ERODED SEDIMENTS OR REMOVED MATTERIALS MUS BE RETAINED ON SITE
RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES, LOCATION OF AND PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY FORCES OF WIND ALL EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY OR WATER. CONTRACTOR SHALL REFER TO THE CA CASQA BMP HANDBOOK FOR CONTRACTOR PRIOR TO CONSTRUCTION OF WORK.
CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 20. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT WORK
THE UTILITY LINES SHOW HEREON AND ANY OTHER EXISTING LINES NOT OF AREA, TRAFFIC CONTROL HANDBOOK OR AS DIRECTED BY THE CITY OF CALEXICO RECORD OR NOT SHOWN ON THESE PLANS. ENGINEER.
ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH OF EXISTING 2I. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL AT ALL TIMES.
UNDERGROUND SERVICES SHALL BE THE CONTRACTORS RESPONSIBILITY, THE CONTRACTOR SHALL PROVIDE 24-HOUR SERVICE TO REMOVE, INSTALL, RELOCATE CONTRACTOR SHALL NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY. PACIFIC AND MAINTAIN WARNING DEVICES. THE CONTRACTOR SHALL PROVIDE A PHONE
BELL, TELEPHONE COMPANY, IRRIGATION DISTRICT AND ANY OTHER AFFECTED NUMBER WHERE THE CONTRACTOR'S SUPERVISOR IN CHARGE OF THIS PROJECT UTILITY AGENCIES PRIOR TO STARTING HIS WORK NEAR SUCH UTILITY FACILITIESCAN BE REACHED 24 HOURS A DAY, SEVEN DAYS A WEEK.
AND SHALL COORDINATE HIS WORK WITH UTILITY REPRESENTATIVES. FOR LOCATION OF UNDERGROUND UTILITIES AND APPURTENANCES, CONTACT 22. ANY EXISTING SURVEY MONUMENTS OR CITY OF CALEXICO RECOGNIZED "UNDERGROUND SERVICE ALERT* AT 8II. BENCHMARKS SHALL BE PROTECTED BY THE CONTRACTOR. SHOULD ANY SUCH MONUMENTS OR BENCHMARKS 8E REMOVED, DAMAGED, OBLITERATED OR ALTERED
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE BY THE CONTRACTORS OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE UTILITY AGENCIES. ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR FOR PROPER RESETTING OF THE SAME AS PER THE SUBDIVISION MAP ACT, THE THE COST OF RELOCATIONS, IF NEEDED. PROFESSIONAL LAND SURVEYORS ACT AND TO THE SATISFACTION OF THE CITY OF CALEXICO CITY ENGINEER, GENERAL SERVICES DIRECTOR. SUCH POINTS FACE OR EOUS TENT. ALL SIGNS TO BE ALUMINUM WITH 3M HIGH INTENSITY TYPE REFLECTIVE SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY
A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
9. CONTRACTOR WILL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY STRIPI APPROPRIATE SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR PAVEMENT MARKERS. OR LEGENDS OBLITERATED SY THE CONSTRUCTION OF TE
23. THE NOTES LISTED ABOVE ARE A MINIMUM LIST. THIS DOES NOT RELIEVE
THE CONTRACTOR SHALL DO ALL NEW STRIPING AND SANDBLASTING OF THE CONTRACTOR FROM COMPILING WITH ADDITIONAL NOTES THAT MAY BE REDUNDANT STRIPING. REQUIRED FOR THE PROJECT.
II. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AN ENCROACHMENT 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE WORK PERMIT FROM THE CITY OF CALEXICO OF DEPARTMENT OF DEVELOPMENT SERV AREA. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED FOR ANY EXCAVATION OR CONSTRUCTION WITHIN CITY OF CALEXICO ROAD OVERNIGHT WITHIN PUBLIC RIGHT-OF-WAY.
RIGHT-OF-WAY. FOR INSPECTIONS, 48 HOUR MINIMUM NOTICE IS REQUIRED.
APPROVED BY DATE PROJECT DESCRIPTION: SHEST TITLE. SHEET
DRAWN BY SIDEWALK IMPROVEMENT PROJECT ON GRANT
02 IVAN NEGRETE STREET BETWEEN PIERCE AVENUE AND EMILIA
PHILLIP WEST GENERAL
DRIVE, CALEXICO STREET BETWEEN ADLER OF
Phally West Exp. 02720/25 DATE AVENUE TO KLOKE AVENUE, AND VAN DE CONST. NOTES
07.29.2024 GRAAFF BETWEEN COLE BOULEVARD AND
STATE OF 07.29.2024
CALIFORHIA 11
PROJECT MANAGER/ENGINEER CALEXICO 10 THEATERS CML-5168(036)
GRANT ST
CITY OF CALEXICO, CA
(BID. ALT. DWY.) 6 27.5 CONSTRUCTION NOTES
DESCRIPTION UNIT QTY.
22.0 O REMOVE EXIST. SURFACE & CONSTRUCT NEW 4 IN. SIDEWALK, SF 1,730
42.5 INCLUDING SAND BASE BELOW SIDEWALK FOR PROPER GRADE
14.0 REMOVE & REPLACE EXIST. SIDEWALK (4 IN) SF 1,250
34.0 (34") REMOVE EXIST. CURB OR AC BERM & 2 FT. OF EXIST. AC PAVEMENT & CONSTRUCT NEW CURB & GUTTER.
