Calexico City Council
March 20, 2024

AGENDA
ITEM
12 PART TWO

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 - COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -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 -
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -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 -
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -95-

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 seq.) and the Federal Drug Free Workplace Act of 1988 (41 U.S.C.A. Section 701 et seq.) 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 -
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -96-

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 -
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REHABILITATION PROJECT NO. STBGL-5168(035) -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 -
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -98-

NOTICE OF AWARD

PREVAILING WAGES SCHEDULES

GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO

CALIFORNIA LABOR CODE PARCH AY, HEAVY CONSTRUCTION AND REDDING PROTECTOR COMMERCIAL BUILDING, Craft: Asbestos Worker, Heat and Frost Insulator#
ermination:
3-5-1-2021-1
Issue Date: August 22, 2021
Expiration date of determination:
3, 2022** The rate to be paid for work performed after this date has been determined. If work will extend past this date, the new rate must be paid and ld be incorporated in contracts entered into now. Contact the Office of the Director - Research Unit for specific rates at (415) 703-4774.

Localities:
localities within Imperial, Inyo, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Wages and Employer Payments:

Basic Health Pension Vacation Training Other Hours Total Daily Daily Saturday Saturday Sunday/ lassification Hourly and and Hourly Overtim Overtime Overtime Overtim Holiday urneyperson) Rate Welfare Holiday Rate e Hourly Hourly Hourly e Hourly Overtime Rate Rate Rate Hourly
(1 ½X) (1 ½X) (2 Rate
echanic $47.25ª $11.285 $8.12° $3.56 $1.49 $0.00 8.0 $71.70 $95.325d $118.95 $95.325€ $118.95 _$118.95f mination:
5-3-2021-2
Issue Date: August 22, 2021
Expiration date of determination:
, 2022* Effective until superseded by a new determination issued by the Director of Industrial Relations. Contact the Office of the Director arch Unit at (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent determination is issued.

Wages and Employer Payments:

Basic Health Pension Vacation Training Other Hours Total Daily Daily Saturday Saturday Sunday/ Hourly and and Hourly Overtime Overtime Overtime Overtime Holiday ssification Rate Welfare Holiday Rate Hourly Hourly Hourly Hourly Overtime Rate Rate Rate Rate Hourly
(1 ½X) (2X) (1 ½X) (2X) Rate
irdous
erial Handler $6.08h
hanic $22.408 $6.17 $0.00 $0.82 $0.00 8.0 $35.47 $46.67 $0.00 $46.67 $0.00 $46.67 tos removal workers must be trained and the work conducted according to the Code of Federal Regulations 29 CFR 1926.58, the California Labor Code and the California Code of Regulations, Title 8, Section 5208. Contractors must be certified by the Contractors' State License Board and registered with vision of Occupational Safety and Health (DOSH). For further information, contact the Asbestos Contractors Abatement Registration Unit, DOSH at (510) Recognized holidays:
ys upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining agreement, able to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the ling rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the nment Code. You may obtain the holiday provisions for the current determinations on the Director's General Prevailing Wage Determinations Website www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Holiday provisions for current or superseded determinations may be obtained by contacting the of the Director - Research Unit at (415) 703-4774.

Travel and/or subsistence payment:
ordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to each worker to execute the work. You btain the travel and/or subsistence provisions for the current determinations on the Director's General Prevailing Wage Determinations Website www.dir.ca.gov/OPRL/DPreWageDetermination.htm). Travel and/or subsistence requirements for current or superseded determinations may be obtained tacting the Office of the Director - Research Unit at (415) 703-4774.

Indicates an apprenticeable craft. The current apprentice wage rates are available on the Prevailing Wage Apprentice Determinations Website (http://www.dir.ca.gov/OPRL/PWAppWage/PWAppWageStart.asp). a Includes 6.5% of employees gross wage for dues/service fee check-off plus $0.25 for supplemental dues. • Includes $0.01 for Occupational Health Plan.
° Pursuant to Labor Code Sections 1773.1 and 1773.8, the amount paid for the employer payment may vary resulting in a lower taxable Basic Hourly Rate, but the Total Hourly Rates for Straight Time and Overtime may not be less than the general prevailing rate of per diem wages. « Rate applies to the first 2 overtime hours. Applies to all daily overtime hours on maintenance and asbestos abatement projects. " Rate applies to first 8 hours worked on new construction. Applies to all Saturday hours on maintenance and asbestos abatement projects. $166.20 per hour for work on Labor Day. For maintenance and asbestos abatement projects, Sundays and observed holidays may be worked at the time and one half rate.
* Includes 6.5% of employees gross wage for dues/service fee check-off plus $0.06 for supplemental dues. " Includes $0.40 for medical monitoring in compliance with industry regulations procedures and $0.01 for Occupational Health Plan. $80.27 per hour for work on Labor Day.
101
...

CITY OF CALEXICO

SPECIFICATIONS
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT
FEDERAL-AID PROJECT NO. STBGL-5168(035)
CITY PROJECT NO. STBGL-5168(035)
PART 1 - GENERAL PROVISIONS
(AMENDMENTS TO THE SSPWC/GREENBOOK)
PART 2 - TECHNICAL SPECIFICATIONS
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -102-

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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REHABILITATION PROJECT NO. STBGL-5168(035) -103-

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 (15t) 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:

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -104-

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 (15t) 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -105-

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 (2nd) 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.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -106-

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 (1st) 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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REHABILITATION PROJECT NO. STBGL-5168(035) -107-

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 contlict.

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
f) Bid Schedule
g) 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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REHABILITATION PROJECT NO. STBGL-5168(035) -108-

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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REHABILITATION PROJECT NO. STBGL-5168(035) -109-

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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REHABILITATION PROJECT NO. STBGL-5168(035) -110-

SPECIFICATIONS
3-8.1.3 Hard Copy Submittals. Submittals submitted as hard copies, provide four (4) hard copies tor 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -111-

SPECIFICATIONS
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.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -112-

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 (2^d) sentence of first (15t) paragraph with:

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -113-

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 (15t) 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -114-

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.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -115-

SPECIFICATIONS
SECTION 5 - LEGAL RELATIONS AND RESPONSIBILITIES
5-4 INSURANCE.
5-4.1 General.

Add as first (15t) 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.
b)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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -116-

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, COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -117-

SPECIFICATIONS
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 (15t) 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -118-

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:

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -119-

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -120-

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STL-5168(035) -121-

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 embargo or unusually severe weather, or delays of subcontractors due to such causes provided 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, COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -122-

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 (15) 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:

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -123-

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -124-

SPECIFICATIONS
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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SPECIFICATIONS
(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) Materials ...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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SPECIFICATIONS
PART 2 - TECHNICAL SPECIFICATIONS
(BASED ON BID ITEMS OF WORK)

CONTENTS

1. MOBILIZATION 129

2. TRAFFIC CONTROL. 130

3. COLD MILLING 135

4. LEVELING COURSE. 137

5. ASPHALT-RUBBER AGGREGATE MEMBRANE (ARAM).. 139

6. ASPHALT RUBBERIZED HOT MIX (ARHM)... 142

7. CONCRETE IMPROVEMENTS 155

8. UTILITY LID ADJUSTMENT 160

9. CONSTRUCTION SURVEYING........ .. 161

10. STRIPING... .... 163
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SPECIFICATIONS

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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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 allowed therefore. 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" (CAMUTD), 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:
a. 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 traffic access 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
(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.

Type III 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
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. m. Vehicular access to business, school and church driveways shall be maintained at all times COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
during construction.
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.

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
Contractor's progress or final payments. Such corrective action taken by the City shall not reduce or 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 allowedtherefore. Partial payment shall be based on the percentage of total value of work completed as of each progress pay estimate.

3. COLD MILLING
Cold milling shall not be performed more than 2 working days ahead of paving, and streets shall not be left unpaved over a weekend or during trash pickup day unless arrangement are made with the Waste Company to ensure that trash pickup for all three containers has been completed prior to start of cold milling a particular street and that no trash trucks will need to travel over a cold milled street. Contractor shall conduct his operation in such a manner to prevent construction truck traffic from travelling over cold milled streets and newly paved streets by working on smaller streets first and larger streets last as approved by City Inspector.

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SPECIFICATIONS
Prior to cold milling activities, the Contractor shall scan the work area for any obstructions and shall perform clearing and grubbing as required. Clearing and grubbing shall be performed in accordance with the plans, of the provisions of Section 300-1, "Clearing and Grubbing," of the Standard Specifications and these Special Provisions, and shall include, but not be limited to, the following:

1. Removal and disposal of tree stumps, shrubs, ground cover, and other vegetative material.

2. Removal and disposal of decorative landscape rocks, edging, brick, pavers, railroad ties, or any other decorative landscape treatments.

3. Removal and disposal of existing AC berms, miscellaneous AC, and PCC.

4. Removal and disposal of all striping and raised pavement markers.

5. The Contractor shall dispose of all materials not being salvaged outside of the right of way and shall pay for all costs of disposal. These materials include, but are not limited to, masonry walls, AC paving, PCC, and conflicting striping.

6. Stockpiling of materials within the right of way, city parking lots, or other city improved property shall not be allowed unless otherwise approved by the Engineer.

7. Removal of survey markers and monuments.

All Cold Milling operations shall conform to section 302-1 of the Standard Specification, the plans, and these special provisions. Existing AC pavement within the project limits shall be cold milled at the locations and to the dimensions and details shown on the plans or as directed by the Engineer. The final cut shall result in a uniform surface conforming to the typical cross-section.

At all locations where an overlay pavement is joining existing asphalt pavement, the Contractor shall cold mill existing pavement to provide straight, neat lines and feather the new pavement to form a smooth transition with the existing pavement. This condition is particularly required at locations where the project joins the existing pavement. At these locations, the Contractor will be required to match the existing pavement elevations. The final cap transition between the streets must be smooth and neat in appearance, including the radius points.

The City has made every reasonable effort to locate and mark on the plans all known metal roadway improvements, such as sewer manhole covers, water valve covers, and catch basin covers, which, if struck, could damage the cold milling cutting drum and/or carbide tipped cutting teeth. The City makes no guarantee that it has successfully located all said items; therefore, the contractor shall thoroughly inspect the work site in advance of the cold milling operation to minimize the risk of striking any these items.

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SPECIFICATIONS
Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces, or parkways. All residues shall be completely removed by sweeping and properly disposed of. No washing of residue into drainage structures will be allowed. All catch basins and curb inlets shall be covered, utilizing the BMP which most appropriately fits the situation and as approved by the Engineer. The Contractor shall make every effort to control all dust created by his operations by utilizing the Best Management Practice approved by the State Water Resource Control Board.

CONTRACTOR shall provide a smooth transition for vehicles during construction at end of cold mill areas to the satisfaction of the Engineer. Temporary ramping, where required by the Engineer for traffic control or other purposes, shall be considered included in the price bid for "Traffic Control," and no additional compensation will be allowed.

Additionally, Best Management Practices will be required to protect water quality, and prevent any debris or pollutants from entering the storm drain system.

Cold milled streets shall be accepted by Engineer at least 1 day prior to street resurfacing Sweepers used for cold milling shall not enter on streets approved as clean after cold milling. The CONTRACTOR shall provide a minimum of two vacuum-brush type sweepers at all times during cold milling. Due to the presence of Oil Macadam pavement, the contractor shall provide Water trucks during the cold milling operation to keep dust to a minimum.

Cold Milling Operation will be monitored closely to ensure that the base/subbase is not disturbed. If the contractor encounters base/subbase, he shall immediately notify the City. If approved by the City inspector, the contractor shall reduce the cold milling depth for that reach of the street. The City inspector shall approve the modified operation.

All materials indicated to be removed shall be recycled per the requirements highlighted in Section 7-15 of these Specifications.

Payment
Payment for COLD MILLING shall be at the unit price indicated on the bid schedule and shall be based on the actual area of surface milled, regardless of the number of passes required. The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in COLD MILLING, including disposing of material removed, as shown on plans, to the satisfaction of the City.

4. LEVELING COURSE
The work shall consist of installing asphalt concrete Type A 1-inch Hot Mix Asphalt conforming to Section 39 of Caltrans Standard Specifications 2010. Use PG 64-16 binder in conformance with specifications. The Contractor shall submit for approval to the City Engineer a Caltrans signed COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
and verified Job Mix Formula (JMF) on Caltrans Form CEM 3513, fifteen (15) days prior to the beginning of the work.

Cracks shall be treated as follows:

A singular crack shall be considered to be a crack on the perimeter of an otherwise uncracked asphalt pavement area exceeding 4 feet in minimum dimension. Cracks not fully interconnected in forming a complete perimeter shall be considered singular cracks, unless the maximum dimension across the partial perimeter between cracks can be measured as less than 4-feet. Such pavement area is defined by the cracks forming its perimeter. 1) Contractor shall spray all weeds in cracks with Monsanto brand Roundup, a minimum of 2 weeks prior to paving. All weeds shall be resprayed if rain occurs within 48 hours after application; 2) all holes and cracks exceeding 1.5 inches wide shall be filled with asphalt concrete approved for skin patch compacted level with the top of the existing pavement; 3) all cracks and joints 1/4 inch or greater in width shall be blown thoroughly clear with high pressure air or power broomed clean to a depth of ¾-inch minimum immediately ahead of the crack filling operation; and 4) all joints and singular cracks between 1/4 inch and 1.5 inches in width shall be filled with Crafco Polyflex III or equal. Filler shall be within 1/8 inch below and flush with existing pavement surface and shall be thoroughly squeegeed, as necessary, to attain this result.

