cc 2025 AR 10/28 cip 8290 e. indian rock — Vista City Council, October 28, 2025 (part 2 of 4)

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of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona f ide f ringe benefits under a plan or program, Provided, That the
Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis- Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (Approved by the Office of Management and Budget under OMB Control Number 1215- 0140.)

2. Withholding. HUD or i ts designee shall upon i ts own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime contractor, or any other
Federally -assisted contract subject to Davis -Bacon
prevailing wage requirements, which is held by the same prime contractor so much of the accrued payments or
advances as may be considered necessary to pay laborers and mechanics, including apprentices, t rainees and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic, including any apprentice, t rainee or helper, employed or working on the site of the work, all or part of the wages required by the contract, HUD or i ts designee may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. HUD or i ts designee may, after written notice to the contractor, disburse such amounts withheld for and on account of the contractor or subcontractor to the respective employees to whom they are due. The Comptroller General shall make such disbursements in the case of direct Davis -Bacon Act
contracts.

3. (i) Payrolls and basic records. Payrolls and basic
records relating thereto shall be maintained by the contractor during the course of the work preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name,
address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona f ide f ringe benefits or cash equivalents thereof of the types described in Section I(b)(2 )(B) of the Davis -bacon Act), daily and weekly number of hours worked, deductions made and
actual wages paid. W henever the Secretary of Labor has found under 29 CFR 5. 5 ( a)(1 )(iv) that the wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or program described in Section I (b)(2 )(B) of the Davis- Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been
communicated in writing to the laborers or mechanics
affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or t rainees under approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of t rainee
programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (Approved by the Office of Management and
Budget under OMB Control Numbers 1215 -0140 and 1215-
0017.)
(ii) ( a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to HUD or i ts designee i f the agency is a party to the contract, but i f the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for transmission to HUD or i ts designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5. 5( a)( 3)(i) except that full social security numbers and home addresses shall not be included on weekly t ransmittals.

Instead the payrolls shall only need to include an individually identifying number for each employee (e. g., the last four digits of the employee' s social security number). The required weekly payroll information may be submitted in any form desired. Optional Form W H-347 is available for this purpose f rom the W age and Hour Division W eb site at
http:// www. dol. qov/ esa/whd/forms/ wh347instr. htm or i ts successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors.

Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to HUD or i ts designee i f the agency is a party to the contract, but i f the agency is not such a party, the contractor will submit the payrolls to the applicant sponsor, or owner, as the case may be, for t ransmission to HUD or i ts designee, the contractor, or the W age and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. I t is not a violation of this subparagraph for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime
contractor for i ts own records, without weekly submission to HUD or i ts designee. (Approved by the Office of Management and Budget under OMB Control Number 1215-0149.)
(b) Each payroll submitted shall be accompanied by a
"Statement of Compliance," signed by the contractor or
subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and
shall certify the following:
(1) That the payroll for the payroll period contains the information required to be provided under 29 CFR 5. 5
(a)(3)(ii), the appropriate information is being maintained under 29 CFR 5. 5( a)(3)(i), and that such information is correct and complete;
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(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly f rom the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3;
(3) That each laborer or mechanic has been paid not less than the applicable wage rates and f ringe benefits or cash
equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract.
(c) The weekly submission of a properly executed
certification set forth on the reverse side of Optional Form WH- 347 shall satisfy the requirement for submission of the "Statement of Compliance" required by subparagraph A.

3.(ii)(b).
(d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code.
(iii) The contractor or subcontractor shall make the
records required under subparagraph A. 3.(i) available for inspection, copying, or t ranscription by authorized
representatives of HUD or i ts designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. Ifthe contractor or subcontractor fails to submit the required records or to make them available, HUD or i ts designee may, after written notice to the contractor, sponsor, applicant or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds.

Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12.

4. Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually
registered in a bona fide apprenticeship program registered with the U. S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or i f a person is employed in his or her f i rst 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency ( where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker I isted on a payroll at an apprentice wage rate, who
is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed.

In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which i ts program is registered, the ratios and wage rates (expressed in percentages of the
journeyman' s hourly rate) specified in the contractor' s or subcontractor' s registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice' s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid f ringe benefits in accordance with the
provisions of the apprenticeship program. I f the
apprenticeship program does not specify f ringe benefits, apprentices must be paid the full amount of fringe benefits I isted on the wage determination for the applicable
classification. If the Administrator determines that adifferent practice prevails for the applicable apprentice classification, f ringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship
program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5. 16,
t rainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant ' , to and individually registered in a program which has received prior approval, evidenced by formal certification by the U. S. Department of Labor,
Employment and Training Administration. The ratio of t
rainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee' s level of progress, expressed as a percentage of the
journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid f ringe benefits in accordance with the provisions of the trainee program. I f the t rainee program does not mention f ringe benefits, t rainees shall be paid the full amount of f ringe benefits I isted on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman
wage rate on the wage determination which provides for less than full f ringe benefits for apprentices. Any employee I isted on the payroll at a t rainee rate who is not registered and participating in a t raining plan approved by
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the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any t rainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a t raining program, the contractor will no longer be permitted to utilize t rainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of
apprentices, t rainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.