(4) REMOVE & REPLACE EXIST. CURB & GUTTER LF 150
14.0 45.5
REMOVE EXIST. PARKWAY OR ASPHALT DRIVEWAY & CONSTRUCT 550
NEW DRIVEWAY SF
(TYP.
(6) REMOVE & REPLACE EXIST. CONC. DRIVEWAY SF 150
710
REMOVE EXIST. PARKWAY OR ASPHALT ALLEY APPROACH &
CONSTRUCT NEW CONC. ALLEY APPROACH SF 250
(25') REMOVE & REPLACE EXIST. CONC. ALLEY APPROACH ---
REMOVE EXIST. CURB RETURN (RADIUS) & CONSTRUCT NEW CONC.
CURB RAMP
36.0 50.0 10) REMOVE & REPLACE EXIST. CONC. CURB RAMP EA REMOVE EXIST. TOPO FEATURES (FENCES, POSTS, BARRICADES, ETC). EA (28') COORDINATE WITH CITY FOR SALVAGING OR DISPOSAL
(PLANT)
TRIM AND/OR REMOVE EXIST. TREE OR LANDSCAPING FEATURE AS EA
NECESSARY OR AS DIRECTED
PROTECT IN PLACE EXIST. FEATURE. FOR UTILITY BOXES/LIDS IN THE
94.5 p) EA 12
PROP. CONCRETE, RAISE BOXES/LIDS TO GRADE.
SEE DETAIL
IF
TREO'D" - 7.0' CLOSE GAP BEHIND
SIDEWALK (SEE NOTE 2)
FILL SURFACE - PROP. SIDEWALK
54.0' EXIST.
28.0 POWER POLE - PROP. DWY
ASREQO
EXIST. CURB
2.2'
L DAYLIGHT
- EXIST. SURFACE
6.7 APPROX, ONLY (VARIES) (VARIES)
4.5'l A-A
4.5 (TYP, ALL DWYS.) SEE NOTE 2
MATCH EXIST, WIDTH f5.0 -FILL
SURFACE -PROP.
• PROP. SIDEWALK •EXIST./PROP.
83.0' SIDEWALK 2%
GRANT f CURB
7.0° & GUTTER
PROTECT METER
(RAISE TO GRADE)
(POLE) B-B
CLOSE GAP- -SAND BASE UNDER CONC.
BEHIND SIDEWALK (SEE SHT. 6)
SEE NOTE 2
DETAIL SECTIONS
42.0' 28.0 (ТУP.) (TYP.)
NOTES:
1. SIDEWALKS SHALL BE CONSTRUCTED PER DETAILS ON SHT. 6. CURB & GUTTER SHALL BE CONSTRUCTED PER DETAIL ON SHT. 7. DRIVEWAYS SHALL BE CONSTRUCTED PER DETAILS ON SHTS. 7 & 8. ALLEY APPROACHES SHALL BE CONSTRUCTED PER DETAIL ON SHT. 9. CURB RAMPS SHALL BE CONSTRUCTED PER DETAIL ON SHT. 11.
65.5' 2. ELEVATIONS OF EXIST. ADJACENT SURFACES MAY BE LOWER THAN THE PROPOSED CONCRETE. CONTRACTOR SHALL FILL SURFACES IMMEDIATELY BEHIND THE WALK 1) AVOID EROSION OF THE SUBGRADE UNDERNEATH THE (20")
NEW CONCRETE, 2) ENSURE THAT DRAINAGE PATHWAYS ARE MAINTAINED, AND 3) TO AVOID INJURY FROM UNEVEN SURFACES. THE INTENT IS TO FILL ONLY SURFACES UP TO THE PROPERTY LINE. EXACT DAYLIGHT POINT WILL VARY, AND MAY REQUIRE WORK BEYOND THE PROPERTY LINE. FILL SURFACES SHALL MATCH EXIST. (I.E. SOIL, GRAVEL, ASPHALT, CONCRETE, ETC.). FILL AT DRIVEWAYS VARIES FROM SIDEWALK ONLY. SEE DETAIL ABOVE.
EXCEPTIONS TO SURFACE FILL REQUIREMENT MAY BE MADE WHERE PERVIOUS SURFACES EXIST BEHIND
37.0 6 24.0 CONCRETE AND/OR WHEN REVERSE GRADES OCCUR, UPON APPROVAL BY CITY.
3. PROTECT IN PLACE ALL EXIST. UTILITIES, UNLESS OTHERWISE INDICATED ON PLANS OR AS-REQUIRED/DIRECTED IN 4 THE FIELD. IF UTILITIES REQUIRE ADJUSTMENT, THE LAYOUT OF UTILITIES SHALL CONFORM TO THE UTILITY LAYOUT DETAIL ON SHEET 06.