All crack preparation shall be performed after cold milling.

Placing
All holes and cracks exceeding 2 inches deep by 5 inches wide by 7 inches long in all 3 dimensions shall be filled with asphalt concrete approved for skin patch compacted level with the top of the existing pavement. All cracks and joints 1/4 inch or greater in width shall be blown thoroughly clear with high pressure air or power broom clean to a depth of 3/4-inch min. prior to final sweeping just ahead of leveling course.

Tack coat on all feathered areas and cold milled areas shall be SS-1h applied at 0.15 gal/sy.

The Contractor shall place asphalt concrete with a self-propelled asphalt paving machine.

Contractor shall provide a 20 foot long automatic screed control on both sides of the paving machine for all paving with paving machine, as directed by Engineer.

Each paving machine used will require a paving foreman for each machine along with a full set of rollers as specified and two rakers and one shoveler laborer as a minimum.

Asphalt concrete shall be placed at a minimum thickness of ¾-inch. Non-uniform surface voids or scraped rock surfaces on the surface of the mat behind the screed will be considered indication of aggregate particle conflicts between screed and existing grade, resulting in cessation of paving until adjustment of thickness to provide for a smooth surface is provided to the satisfaction of the Engineer.

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REHABILITATION PROJECT NO. STBGL-5168(035) -138-

SPECIFICATIONS
Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Rubber tire rollers shall be used on any leveling course.

Join lines between successive runs shall be within 150 mm (6 inches) of lane lines or a minimum of 3.6 m (12 feet) outside of the outer most lane line.

Compaction
One pass with a steel wheeled 2-axle tandem vibratory breakdown roller weighing between 10 tons and 12 tons with wheels whose diameter shall measure a minimum of 40 inches.

Two passes with a pneumatic-tired roller weighing not less than 12 tons.

An 8 to 10-ton roller shall perform finish rolling.

Payment
Payment of this item complete shall be by the square foot for leveling course, and shall be considered to include compensation for all holes and crack preparation as specified in this Section.

5. ASPHALT RUBBER AGGREGATE MEMBRANE (ARAM)
ARAM shall conform to Subsection 302-10 of the GREENBOOK, except as modified herein and Caltrans "Material Plant Quality Program" (MPQP) dated October 2022.

Preparation
Where ARAM is to be placed directly on existing pavement, pavement preparation shall include the following preparation.

Areas as directed by the Engineer shall be skin patched in conformance with Subsection 10.02 of these Special Provisions.

Application
The maximum viscosity of asphalt-rubber material in Table 203-11.4(A) shall be 2400 Centipoise.

The maximum ambient temperature for placement of ARAM shall be 105° F. Temperature of asphalt-rubber spread for ARAM shall be between 385° F and 415° F.

Asphalt-Rubber shall conform to Subsection 203-11 of GREENBOOK including modification of that section included in these Special Provisions.

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REHABILITATION PROJECT NO. STBGL-5168(035) -139-

SPECIFICATIONS
Contractor shall provide a pavement temperature reading, with an infrared heat measurement instrument, when requested by the Engineer.

Item 4. of the second paragraph of Subsection 302-10.1 is hereby deleted and replaced with the following:

Material shall be applied at a rate between 2.6 and 3.2 Liters per square meter (.58 to .70 gallons per square yard) as directed by the Engineer.

The third paragraph of Subsection 302-10.1 is hereby deleted and replaced with the following:

The asphalt rubber mixture may be applied to the roadway immediately following mixing and reacting at a temperature between 375° F minimum to 415° F maximum. However, if the material is not to be used within 6 hours of mixing, the mixture shall be allowed to cool below 300° F for 12 hours maximum, or to ambient temperature for longer periods, and shall be uniformly reheated to a temperature between 385° F minimum to 415° F maximum at time of placement and conform to the viscosity requirements.

Reference is made to Subsection 7-1.01F Air Pollution Control whereby Contractor shall comply with all air pollution rules and regulations.

The first sentence of the first paragraph of Subsection 302-10.2 is hereby deleted and replaced with the following:

Following application of asphalt-rubber, screenings shall be placed over all areas receiving asphalt-rubber. Screenings shall conform to quality requirements of Class A aggregate with the following modifications:

Maximum LA Rattler value at 500 revolutions shall be 35.

Eighty-five percent of coarse aggregate shapes shall be "proportioned particles", a proportioned particle being defined as a particle having a minimum dimension greater than ½ the maximum dimension as measured by caliper. Percentage of proportioned particles shall be determined by California Test 205 with the words "proportioned particles" substituted for "crushed particles".

California Test 205, Section D, definition of a crushed particle is revised as follows: "A particle having 2 or more fresh mechanically fractured faces shall be considered a crushed particle".

The aggregate for screenings shall conform to following gradations:

Sieve Size Percent Passing
100
95-100
3/8" 70-85
No. 4 0-10
No. 8 0-3
No. 200 0-1
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REHABILITATION PROJECT NO. STBGL-5168(035) -140-

SPECIFICATIONS
No mineral filler or material from sand or rock dust bins shall be included in the mix.

The gradation ranges shown for screenings shall be considered the Contract Compliance Range.

The Operating Range for the ½" sieve shall be the full contract compliance range. The Operating Range for all other sieves, except the 200 sieve, shall be 2 percentage points inside both limits of the Contract Compliance Range. If gradation-testing results do not meet the Operating Range requirements but meet the Contract Compliance Range, placement of ARAM may be continued for the remainder of the day. However, another day's work shall not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for Operating Range.

Except for the No. 200 sieve, it is the intent of the Specifications that the target percentage be the central value in the Contract Compliance Range.

Any change in source of aggregate supply requires 2 weeks advance notice in writing to the Engineer, and submittals and testing in conformance with specifications for a new mix design.

No single bin shall receive aggregate from more than one source. Contractor shall provide a copy of aggregate delivery tickets for aggregate delivered for use on the project.

Trucks for hauling cover material shall be tailgate discharged and shall be equipped with a device to lock onto the hitch at the rear of the aggregate spreader. Haul trucks shall also be compatible with the aggregate spreader so that the dump bed will not push down on the spreader when fully raised or have too short an apron resulting in aggregate spillage while dumping into the receiving hopper.

Screenings shall be adequately coated with 0.7 percent to 1 percent PG 64-16 asphalt at a central mixing plant to prevent free dust, and shall be preheated 127° C (260° F) to 163° C (325° F).

Screenings shall be placed at a rate between 32 and 40 pounds per square yard.

All rollers shall be operational at all time unless full roller coverage is complete and cessation of rolling is authorized by the Engineer. The spreader shall not stop over an area of rocks that are spread but not rolled.

The spreader shall clear all areas to allow rollers to complete roller coverage without any delay.

A layer of washed concrete sand per Fine Aggregate in Section 90 spread at rate of 2 to 3 pounds per square yard shall be applied as necessary to maintain traffic at the direction of the Engineer.

Excess sand spread on adjoining areas to receive ARAM shall be thoroughly swept before spreading any binder.

Payment
Payment of this item complete shall be by the square yard, and shall be considered to include compensation for all holes and crack preparation as specified in this Section.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -141-

SPECIFICATIONS

6. ASPHALT RUBBER HOT MIX (ARHM)
ARHM Material shall conform to 203-11 of the GREENBOOK as modified herein and section 39 of Caltrans Standard Specifications 2010. The Contractor shall submit for approval to the City Engineer a Caltrans signed and verified Job Mix Formula (JMF) on Caltrans Form CEM 3513, 15 days prior to the beginning of work.

ARHM Construction shall conform to 302-9 of the GREENBOOOK as modified herein. 203-11 ASPHALT-RUBBER HOT MIX (ARHM) WET PROCESS.
203-11.2 Materials.
203-11.2.3 Crumb Rubber Modifier (CRM).

The third and the last sentence of the first paragraph of Subsection 203-11.2.3 are hereby deleted and replaced with the following:

The high natural rubber shall be a single source material and not a blend of more than one source.

The high natural CRM shall not be tire rubber. A minimum 2-ounce unground and ungranulated sample of the base stock shall be provided, along with a minimum 4-ounce ground or granulated sample. Contractor shall pay for any failed chemical analysis tests.

The fifth paragraph of Subsection 203-11.2.3 is hereby deleted and replaced with the following:

The percentage of high natural CRM shall be equal to 1000 divided by the percentage of natural rubber in the high natural CRM (using whole number percentages), e.g., 1000/40 percent equals 25 percent. The remainder of CRM shall be scrap tires.

The maximum value for Natural Rubber Content in Table 203-11.2.3(B) is hereby deleted.

The sixth (last) paragraph of Subsection 203-11.2.3 is hereby deleted. 203-11.2.4 Aggregate. The text of Subsection 203-11.2.4 is hereby deleted and replaced with the following:

The aggregate for ARHM shall conform to the "quality requirements" for asphalt concrete Type A as specified in Caltrans Standard Specifications, except for the following:

Maximum LA Rattler value at 500 revolutions shall be 35.

Eighty-five percent of coarse aggregate shapes shall be "proportioned particles", a proportioned particle being defined as a particle having a minimum dimension greater than ½ the maximum dimension as measured with a caliper. The percentage of proportioned particles shall be tested COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -142-

SPECIFICATIONS
by California Test 205 with the words "proportioned particles" substituted for "crushed particles".

California Test 205, Section D, definition of a crushed particle hereby revised as follows: "A particle having 2 or more fresh mechanically fractured faces shall be considered a crushed particle".

Composition and Grading.

The aggregate for Asphalt-Rubber Hot Mix (ARHM-GG) shall conform to following gradations, which shall be considered included as additional column in Table 203-11.3(A):
½-inch RHMA-G
Sieve Sizes IV limits Allowable
tolerance
¾" 100 --
½" 90-100 TV ‡ 6
3/8' 83-87 TV ‡ 6
No. 4 28-42 TV +7
No. 8 14-22 TV =5
No. 200 0-6.0 TV +2
No mineral filler or material from sand or rock dust bins shall be included in the mix.

The gradation ranges shown in Table 203-11.3(A) shall be considered the Contract Compliance Range. The Operating Range for the ½" sieve shall be the full contract compliance range. The Operating Range for all other sieves, except the 200 sieve, shall be 2 percentage points inside both limits of the Contract Compliance Range. If gradation-testing results do not meet the Operating Range requirements but meet the Contract Compliance Range, placement of ARHM may be continued for the remainder of the day. However, another day's work shall not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for Operating Range.

Except for the No. 200 sieve, it is the intent of the Specifications that the target percentage be the central value in the Contract Compliance Range.

The asterisk noted under Table 203-11.3(A) is hereby deleted and replaced with the following:

Once the percent asphalt-rubber binder is determined by the mix design, the tolerance shall be +/-0.5% as determined by California Test Method 382, and this tolerance shall be considered to COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -143-

SPECIFICATIONS
include all sampling and testing tolerances. Variations of binder content on this basis at or exceeding +/- 0.5% from the mix design will be cause to terminate paving operations until changes to provide specified tolerances are verified and approved by the Engineer.

Any change in source of aggregate supply requires 2 weeks advance notice in writing to the Engineer, and submittals and testing in conformance with specifications for a new mix design.

No single bin shall receive aggregate from more than one source. Contractor shall provide a copy of aggregate delivery tickets for aggregate delivered for use on the project.

The amount of asphalt-rubber binder to be mixed with the aggregate for Asphalt-Rubber Hot Mix Type GG will be determined by the Engineer using the samples of aggregates furnished by the Contractor in conformance with the provisions in Section 39-3.03, "Proportioning," of the Standard Specifications. The Engineer will determine the exact amount of asphalt-rubber binder to be mixed with the aggregate in conformance with the provisions in California Test 368 with the following exceptions. The aggregate shall be mixed with PG 64-16 paving asphalt and the optimum bitumen content shall be determined in conformance with the test procedure. The optimum binder content for Asphalt-Rubber Hot Mix Type GG shall then be determined using the following formula:

A. OBC2 = (OBC1) × 1.20
B. OBC1 = Optimum bitumen content using PG 64-16 paving asphalt C. OBC2 = Optimum bitumen content using asphalt-rubber binder The asphalt-rubber binder content of the Asphalt-Rubber Hot Mix Type GG will be determined by California Test Method 382.
203-11.4 Mixing.

The third paragraph of Subsection 203-11.4 is hereby deleted and replaced with the following:

The proportions of the materials, by total weight of asphalt-rubber binder, shall be 79 percent ‡ 1 percent combined paving asphalt and asphalt modifier, and 21 percent I 1 percent CRM.

However, the minimum amount of CRM shall not be less than 20 percent. Lower values shall not be rounded up. The temperature of the blended asphalt and modifier shall be between 190 degrees C (375 Fahrenheit) minimum and 226 degrees C (440 Fahrenheit) maximum when the CRM is added. The temperature shall not exceed 6 degrees C (10 Fahrenheit) below the actual flash point of the mixture. The CRM shall be combined and mixed together in an asphalt-rubber mechanical blender meeting the requirements of 203-11.5. The combined asphalt and CRM shall be pumped into a reaction tank or distributor truck meeting the requirements of 203-11.5, Item ЗА). The required mixing/reaction time shall be 90 minutes minimum. The temperature of the asphalt-rubber mixture shall be between 194 degrees C (380° Fahrenheit) minimum to 218 degrees C (425 Fahrenheit) maximum during the reaction period.