5. Compliance with Copeland Act requirements. The
contractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contract

6. Subcontracts. The contractor or subcontractor will insert in any subcontracts the clauses contained in subparagraphs 1 through 11 in this paragraph A and such other clauses as HUD or i ts designee may by appropriate instructions require, and a copy of the applicable prevailing wage decision, and also a clause requiring the subcontractors to include these clauses in any lower t ier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower t ier subcontractor with all the contract clauses in this paragraph.

7. Contract termination; debarment. A breach of the
contract clauses in 29 CFR 5. 5 may be grounds for termination of the contract and for debarment as a
contractor and a subcontractor as provided in 29 CFR

5.12. 8. Compliance with Davis -Bacon and Related Act Requirements.

All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein
incorporated by reference in this contract

9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract.

Such disputes shall be resolved in accordance with the
procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its
subcontractors) and HUD or i ts designee, the U. S.

Department of Labor, or the employees or their
representatives.

10. (i) Certification of Eligibility. By entering into this contract the contractor certifies that neither i t ( nor he or she) nor any person or f i rm who has an interest in the contractor' s f i rm is a person or f i rm ineligible to be awarded Government contracts by virtue of Section 3 (a) of the Davis -Bacon Act or 29 CFR 5. 12 (a)(1 ) or to be
awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24.
(ii) No part of this contract shall be subcontracted to any person or f i rm ineligible for award of a Government contract by virtue of Section 3 (a) of the Davis -Bacon Act or 29 CFR

5. 12( a)(1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 .
(iii) The penalty for making false statements is prescribed in the U. S. Criminal Code, 18 U. S. C. 1001. Additionally, U.

S. Criminal Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Administration t ransactions", provides in part: "W hoever, for the purpose of . . . influencing in any way the action of such Administration makes, utters or publishes any statement knowing the same to be false shall be f ined not more than $5, 000 or imprisoned not more than two
years, or both."

11. Complaints, Proceedings, or Testimony by
Employees. No laborer or mechanic to whom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other manner
discriminated against by the Contractor or any subcontractor because such employee has f i led any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer.

B. Contract Work Hours and Safety Standards Act. The
provisions of this paragraph B are applicable where the amount of the prime contract exceeds $100,000. As used in this paragraph, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which the individual is employed on such work to work in excess of 40 hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of 40 hours in such workweek.
(2) Violation; 1 lability for unpaid wages; I iquidated damages. In the event of any violation of the clause set forth in subparagraph (1 ) of this paragraph, the contractor and any subcontractor responsible therefor shall be I iable for the unpaid wages. In addition, such contractor and subcontractor shall be I iable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for I iquidated damages.

Such I iquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph ( 1) of this paragraph, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of 40 hours without payment of the overtime wages required by the clause set forth in sub paragraph ( 1) of this paragraph.

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(3) Withholding for unpaid wages and I iquidated
damages. HUD or i ts designee shall upon i ts own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the
contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally- assisted contract subject to the Contract W ork Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be
necessary to satisfy any I iabilities of such contractor or subcontractor for unpaid wages and I iquidated damages
as provided in the clause set forth in subparagraph (2) of this paragraph.
(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in
subparagraph ( 1) through (4 ) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower t ier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph.

C. Health and Safety. The provisions of this paragraph C are applicable where the amount of the prime contract exceeds $100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.
(2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract W ork Hours and Safety Standards Act, (Public Law 91- 54, 83 Stat 96). 40 USC 3701 et seq. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.

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Appendix B
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Appendix C:

Federal Requirements and Special Provisions
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APPENDIX C

FEDERAL REQUIREMENTS AND SPECIAL PROVISIONS

ITEMS THAT MUST BE SUBMITTED WITH BID PACKAGE
Items in this Section are included in the bid proposal section of the bid Contractor's Certification on Federal Contract Requirements Certification Regarding Debarment, Suspension, Proposed Debarment, and Other Responsibility Matters
Disclosure of Lobbying Activities and Instructions for Completion of SF-LLL, Disclosure of Lobbying Activities
Equal Employment Opportunity Certification
Non -Segregated Facilities Certification
Non -Lobbying Certification for Federal -Aid Contracts
Non -Collusion Affidavit

ITEMS THAT MUST BE SUBMITTED PRIOR TO AWARD OF CONTRACT Section 3 Bidder's Certification
Section 3 Estimated Work Force Breakdown
Contract and Subcontract Activity — HUD Form 2516
2 3
4 ITEMS THAT MUST BE COMPLETED AND SUBMITTED FOR DURATION OF PROJECT Payroll Reporting DOL Form WH-347 and Instructions for Completion Note: the form is double -sided. Must complete form in its entirety and submit weekly.
6 Record of Employee Interview 11
Note: City staff will conduct on the job interviews and complete the form