(20") 4. BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL SHALL BE SET UP PER DETAIL ON SHT. 10. CONTRACTOR
56.0 MAY PROVIDE EMERGENCY AULES FOR RESIDENIS, VEHICLES, AND PEDES RANS, AND RESIURE TRAFFIO SIGN CONTROL AFTER SAFE PASSAGE OF SUCH. UNFINISHED CONSTRUCTION SHALL BE PROTECTED FROM PUBLIC ACCESS TO ENSURE SAFETY AND AVOID INJURY.
(20")
SYMBOLS
R & R CONCRETE SIDEWALK R & R HANDICAP RAMP
R & R DRIVEWAY APPROACH EXISTING MANHOLE
R & R CUR8 & GUTTER EXISTING CATCH BASIN
PIERCE AVE
• D POWER POLE, HYDRANT ©M MONUMENT, VALVES, ETC.
APPROVED BY PROJECT DESCRIPTION: SHEET TITLE: SHeET
RATE
DRAWN BY
SIDEWALK IMPROVEMENT PROJECT ON GRANT 03
IVAN NEGRETE STREET BETWEEN PIERCE AVENUE AND EMILIA
PHILLIP WEST
DRIVE, CALEXICO STREET BETWEEN ADLER GRANT ST
OF
Philly West хр. 07730/25 DATE AVENUE TO KLOKE AVENUE, AND VAN DE
07.29.2024 GRAFF BETWEEN COLE BOULEVARD AND
STATE OF CALIFORN 07.29.2024
11 PROJECT MANAGER/ENGINEER CALEXICO 10 THEATERS CML-5168(036)
CALEXICO ST
CITY OF CALEXICO, CA
CONSTRUCTION NOTES
DESCRIPTION UNIT QTY.
KLOKE RD
REMOVE EXIST. SURFACE & CONSTRUCT NEW 4 IN. SIDEWALK, SF 2,685
INCLUDING SAND BASE BELOW SIDEWALK FOR PROPER GRADE
(BOLLARDS) P REMOVE & REPLACE EXIST. SIDEWALK (4 IN) -
REMOVE EXIST. CURB OR AC BERM & 2 FT. OF EXIST. AC PAVEMENT LF & CONSTRUCT NEW CURB & GUTTER. 580
REMOVE & REPLACE EXIST. CURB & GUTTER
71.0 REMOVE EXIST. PARKWAY OR ASPHALT DRIVEWAY & CONSTRUCT ---
(FENCE) R NEW DRIVEWAY
6) REMOVE & REPLACE EXIST. CONC. DRIVEWAY
REMOVE EXIST. PARKWAY OR ASPHALT ALLEY APPROACH &
CONSTRUCT NEW CONC. ALLEY APPROACH
REMOVE & REPLACE EXIST. CONC. ALLEY APPROACH
6.7 REMOVE EXIST. CURB RETURN (RADIUS) & CONSTRUCT NEW CONC. EA
CURB RAMP
4.5 REMOVE & REPLACE EXIST. CONC. CURB RAMP
(TYP.) ( REMOVE EXIST. TOPO FEATURES (FENCES, POSTS, BARRICADES, ETC). LF COORDINATE WITH CITY FOR SALVAGING OR DISPOSAL 120
TRIM AND/OR REMOVE EXIST. TREE OR LANDSCAPING FEATURE AS EA 25
NECESSARY OR AS DIRECTED
SEE DETAIL PROTECT IN PLACE EXIST. FEATURE. FOR UTILITY BOXES/LIDS IN THE PROP. CONCRETE, RAISE BOXES/LIDS TO GRADE. EA 2
20.0° - EXIST. TREE
TRIM OR REMOV
S NECESSARY
EXIST. —
HYDRANT
20'
531.5' PROP. CURB
$2.2' -PROP.
& GUTTER - FILL SIDEWALK
SURFACE
-PROP, CURB
4.5 l & GUTTER
f5.0' • PROP.
SIDEWALK
10.0°
CLOSE GAP- -SAND BASE
BEHIND SIDEWALK UNDER CONG.
SEE NOTE 2 (SEE SHT. 6)
CALEXICO DETAIL SECTION A-A
(TYP.) (TYP.)
NOTES:
1. SIDEWALKS SHALL BE CONSTRUCTED PER DETAILS ON SHT. 6. CURB & GUTTER SHALL BE CONSTRUCTED PER DETAI ON SHT. 7. DRIVEWAYS SHALL BE CONSTRUCTED PER DETAILS ON SHTS. 7 & 8. ALLEY APPROACHES SHALL B
6.7 CONSTRUCTED PER DETAIL ON SHT. 9. CURB RAMPS SHALL BE CONSTRUCTED PER DETAIL ON SHT. 11.
4.5 2. ELEVATIONS OF EXIST. ADJACENT SURFACES MAY BE LOWER THAN THE PROPOSED CONCRETE. CONTRACTOR SHALL FILL SURFACES IMMEDIATELY BEHIND THE WALK 1) AVOID EROSION OF THE SUBGRADE UNDERNEATH THE NEW CONCRETE, 2) ENSURE THAT DRAINAGE PATHWAYS ARE MAINTAINED, AND 3) TO AVOID INJURY FROM UNEVEN SURFACES. THE INTENT IS TO FILL ONLY SURFACES UP TO THE PROPERTY LINE. EXACT DAYLIGHT POINT WILI. VARY, AND MAY REQUIRE WORK BEYOND THE PROPERTY LINE. FILL SURFACES SHALL MATCH EXIST. (I.E. SOIL, GRAVEL, ASPHALT, CONCRETE, ETC.). FILL AT DRIVEWAYS VARIES FROM SIDEWALK ONLY. SEE DETAIL ABOVE. (TYP.) EXCEPTIONS TO SURFACE FILL REQUIREMENT MAY BE MADE WHERE PERVIOUS SURFACES EXIST BEHIND CONCRETE AND/OR WHEN REVERSE GRADES OCCUR, UPON APPROVAL BY CITY.