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REHABILITATION PROJECT NO. STBGL-5168(035) -144-

SPECIFICATIONS
After reacting, the asphalt-rubber binder shall conform to the requirements in Table 203-11.4(A).

The minimum reaction period shall be the time from complete incorporation of materials into the mix to the time that the asphalt-rubber meets all specifications for reacted material, but no less than 90 minutes. Once established, the minimum reaction period shall remain unchanged, unless there are changes in materials or equipment that may affect rubber digestion, in which case a new reaction period shall be established per specifications. The Engineer's decision shall be final for determination of the minimum reaction period.

All material shall be tested for viscosity and verified as to complete reaction prior to transfer to any storage tank or use of the reaction tank for feet to the hot mix plant. Material reacted lower than specified temperature, but above 185 degrees C (365 F), or transferred to a storage tank prior to completion of reaction as specified, shall be reacted for total period of 3 hours prior to use. Any such transfer shall be described in the comments column of the Asphalt-Rubber Batch Log.

Inability to maintain reaction temperatures above specified minimums will be cause to terminate paving operations. Contractor is reminded that if the reaction tank does not have a gas retort heating system capable of raising the temperature of its contents at least 20 degrees per hour, there exists the inherent potential for such below minimum temperatures to become an irreversible condition. Certification was previously provided at time of bid opening in the bid that the asphalt-rubber hot mix plant owner, the paving subcontractor, and asphalt-rubber supplier have been made fully aware of these provisions.

Contractor shall test viscosity and record the following information for every tank of asphalt- rubber prior to being transferred to storage or directed to feed to the hot mix plant:
1) Temperature of stored asphalt cement material at time of loading 2) Time at which the reaction tank is fully loaded
3) Tons of asphalt-rubber added to the tank for the batch 4) Total asphalt-rubber in the tank after loading
5) The beginning time of reaction (Fully loaded and above 380° F) 6) Binder temperature at time of sampling
7) Temperature of tested material
8) Viscosity reading
9) Time of viscosity test (All test results must be prior to use.) If more than 20% of a batch is holdover material, the reaction time may be reduced, but a line item must be provided on the Asphalt-Rubber Batch Log showing items 6), 7) and 8) for a test just prior to loading new material. Reaction shall be considered to begin after all material is added. If more than 20% is holdover material, reaction time can be reduced to the fraction of total material that is holdover material, times 90 minutes, but shall be no less than 20 minutes.

A copy of the Asphalt-Rubber Batch Log shall be provided to the Engineer upon request. A copy of the batch log sheet and all circle charts for the day shall be faxed to the City within 1 1/2 hours COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -145-

SPECIFICATIONS
of ending production of ARHM for the day. To fit 8 ½ x 11-inch sheets, the circle chart may be faxed in 2 parts with an overlap. See Subsection 203-11.5 for circle chart requirements.

The Maximum value for Haake Field Viscosity @191 degrees C (375 degrees Fahrenheit) in Table 203-11.4(A) is hereby changed to 2400 Centipoise.

The first fully reacted passing sample on each batch, prior to transfer to storage or converting to feed to the ARHM mix plant shall be poured into a clean gallon can that has been pre-certified by the Engineer. It shall be the responsibility of the contractor to ensure that sufficient sample cans with lids are at the plant, such that the can be pre-certified at least three days prior to use. If the Engineer is not at the plant at start up, the Engineer will provide certified labels, which are pre- numbered and signed by Engineer to be affixed to the cans as they are consecutively used by number.

The Contractor shall conduct sampling such that the pre-certified sample can numbers correspond to the batch numbers beginning with one at the start of the project, increasing consecutively with each batch, without restarting the count at any point. After testing and recording the information for the batch, the corresponding pre-certified sample can shall be filled and stored for the duration of the project or until the Engineer takes possession of the can. 203-11.4.1 The second and third sentences of Item Number 3 under Test Procedure is hereby deleted and replaced with the following:

In one continuous operation, turn off the spindle rotation, remove the spindle vertically from the binder (after heating), discontinue stirring the binder and immediately insert the spindle back into the center of the binder to full immersion and wait 5 seconds. While holding the viscometer level, turn the spindle on and watch the needle on the viscometer dial and record the maximum value obtained on the dial.

Equipment for production of Asphalt-Rubber.

Add the following to Item 3) of 203-11.5:

A) Reaction Tank. The asphalt-rubber material shall be held in a reaction tank separate from the storage tank feeding the ARHM plant, until the reaction is complete. The reaction tank shall have agitation sufficient to increase the viscosity of the mixture to a peak viscosity reading at least 20 percent higher than the viscosity reading of the material measured at a time that the material otherwise meets specifications for reacted material.

The time of reaction may be extended as needed to produce this result. It shall be the responsibility of the Contractor to demonstrate to the Engineer through viscosity readings at appropriate times that the equipment conforms to these requirements. If this cannot be demonstrated, the reaction time shall be 3 hours. Once established, the reaction time shall be the minimum time for reaction unless there are changes in materials or COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -146-

SPECIFICATIONS
equipment, in which case a new reaction time shall be established per specifications. The Engineer's decision shall be final.

The reaction tank shall have a functioning paper circle chart thermometer device, which shall record tank temperatures whenever asphalt-rubber is in any stage of production.

Seven days before production of asphalt-rubber starts, the Contractor shall provide the Engineer approximately double the number of charts estimated to be needed to produce the necessary binder quantity. These charts will be numbered and signed by the Engineer and returned to the Contractor prior to start of production. These signed and numbered charts shall be used throughout production of the asphalt-rubber binder. Charts shall be used in the consecutive order as numbered by the Engineer beginning with number one, and shall be returned weekly after use to the Engineer. Charts will be identified with the date they were used by the Contractor at time of installing on the equipment, and shall be identified as to the tank to which they were attached. Production of asphalt-rubber shall be terminated if this procedure is not followed and will not be restarted until Contractor demonstrates to the Engineer that it is capable of complying with this requirement.

At the start of each production day, the paper chart shall be replaced with a new signed, dated and numbered sheet, the lead scribe shall be sharpened or ink well filled, and the circle chart shall be calibrated against a sample of material drawn early from the first batch of the day. Any calibration adjustments shall be recorded in the appropriate space provided on the batch log sheet. A spare functional circle chart device shall be at the plant at all times for immediate installation should failure occur on a circle chart device being used. Calibration shall be performed as part of such installation. The lack of a functional circle chart device on the reaction tank shall be cause to terminate production of asphalt-rubber binder. A blunt lead scribe or low ink, or a paper chart used on a prior day will be considered to render the device non-functional.

Storage Tank. After a complete reaction is verified by viscosity readings acceptable to the Engineer, the material shall be held in a storage tank that is fully isolated from material that is not fully reacted. This tank shall be the only tank feeding the ARHM plant. No material shall be transferred to the storage tank feeding the plant until reaction is complete in the reaction tank.

APPLICATION
ARHM-GG construction on system 3 streets shall be performed on a different day than on intersections that are not contiguous with a system 3 street, without written authorization from the Engineer. Non-conformance with this requirement will be cause to pay for tonnage of pavement in all areas on that day at the lowest of the two tonnage prices.

ARHM-GG shall be complete in all areas prior to slurry.

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REHABILITATION PROJECT NO. STBGL-5168(035) -147-

SPECIFICATIONS
Tack coat material for overlay shall be SS-Ih applied at a rate of 0.32 liter per square meter (0.08 gal/SY) on all areas except on ARAM, where tack coat shall be at a rate of 0.24 liter per square meter (0.05 gal/SY).

All PCC surfaces, to be crossed by trucks used to haul ARHM, that are within 500 feet of the work limits shall be covered with sand or other durable covering prior to applying tack coat.

Contractor shall have sufficient power brooms on site during all periods of distribution and spreading to provide for cleanup of haul routes and work areas. Power broom shall provide miscellaneous cleanup of ARHM spoils as directed by the Engineer.

Mixing Binder with Aggregate
For drum plants, the system shall run fully automatic with the only input to the AC plant computer being information transmitted automatically from a Corealis mass flow meter on the line of the asphalt-rubber feed to the AC plant. All automatic shutdown features of the AC plant shall be fully functional.

Distribution and Spreading
The ambient temperature shall not exceed 105° F at time of placing ARHM.

The temperature of ARHM shall be minimum 290 degrees Fahrenheit directly behind the paving machine and high enough upon delivery that pavement temperature after two passes with the breakdown roller exceeds 240 degrees Fahrenheit.

To avoid picking up loose rock in the overlay area, the tires of all trucks must be lightly oiled with linseed oil or soy bean oil or approved equal. Diesel fuel will not be allowed on the project at all for oil down of any equipment.

Raking of ARHM shall be eliminated as much as possible. ARHM material shall not be cast across the mat under any circumstance. Raking shall be just enough to set up edges for uniform joins without casting material. Screed controls shall be the predominant means of controlling material at joins. In areas where paving machines can not be used due to space constraints, material shall not be thrown by shovels. Material shall be removed directly from the paving machine hopper and shall be placed directly in its final location, to be distributed with minimal raking. Material may be dumped directly from a truck, but further material distribution shall be by shovel directly to its final location with minimal raking. A small rubber tire tractor with a screed type attachment may be used to spread a pile dumped from a truck, but raking shall be minimized after spreading.

The paving machine screed shall not be pulled across an area already paved with ARHM, even adjacent to narrow areas to be paved. Such narrow areas shall have ARHM distributed by methods specified by shovel or rubber tire tractor, unless the adjacent area has hardened enough and will not be significantly marred by passing the screed over it. Even if hardened adequately, COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -148-

SPECIFICATIONS
Contractor shall spread rock dust by hand tools to avoid cohesion of the ARHM in the screed to the existing surface of such areas of freshly cured ARHM.

Contractor shall maintain a functioning infrared heat measurement device in close proximity to each paving machine at all times. Contractor shall provide a pavement temperature reading, with an infrared heat measurement instrument, when requested by the Engineer. Inaccessibility of a heat measurement shall be cause for termination of paving operations.

Transverse cold joints shall be provided such that longitudinal joints are not left exposed at the end of the workday.

Contractor shall provide 20 foot long automatic screed control on both sides of the paving machine for all paving with paving machine, as directed by Engineer.

Rolling
Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Join lines between successive runs shall be within 150 mm (6 inches) of lane lines or a minimum of 3.6 m (12 feet) outside of the outer most lane line.

Initial breakdown rolling shall be static. Breakdown roller shall make two passes over all areas.

A pass shall mean one passage of the roller over an area.

An intermediate roller of the same or greater width than the breakdown roller shall be rolling directly behind the breakdown roller at all times, and paving shall cease if intermediate rolling is terminated for any reason. Additional intermediate rollers may be necessary depending on production rates. Intermediate roller shall make 2 passes unless otherwise directed or approved by the Engineer.

The rolling pattern shall be approved by the Engineer and once established, the rolling pattern shall remain consistent, unless conditions change and a modified rolling pattern is needed to conform to specification. Engineer shall be notified immediately on change of rolling pattern.

All finish rolling shall be performed by a separate finish roller.

To ensure optimum quality control, the use of more than one paver must be approved in advance by the Engineer, and will generally require one foreman, one sweeper, and a full complement of rollers per Subsection 302-5 of the Standard Specifications and this Subsection 302-9.5 for each paving machine.

An extra breakdown roller shall be on site at all times, free of defects.

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SPECIFICATIONS
A finish roller shall be provided in addition to intermediate rolling to perform all finish rolling, such that the intermediate roller can stay immediately behind the breakdown roller at all times.

The second sentence of Subsection 302-9.6 is hereby deleted and replaced with the following:

Rock dust blotter shall be washed concrete sand per Fine Aggregate in Section 90, spread at rate of 2 to 3 pounds per square yard as necessary to maintain traffic at the direction of the Engineer. Excess sand spread on adjoining areas to receive ARHM-GG shall be thoroughly swept before spreading any binder.

Warranty
The Contractor shall warranty the materials and workmanship of the Asphalt-Rubber Hot Mix - Gap Graded (ARHM-GG), for a period of 365 days, and shall repair defects identified during the warranty period, in conformance with these special provisions. The warranty period shall start upon acceptance of the pavement.

During the warranty period, should an area of ARHM-GG be found to be defective, the Engineer will notify the Contractor in writing of the areas to be repaired. The Contractor shall complete the repairs within 30 days from the date of the notification letter, unless the Engineer determines that weather conditions are unsuitable, in conformance with the provisions in Section 8-1.06, "Time of Completion," of the Standard Specifications, for completing the repair work, in which case the Engineer will allow additional time for completion of the repairs.

The Engineer shall decide all questions which arise as to the performance of the ARHM-GG during the warranty period and as to the acceptable fulfillment of the warranty, in conformance with the provisions in Section 5-1.01, "Authority of the Engineer," of the Standard Specifications.