ITEMS THAT MUST BE COMPLETED AND SUBMITTED AT COMPLETION OF PROJECT Section 3 Work Force Breakdown 13

OTHER FEDERAL REQUIREMENTS
Notice of Requirement for Affirmative Action to Ensure Equal Employment 14 Opportunity Executive Order 11246: 41 CFR Part 60-2
Employee Rights Under the Davis -Bacon Act — Poster in English and Spanish 15 Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) Policy 17 Section 3 Compliance Guide 18
Davis -Bacon Labor Standards 22
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SECTION 3

BIDDER'S CERTIFICATION
Name of Company:

Address:

Project Title:

This is to certify that I have read and understand the Section 3 resident employment and Section 3 resident business utilization requirements that apply to the above cited project, said requirements being known as the Section 3 Clause found in 24 CFR 135 and that neither the project nor the company are under any contractual restrictions or other disabilities which would prevent the company from complying with said requirements.

Signature
Signature
Title Date
Title Date
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SECTION 3 ESTIMATED WORK FORCE BREAKDOWN

MUST BE COMPLETED BY PRIME AND SUBCONTRACTORS
Company Name:

Address:

Primary Contact:

Contact Phone Number:

Project Title:

Employment and Training
Job Category
TOTAL

ESTIMATED

POSITIONS

NEED FOR

PROJECT
TOTAL

POSITIONS

OCCUPIED BY

PERMANENT

EMPLOYEES

NUMBER OF

POSITIONS NOT

OCCUPIED

NUMBER OF

POSITIONS TO BE

FILLED WITH
SECTION 3
RESIDENTS*
Administrative Staff:

Professionals
Technicians
Office/Clerical
Other Admin Staff
Construction by Trade
list trade below :
*Section 3 Resident: Public housing resident of the City of Vista who qualifies as a low-income person. HUD defines a low-income person as one whose household income does not exceed 80% of the median income for the region, with adjustments for family size.
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Contract and Subcontract Activity
U.S. Department of Housing and Urban Development
OMB Approval No.: 2577-0088 OMB
Approval No.: 2502-0355
Public reporting burden for this collection of information is estimated to average .5 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. The Information is voluntary. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB Control Number.

Executive Orders dated July 14, 1983, directs the Minority Business Development Plans shall be developed by each Federal Agency and the these annual plans shall establish minority business development objectives. The information is used by HUD to monitor and evaluate MBE activities against the total program activity and the designated minority business enterprise (MBE) goals. The Department requires the information to provide guidance and oversight for programs for the development of minority business enterprise concerning Minority Business Development. If the information is not collected HUD would not be able to establish meaningful MBE goals nor evaluate MBE performance against these goals.

Privacy Act Notice = The United States Department of Housing and Urban Development, Federal Housing Administration, is authorized to solicit the Information requested in this form by virtue of Title 12, United States Code, Section 1701 et seq., and regulation. It will not be disclosed or relesed outside the United States Department of Housing and Urban Development without your consetn, except as required or permitted by Law.

1. Grantee/Project Owner/Developer/Sponsor/Builder/Agency Check if:

2. Location (City, State Zip Code)
PH
IH
CPD
Housing
3a. Name of Contact Person
3b. Phone Number (Including Area Code)

4. Reporting Period
❑ Oct. 1 - Sept. 30 (Annual -FY)

5. Program Code (Not applicable for CPD programs.)
See explanation of Codes at bottom of Page Use a
separate sheet for each program code.

6. Date Submitted to Field Office
Grant/Project Number or HUD
Case Number or other
identification of property,
subdivision, dwelling unit, etc.
7a.

Amount of
Contract or
Subcontact
7b.

Type of Trade
Code
(See below)
7c.

Contractor or
Subcontractor
Business
Racial/Ethnic
(See below)
7d.

Woman Owned Business
(Yes or No)
7e.

Prime Contractor Identification (ID)
Number
7f.

Sec. 3
7g.

Subcontractor
Identification (ID)
Number
7h
Sec. 3
7i.

Contractor/Subcontractor Name and Address
7j.

Name
Street
City
State
Zip
CPD:
1 = New Construction
2 = Education/Training
3 = Other
7c: Type of Trade Codes:

Housing/Public Housing:
1 = New Construction 6 = Professional
2 = Substantial Rehab.
3 = Repair
4 = Service
5 = Project Mangt.
7 = Tenant Services
8 =Education/Training
9 = Arch./Engrg. Appraisal
0 = Other
7d: Racial/Ethnic Codes:
1= White Americans
2 = Black Americans
3 = Native Americans
4 = Hispanic Americans
5 = Asian/Pacific Americans
6 = Hasidic Jews
5: Program Codes (Complete for Housing and Public and Indian Housing programs only):
1 = All Insured, including Section8
2=Flexible Subsidy
3 = Section 8 Noninsured, Non-HFDA
4 = Insured (Management)
5 = Section 202
6 = HUD -Held (Management)
7 = Public/India Housing
8 = Section 811
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This report is to be completed by grantees, developers, sponsors, builders, agencies, and/or project owners for reporting contract and subcontract activities of $10,000 or more under the following programs: Community Development Block Grants (entitlement and small cities); Urban Development Action Grants; Housing Development Grants; Multifamily Insured and Noninsured; Public and Indian Housing Authorities; and contracts entered into by recipients of CDBG rehabilitation assistance.