3. PROTECT IN PLACE ALL EXIST. UTILITIES, UNLESS OTHERWISE INDICATED ON PLANS OR AS-REQUIRED/DIRECTED IN THE FIELD. IF UTILITIES REQUIRE ADJUSTMENT, THE LAYOUT OF UTILITIES SHALL CONFORM TO THE UTILITY LAYOUT DETAIL ON SHEET 06.
20.0 4. BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL SHALL BE SET UP PER DETAIL ON SHT. 10. CONTRACTOR
MAY PROVIDE EMERGENCY ACCESS FOR RESIDENTS, VEHICLES, AND PEDESTRIANS, AND RESTORE TRAFFIC CONTROL AFTER SAFE PASSAGE OF SUCH. UNFINISHED CONSTRUCTION SHALL BE PROTECTED FROM PUBLIC ACCESS TO ENSURE SAFETY AND AVOID INJURY.
ADLER ST
SYMBOLS
RELOCATE R & R CONCRETE SIDEWALK R & R HANDICAP RAMP
5.0'
BARRICADE
46.0' 6.7° R & R DRIVEWAY APPROACH EXISTING MANHOLE
SIGN
JOIN EXIST. R & R CURE & GUTTER EXISTING CATCH BASIN
RELOCATE
BARRICADE SIGN SIDEWALK D POWER POLE, HYDRANT ©M® MONUMENT, VALVES, ETC.
PROJECT DESCRIPTION: SHEST PITLE: SHEET
APPROVED HY DATE
DRAWN BY
SIDEWALK IMPROVEMENT PROJECT ON GRANT 04
IVAN NEGRETE STREET BETWEEN PIERCE AVENUE AND EMILIA
PHILLIP WEST
DRIVE, CALEXICO STREET BETWEEN ADLER
CALEXICO ST OF
Philly West Exp. 07730/25 DATE AVENUE TO KLOKE AVENUE, AND VAN DE
07.29.2024 GRAAFF BETWEEN COLE BOULEVARD AND
STATE OF CUTTERL 07.29.2024 11
CALEXICO 10 THEATERS CML-5168(036)
PON IST MANACCRIRNHNSRR
VAN DE GRAAFF AVE
CITY OF CALEXICO, CA
CONSTRUCTION NOTES
JOIN EXISTING
(10*) DESCRIPTION UNIT QTY.
SIDEWALK
REMOVE EXIST. SURFACE & CONSTRUCT NEW 4 IN. SIDEWALK, SF 3,200
INCLUDING SAND BASE BELOW SIDEWALK FOR PROPER GRADE
ABN'D
• POST SF 62
REMOVE & REPLACE EXIST. SIDEWALK (4 IN)
REMOVE EXIST. CURB OR AC BERM & 2 FT. OF EXIST. AC PAVEMENT & CONSTRUCT NEW CURB & GUTTER.
REMOVE & REPLACE EXIST. CURB & GUTTER LF 40
REMOVE EXIST. PARKWAY OR ASPHALT DRIVEWAY & CONSTRUCT --
NEW DRIVEWAY
ABN'
P POST REMOVE & REPLACE EXIST. CONC. DRIVEWAY
REMOVE EXIST. PARKWAY OR ASPHALT ALLEY APPROACH &
CONSTRUCT NEW CONC. ALLEY APPROACH
7.7 REMOVE & REPLACE EXIST. CONC. ALLEY APPROACH
5.5 - REMOVE EXIST. CURB RETURN (RADIUS) & CONSTRUCT NEW CONC.
CURB RAMP
REMOVE & REPLACE EXIST. CONC. CURB RAMP EA 1
AV
REMOVE EXIST. TOPO FEATURES (FENCES, POSTS, BARRICADES, ETC). --
COORDINATE WITH CITY FOR SALVAGING OR DISPOSAL
(CURB &
TRIM AND/OR REMOVE EXIST. TREE OR LANDSCAPING FEATURE AS
GUTTER) (L) NECESSARY OR AS DIRECTED
PROTECT IN PLACE EXIST. FEATURE. FOR UTILITY BOXES/LIDS IN THE EA 14 (10' ROP. CONCRETE, RAISE BOXES/LIDS TO GRADE
PROP.
602.0 SIDEWALK FILL
VAN DE GRAAFF SURFACE
EXIST./PROP.
CURB & GUTTER
SAND BASE •CLOSE GAP
UNDER CONC. BEHIND SIDEWALK
(SEE SHT. 6) SEE NOTE 2
(10')
SECTION A-A
(TYP.)