Construction area signs, shown on the plans, shall be removed upon completion of the contract item work, except for work required by the warranty. During the warranty period, the Contractor shall place and maintain signs in conformance with Section 12-3, "Traffic-Handling Equipment and Devices," of the Standard Specifications and these special provisions. Signs shall be, at the Contractor's option, either stationary mounted or portable signs conforming to the provisions in "Construction Area Signs" of these special provisions.

At least 7 days prior to beginning placement of the leveling course under the ARHM- GG, the Contractor shall submit to the Engineer a written list of existing defective areas, identifying the lane direction, lane number, starting and ending highway post locations and defect type. Within 7 working days of receiving the list of existing defective areas, the Engineer will review the list and provide the Contractor written approval or revisions of the areas, as being excluded from the warranty.

Alligator pavement shall mean areas of pavement surrounded by cracks on the full perimeter where the maximum dimension of the area within the perimeter is less than 10 inches, and such COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
areas are multiple and clustered together contiguous to each other. Defects in the existing surfacing which may qualify areas for exclusion from the warranty include: Rutting greater than 9mm in combination with flushing of surface pavement as flushing as defined herein in more than 10% of the rutted area; rutting greater than 9 mm in combination with alligator cracking in more that 15% of the rutted area; patches of cold mixed asphalt concrete placed within the last 12 months. Rutting that shall be excluded from the warranty is defined as a longitudinal depression in the wheel path that, when measured by placing a straightedge 3.60.06-m long on the finished surface and perpendicular with the center line, varies more than 9 mm from the lower edge of the straightedge, in combination with alligator cracking or flushing in the percentages described above. Segments of the project excluded from warranty for rutting or cracking shall be warranted for the other criteria. Segments repaired by the Contractor shall be warranted for all criteria. Placement of the Asphalt-Rubber Hot Mix (Type GG) shall not begin until the Engineer has approved the list of existing defective areas, and repairs included in the contract have been made. The Asphalt-Rubber Hot Mix (Type GG) placed over areas shown on the plans or designated by the Engineer to be repaired shall be warranted.

When it is anticipated that there will be a suspension of work of more than 120 days, the Contractor may request in writing that a separate warranty period be established for the portion of ARHM- GG already completed. If the Engineer determines that the designated portion of ARHM- GG work has been completed in conformance with the requirements of the contract, the Engineer will recommend that the Director relieve the Contractor of the duty of maintaining and protecting the designated portion of ARHM- GG work in conformance with the provisions in Section 7-1.15, "Relief from Maintenance and Responsibility," of the Standard Specifications, except for work required by the warranty, and the Engineer will notify the Contractor in writing of the date of the start of the separate warranty period and the date on which the separate warranty period will be complete. The relief from maintenance and responsibility shall apply to the designated portion of ARHM- GG only, and does not constitute completion of a contract item of work. Upon completion of the separate warranty period, no further work will be required on the designated portion of ARHM- GG. No separate interim estimate will be prepared for the designated portion of ARHM- GG. No more than one separate warranty period will be allowed during the contract.

The following criteria for identifying defective material placed by the Contractor shall apply to the ARHM- GG during the warranty period:

A. Rutting consists of a longitudinal surface depression in the wheel path which is, when measured by placing a straight edge, 3.6-m long on the finished surface and perpendicular with the center line varies more than 9 mm from the lower edge of the straightedge for a 20-m length.

B. Raveling consists of the separation of the aggregate from the binder.

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SPECIFICATIONS
C. Flushing consists of the occurrence of a film of bituminous material on the surface of the ARHM- GG which results in a coefficient of friction of less than 0.30, determined in conformance with the requirements in California Test 342.

D. Delamination consists of the loss of the bond between the layers of pavement.

E. Pot holes consist of the loss of ARM- GG material, between 0.008-m2 and 0.5-m2.

Lengths of each lane with rutting in the ARHM- GG shall have the 20-m length area repaired.

Areas in the ARHM- GG, of raveling, flushing or delamination that are greater than 0.5-m2, and pot holes shall be considered defective and shall be repaired.

Areas of rutting, raveling, flushing and delamination to be repaired shall be removed to 25 mm depth of the ARHM- GG, by cold milling in conformance with these special provisions, for the full lane width and the length of the area determined to be defective, plus 2-m on each end measured along the lane line. The area planed shall then be repaired by placing ARHM- GG in conformance with the provisions in "ARHM- GG" of these special provisions, produced by the same plant and aggregate source as original ARHM-GG.

If the area between 2 consecutive repairs, except repairs of pot holes is less than 6 m in length, measured along the lane line, that area shall also be repaired.

If the total length of repairs, measured along the lane line, exceeds 60-m of any 300 meter length of a lane or shoulder, an additional layer of ARHM- GG in conformance with the provisions in ASPHALT-RUBBER HOT MIX - GAP GRADED (ARHM-GG) of these special provisions, 30 mm in thickness, shall be placed on that 300 meter length on lanes and shoulders. If a continuous area of 60 m or more in length, within that 300 meter length, has not been repaired and does not contain defective areas, the additional layer of ARHM- GG will not be required on that area. If placement of the additional layer will interfere with the location, clearances or function of highway facilities, areas requiring the additional layer shall be removed to the full depth of the ARHM- GG, by cold milling and ARHM- GG shall be placed in conformance with the provisions in ASPHALT-RUBBER HOT MIX - GAP GRADED (ARHM-GG) of these special provisions and as shown on the plans.

Areas of rutting, raveling, flushing, delamination, or pot holes which create a condition hazardous to traffic shall be temporarily patched by placing a layer of commercial quality paving grade asphalt concrete over the defective area, or filling pot holes with that material, to provide a temporary traveling surface, or shall be repaired as specified above.

The Contractor shall begin placing temporary patches within 2 days after notification of the condition by the Engineer and shall complete the work within 3 days of that notification.

Upon 3 days after notification of the Contractor, the Engineer may make or cause to be made the needed temporary patches and provide a detailed billing to the Contractor for the work.

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SPECIFICATIONS
The Contractor shall reimburse the City for the work within 60 days of receipt of the billing, or the costs may be deducted from any moneys due or to become due the Contractor under the contract. If the total area of temporary patching placed or to be placed exceeds 5 percent of any 100-m length of a lane or shoulder, the entire lane or shoulder for that 60-m length shall be repaired as specified above, and the temporary patches previously placed in that 100-m length shall be removed prior to placing the repair.

Temporary patches greater than 0.5-m2 in area shall be removed and a repair placed within 20 days after expiration of the warranty period. If the Engineer determines that a temporary patch provides an acceptable traveling surface, the patch may remain in place.

As an alternative to the materials and methods specified above for repairs and temporary patches, the Contractor may use other materials or methods which will provide performance equal to or better than the ARHM- GG placed in conformance with the provisions in "ARHM-GG" of these special provisions, if the alternative materials and methods are approved in writing by the Engineer, except no alternative to removing the full depth of the ARHM- GG specified herein will be allowed for areas of flushing.

Should the Contractor fail or refuse to comply with the requirements of the warranty, the Engineer may make or cause to be made the needed repair work and provide a detailed billing to the Contractor for the work. The Contractor will be charged the cost for the work. This charge will be deducted from any payments due or to become due the Contractor.

Temporary patches and repairs made or caused to be made by the State, due to the Contractor's failure to comply with the requirements of the warranty, shall not void the warranty of the ARHM- GG. The Contractor shall continue to warranty the ARHM- GG, including areas patched or repaired by the Contractor or by the State, for the remainder of the warranty period.

Warranty will be paid for on a lump sum basis. The contract lump sum price paid for warranty shall include full compensation for providing a warranty for Asphalt-Rubber Hot Mix (Type GG) and for furnishing labor, materials, tools, equipment, and incidentals, and doing the work involved in repairing defective areas in the Asphalt-Rubber Hot Mix (Type GG), including job site inspection, placement and removal of temporary patches, cold planning, repair of defective areas, sealing cracks and replacement of traffic stripes, pavement markings and pavement markers obliterated by patches and repairs, as shown on the plans or described in the specifications, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer. Payment for the warranty item will be made in 10 equal payments.

The first payment will be made on the third progress payment date after the warranty period begins, and subsequent payments will be made monthly thereafter. Retention payment for the remainder of the work will be made under normal procedures and within normal timeframes; the payment for Warranty will be independent of other payments including retention. Ten percent retention for any Warranty work actually performed based on estimate of cost by the Engineer will be withheld until 35 days after the Warranty period has expired.

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SPECIFICATIONS
Full compensation for furnishing construction area signs required for the direction of public traffic through or around the work during the warranty period and for erecting or placing, maintaining (including covering and uncovering as needed) and, when no longer required, removing construction area signs at locations shown on the plans, during the warranty period, shall be considered as included in the cost for warranty and no separate payment will be made therefore.

The work shall consist of installing asphalt concrete Type A ½ inch Hot Mix Asphalt conforming to Section 39 of Caltrans Standard Specifications 2010. Use PG 64-16 binder in conformance with specifications. The Contractor shall submit for approval to the City Engineer a Caltrans signed and verified Job Mix Formula (JMF) on Caltrans Form CEM 3513, 15 days prior to the beginning of the work.

Placing
All holes and cracks exceeding 2 inches deep by 5 inches wide by 7 inches long in all 3 dimensions shall be filled with asphalt concrete approved for skin patch compacted level with the top of the existing pavement. All cracks and joints 1/4 inch or greater in width shall be blown thoroughly clear with high pressure air or power broom clean to a depth of 3/4-inch min. prior to final sweeping just ahead of leveling course.

Tack coat on all feathered areas and cold milled areas shall be SS-1h applied at .48 liters per square meter (.12 gal/sy).

The Contractor shall place asphalt concrete with a self-propelled asphalt paving machine.

Contractor shall provide a 20 foot long automatic screed control on both sides of the paving machine for all paving with paving machine, as directed by Engineer.

Each paving machine used will require a paving foreman for each machine along with a full set of rollers as specified and two rakers and one shoveler laborer as a minimum.

Asphalt concrete shall be placed at a minimum thickness of ¾-inch. Non-uniform surface voids or scraped rock surfaces on the surface of the mat behind the screed will be considered indication of aggregate particle conflicts between screed and existing grade, resulting in cessation of paving until adjustment of thickness to provide for a smooth surface is provided to the satisfaction of the Engineer.

Rolling along a joint shall be such that the widest part of the roller is on the hot side of the joint.

Rubber tire rollers shall be used on any leveling course.

Join lines between successive runs shall be within 150 mm (6 inches) of lane lines or a minimum of 3.6 m (12 feet) outside of the outer most lane line.

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SPECIFICATIONS
Compaction
The Contractor shall use the following equipment as a minimum:

One pass with a steel wheeled 2-axle tandem vibratory breakdown roller weighing between 10 tons and 12 tons with wheels whose diameter shall measure a minimum of 40 inches.

Two passes with a pneumatic-tired roller weighing not less than 12 tons.

An 8 to 10 ton roller shall perform finish rolling.

Payment
Payment for ARHM-GG shall be by the Ton, at the price named in the bid schedule.

CONCRETE IMPROVEMENTS
Concrete Removal
Saw-cutting and removal of concrete as shown on the Plans and as quantified by the Bid Schedule shall conform to Subsection 401-3.2 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.

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SPECIFICATIONS
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.

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:

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:

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SPECIFICATIONS
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.

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 (150mm) 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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
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.

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.

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SPECIFICATIONS
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.

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:

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SPECIFICATIONS
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 "Construct Curb and Gutter" shall be measured as Linear Feet (LF) and considered to include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required as shown on the plans, as specified in these special provisions; as approved by the Engineer and no additional compensation shall be allowed therefore.

The Contract unit price for "Sidewalk" shall be measured as square feet and considered to include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required as shown on the plans, as specified in these special provisions; as approved by the Engineer and no additional compensation shall be allowed therefore.

The Contract unit price per "Construct Curb Ramp" shall be measured as each and considered to include full compensation for furnishing all labor, materials, tools, equipment, and incidentals required as shown on the plans, as specified in these special provisions; as approved by the Engineer and no additional compensation shall be allowed therefore.

The Contract unit price paid for the various items of PCC work shall include full compensation for all labor, tools, materials, equipment, and incidentals including, but not limited to, formwork, finishing, aggregate base under commercial driveways, cast in place and adhesive ADA/ CCR Title 24 - Accessibility Regulations approved installed detectable warning panels, reinforcing steel, earthwork (excavation and backfill), 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 PCC. No separate or additional compensation shall be allowed therefore.

8. UTILITY LID ADJUSTMENT
Contractor shall be responsible to adjust pull boxes and valve covers to grade or to grade and/or 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
Manholes shall be adjusted to grade in accordance with Section 302-5.8, "Manhole (and other structures) of the Standard Specifications and these Special Provisions.

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.

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SPECIFICATIONS
Manhole frames and 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 1/4" above the finished grade of the immediately adjacent pavement.

The method of adjusting existing manholes frames and covers in areas of new pavement shall be as follows:
(1) Manhole frames and covers and manhole shafts shall be removed to a depth of six inches below subgrade and covered with an adequate steel cover. (2) Upon completion of roadway construction, circular holes, no larger than 1' greater than the manhole, shall be cut where the manhole exists.
(3) The manholes shall then be raised to the proper grade, the manhole frames and covers replaced, and the pavement shall be replaced with an asphalt concrete structural section equivalent to that existing in adjacent areas.