Contracts/subcontracts of less than $10,000 need be reported only if such contracts represent a significant portion of your total contracting activity. Include only contracts executed during this reporting period.

This form has been modified to capture Section 3 contract data in columns 7g and 7i. Section 3 requires that the employment and other economic opportunities generated by HUD financial assistance for housing and community development programs shall, to the greatest extent feasible, be directed toward low- and very low-income persons, particularly those who are recipients of government assistance for housing. Recipients using this form to report Section 3 contract data must also use Part I of form HUD -60002 to report employment and training opportunities data. Form HUD -2516 is to be
completed for public and Indian housing and most community development programs. Form HUD 60002 is to be completed by all other HUD programs including State administered community development programs covered under Section3. A Section 3 Contractor/subcontractor is a business concern that provides economic opportunities to low and very Low-income residents of the metropolitan area (or nonmetropolitan county), including a business concern that is 51 person or more owned by low-income residents;
or provides subcontracting or business development opportunities to businesses owned by low or low-income residents. Low and very low-income residents; include participants in Youthbuild programs established under Subtitle D of Title IV of the Cranston -Gonzalez National Affordable Housing Act.

The terms "low-income persons" and "very low-income persons" have the same meanings given the terms in section3(b)(2) of the United States Housing Act of 1937. Low-income persons mean families (including single persons) whose incomes do not exceed 80 per centum of the median income for the area, as determined by the Secretary, with adjustments for smaller an larger families, except that the Secretary may establish income ceilings higher or lower than 80 per centum of the median for the area on the basis of the Secretary's findings that such variations are necessary because of prevailing levels of construction
costs or unusually high or low-income families. Very low-income families (including single persons) whose incomes do not exceed 50 per centum of the median family income for the area, as determined by the Secretary with adjustments for smaller and larger families, except that the secretary may establish income ceilings higher or lower than 50 per centum of the median for the area on the basis of the Secretary's findings that such variations are necessary because of unusually high or low family incomes.

Submit two (2) copies of this report to your local HUD Office within ten (10) days after the end of the reporting period you checked in item 4 on the front. Complete item 7h. Only once for each contractor/subcontractor on each semi-annual report.

Enter the prime contractor's ID in item 7f. for all contracts and subcontracts. Include only contracts expected during this reporting period. PHAs/IHAs are to report all contracts/subcontracts.

Community Development Programs

1. Grantee: Enter the name of the unit of govemment submitting this report.

3. Contact Person: Enter name and phone of person responsible for maintaining and submitting contract/subcontract data.
7a. Grant Number: Enter the HUD Community Development Block Grant Identification Number (with dashes). For example: B -32 -MC -25-0034. For Entitlement Programs and Small City multi -year comprehensive programs, enter the latest approved grant number. 7b. Amount of Contract/Subcontract: Enter the dollar amount rounded to the nearest dollar.

If subcontractor ID number is provided in 7f, the dollar figure would be for the subcontract only and not for the prime contract.
7c. Type of Trade: Enter the numeric codes which best indicates the contractor's/subcontractor's service. If subcontractor ID number is provided in 7f., the type of trade code would be for the subcontractor only and not for the prime contractor.

The "other" category includes supply, professional services and all other activities except construction and education/training activities.
7d. Business Racial/Ethnic/Gender Code: Enter the numeric code which indicates the racial/ethnic/gender character of the owner(s) and controller(s) of 51% of the business.

When 51% or more is not owned and controlled by any single racial/ethnic/gender category, enter the code which seems most appropriate. If the subcontractor ID number is provided, the code would apply to the subcontractor and not to the prime contractor. 7e. Woman Owned Business: Enter Yes or No.
7f. Contractor Identification (ID) Number: Enter the Employer (IRS) Number of the Prime Contractor as the unique identifier for prime recipient of HUD funds. Note that the Employer (IRS) Number must be provided for each contract/subcontract awarded. 7g. Section 3 Contractor: Enter Yes or No.
7h. Subcontractor Identification (ID) Number: Enter the Employer (IRS) Number of the subcontractor as the unique identifier for each subcontract awarded from HUD funds. When the subcontractor ID Number is provided, the respective Prime Contractor ID Number must also be provided.
7i. Section 3 Contractor: Enter Yes or No.
7j. Contractor/Subcontractor Name and Address: Enter this information for each firm receiving contract/subcontract activity only one time on each report for each firm.