(10')
NOTES:
1. SIDEWALKS SHALL BE CONSTRUCTED PER DETAILS ON SHT. 6. CURB & GUTTER SHALL BE CONSTRUCTED PER DETAIL ON SHT. 7. DRIVEWAYS SHALL BE CONSTRUCTED PER DETAILS ON SHTS. 7 & 8. ALLEY APPROACHES SHALL BE CONSTRUCTED PER DETAIL ON SHT. 9. CURB RAMPS SHALL BE CONSTRUCTED PER DETAIL ON SHT. 11.
2. ELEVATIONS OF EXIST. ADJACENT SURFACES MAY BE LOWER THAN THE PROPOSED CONCRETE. CONTRACTOR SHALL FILL SURFACES IMMEDIATELY BEHIND THE WALK 1) AVOID EROSION OF THE SUBGRADE UNDERNEATH THE NEW CONCRETE, 2) ENSURE THAT DRAINAGE PATHWAYS ARE MAINTAINED, AND 3) TO AVOID INJURY FROM UNEVEN SURFACES. THE INTENT IS TO FILL ONLY SURFACES UP TO THE PROPERTY LINE. EXACT DAYLIGHT POINT
7.7 WILL VARY, AND MAY REQUIRE WORK BEYOND THE PROPERTY LINE. FILL SURFACES SHALL MATCH EXIST. (I.E. SOIL,
5.5 GRAVEL, ASPHALT, CONCRETE, ETC.). FILL AT DRIVEWAYS VARIES FROM SIDEWALK ONLY. SEE DETAIL ABOVE.
EXCEPTIONS TO SURFACE FILL REQUIREMENT MAY BE MADE WHERE PERVIOUS SURFACES EXIST BEHIND CONCRETE AND/OR WHEN REVERSE GRADES OCCUR, UPON APPROVAL BY CITY.
PROTECT IN PLACE ALL EXIST. UTILITIES, UNLESS OTHERWISE INDICATED ON PLANS OR AS-REQUIRED/DIRECTED IN THE FIELD. IF UTILITIES REQUIRE ADJUSTMENT, THE LAYOUT OF UTILITIES SHALL CONFORM TO THE UTILITY LAYOUT DETAIL ON SHEET 06.
RAISE BOTH VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL SHALL BE SET UP PER DETAIL ON SHT. 10. CONTRACTOR
MAY PROVIDE EMERGENCY ACCESS FOR RESIDENTS, VEHICLES, AND PEDESTRIANS, AND RESTORE TRAFFIC UTIL BOX CONTROL AFTER SAFE PASSAGE OF SUCH. UNFINISHED CONSTRUCTION SHALL BE PROTECTED FROM PUBLIC TO GRADE ACCESS TO ENSURE SAFETY AND AVOID INJURY.
SYMBOLS
JOIN EXISTING
SIDEWALK R & R CONCRETE SIDEWALK R & R HANDICAP RAMP
R & R DRIVEWAY APPROACH EXISTING MANHOLE
R & R CURB & GUTTER EXISTING CATCH BASIN
BOX & • POWER POLE, HYDRANT © M• MONUMENT, VALVES, ETC.
COLE RD
CROSS GUTTER
PROJECT DESCRIPTION: SHEET TITLE: SHEET
APPROVED BY DATE
DRAWN BY
PHILLIA SIDEWALK IMPROVEMENT PROJECT ON GRANT 05
STAN NEGRETA
STREET BETWEEN PIERCE AVENUE AND EMILIA
PHILLIP WEST
DRIVE, CALEXICO STREET BETWEEN ADLER VAN DE GRAAFF OF
p. 07/30/25 AVENUE TO KLOKE AVENUE, AND VAN DE
Phillp West. DATE
07.29.2024 GRAFF BETWEEN COLE BOULEVARD AND
STATE OCMLITORIN 07.29.2024 11
PROJECT MANAGER/ENGINEER CALEXICO 10 THEATERS CML-5168(036) - 10° MIN.
5 MIN. -1 STREET LIGHTS SPACE
55 MIN.- -5' MIN. -afa-5' AIN. EVERY 300' FT. PLACE
-WTR MAIN— IN MIDDLE OF LOTS
BUT NO MORE THAN
300' APART
5 "WTR SERCV
MANTAIN VERTICAL
CLEARANCE OF 6'
5 HORIZONTAL CLEARANCE
2° WATER SERCV. LN, * WATER SERCY. IN
ROW. BACKFLOW DEVICE _ ROW
1" LANDSCAPE WATER LINE 1" LANDSCAPE WATER LINE
FIRE HYDRANTS SPACE
EVERY 300' FT. PLACE
IN MIDDLE OF LOTS
BUT NO MORE THAN
300° APART BACKFLOW DEVICE WITH BACKFLOW DEVICE WITH
DOUBLE CHECK! DOUBLE CHECK
(HYDRANTS IN PRIVATE DETECTOR ASSEMBLY
PROPERTY ARE TO NOT DETECTOR ASSEMBLY
BE CONSIDERED IN THIS
MEASURING)
UTILITY LAYOUT NTS
SIDEWALK. THE P.C.C.