If the manhole cover is unstable or noisy under traffic, said conditions shall be corrected by placing a coil of asphalt saturated rope, a plastic type washer or asphaltic compounds, as approved by the Engineer, on the cover seat.

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.

9. 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.

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 COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
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.

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.

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SPECIFICATIONS

10. STRIPING
Signing and Striping shall be placed as shown on plans, as directed by the engineer, and in conformance with these Special Provisions.

All details and dimensions for traffic striping and marking shall conform to the Latest Caltrans Plan and specifications and California Manual on Uniform Traffic Control Devices, latest edition.

Thermoplastic Material
This work shall consist of furnishing and applying thermoplastic traffic stripes and pavement markings, including glass beads
The thermoplastic material shall conform to State Specification PTH-02SPRAY, PTH-O2HYDRO or PTH-02ALKYD.

Paint Material
This work shall consist of applying painted traffic stripes and pavement markings, shall conform to the following State Specifications:

State
Paint Type Color Specification No.

Waterborne Traffic Line White, Yellow and State Specification Black PTWB-01R2
Acetone-Based White, Yellow and State Specification PT- Black 150VOC(A)
Waterborne Traffic Line Blue, Red and Green Federal Specification TT- for disabled persons' P-1952E
parking, and other curb
markings
The color of painted traffic stripes and pavement markings must comply with ASTM D6628 The kind of paint to be used (waterborne or acetone-based) shall be determined by the Contractor based on the time of year the paint is applied and local air pollution control regulations.

Thinning of paint will not be allowed.

Paint shall be tested prior to use or the manufacturer shall provide the Engineer with a Certificate of Compliance in conformance with the provisions of Caltrans Specifications Section 6-2.03C, "Certificates of Compliance." The certificate shall certify that the paint complies with the specifications and that paint manufactured to the same formulation and process has previously COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

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SPECIFICATIONS
passed State testing. A list of manufacturers that have produced paint meeting State specifications is available from the Transportation Laboratory. (Material supplied by manufacturers other than those that have manufactured approved paint will require complete testing.)
Glass Beads
Glass beads to be applied to the surface of the molten thermoplastic material shall conform to the requirements of State Specification 8010-004.

State Specifications for thermoplastic material and glass beads may be obtained from the Transportation Laboratory.

Surface Preparation and Application
Existing surfacing which is to receive the thermoplastic material shall be mechanically wire brushed to remove all dirt and contaminants. Surfaces of new portland cement concrete pavement to receive the thermoplastic material shall be mechanically wire brushed or abrasive blast cleaned to remove all laitance and curing compound.

Existing pavement markers which are damaged by blast cleaning or wire brushing shall be removed and replaced by the Contractor at the Contractor's expense.

Thermoplastic material shall be applied only to dry pavement surfaces and only when the pavement surface temperature is above 50° F.

A primer, of the type recommended by the manufacturer of the thermoplastic material, shall be applied to all asphaltic surfaces over 6 months old and to all portland cement concrete surfaces.

The primer shall be applied immediately in advance of, but concurrent with, the application of thermoplastic material. The primer shall be applied at the application rate recommended by the manufacturer and shall not be thinned.

Preheaters with mixers having 360 degree rotation shall be used to preheat material.

The thermoplastic material shall be applied to the pavement at a temperature between 400° F and 425° F, unless a different temperature is recommended by the manufacturer.

The thermoplastic material shall be applied by either spray or extrusion methods in a single uniform layer.

Stencils shall be used when applying thermoplastic material for pavement markings.

The pavement surface to which thermoplastic material is applied shall be completely coated by the material and the voids of the pavement surface shall be filled.

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REHABILITATION PROJECT NO. STBGL-5168(035) -164-

SPECIFICATIONS
Unless otherwise specified in the special provisions, the thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.060-inch. Thermoplastic material for pavement markings shall be applied at a thickness of 0.100-inch to 0.150-inch. Glass beads shall be applied immediately to the surface of the molten thermoplastic material at a rate of not less than 8 pounds per 100 square feet. The amount of glass beads applied shall be measured by stabbing the glass bead tank with a calibrated rod.

Application Equipment
Mechanical mixers shall be used to mix paint. Prior to applying, the paint shall be mixed a sufficient length of time to thoroughly mix the pigment and vehicle together, and shall be kept thoroughly agitated during its application.

Mechanical means shall be used to paint traffic stripes and pavement markings and to apply the glass beads for traffic stripes.

Equipment used in the application of traffic stripes and pavement markings shall produce stripes and pavement markings of uniform quality that conform to the specified requirements.

Stencils and hand spray equipment shall be used to paint pavement markings. Stencils shall conform to the dimensions shown on the plans.

The striping machine shall be capable of accurately superimposing succeeding coats of traffic paint upon the first coat and upon existing stripes at a speed of at least 5 miles per hour.

The striping machine shall consist of a rubber-tired vehicle that is maneuverable to the extent that straight lines can be followed and normal curves can be made in true arcs. It shall be capable of applying traffic paints and glass beads at the rates specified. The striping machine shall be equipped with the following: (a) a pointer or sighting device not less than 5 feet long and extending from the front of the machine; (b) a pointer or sighting device extending from the side of the machine to gauge the distance from the centerline for painting shoulder stripes; (c) a positive acting cutoff device to prevent depositing paint in gaps of broken stripes; (d) shields or an adjustable air curtain for line control; (e) pressure regulators and gages (if pneumatically operated) that are in full view of the operator; (f) a paint strainer in the paint supply line; (g) a paint storage tank with a mechanical agitator that operates continuously during painting operations; (h) a glass bead dispenser located behind the paint applicator nozzle and which is controlled simultaneously with the paint applicator nozzle; and (i) calibrated rods for measuring the volumes of paint and glass beads in the paint and glass bead tanks.

Spray equipment shall be of a proper type and of adequate capacity for the work. Air atomized spray equipment shall be equipped with oil and water extractors and pressure regulators and shall have adequate air volume and compressor recovery capacity. Spray gun tip needle assemblies and orifices shall be of the proper sizes.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -165-

SPECIFICATIONS
Attention is directed to Caltrans Specifications Section 5-1.11, "Alternative Equipment," of these specifications.

Where the configuration or location of a traffic stripe is such that the use of a striping machine is unsuitable, traffic paint and glass beads may be applied by other methods and equipment approved by the Engineer. The Engineer will determine if the striping machine is unsuitable for a particular use.

Application
Traffic stripes and pavement markings shall be applied only on dry surfaces and only during periods of favorable weather. Painting shall not be performed when the atmospheric temperature is below 40°F when using acetone-based paint or below 50°F when using waterborne paint; when freshly painted surfaces may become damaged by rain, fog, or condensation; nor when it can be anticipated that the atmospheric temperature will drop below the aforementioned 40° For 50° F temperatures during the drying period.

Surfaces which are to receive traffic stripes and pavement markings shall be cleaned of all dirt and loose material.

A one-coat 3-inch wide black stripe shall be painted between the two 4-inch wide yellow stripes of a double traffic stripe. If the two 4-inch wide yellow stripes are to be applied in 2 coats, the black stripe shall be applied concurrently with the second coat of yellow stripes.

On new surfacing, pavement markings and traffic stripes (except the black stripe between the yellow stripes of a double traffic stripe) shall be applied in 2 coats unless otherwise shown on the plans. The first coat of paint shall be dry before application of the second coat.

On 2-lane highways, when the first coat of the centerline stripe is applied in the same direction as the post miles increase, the right-hand spray gun of the 3 spray guns used to apply double yellow stripe shall be used to apply a single yellow stripe. When the first coat of the centerline stripe is applied in the same direction as the post miles decrease, the left-hand spray gun of the 3 spray guns used to apply double yellow stripe shall be used to apply a single yellow stripe. The second coat of centerline striping shall be applied in the opposite direction that the first coat was applied.

On existing surfacing, pavement markings and traffic stripes shall be applied in one coat.

Each coat of paint for any traffic stripe, including glass beads where required, shall be applied in one pass of the striping machine, regardless of the number, widths and patterns of individual stripes involved.

Paint to be applied in one coat shall be applied at an approximate rate of one gallon per 107 square feet.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -166-

SPECIFICATIONS
Paint to be applied in 2 coats shall be applied approximately as follows:

Square Foot Coverage
Per Gallon
Paint Type First Coat Second Coat
Waterborne 215 215
Paint
Acetone-Based 360 150
Paint
Apply glass beads at an approximate rate of 5 lb/gal of paint The exact rate of paint to be applied will be determined by the Engineer. The volume of paint applied shall be measured by stabbing the paint tank with a calibrated rod. At the option of the Engineer, if the striping machine is provided with paint gages, the volume of paint may be determined by using the gages.

Unless otherwise directed by the Engineer, glass beads shall be uniformly incorporated in all coats of paint concurrently with the application of the paint, except that glass beads shall not be applied to black paint. Beads shall be embedded in the coat of traffic paint being applied to a depth of one-half their diameter.

Glass beads shall be applied at an approximate rate of 5 pounds per gallon of paint. The exact rate will be determined by the Engineer. The amount of glass beads applied shall be measured by stabbing the glass bead tank with a calibrated rod.

The Contractor or representative will meet with the City Public Works Director/City Engineer and will clearly mark existing loops not to be damaged or removed.

If any part of the loop conductor, including the portion leading to the adjacent pull box, is damaged by the Contractor's operations, the entire detector loop shall be replaced. If any adjacent loop(s) are/is damaged during such replacement, that loop shall also be replaced.

Raised Pavement Markers
The markers shall conform to the shape, dimensions and tolerances shown on the plans.

Pavement markers shall be of the type and color shown on the plans or specified in these specifications and the special provisions.

Pavement markers shall conform to one or more of the following types:

Type A- Non-Reflective White Markers
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -167-

SPECIFICATIONS
Type AY- Non-Reflective Yellow Markers
Type C- Red-Clear Retroreflective Markers
Type D— 2-Way Yellow Retroreflective Markers
Type G- One-Way Clear Retroreflective Markers
Type H— One-Way Yellow Retroreflective Markers
Certificates of compliance shall be furnished for pavement markers as specified in the special provisions.

Except as otherwise provided in this Section 81-3.03, pavement markers shall be cemented to the pavement with hot melt bituminous adhesive or rapid set type epoxy adhesive in conformance with the manufacturer's instructions
Traffic Loops
The Contractor or representative will meet with the City Public Works Director/City Engineer and will clearly mark existing loops not to be damaged or removed.

If any part of the loop conductor, including the portion leading to the adjacent pull box, is damaged by the Contractor's operations, the entire detector loop shall be replaced. If any adjacent loop(s) are/is damaged during such replacement, that loop shall also be replaced Payment
The contract unit price for applying traffic stripes and raised markers shall be made at the lump sum bid item and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in applying thermoplastic traffic stripes and pavement markings, complete in place, including establishing alignment for stripes and layout work, as shown on the plans, as specified in these specifications and the special provisions, and as directed by the engineer.

COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -168-

SPECIFICATIONS

THIS PAGE LEFT BLANK INTENTIONALLY
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD.

REHABILITATION PROJECT NO. STBGL-5168(035) -169-

SPECIFICATIONS

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

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

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

Dated
Contractor's Name
Contractor's Signature
Title
Local Assistance Procedures Manual EXHBIT 10-Q
Disclosure of Lobbying Activities
ExHIIT 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 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:
c. loan guarantee year quarter
f. loan insurance date of last report

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

Prime / Subawardee
Tier _, if known
Congressional District, if known Congressional District, if known

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

CFDA Number, if applicable

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

10. Name and Address of Lobby Entity 11. Individuals Performing Services (If individual, last name, first name, MI) (including address if different from No. 10) (last name, first name, MD
(attach Continuation Sheets) if necessary)

12. Amount of Payment (check all 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): :. commission a. cash . contingent fe
b. in-kind; specify: nature_ e deferred
Value f. other, snecify
rief Description of Services Performed or to be performed and Date(s) of Service, includi ficer(s), employee(s), or member(s) contacted, for Payment Indicated in Item 1 (attach Continuation Sheets) if necessary)

16. Continuation Sheets) attached: Yes No

17. musc. Scion 182 This tic sure bring liance
as placed by the tier above when his transaction was made Signature:
tered into. This disclosure is required pursuant to 31 U.S.

Print Name:
semiannually and will be available for public inspection. An person who fails to file the required disclosure shall be subjec Title:
o a civil penalty of not less than $10,000 and not more than 100,000 for each such failure Telephone No.: Date:

Authorized for Local Reproduction
Federal Use Only: Standard Form - LLL
Standard Form ILL 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 n employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additiona nformation if the space on the form is inadequate. Complete all items that apply for both the initial filing and materia change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

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

2. Identify the status of the covered federal action.

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

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

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

6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation, United States Coast Guard.

7. Enter the federal program name or description for the covered federal action (item I). 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 (Item 10). Indicate whether the payment has been made (actual) or will be made (planned). Check all boxes that apply. If this is a material change report, enter the cumulative amount of payment made or planned to be made.

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 officer (s) or employee(s) contacted or the officers) employee(s) or Member(s) of Congress that were contacted.