Multifamily Housing Programs

1. Grantee/Project Owner: Enter the name of the unit of government, agency or mortgagor entity submitting this report.

3. Contact Person: Same as item 3 under CPD Programs.

4. Reporting Period: Check only one period.

5. Program Code: Enter the appropriate program code.
7a. Grant/Project Number: Enter the HUD Project Number or Housing Development Grant or number assigned.
7b. Amount of Contract/Subcontract: Same as item 7b. under CPD Programs. 7c. Type of Trade: Same as item 7c. under CPD Programs. 7d. Business Racial/Ethnic/Gender Code: Same as item 7d. under CPD Programs. 7e. Woman Owned Business: Enter Yes or No.
7f. Contractor Identification (ID) Number: Same as item 7f. under CPD Programs. 7g. Section 3 Contractor: Enter Yes or No.
7h. Subcontractor Identification (ID) Number: Same as item 7h. under CPD Programs. 7i. Section 3 Contractor: Enter Yes or No.
7j. Contractor/Subcontractor Name and Address: Same as item 7j. under CPD Programs.

Public Housing and Indian Housing Programs
PHAs/IHAs are to report all contracts/subcontracts. Include only contracts executed during this reporting period.

1. Project Owner: Enter the name of the unit of government, agency or mortgagor entity submitting this report. Check box as appropriate.

3. Contact Person: Same as item 3 under CPD Programs.

4. Reporting Period: Check only one period.

U.S. Department of Labor
Wage and Hour Division

PAYROLL
(For Contractor's Optional Use; See Instructions at www.dol.gov/whd/forms/wh347instr.htm) Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.

VHC
U.S. \Vngc and Hour Di\ inion
Rev. Dec. 2008

NAME OF CONTRACTOR OR SUBCONTRACTOR

ADDRESS
OMB No.:1235-0008
Expires: 04/30/2021
PAYROLL NO.

FOR WEEK ENDING

PROJECT AND LOCATION

PROJECT OR CONTRACT NO
(1)

NAME AND INDIVIDUAL IDENTIFYING NUMBER
(e.g., LAST FOUR DIGITS OF SOCIAL SECURITY

NUMBER) OF WORKER
NO. OF

WITHHOLDING

EXEMPTIONS
(3)
WORK

CLASSIFICATION
(4) DAY AND DATE
(5)
TOTAL
HOURS
(6)
RATE
OF PAY
(7)
GROSS
AMOUNT
EARNED
(8)

DEDUCTIONS
(9)
NET
WAGES
PAID

FOR WEEK
i-
N
rc
o
o
FICA
WITH-

HOLDING
TAX
OTHER
TOTAL

DEDUCTIONS

HOURS WORKED EACH DAY
0 /7/,
s
0 s/
0 s
0 S
0 s
0 s
0 S
0 S
While completion of Form WH-347 is optional, it is mandatory for covered contractors and subcontractors performing work on Federally financed or assisted construction contracts to respond to the 'nformation collection contained in 29 C.F.R. §§ 3.3, 5.5(a). The Copeland Act (40 U.S.C. § 3145) contractors and subcontractors performing wo k on Federally financed or assisted construction contracts to "furnish weekly a statement with respect to the wages paid each emp oyee during the preceding week." U.S. Department of Labor (DOL) regulations at 29 C.F.R. § 5.5(a)(3)(ii) require contractors to submit weekly a copy of all payrolls to the Federal agency contracting for or f nancing the construction project, accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper Davis -Bacon prevailing wage rate for the work performed. DOL and federal contracting agencies receiving this information review the information to determine that employees have received legally required wages and fringe benefits.

Public Burden Statement
We estimate that is will take an average of 55 minutes to complete this collection, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. n.`If you have any comments regardingth se estjmattees or any other aspect of this collection, including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, U.S. Department of Labor, Room S3502, 2PagtPi tit 1 3 e, N V 70 Washington, D.C.20 28J2 25 C3 f
(over) 6

Date
(Name of Signatory Party) (Title)
do hereby state:
(1) That I pay or supervise the payment of the persons employed by on the
(Contractor or Subcontractor)
; that during the payroll period commencing on the
(Building or Work)
day of , and ending the day of
all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said from the full
(Contractor or Subcontractor)
weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 C.F.R. Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. § 3145), and described below:
(2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That:
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS in addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted in section 4(c) below.
(b) WHERE FRINGE BENEFITS ARE PAID IN CASH
Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below. (c) EXCEPTIONS

EXCEPTION (CRAFT) EXPLANATION
REMARKS:

NAME AND TITLE

SIGNATURE

THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE.
10/28/2025
C73 Page 214of670

Instructions for Completing Payroll Form, WH-347
General: Form WH-347has been made available for the convenience of contractors and subcontractors required by their Federal or Federally -aided construction -type contracts and subcontracts to submit weekly payrolls. Properly filled out, this form will satisfy the requirements of Regulations, Parts 3 and 5 (29 C.F.R., Subtitle A), as to payrolls submitted in connection with contracts subject to the Davis -Bacon and related Acts.