SHALL CONTAIN 6 1/2 SACKS OF NOTES SIDEWALK
CEMENT PER CUBIC YARD AND
COMPRESSIVE STRENGTH
OF 4,500 PSI AFTER 28 DAYS EUTER EVERY A FET. EXPANSION SORT MATERIAL TO AND CURING. FEET ON CENTER EACH
DIRECTION FROM RETURN
PSI AFTER 28 DAYS CURING.
WEAKENED PLANE
JOINTS 84.5 FI SHALL CONTAIN 6 1/2 SACKS OF
ON CENTER ,5 - CEMENT PER CUBIC YARD AND
-4.5' - - 4.5 - ATTAIN A COMPRESSIVE STRENGTH
64 1 64 M OF 4,500 PSI AFTER 28 DAYS
SIDEWALK PLAN FOR PINST _CURING MATCH EXISTING OR
CONSTRUCT A 4° INCH THICK P.C.C.
Г P.C.C. SHALL CONTAIN 6 1/2 SACKS OF CEMENT
PER CUBIC YARD AND ATTAIN A
STRENGTH OF 4,500 PSI AFTER 28 DAYS CURING. PLACE GRANULAR SAND SEE PLANS < KEYWAYS MATERIAL UNDER THE
FOR MDTH • EXT. NATIVE MATERIAL AT ENDS SIDEWALK.
S=s2.0%
SECTION WITH CURB SUBGRADE BE 90% MIN
COMPACTED!
-EXT. NATIVE MATERIAL
-KEYWAYS MATERIAL UNDER THE R=3/8-
LEXT. NATIVE MATERIAL AT ENDS CLUSERSLENGINEERING DESXTOPLIVAN A. NEGRETEIENGINEERING PACECTS 2022\SURFACE TRANSPORTATION BLOCK GRANT (STEG)ISTBG - CLX DETAILS.ONG SIDEWALK.
P-3/16"
SUBGRADE BE 90% MIN.
COMPACTED.
SECTION WITH OUT CURB WEAKENED PLANE JOINT
-JOINT SEALANT
CUT EXPAN. JOINT 1/2-
. R=3/8°(x2) ASPHALTIC JOINT SEALER OR CELOTEX
FILLER & SEAL
FIBER BOARD & COVER JOINT WITH
CAULKING SEALER
EXPANSION JOINT
SIDEWALK DETAIL NTS
APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:
IVAN NEGRETE SIDEWALK IMPROVEMENT PROJECT ON GRANT STREET BETWEEN Thallp West 07.29.2024 PIERCE AVENUE AND EMILIA DRIVE, CALEXICO STREET BETWEEN CLX DETAILS 06OF 11 DATE ADLER AVENUE TO KŁOKE AVENUE, VAN DE GRAAF BETWEEN COLE
07.29.2024
PROJECT MANAGER/ENGINEER BOULEVARD AND CALEXICO 10 THEATERS CML-5168 (036) 2-2 3/16" —
WEAKENED PLANE JOINTS 18"
SPACED AT 10'-0" O.C. SEE NOTE 1 R = 1/2" 1 = 318(72)
R = 1/2" GUTTER ELEV.
R m
JOIN SEALANT
WEAKENED PLANE JOINT
SEE NOTE 2 AT 10'-0" O.C. TYPICAL
-4500 P.S.|. - JOINT SEALANT
6" OF AGGREGATE BASE AND CONCRETE R = 3/8°(x2) -
-1/2*
SUBGRADE PREPARATION
UNDER CURB AND GUTTER.
CUT EXPAN. JOINT-
NOTES: FILLER & SEAL
ASPH. EXPAN.)
* POR OF CURS FOR SHOWN THE RESPECTE OINT FILLER -= 7/4" MIN.
FULL DEPTH
LOCATION OF SEWER AND GAS SERVICES. OF CONCRETE
"W" (STAMPED) - WATER SERVICE
EXTEND JOINT SEALANT ACROSS GUTTER AND EXPANSION JOINT
2" UP CURB FACE, ALL JOINTS. AT 40'-0" O.C. TYPICAL AND AT ALL
3. SUBGRADE FOR CURB SHALL BE 90% MIN. COMPACTED. STRUCTURES, DRIVEWAYS AND RETURNS
CURB DETAIL NTS
THICKENED -P/L AND R/W
EOGE (TYP.) E. EXPANSION JOINT T E.J.
4500 PS
CONCRETE NOTES:
$/FT, 10'-0"
T.J. SECOND CURS AND GUTTER AND SOMAL.