16. Check whether or not a continuation sheet(s) 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- LLL-Instructions Rev. 06-04

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 must be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at https://www.dir.ca.gov/Public-Works/Contractor- Registration.html. The local agency will verify registration of all contractors and subcontractors on public works projects at bid and thereafter annually to assure that yearly registration is maintained throughout the life of the project.

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).

FEDERAL PROJECT NUMBER:

Photocopy this form for additional firms.

Subcontractor Name & Location Line Item & Description Subcontract Percentage of Contractor License Number DBE DBE Cert Number Annual Gross Receipts
Amount Bid Item (YIN)
Subcontracted
DIR Reg Number
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
NAME < $1 million
< $5 millior
< $10 million
City, State < $15 million
Age of Firm in
years
NAME
< $1 million
< $5 million
< $10 million
City, State < $15 million
NAME
$1 mill
55 milli
7< $10 million
City, State 1<515 million
Age of Firm in
years
NAME < $1 million
< $5 million
< $10 millior
City, State < $15 millior
A farm in
NAME $1 milli
$5 milli
< $10 million
City, State T< $15 million
Age of Firm in
years
NAME * $1 million
< $5 million
7 < $10 million
City, State < $15 million
A farm in
NAME
1< $1 million
7< $5 million
< s10 million
City, State < $15 million
NAME 51 milli
$5 milli
< $10 million
City, State < $15 million
Age of Firm in
years
Distribution - Original: Local Agency File; Copy: DLAE w/Award Package

September 2021
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 subcontractors who provided a quote or bid but were not selected to participate as a subcontractor on this project.

FEDERAL PROJECT NUMBER:

Photocopy this form for additional firms.

Subcontractor Name & Location Line Item & Description Subcontract Percentage of Contractor License Number DBE DBE Cert Number Amount (Y/N) Annual Gross Receipts
Bid Item
Subcontracted DIR Rog Number
NAME ] < $1 million
= $5 million
T< $10 million
City, State T< $15 million
NAME <$1 million
< $5 million
< $10 million
City, State (<515 million
NAME
-Smile
< $10 millior
City, State < $15 millio
Age of Firm in
years
NAME T<$1 million
<$5 million
< $10 millicn
City, State < $15 millior
a germ in
NAME -Somalion
< $10 millior
City, State - s15 million
Age of Firm in
years
NAME T<$1 million
< $5 million
< s1o million
City, State 7< $15 million
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
NAME
1-S milion
< S10 millior
City, State < $15 millio
Age of Firm in
years
NAME < $1 million
< $5 million
< $10 millio
City, State < $15 millia
A gearism in
Distribution - Original: Local Agency File; Copy: DLAE w/Award Package

September 2021
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: LI 7. Bid Amount:

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

10. Bid 12. NAICS or 14. DBE Contact Information 15. DBE Item 11. Description of Work, Service, o Work (Must be certified on the date bids are Dollar Number Materials Supplie Category opened) Amoun
Codes
Local Agency to Complete this Section upon Execution of Award 16. TOTAL CLAIMED DBE PARTICIPATION $0.00

22. Local Agency Contract Number:

23. Federal-Aid Project Number:

0.00 %

24. Bid Opening Date:

25. Contract Award Date:

26. Award Amount:

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

27. Local Agency Representative's Signature 28. Date 17. Preparer's Signature 18. Date

29. Local Agency Representative's Name "30. Phone 19. Preparer's Name 20. Phone

31. Local Agency Representative's Title 21. Preparer's Title DISTRIBUTION: 1. Original - Local Agency

2. Copy - Caltrans District Local Assistance Engineer (DLAE). Failure to submit to DLAE within 30 days of contract execution may result in de-obligation of federal funds on contract.

3. Include additional copy with award package.
-

January 2023
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 agency that is administering the contract.

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

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

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

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. NAICS or Work Category Codes - Enter NAICS or Work Category Codes from the California Unified Certification Program database.

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

14. 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

15. 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.

16. 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).

17. Preparer's Signature - The person completing the DBE commitment form on behalf of the contractor's firm must

18. Date - Enter the date the DBE commitment form is signed by the contractor's preparer.

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

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

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

LOCAL AGENCY SECTION

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

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

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

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

26. Award Amount - Enter the contract award amount as stated in the executed contract.

27. 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

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

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

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

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

January 2023
Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS
Cost Proposal Due Date _PE/CE
Federal-aid Project No(s). Bid Opening Date CON
The established a Disadvantaged Business Enterprise (DBE) goal of _0.00% for this contract. The information provided herein shows the required good faith efforts to meet or exceed the DBE contract goal.

Proposers or bidders submit the following information to document their good faith efforts within five (5) calendar brotects the proposer's or bidder's eligibility for award of the contract if the administering agency determines thal he bidder failed to meet the goal for various reasons, e.g., a DBE firm was not certified at bid opening, or the bidder made a mathematical error.

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

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

Publications Dates of Advertisement
B. The names and dates of written notices sent to certified DEs soliciting bids for this project and BEs were interested used atal cingles of solist lins, ns to deterior it edity whether the.

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

May 2020
Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
C. The items of work made available to DBE firms including those unbundled contract work items into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate DBE participation in order to meet or exceed the DBE contract goal.

Items of Proposer or Bidder Breakdown of Amount Percentage Work Normally Performs Item Items ($) of
(Y/N) Contract
Pick 0.00%
Pick 0.00%
Pick 0.00%
Pick 0.00%
D. The names, addresses and phone numbers of rejected DBE firms, the reasons for the bidder's rejection of the DBEs, the firms selected for that work (please attach copies of quotes from the firms involved), and the price difference for each DBE if the selected firm is not a DBE:

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

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

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

May 2020
Local Assistance Procedures Manual Exhibit 15-H
Proposer/Contractor Good Faith Effort
F. Efforts (e.g. in advertisements and solicitations) made to assist interested DBEs in obtaining bonding, lines of credit or insurance, necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the DBE subcontractor purchases or leases from the prime 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, l.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:

May 2020
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 (DBE) and First-Tier Subcontractors

1. Local Agency Contract Number 2. Federal-Aid Project Number 3. Local Agency 4. Contract Acceptance 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 Materials Supplied Certification i Work Final
Number Business Address Non-DBE DBE
Number Completed Payment

15. ORIGINAL DBE COMMITMENT AMOUNT $ 16. TOTAL
List ail first-tier subcontractors/subconsultants and DBEs 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) HAVE 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

January 2023
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 Acceptance Date - Enter the date the contract was accepted by the Local Agency.

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 DEs 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. If the materials or supplies are obtained from a DBE manufacturer, count 100% of the cost of the materials or supplies toward DBE goals. If the materials or supplies are purchased from a DBE regular dealer/supplier, count 60% of the cost of the materials or supplies toward DBE goals. 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.

January 2023
Local Assistance Procedures Manual Exhibit 17-0
Disadvantaged Business Enterprises (DBE) Certification Status Change EXHIBIT 17-O DISADVANTAGED BUSINESS ENTERPRISES (DBE) CERTIFICATION STATUS CHANGE

1. Local Agency Contract Number 3. Local Agency 4. Contract Completion Date

5. Contractor/Consultant T 6. Business Address 7. Final Contract Amount

10. DBE 12. Certification/

8. Contract Decertification
Item 9. DBE Contact Information Certification Date 13. Comments 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 T 16. Phone 17. Date

I CERTIFY THAT THE CONTRACTING RECORDS AND ON-SITE PERFORMANCE OF THE DE(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 #2
COLE BOULEVARD BETWEEN M.L. KING AVE. AND BOWKER RD
REHABILITATION PROJECT NO. STBGL-5168(035)

CITY OF CALEXICO, CA

BORREGO
NTS

SPRINGS SEA IMPERIAL
SALTON

CITY NILAND
> CALIPATRIA ARIZONA
JULIAN
9178

ANZA-BURREGO

WESTMORLAND BRAWLEY
DESERT
STATE 86 COUNTY

RANGE PARK IMPERIAL

HOLTVILLE

WINTERHAVI

PINE CALEXICO
VALLEY

HEBERG CALEXICO

PROJECT

CAMPO JACUMBA
SITE

MEXICALI

ENDS AT BRIDGE

BEGIN AT E'LY ABUTMENTS
CURB RETURN G. CLEVELAND AVE AT BOWKER RD.

ML. KING AVE SHEFT 4 SHEET 6 SHEET 7 • SHEET 8

M L KING AVE ANDRADE AVE CLINTON AVE

YTURRALDE ST BOWKER AVE

VICINITY MAP
SCALE=NTS
SYSYEM 3 OVERLAY*

INDEX (ARHM-GG ON ARAM OVER

LEVELING COURSE)

ITEM SHEET

TITLE SHEET
PROJECT INFORMATION 2 *SEE CITY PAVEMENT
GENERAL NOTES 3 MANAGEMENT PLAN FOR
COLE BLVD 4 LOCATION MAP OF SYSTEM 3

CLX SYSTEM STREETS
CURB REPLACEMENT F: SCIENCECALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191COLE ROAD OVERLAY 2020\COLE ROAD OVERLAY - TITTLE SHEEY.OWG CLX DETAILS 12 Underground Service Alert
Call: TOLL FREE
811

TRO NOREDO DIES BETORE YOU DES
UNAUTHORIZED CHANGES AND USES :

Design Engineer will not be responsible for,
or liable for, unauthorized changes to or
uses of these plans. All changes to the
plons must be in writing
approved by • he priting e of that belona.

REVISION DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE SHEET:

C -Piles west IVAN NEGRETE
COLE BLD OVERLAY TITLE SHEET 01 0F16
DATE
AcTING PuBLIC Works DIRECTOR/CITY ENGINEER 06/06/2023

PROJECT INFORMATION

CITY OF CALEXICO, CA

PROJECT INFORMATION AGENCY CONTACTS
OWNER Y OF CALEXICO. CITY OF CALEXICO
INTACT: LILIANA FALON UTILITY SERVICE DEPARTMENT

ITY OF CALEXIC
TEL. 760-768-2100 SENER 60-788-2160
ENGINEER IMPERIAL IRRIGATION DISTRICT ((ID). SOUTHERN CALIFORNIA GAS COMPANY.

ENERGY DEPARTMENT NRIQUE CUEVA

PHST B NINE RING INC BARIONI BLVD
IMPERIAL, CA 92251
OFFICE 949.716.7670 FAX: 760-3-9-94-9280

NOTE TO CONTRACTOR

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ABBREVIATIONS AGG. AGGREGATE G.N.V. GROUND NOT VISIBLE
APPROX. APPROXIMATE INSIDE DIAMETER
FARLE A.C.P. ASBESTOS CEMENT PIPE e25 INVERT
AC. ASPHALT CONCRETE LINEAL FEET
B.C. EGINNING OF CURV MHS. MANHOLE
NEGLIGENCE OF DESIGN PROFESSIONALI B.C.R. BEGINNING OF CURVE RADIU NOT TO SCALE BLDG. BUILDING O.C.

BENCHMARK O.D.

ENGINEER'S NOTE TO CONTRACTOR C.B. CATCH BASIN OHE

C&G CURB AND GUTTER REF REFERENCE ONLY
TRUCTURES SHOWN ON THESE PLANS XISTENCE AND LOCATION C ANY UNDERGROUND UmLITY PIPES, CONDURS OR C.I. CAST IRON PERCENYATION

ARE OSTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. OF NO EXISTING C.L. CENTERLINE
UTILIMES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE C.M.C. CEMENT MORTAR COATED PUE PUBLIC UTILITY EASEMENT DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE C.M.L. CEMENT MORTAR LINED P.V.C. POLY VINYL CHLORIDE THE CONTRACTOR FURTHER ASSUMES ALL LIABILTY AND P.C.C.

FOR THE UNITY PIPES. CONDUTS OR STRUCTURES C.O. CLEAN OUT PORTLAND CONCRETE CEMENT CONC. CONCRETE p.p. POWER POLE
CENTERLNE PROP. PROPOSED
D.I. DUCTILE IRON R RADIUS
DIA DIAMETER R.C.P. REINFORCED CONCRETE PIF
• BENCH MARK: N/A D/V DRIVEWAY R/W IGHT-OF-WAY

DELTA S/W SIDEWALK
E.P. EDGE OF PAVEMENT SNST SIGN STREET
EL. OR ELEV. ELEVATION S.D. STORY DRAIN
NO SURVEY CONDUCTED FOR THIS PROJECT ECLP ELEC. LIGHT POLE SANITARY SEWER MANHOLE ECGY ELEC. GUY WIRE STA
ECPP ELEC. POWER POLE TLMH
EX. OR EXIST. TFLP .

F.H. FIRE HYDRANT TFMT TRAFFIC METER
TYP. TYPICAL

ARAM PHALT RUBBER AGGREGATE MEMBRA

ARHM-GG PHALT RUBBER HOT MIX GAP GRAD
BENCHMARK ELEVATION: N/A
LEGEND
SYSYEM 3 OVERLAY* PROPOSED CONCRETE
(ARHM-GG ON ARAM OVER
*SEE CITY PAVEMENT MANAGEMENT PLAN FOR
LOCATION MAP OF SYSTEM 3 STREETS
UNAUTHORIZED CHANGES AND USES:

Design Engineer will not be responsible for,
or liable for, unauthorized changes to or Underaround Service Alert uses of these plans. All changes to the Call: TOLL FREE plans must be in writing and must be
approved by the preparer of these plans. 811

TRO WORSONG DAYS BEFORE YOU DID
C 77453
DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET-
EXP 08/30/23
No West IVAN NEGRETE
C CIVIL COLE BLVD OVERLAY PROJECT INFORMATION 020F16

PHILIP WEST LA E, OSD/P DATE
ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER 06/06/2023

GENERAL NOTES

CITY OF CALEXICO, CA

12. UNDERGROUND SERVICE ALERT (USA) MUST BE CALLED TWO DAYS BEFORE STREET OF CALEXICO RACHE 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

2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF CALEXICO STANDARDS (CLX SYSTEM SECTIONS ON SHEET 09) AND AS APPROVED 13. NO REVISIONS OF ANY 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.