While completion of Form WH-347 is optional, it is mandatory for covered contractors and subcontractors performing work on Federally financed or assisted construction contracts to respond to the information collection contained in 29 C.F.R. §§ 3.3, 5.5(a). The Copeland Act (40 U.S.C. § 3145) requires contractors and subcontractors performing work on Federally financed or assisted construction contracts to "furnish weekly a statement with respect to the wages paid each employee during the preceding week." U.S. Department of Labor (DOL) Regulations at 29 C.F.R. § 5.5(a)(3)(ii) require contractors to submit weekly a copy of all payrolls to the Federal agency contracting for or financing the construction project, accompanied by a signed "Statement of Compliance" indicating that the payrolls are correct and complete and that each laborer or mechanic has been paid not less than the proper Davis -Bacon prevailing wage rate for the work performed. DOL and federal contracting agencies receiving this information review the information to determine that employees have received legally required wages and fringe benefits.

Under the Davis -Bacon and related Acts, the contractor is required to pay not less than prevailing wage, including fringe benefits, as predetermined by the Department of Labor. The contractor's obligation to pay fringe benefits may be met either by payment of the fringe benefits to bona fide benefit plans, funds or programs or by making payments to the covered workers (laborers and mechanics) as cash in lieu of fringe benefits.

This payroll provides for the contractor to show on the face of the payroll all monies to each worker, whether as basic rates or as cash in lieu of fringe benefits, and provides for the contractor's representation in the statement of compliance on the payroll (as shown on page 2) that he/she is paying for fringe benefits required by the contract and not paid as cash in lieu of fringe benefits. Detailed instructions concerning the preparation of the payroll follow:

Contractor or Subcontractor: Fill in your firm's name and check appropriate box.

Address: Fill in your firm's address.

Payroll No.: Beginning with the number "1", list the payroll number for the submission.

For Week Ending: List the workweek ending date.

Project and Location: Self-explanatory.

Project or Contract No.: Self-explanatory.

Column 1 - Name and Individual Identifying Number of Worker: Enter each worker's full name and an individual identifying number (e.g., last four digits of worker's social security number) on each weekly payroll submitted.
10/28/2025
03 Page 215 of 670

Column 2 - No. of Withholding Exemptions: This column is merely inserted for the employer's convenience and is not a requirement of Regulations, Part 3 and 5.

Column 3 - Work Classifications: List classification descriptive of work actually performed by each laborer or mechanic. Consult classification and minimum wage schedule set forth in contract specifications. If additional classifications are deemed necessary, see Contracting Officer or Agency representative. An individual may be shown as having worked in more than one classification provided an accurate breakdown or hours worked in each classification is maintained and shown on the submitted payroll by use of separate entries.

Column 4 - Hours worked: List the day and date and straight time and overtime hours worked in the applicable boxes. On all contracts subject to the Contract Work Hours Standard Act, enter hours worked in excess of 40 hours a week as "overtime".

Column 5 - Total: Self-explanatory
Column 6 - Rate of Pay (Including Fringe Benefits): In the "straight time" box for each worker, list the actual hourly rate paid for straight time worked, plus cash paid in lieu of fringe benefits paid. When recording the straight time hourly rate, any cash paid in lieu of fringe benefits may be shown separately from the basic rate. For example, "$12.25/.40" would reflect a $12.25 base hourly rate plus $0.40 for fringe benefits. This is of assistance in correctly computing overtime.

See "Fringe Benefits" below. When overtime is worked, show the overtime hourly rate paid plus any cash in lieu of fringe benefits paid in the "overtime" box for each worker; otherwise, you may skip this box. See "Fringe Benefits" below. Payment of not less than time and one-half the basic or regular rate paid is required for overtime under the Contract Work Hours Standard Act of 1962 if the prime contract exceeds $100,000. In addition to paying no less than the predetermined rate for the classification which an individual works, the contractor must pay amounts predetermined as fringe benefits in the wage decision made part of the contract to approved fringe benefit plans, funds or programs or shall pay as cash in lieu of fringe benefits. See "FRINGE BENEFITS" below.

Column 7 - Gross Amount Earned: Enter gross amount earned on this project. If part of a worker's weekly wage was earned on projects other than the project described on this payroll, enter in column 7 first the amount earned on the Federal or Federally assisted project and then the gross amount earned during the week on all projects, thus "$163.00/$420.00" would reflect the earnings of a worker who earned $163.00 on a Federally assisted construction project during a week in which $420.00 was earned on all work.

Column 8 - Deductions: Five columns are provided for showing deductions made. If more than five deduction are involved, use the first four columns and show the balance deductions under "Other" column; show actual total under "Total Deductions" column; and in the attachment to the payroll describe the deduction(s) contained in the "Other" column. All deductions must be in accordance with the provisions of the Copeland Act Regulations, 29 C.F.R., Part 3. If an individual worked on other jobs in addition to this project, show actual deductions from his/her weekly gross wage, and indicate that deductions are based on his gross wages.

Column 9 - Net Wages Paid for Week: Self-explanatory.

Totals - Space has been left at the bottom of the columns so that totals may be shown if the contractor so desires.
10/28/2025
C�3 Page 216 of 670

Statement Required by Regulations, Parts 3 and 5: While the "statement of compliance" need not be notarized, the statement (on page 2 of the payroll form) is subject to the penalties provided by 18 U.S.C. § 1001, namely, a fine, possible imprisonment of not more than 5 years, or both.