16" THICK CONC
DRIVEWAY OVER 95%
CONCRETE MIN CARBARTEN O
2 SIDEWALK GRANULAR SAND SIDEWALK
28 DAYS CURING
MATERIAL UNDER
LFACE OF 2'-0" 12'-0" MIN. TO 26'-0" MAX. 12-0" FACE OF -
CURB CURB
L 6°-8" 6-8". CONTEN
16'-0" MIN. TO 30'-0" MAX. UneRS ENGINEERS DESKTOPSVANA NEGRETELENGINEERING PROJECTS 2022 SURFACE TRANSPORTATION BLOCK GRAtIT (STBG)STBG - CLA DETAILS.ONG
COMMERCIAL DRIVEWAY
DRIVEWAY DETAIL NTS
PROJECT DESCRIPTION: SHEET TITLE SHEET:
APPROVED BY DATE DRAWN BY
IVAN NEGRETE SIDEWALK IMPROVEMENT PROJECT ON GRANT STREET BETWEEN Philip west. PIERCE AVENUE AND EMILIA DRIVE, CALEXICO STREET BETWEEN CLX DETAILS (2) 07 oF 11
07.29.2024 DATE ADLER AVENUE TO KLOKE AVENUE, VAN DE GRAAF BETWEEN COLE
07.29.2024 BOULEVARD AND CALEXICO 10 THEATERS CML.5168 (036)
PROJECT MANAGER/ENGINEER
SCALE: N.T.S. OPTIONAL ADDITIONAL
MONOLITHIC RETAINING CURB
RETAINING BASED ON FIELD
CURB CONDITIONS
R/W
PRIVATE DRIVEWAY
MIN. VARIES
1:12 1:12
*SIDEWAIN. MAX
CURB
LINE DEPRESSED CURB
-GUTTER.
PATCH ASPHALT WIl 12" WIDE BORDER
FULL PLAN WITH 1/4" GROOVES
DEPTH AC TO MATCH EX. APPROX. 3/4°O.C.
CURB BEYOND ‹SEE GROOVE
STRUCTURAL DEPTH
DETAIL E.C-403.1)
DRIVEWAY CURB OPENING
SEE TABLE, A DRIVEWAY WIDTH SEE, TABLE A XABLE A
SHOWN ON PLANS CURB I RAMP
2' 1'-6"
6° CLASS II BASE 3' 2'-6°
• COMPACTED TO 95% OF 4° 3'-6°
BOTTOM OF CURB MAX DRY DENSITY PER 5* 4'-6°
ELEVATION ASTM 1557 OVER 6" 5'-6°
SUBGRADE SCARIFIED AND 6'-6°
COMPACTED TO 90% 8" 7'-6*
-EDGE OF SIDEWALK
MONOLITHIC CURB SIDEWALK BEYOND
‹BEYOND)
*TUR ABOVE GUTTER
SECTION A-A
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND COMPACTION REPORTS FOR SUBEBEDHAMND BELEAS SNSPECTED BY THE CITY.
2. CONCRETE SHALL BE 4,000 PSI MIN
3. SEE STANDARD DRAWING EC-260 FOR WIDTH AND LOCATION REQUIREMENTS.
4. SEE STANDARD DRAWINGS EC-200 AND EC-210 FOR CURB AND JOINT DETAILS.
5. DRIVEWAY AND CURB/GUTTER ARE NOT TO BE POURED MONOLITHIC.
6. NEW CONCRETE SHALL BE DOWELED INTO EXISTING CINCRETE USING #A BARS e CAUSERS ENGINEERS DESKTOPIAN A NEGRETELENGINEERIG PROJECTS 2022\SURFACE TRANSPORTATION BLOCK GRANT (STBG/STBG - CLX DETAILS.ONG
CONFINED RW DRIVEWAY DETAILS NTS
APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:
IVAN NEGRETE
Phally West CLX DETAILS (3) 08 oF 11
07.29.2024 DATE
7.29.202. BOULEVARD AND CALEXICO 10 THEATERS CML5168 (036)
PROJECT MANAGER/ENGINEER
R/W R/W
NOTE:
* ALLEY WIDTH 1/2 W 112 W
20' MAX
R/W-PAVED OR UNPAVED R/W
ALLEY
_SIDEWALK
SIDEWALK A
‹NEW EXPANSION EXPANSION. ANEW UR EXISTING
OR • JUINT JOINT
EXISTING)
WEAKENEN PLANE
I CURB FACE : GUTTER. •CURB FACE.
MATCH EXISTING PLAN SAWCUT EXISTING AC
REMOVE AND REPLACE
WITH 1° AC TYPE A HOT
MIXOVER 9° CLASS II
BASE, TYP.
EXPANSION 1/2 W 12 W
JOINT (TYP.)-
- 12* MIN CLASS IIAGGREGATE
BASE COMPACTED TO 95%
SECTIÓN A-A DRY DENSITY PER ASTM
1557
REQUIRED
• USERS ENGIERING DESKTOPAIVAN A. NEGRETELENGIEERN PROUECTS 20221SURPACE TRANSPORTATION BLOCK GRANT (STBG)ISTEG - CLY DETARS.ONG
PARKWAY ALLEY APPROACH NTS
APPROVED BY DRAWN BY PROJECT DESCRIPTION: SHEET TILE: SHEET:
DATE
IVAN NEGRETE SIDEWALK IMPROVEMENT PROJECT ON GRANT STREET BETWEEN Philly Wext 0232024 PIERCE AVENUE AND EMILIA DRIVE, CALEXICO STREET BETWEEN CLX DETAILS (4) 09 oF 11
DATE ADLER AVENUE TO KLOKE AVENUE, VAN DE GRAAF BETWEEN COLE PROJECT MANAGER/ENGINEER 07.29.2024 BOULEVARD AND CALEXICO 10 THEATERS CML5168 (036) ALLEY
-WORK
AREA
LEGEND NOTES:
Temporary Sign 1. Barricades shall be Type III.