14. ALL WORK AND MATERIALS SHALL CONFORM TO THESE PLANS AND SPECIFICATIONS. THE CITY OF CALEXICO DEPARTMENT OF GENERAL. SERVICES

SHOT ON THESE FLANS ERE OBTAINED BY A STARCH OF THE AVAILIES STANDARDS AND ENCROACHMENT PERMIT CONDITIONS, ANY REFERENCED RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTIN STANDARDS AND SPECIFICATIONS AND THE SPECIFICATIONS & THE REQUIREMEN •ACILITIES 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.

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

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 KING 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.

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 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, 958I2.

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 INPDES) PERMIT.

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 CASA 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.

ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH OF EXISTING 21. 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 BE 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 20101COLE ROAD OVERLAY 2020 COLE ROAD OVERLAY - TITTLE SHEET. CAG 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 ALL SIGNS TO BE ALUMINUM WITH 3M HIGH INTENSITY TYPE REFLECTIVE SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY FACE OR EQUIVALENT. 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.

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. EGORTEENSEN DON GATE RIGHT-OF-WAY. FOR INSPECTIONS, 48 HOUR MINIMUM NOTICE IS REQUIRED.

HILLIP
C 77453
REVISION PPROVE DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23

IVAN NEGRETE
C Thills west CIVIL COLE BLVD OVERLAY GENERAL NOTES 030F16 DATE
• ON CALIFORNIA
ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER 06/06/2023
COLE

CITY OF CALEXICO, CA

NTS OVERLAY QUANTITIES
No. DESCRIPTION UNIT
LINCH WITH COLD MILLING S.F. 465,753.43
O.I' CUL DE COLD MILL. S.F. 40,404.56
S Y
@ ASS I EASI
M L KING AVE ASPHALT 3/4* MIN LEVELING COURSE INCLUDING CRACK CLEANING (ALL AREA 501.485.85 S.F.

ASPHALT-RUBBER AGGREGATE MEMBRANE (ARAM) S.Y. 46.565.89

12.0' TYP.
§ STA 000000 10 1.5 ARM-GG [ (AREA/9) * (1.5/36) ] * 1.7584 = TON TON 4,082.47 BP: 0+00.004

11.9 10N
12 CONCRETE DRIVEWAY APPROACH S.F. 26.20
4 'STOR* CONCRETE WO LE

12.0 REMOVE & REPLACE EXISTING AC/CONSTRUCT PCC CONCRETE SIDEWALK S.F. 798.00

12.8 10.0' TYP REMOVE & REPLACE EXISTING AC/ CONSTRUCT PCC CONCRETE HANDICAP RAMP EA 12.00 17 DOUBLE ADJUSTMENT MANHOLES EA 13.00

6.0' UNUEND EA
19 DOUBLE ADJUSTMENT VALVE EA 14.00
1+00 20
UTILITIES 21
22 25
1-50
25 There Lours
SUBTOTAL.

STRIPING, MARKINGS AND MARKERS LS 1.0
MOBILIZATION 5.0
400
28 TRAFFIC CONTRO. 5.0
2+50 NOTES
3+00
3+50
765,9
) PAVEMENT MARKING PER CAMUTCD (CROSSWALK, LEGENDS, OR WORDS) 4+00
INTERSECTIONS; DOUBLE CENTERLINES IN BOULEVARD)

REFLECTIVE MARKERS / SOLID CHANNELIZIN AT INTERSECTIIONS AND

FOR BIKE LANE)

ADJUST UTILITY LID TO GRADE

17.2 REF ) PROTECT IN PLACE

27.1°

SASO LEGEND

60.21 +-
VED HES "AHEAD"

15.2'

35.2 R&R CONCRETE SIDEWALK R&R HANDICAP RAMP
6+00
REF (4" THICK PER DETAIL ON SHEET 12)

32.4 SYSTEM 3 OVERLAY EXISTING MANHOLE F:ISCIENCE CALEXICO IVAN A. NEGRETELENGINEERING PROJECTS 20191COLE ROAD OVERLAY 20201COLE ROAD OVERLAY - NORTH END. DNG "STOP* (AHRM-GG ON ARAM OVER LEVELING COURSE)
5÷50

R&R DRIVEWAY APPROACH EXISTING WATER VALVE
126.0
TERMINATION JOINT SYSTEM 3 STOP POINT
(DETAIL I0 ON SHEET 1O) (DETAIL 9 ON SHEET 10)
E/B)
- EX. FIRE HYDRANT INTERSECTION SYSTEM

APPROACH
(CROSS HATCH) (DETAIL 8 ON SHEET 9)
7+50
STA 7+60;
C 77453
REVISION APPROVED BY DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

HATS
EXP 06/30/23
Philip West IVAN NEGRETE
C COLE BLD OVERLAY COLE 040F16
PHILLIP WEST, P.E, OSD/P DATE
ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER 06/06/2023
STA 7+60 STA 17+60
NTS
16-00
B+SG 18-50
19-00

13.2'
9+50
20400
20-50
11400 21-00
50 21450
22÷00
12+50 22-50
1000.8' 1002.2'

45.018-
150.0'
24+50
IET 14+67.71
154C0 25-00 1
RANCHO

FRONTERA AVE

36.45 15.2

5.0' 16-00
di
150,0
COLE BL F: SCIENCE\CALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191COLE ROAD OVERLAY 20201COLE ROAD OVERLAY - NORTH END.OWG

RIGHT TURN

ARROW TYP CONCRETE MEDIAN

LE BLVD

LEFT TURN
ARROW TYP.

13.4 STA 17+60 STA 27+60
C 77453
APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE. SHEET:

EXP 06/30/23

IVAN NEGRETE
C CIVIN COLE BLVD OVERLAY COLE (2) 050F16
PHILLIP WEST, P.E, QSD/P DATE

CALIFORNI
ACTING PUBLIC WoRKS DIRECTOR/CITY ENGiNEER 06/06/2023
STA 27+60 STA 37+60
38+00:

9.0' 102.0'
36+50
PL 28+7124
25-00 39-00

42.7 NTS

ANDRADE AVE
39-504

11.9 40-00

5.0 150.1'
40+S01
31-00 4:100
150.0

59.71 41+96.93
9,8

I YURRALDE ST
- 12.8
1000.2' 1002.2'
1942768.46
33460
150.2'
344+59
351-00 45400
10'
35+50 45+50
45-00

COLE BLVD
36+50 46-50 :SCIENCE CALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191CLEROAD OVERLAY 20201CLE ROAD ELAY NORTH END.OWC 37÷00 47:00

COLE BLVD
47÷50

PHILLIA
STA 37+60 STA 47+60
C 77453
APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
Philip west IVAN NEGRETE
C • TATE, 0. CIVIL COLE BLD OVERLAY COLE (3) 060F16
PHILLIP WEST, P.E. OSD/P DATE
ACTING PuBLIC WorKS DIRECTOR/CiTy ENgINEER CAL 06/06/2023 STA 47+60 NTS STA 57+60 NTS
48+00 58-00
-
COLE BLVD 59-00 COLE BLVD
49-00
49÷S0 59450
60÷00
60÷50
51-00 61+00
51-S0
52-00
62+50
1001.1' 1002.0'
63+00
53+50 63+50
64÷00
F34+50 64450
54000 65+00
PI 55+38.15
G. CLEVELAND AVE

5.04 65÷00
56+08,88

11.7 11.8' SCIENCE|CALEXICOLIVAN A. NEGRETELENGINEERING PROUECTS 20191COLE ROAD OVERLAY 2020ICOLE ROAD OVERLAY - NORTH END.OWC 57+00 COLE BLVD

9.7°

10.0'

4.0°
10,0'
57+S0
STA 57+60 STA 67÷60
C 77453
REVISION APPROVED BY DATE PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
Phills West IVAN NEGRETE
C CIVIN COLE BLVD OVERLAY COLE (4) 070F16
PHILLIP WEST, P.E, OSD/P DATE
ACTING PUBLIC WOrKS DIRECTOR/CITY ENGINEER 06/06/2023
STA 67+60 NTS STA 77+60 NTS
CLINTON AVE 78+00

12.8 PI: 68+47.85
69÷00 79+00
69+50 344.4

21.0 RnLnл

67.3 71+50 83-50 9.535.61

95.6*
124.4' C
BOWKER RD R348
110.4'
B68.01

95.5'
1001.3'
FP: 82+84.63
73+50
75+00

COLE BLVD
COLIVAN A. NEGRETENENGINEERING PROVECTS 20191CoLe ROAD OVERLAY 20201COLE ROAD OVERLAY - NORTH END.DNG 77+50
WEST
STA 77+60
C 77453
REVISION APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
Phille West IVAN NEGRETE
C Civil COLE BLVD OVERLAY COLE (5) |080F16
PHILLIP WEST, P.E, OSD/P DATE
ACTING PuBLIC Works DIrECTOR/CITY ENGINEER 06/06/2023
-3/8" ARAM 0.1' ARHM-GG
3/8" LIP
MIN.

EXIST. A.C. 3/4" LEVELING
MIN.

COURSE
EX. CURB
SYSTEM 3

ARHM-GG ON ARAM OVER LEVELING COURSE
. (FOR MAIN THOROUGHFARE)
09 7:
3/8° LIP AT CONCRETE
(NO LIP AT ASPHALT)
6'

0.1' ARHM-GG -
-=
3/4" LEVELING
EXIST. A.C.

COURSE EX. ASPHALT
- EX. CURB PAVEMENT

SECTION

MODIFIED
SCIENCE 1C ALEXICO IVAN A. NEGRETELENGERING PRECTS 2019/COLE ROAD OVERLAY 20201COLE OVERLAY - CLX SYSTEMS.OWS INTERSECTION APPROACH SYSTEM 3

CROSS-SECTION
(BEGGINING AT 10' FROM INTERSECTIONS)
08 09
8 C 77453
DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

REVISION APPROVED BY DATE
pto West IVAN NEGRETE
C COLE BLVD OVERLAY CLX SYSTEM 3 090-16
PHILIP WEST, P.E. OSD/P DATE
ACTING PUBLIC Works DIRECTOR/CITY ENGINEER 06/06/2023

INSTERSECTION
(ASPHALT)
- EXIST. AC SURFACE

0.1 ARIM-GG
MIN.
3/4" LEVELING
10° COURSE
3/8" DROP
EXIST. A.C.

SYSTEM 3
150'
TO GUTTER LINE OF CROSS STREET*
DETAIL 7 DETAIL 8
SHEET 9 SHEET 9
*OR AS MARKED BY ENGINEER

MODIFIED
SYSTEM 3 STOP POINT
09 9

COLO 'ARHM-GG
EXIST. AC SURFACE-

0.1' ARHM-GG

10.95° SURFACE DROP)
12'
MIN. 3/4" LEVELING
COURSE -EXIST. AaC.
(OR CONCRETE)
MODIFIED F:ISCIENCE CALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191COLE ROAD OVERLAY 20201 COLE OVERLAY - CLX SYSTEMS.DNG TERMINATION JOIN SYSTEM 3 INTERSECTION
10 C 77453
REVISION APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
lilis West IVAN NEGRETE
C CIVIL COLE BLVD OVERLAY CLX SYSTEM 3 (2) 10 0F16
PHILLIP WEST, P.E. OSD/P DATE
ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER 06/08/2023

CONSTRUCT CURB AND GUTTER

LTO MATCH EXISTINC
• NO LIP
R/W [PROPOSED DEAL, SHEETS 9 AND 10
VARIES

UNIFORM TACK COA
.20 GAL/SY AR 400
-.. 0.2 GAL/SY EA. COAT' OR 2 COATS SS-1h
SLOpE
SLOPE
----
- EXIST. SIDEWALK
2'- 3" SAWCUT EXIST. AC PAVEMENT

CURB AND GUTTER REPLACEMENT
13 IVAN 4. NEGRETENENGINEERINS PROETS 20191 COLE ROAD OVERLAY 20201 COLE OVERLAY - CLX SYSTEMS.OWS REVISION AFFROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
I hitler West IVAN NEGRETE
C COLE BLVD OVERLAY CURB REPLACEMENT 11 0F16 SCIENCEN
PHILLIP WEST, P.E, OSD/P DATE
ACTING PUBLIC WORKS DIRECTOR/CITY ENgINEEr 06/06/2023
2'-2" 3/16"
18" 6"""

WEAKENED PLANE JOINTS
SPACED AT 10'-0" O.C. SEE NOTE 1 R = 1/2 R = 3/8°(X)-
R = 1/2" GUTTER ELEV.