Accordingly, the party signing this statement should have knowledge of the facts represented as true.

Items land 2: Space has been provided between items (1) and (2) of the statement for describing any deductions made. If all deductions made are adequately described in the "Deductions" column above, state "See Deductions column in this payroll." See "FRINGE BENEFITS" below for instructions concerning filling out paragraph 4 of the statement.

Item 4 FRINGE BENEFITS - Contractors who pay all required fringe benefits: If paying all fringe benefits to approved plans, funds, or programs in amounts not less than were determined in the applicable wage decision of the Secretary of Labor, show the basic cash hourly rate and overtime rate paid to each worker on the face of the payroll and check paragraph 4(a) of the statement on page 2 of the WH-347 payroll form to indicate the payment. Note any exceptions in section 4(c).

Contractors who pay no fringe benefits: If not paying all fringe benefits to approved plans, funds, or programs in amounts of at least those that were determined in the applicable wage decision of the Secretary of Labor, pay any remaining fringe benefit amount to each laborer and mechanic and insert in the "straight time" of the "Rate of Pay" column of the payroll an amount not less than the predetermined rate for each classification plus the amount of fringe benefits determined for each classification in the application wage decision. Inasmuch as it is not necessary to pay time and a half on cash paid in lieu of fringe benefits, the overtime rate shall be not less than the sum of the basic predetermined rate, plus the half time premium on basic or regular rate, plus the required cash in lieu of fringe benefits at the straight time rate. In addition, check paragraph 4(b) of the statement on page 2 the payroll form to indicate the payment of fringe benefits in cash directly to the workers. Note any exceptions in section 4(c).

Use of Section 4(c), Exceptions
Any contractor who is making payment to approved plans, funds, or programs in amounts less than the wage determination requires is obliged to pay the deficiency directly to the covered worker as cash in lieu of fringe benefits. Enter any exceptions to section 4(a) or 4(b) in section 4(c). Enter in the Exception column the craft, and enter in the Explanation column the hourly amount paid each worker as cash in lieu of fringe benefits and the hourly amount paid to plans, funds, or programs as fringe benefits. The contractor must pay an amount not less than the predetermined rate plus cash in lieu of fringe benefits as shown in section 4(c) to each such individual for all hours worked (unless otherwise provided by applicable wage determination) on the Federal or Federally assisted project. Enter the rate paid and amount of cash paid in lieu of fringe benefits per hour in column 6 on the payroll. See paragraph on "Contractors who pay no fringe benefits" for computation of overtime rate.
10/28/2025
CG Page 217of670

Record of
Employee Interview
U.S. Department of Housing
and Urban Development
Office of Labor Relations
OMB Approval No. 2501-0009
(exp. 10/31/2010)
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This agency may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. The information is collected to ensure compliance with the Federal labor standards by recording interviews with construction workers. The information collected will assist HUD in the conduct of compliance monitoring; the information will be used to test the veracity of certified payroll reports submitted by the employer. Sensitive Information. The information collected on this form is considered sensitive and is protected by the Privacy Act. The Privacy Act requires that these records be maintained with appropriate administrative, technical, and physical safeguards to ensure their security and confidentiality. In addition, these records should be protected against any anticipated threats or hazards to their security or integrity that could result in substantial harm, embarrassment, inconvenience, or unfairness to any individual on whom the information is maintained. The information collected herein is voluntary, and any information provided shall be kept confidential. la. Project Name
2a. Employee Name
lb. Project Number
2b. Employee Phone Number (including area code)
lc. Contractor or Subcontractor (Employer)
2c. Employee Home Address & Zip Code
2d. Verification of identification?
Yes ❑ No ❑
3a. How long on this
job?
3b. Last date on this
job before today?
3c. No. of hours last
day on this job?
4a. Hourly rate of pay?
4b. Fringe Benefits?
Vacation Yes ❑ No ❑
Medical Yes ❑ No ❑
Pension Yes ❑ No ❑
4c. Pay stub?
Yes ❑ No ❑

5. Your job classification(s) (list all) --- continue on a separate sheet if necessary

6. Your duties

7. Tools or equipment used

Y N Y N

8. Are you an apprentice or trainee? n ❑ 10. Are you paid at least time and '/2 for all hours worked in excess of 40 in a week?

9. Are you paid for all hours worked? n n 11. Have you ever been threatened or coerced into giving up any part of your pay? 12a. Employee Signature
12b. Date

13. Duties observed by the Interviewer (Please be specific.)

14. Remarks
15a. Interviewer name (please print)
Payroll Examination

16. Remarks
15b. Signature of Interviewer
15c. Date of interview
17a. Signature of Payroll Examiner
17b. Date
Previous editions are obsolete
Form HUD -11 (08/2004)
10/28/2025
�$ Page 218 of 670

Record of Employee Interview
Instructions
U.S. Department of Housing
and Urban Development
Office of Labor Relations
OMB Approval No. 2501-0009
(exp. 10/31/2010)
Instructions
General:

This form is to be used by HUD and local agency staff for recording information gathered during on -site interviews with laborers and mechanics employed on projects subject to Federal prevailing wage requirements. Typically, the staff that will conduct on - site interviews and use this form are HUD staff and fee construction inspectors, HUD Labor Relations staff, and local agency labor standards contract monitors.