Type !!I Barricades 2. Each "ROAD WORK AHEAD" sign shall be equipped with at least two flags for daytime closure
Direction of Travel Each flag shall be at least 16" × 16" in size and shal be orange or fluorescent red-orange in color.
ZZIZ Road Closure 3. All ones shad be cled reis during the he bands.
Portable delineators, placed at one-half the spaci
dicated for traffic cones, may be used instead
cones for daytime closures only.
TRAFFIC SIGNS
5. At least one person shall be assigned to provide
ull time maintenance of traffic control devices
unless otherwise directed by the Enginee
ROAD ROAD CLOSED Trenches shall be covered with steel plates END ackfilled at the end of each work da
WORK TO
ROAD WORK THRU TRAFFIC
AHEAD
G20-2
SIDEWALK
R11-4 CLOSED
W20-1 R9-9
TYPICAL TRAFFIC CONTROL AT CAUSERS ENG NEERING DESK.TOPLIVAN 4. NEGRETELENG NEERING PROJECTS 2022 SURFACE TRANSPORTATION BLOCK GRANT (STS)STBG - CLA DETAILS.ONG
ALLEY AND SIDEWALK CLOSURES
ALLEY TRAFFIC CONTROL NTS
APPROVEO BY DATE SHEET TITLE. SH-F":
DRAWN BY SARAK WROR POISE RAN SAKET BETWE
Philly West IVAN NEGRETE PIERCE AVENUE AND EMILIA DRIVE, CALEXICO STREET BETWEEN 10 OF 11|
07.29.2024 CLX DETAILS (5)
0202021 ADLER AVENUE TO KLOKE AVENUE, VAN DE GRAAF BETWEEN COLE PROJECT MANAGER/ENGINEER BOULEVARD AND CALEXICO 10 THEATERS CML5168 (036) ROUTE
utter not shown HE TANNING CURB SE MANING CURB-
1 09 5-0 9,9" Win AND 0.95 Mix
SIDEWALK „20
7.3% 2.5%, мох - 7.5%
75T - SEE NOTE 10 SIDEWALK 1.5% Mox Way 31,2018
SIDEWALK RAISED TRUNCATED DOME
7.5%
• • •
• . .
9.0% Max RAISED TRUNCATED DOME PATTERN (IN-LINE)
1.5% Nox RAMP 5L0 ATCH
SEE NOTE 10 DETECTABLE WARNING SURFACE
.5% MOX NOTES: See Note 10/
20% MEX- 1.5% Max CASE C
L1.5%1 1 1.5% 1. SIDEWALK
SIDEWALK
CASE A CASE B FROST EDEN (4,0% MAX
Typ ТУр™
2018
SIDEWALK SIDEWALK 3. No similor to then shown for CotaiD return, crosswalk configuration must •RETAINING
CURB (BOTH
4. Asset Fomp shall be constructed in riversed siend the flored side of the At CURE*
- 20 CURB 5. The tre Project Plant the curt romp is o typical rectangle, unless modified SEE NOTE 10 RETAINING,
STANDARD
9.0% Nox PRENTIN CASE E 7. The eti Shall be of the some levens of curb romps to walks, gutters, and IT CURB See NET G
SEE NOTE 10 SIDES OF TAMP)
1.5% MOX TOP OF RAMP
ROUNDED - 9, Typicat gur for pon stope per 5 andard Pian te 70r each 2'-0" of witth to match SEE NOTE 8 PLAN
4'-2" Win. - 7.5% Мох 1.5% мох?
CASE D CASE E SECTION A-A
(FLORENE IF NECESS CURE A88A
TOP OF RAMP 4-2 Min
11. Sidewalk and ramp thickness, "T', shall be 3½" minimum. ----
ONIONYT ONIONY 7 -7.5% Mox
CROSSHALK IF PROVIDED ISEE NOTE 8
SECTION B-B 13. Dovers while mainlining defectebid waring wit to and depth. removol of utility
SIDEWALK CROSSNALK IF PROVIDED
Depress entire sideralk as required TYPICAL GUTTER BASES -
LANDING IF NECESS CURE
CURB ..
FLOTE INE TRANSTION CRET E
SIDEWALK TRANSITION
FAFLARE PAVEMENT- WARNING 13-0" TYP)
ELARE NOTE S NOTE 9
SECTION C-C GUTTER PAN TRANSITION
CROSSWALK IF PROVIDEO.
CROSSWALK IF PROVIDED RAMP COLORS:
DETAIL A DETAIL B DEPARTNENT OF FRANSPORTATION
BURGUNDY
TYPICAL TWO-RAMP TYPICAL ONE-RAMP CURB RAMP DETAILS
CORNER INSTALLATION CORNER INSTALLATION NO SCALE
See Note 1 Soo Notes 1 and 3 A88A
HANDICAP ACCESS RAMP & CURB RETURN DETAIL II NTS