R = 1"

FILL WITH

JOINT SEALANT
7° _WEAKENED PLANE JOINT
SEE NOTE 2 AT 10'-0" O.C. TYPICAL
- 4500 P.S.1. -JOINT SEALANT
6" OF AGGREGATE BASE AND CONCRETE
SUBGRADE PREPARATION R = 3/8°(X2)
UNDER CURB AND GUTTER.

CU CAN ONE
NOTES: FILLER & SEAL
ASPH. EXPAN._

1. PLACE "S" (STAMPED), AND "C" (CHIPPED) IN JOIN | FILLER

TOP OF CURB FOR SHOWNG THE RESPECTIVI FULL DEPTH

OCATION OF SEWER AND GAS SERVICES OF CONCRETE
"W" (STAMPED)- WATER SERVICE

2. EXTEND JOINT SEALANT ACROSS GUTTER AND EXPANSION JOINT " 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

COMMERCIAL DRIVEWAY

THICKENED -P/L AND R/W
EDGE (TYP.) E.J EXPANSION JOINT- E.J.

A --

ONCRETI
-0"
46" THICK CONC.
/FT DRIN COREA /FT.

COMPACTED CONCRETE
L SIDEWALK -I+ SIDEWALK

RANUL AHSANI

MATERIAL UNDER
C.J. C.J. NOTES:

A LIA TYPICAL 7
• 1/2° FISER BOARD INSTALLED ACROSS FU
-FACE OF 2'-0* 12'-0" MIN. TO 26'-0" MAX. 2'-0" FACE Of CHON OF CURB Al CUTTER AND SIDEWALK.

CURB CURB
6'-8" 6'-8"
16'-0" MIN. TO 30'-0" MAX.

OMPRESSIVE STRENGTH CF 4,500 PS AFTE
RESIDENTIAL DRIVEWAY 28 DAYS CURING.

E. EXPANSION JOINT T - P/L AND R/W 3. 6° INCH THICK P.C.C. THE P.C.C. SHALL EDGE (TYP. E.J.

VARD AND AARA COMPRESS STRENG
4500 PS| 4,500 PSI AFTER 28 DAYS CURING. OVER
•CONCRETE 8° COMPACT GRAVEL.

CONCRETE T.J.

SIDEWALK CONCRETE POURING CONCRETE MUM SO MOSTURE
SIDEWALK CONTENT.

T.J.
6'-8"
46" THICK CONC.

DRIVEWAY OVER 95% A LANDSCAPED ::SCIENCE\CALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191Cout RoAD OVERLAY 20201COLE OVERLAY - CLX DETAILS.DWS LANDSCAPED MIN. COMPACTED PARKWAY

PARKWAY CRANIL AR SANIT

MATERIAL UNDER
•FACE OF 8'-0" MIN. TO 20'-0" MAX. -ACE OF
2-0™.

CURB
6'-8"

DRIVEWAY DETAIL
C 77453
REVISION APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23

IVAN NEGRETE
C 1 hillip West COLE BLD OVERLAY CLX DETAILS 12 oF16

SATE CIVIL
PHILLIP WEST, P.E. OSD/P DATE
TOE CALIFORN 06/06/2023

ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER
2'-10 3/4"
10 3/4
8"
• 3/8" ABOVE ASPHALT

HICH CLEARLY DISPLA
NUMBER
sigo
18" MIN
JIMUM 24

MONUMENT WELL DETAIL NTS
SIDEWALK.

SHALL CONTAIN 6 1/2 SACKS O NOTES SIDEWALK

CEMENT PER CUBIC YARD AND

ATTAIN A COMPRESSIVE STRENGTH EXPANSION JOINTS AT END PLACE EXPANSION JOINT ALONG SIDEWALK AND CURB AND 4,500 PSI AFTER 28 DAYS RETURNS AND AT 64 EVERY 64 FEET. EXPANSION JOINT MATERIAL TO BE CURING. FEET ON CENTER EACH COMPOSED OF 1/2" FIBER BOARD INSTALLED ACROSS FULL DIRECTION FROM RETURN SECTION OF CURB AND GUTTER AND SIDEWALK.

ZUBIC THE P.C.C. SHALL CONTAIN 6 1/2 SACKS OF CEMENT PER YARD AND ATTAIN A COMPRESSIVE STRENGTH OF 4,500
PSI AFTER 28 DAYS CURING
CONSTRUCT A 4" INCH THICK
WEAKENED PLANE - P.C.C. SIDEWALK. THE P.C.C.

JOINTS 04.5 F 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 4,500 PSI AFTER 28 DAYS
EE PLAI CURING.

SIDEWALK PLAN MATCH EXISTING O
S=2.0% ROPOSED CURB
GUTTER
CONSTRUCT A 4" INCH THICK P.C.C. SIDEWALK. THE
P.C.C. SHALL CONTAIN 6 1/2 SACKS OF CEMENT Twist 198830%

PER CUBIC YARD AND ATTAIN A
STRENGTH OF 4,500 PSI AFTER 28 DAYS CURING KEYWAYS ACE GRANULAR SA

SEE PLANS MATERIAL UNDER T
FOR WOTH 0.1 < EXT. NATIVE MATERIAL AT ENDS SIDEWALK.

S=2.0%
8:0 8380 SECTION WITH CURB - SUBGRADE BE 90% MIN

COMPACTED
-EXT. NATIVE MATERIAL
-KEYWAYS - PLACE GRANULAR SAN R=3/85
LEX. NATIVE MATERIAL AT ENDS MATERIAL UNDER TH
SIDEWALK.

SUBGRADE BE 90% MIN.

COMPACTED. SCIENCE CALEXICO IVAN A. NEGRETELENGEERING PROVECTS 2019ICOLE ROAD OVERLAY 20201COLE OVERLAY - CLX DETARS.ONC

SECTION WITH OUT CURB WEAKENED PLANE JOINT
-JOINT SEALANT
CUT EXPAN. JOINT- -R=3/8"(X2)

FILLER & SEAL

CAULKING SEALER

EXPANSION JOINT

SIDEWALK DETAIL
C 77453 PROJECT DESCRIPTION:

REVISION APPROVED BY DATE DRAWN BY SHEET TITLE: SHEET:

EXP 06/30/23
Philip West IVAN NEGRETE
C COLE BLD OVERLAY CLX DETAILS (2) 13 oF16
PHILLIP WEST. P.E. OSD/P STE SC. CH DATE
ACTING PUBLIC WORKS DIRECTOR/CITY ENGINEER 08/06/2023
-EXT. STOP SIGN
1220183
-12" WHITE STOP BAR
- STOP LEGEND

TWO DIRECTION NO PASSING

FACE OF CURE
100'

TYPICAL STOP SIGN MARKINGS & LAYOUT NTS
SCIENCE CALEXICO IVAN A. NEGRETELENG NEERING PROUECTS 20191CLE ROD OVERLAY 20201COLE OVERLAY - CLX DETAILS. ONG

HILLIP WES
C 77453
REVISION APPROVED BY DATE DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

EXP 06/30/23
Philip West IVAN NEGRETE CLX DETAILS (3)
C COLE BLD OVERLAY 14 0F16
PHILIP WEST, PE. OSD/P DATE
ACTING PuBLIC WorKS DIRECTOR/CITY ENGINEER 06/06/2023
12"

WATER MIN

CONCRETE SUPPORT

COLLAR TOP VIEW OF RING
3/8" LIP
MIN.
12'
NOTES:

CONCRETE FOR SUPPORT COLLAR
SHALL BE CLASS *3" CONCRETE WHICH

COMPRESSIVE
ACCORDANCE WITH ASTH C39/C39M-99

POLYPROPYLENE

POLYPROPYLENETE
YANUFACTURED BY FERMESH CO. OR

APPROVED EQUAL

VE COVER ASSEMBLY SHALL
IES 6855 AS MANUFACTURED

MER PIPE, OR APPROVED EQUAL
PLAN
AND STABLE EDGE.

VALVE COVER INSTALLATIONS IN

INPAVED PORTIONS OF RIGHT-OF-WAY
SHALL HAVE 2" WIDE X 6* THICK
ASPHALT APRON..

VALVE OPERATOR WELL NTS
• 1K
12"
MIN

MANHOLE

CONCRETE SUPPORT

COLLAR TOP VIEW OF RING
- 3/8" LIP
NOTES:

CONCRETE FOR SUPPORT COLLAR GRADE RINGS
(TO MATCH FINISHED SURFACE)
SHALL BE CLASS "3" CONCRETE WHICH

SHANI ATTAIN COMPRESSIVN
STRENGTH 1500
ACCORDANCE WTH ASTM C39/C39H-99
AND SHALL CONTAIN 1-1/2 LBS.

POLYPROPYLENE FIBER PER CUBIC
YARD. POLYPROPYLENETE FIBES AS
MANUFACTURED BY FIBERMESH CO. OR

APPROVED EQUAL

RISER RINGS SHALL BE USED TO
OUPENSATE FOR OVERLAY MATERIAL SCIENCE CALEXICO IVAN A. NEGRETENENGINEERING PROJECTS 20191 COLE ROAD OVERLAY 20201 COLE OVERLAY - CLX DETALS.OWC

SUPPORT COLLAR SHALL NOT BE
NSTALLED UNTIL A.C. PAVING HAS PLAN

CURED ENOUGH TO PRODUCE A CLEAN
AND STABLE EDGE.

MANHOLE FRAME &
C 77453 DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

REVISION APPROVED BY DATE EXP 06/30/23
IVAN NEGRETE COLE BLVD OVERLAY CLX DETAILS (4) 14 0F16
Philly West
CIVIL
DATE
PHILLIP WEST, P.E, QSD/P 06/06/2023
ACTING PUBLIC WoRKS DiRECTOR/CITY ENGINEER
TOTAL PROJECT.

Gutter not shown " STAINING CURB - 0.15° Min AND 0.477M0%-5

0.9" Min AND 9,92 Dix l 0.2"

SIDEWALK
5% Nox.

SEE NOTE 10 SIDEWALK 1.5% Max PLANS 31, VAL DATE

SIDEWALK RAISED TRUNCA LOME

41.5% 1 7.5% 00 113 C
5%
SODEN AEK 1.5% Max RAND SLOPETCH RAISED TRUNCATED _DOME PATTERN (IN-LINE) SEE NOTE 10 DETECTABLE WARNING SURFACE
NOTES: See Noto 10

1.57 Mox AT CURE*- 1.5% мох" NOTE TO A CUNT CASE C
SIDEWALK 115% SIDEWALK con sure on, neiling the
CASE A CASE B (OF STEWAK INs"
2 Pongleaniy in end or her may be i cred to ear me rese 810z SIDEWALK PLANTING 3. We sinitor to thar shown for begolfurb roturn, crosswalk configuration must Max: SIDEKALK
BYE SEE NOTE 10 4 Case to remp shall be constructor in reversed pesition, the flored side of the 2°C NOx 5. There Project Plot the curb romp is a typical rectongie, unless modified ,5% Max SEE NOTE 1O RETAINING *1.5% Max" SEE NOTE 10
4'-2" Min 4'-2" Min.

DEW ALK CASE E 7. Streeti shall Be of the same levions of curb ramps to walks, suttors, ond (BO RAUP) Immediately adjocent to

1.5% MOx *SEE NOTE 10 FLORE NE
TOP OF RAVP 1- 2" ніс!
_ ROUNDED = 9. Typical surfer pan slope per standard Pier tar each 2'-0" of with to moten SEE NOTE 8-
15-2" Min. 5% Max 1.5% Max/

CASE D CASE E SECTION A-A

SIDENALK PROVIDE FLARED DE CORERS
(FLOWEINE IF TRICESS CURB V880
TOP OF RAMP. 4'-2" Min N

11. Sidewalk and ramp thickness, "', shall be 3½" minimum.

LANDING
~7.5% Mox
CROSSHALK IF PROVIDED LANDING SEE NOTE 8
SIDEWALK CROSSWALK IF PROVIDEO SECTION B-B 13. Covert while montaining de rectable warning viated depral of tilty Depress entire sidewalk as required TYPICAL GUTTER PASES-

LANDING ELARE
CURB -_→
FLORENE 11 FRONT OF TRANSITION F: SCIENCE\CALEXICOLIVAN A. NEGRETELENGINEERING PROJECTS 20191COLE ROAD OVERLAY 2020\COLE OVERLAY - CLX DETAILS. DWC

SIDEWALK TRANSITION

DETECTABLE
FLARE MARNING 13-0" TYP,

PAVEMENT
FLARE RAMP COLORS: NOTE 9

SECTION C-C GUTTER PAN TRANSITION

CROSSWALK IF PROVIDED SOLONEY

CROSSWALK IF PROVIDED

DETAIL A DETAIL B DEPARTMENT OF TRANSPORTATION

IYPICAL TWO-RAMP TYPICAL ONF-RAMP CURB RAMP DETAILS

CORNER INSTALLATION CORNER INSTALLATION NO SCALE
Soo Note 1 Soo Notes 1 and 3 A88A
HANDICAP ACCESS RAMP & CURB RETURN DETAIL IINTs
DRAWN BY PROJECT DESCRIPTION: SHEET TITLE: SHEET:

IVAN NEGRETE ADA RAMPS 16 0F16

COLE BLVD OVERLAY
DATE
06/05/2023