Information recorded on the form HUD -11 is evaluated for general compliance and compared to certified payroll reports submitted by the respective employer. The comparison tests the veracity of the payroll reports and may be critical to the successful conclusion of enforcement actions in the event of labor standards violations. The thoroughness and accuracy of the information gathered during interviews is crucial.

Note that the interview itself and the information collected on the form HUD -11 are considered confidential. Interviews should be conducted individually and privately. All laborers and mechanics employed on the job site must be made available for interview at the interviewer's request. The employee's participation, however, is voluntary. Interviews shall be conducted in a manner and place that are conducive to the purposes of the interview and that cause the least inconvenience to the employer(s) and the employee(s).

Completinc
the form HUD -11
Items 1 a - 1 c: Self-explanatory
Items 2a — 2d: Enter the employee's full name, a telephone number where the employee can be reached, and the employee's home address. Many construction workers use a temporary address in the locality of the project and have a more permanent address elsewhere from which mail may be forwarded to them. Obtain a more permanent address, if available. Ask the employee for a form of identification (e.g., driver's license) to verify their name.

Items 3a — 4c: Enter the employee's responses. Ask the employee whether they have a pay stub with them; if so, determine whether the pay stub is consistent with the information provided by the employee.

Items 5 — 7: Be certain that the employee's responses are specific. For example, job classification (#5) must identify the trade involved (e.g., Carpenter, Electrician, Plumber) — responses such as "journeyman" or "mechanic" are not helpful for our purposes.

Items 8 — 12b: Self-explanatory
Items 13 — 15c: These items represent some of the most important information that can be gathered while conducting on -site interviews. Please be specific about the duties you observed the employee performing. It may be easiest to make these observations before initiating the interview. Please record any comments or remarks that may be helpful. For example, if the employee interviewed was working with a crew, how many workers were in the crew? Was the employee evasive? The level of specificity that is warranted is directly related to the extent to which interview(s) or other observations indicate that there may be violations present. If interviews indicate that there may be underpayments involving a particular trade(s), the interviewer is encouraged to interview as many workers in that trade(s) that are available.

Items 16 — 17b: The information on the form HUD -11 may be reviewed for general compliance, initially. For example, are the job classification and wage rate stated by the employee compatible with the classifications and wage rates on the applicable wage decision? Are the duties observed by the interviewer consistent with the job classification? Once the corresponding certified payroll reports are received, the information on the HUD -11 shall be compared to the payroll reports. Any discrepancies noted between the HUD -11 information and that on the payroll report shall be noted in Item 16, Remarks. If discrepancies are noted, follow-up actions to resolve the discrepancies must be taken. 10/28/2025
Form HUD -11 (08/2004)

Page 219 of 670 ends

SECTION 3 WORK FORCE BREAKDOWN
**To be completed by Contractor at the completion of project** Company Name:

Address:

Primary Contact:

Contact Phone Number:

Project Title:

Employment and Training
Job Category
TOTAL

ESTIMATED

POSITIONS

NEED FOR

PROJECT
TOTAL

POSITIONS

OCCUPIED BY

PERMANENT

EMPLOYEES

NUMBER OF

POSITIONS NOT

OCCUPIED

NUMBER OF

POSITIONS TO BE

FILLED WITH
SECTION 3
RESIDENTS*
Administrative Staff:

Page 220 of 670 ends

NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION to

ENSURE EQUAL EMPLOYMENT OPPORTUNITY

1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein.

2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Timetables
Goals for minority participation for each trade:

Goals for female participation in each trade:

16.9%

6.9%
These goals are applicable to all of the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction.

The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed.

3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed.

4. As used in this notice and in the contract resulting from this solicitation, the "covered area" is California, San Diego County, City of Vista.
10/28/2025
N Page 221 of 670

EMPLOYEE RIGHTS

UNDER THE DAVIS-BACON ACT

FOR LABORERS AND MECHANICS

EMPLOYED ON FEDERAL OR

FEDERALLY ASSISTED

CONSTRUCTION PROJECTS

PREVAILING
WAGES

OVERTIME

ENFORCEMENT
You must be paid not less than the wage rate listed in the Davis -Bacon Wage Decision posted with this Notice for the work you perform.

You must be paid not less than one and one-half times your basic rate of pay for all hours worked over 40 in a work week. There are few exceptions.

Contract payments can be withheld to ensure workers receive wages and overtime pay due, and liquidated damages may apply if overtime pay requirements are not met. Davis -Bacon contract clauses allow contract termination and debarment of contractors from future federal contracts for up to three years. A contractor who falsifies certified payroll records or induces wage kickbacks may be subject to civil or criminal prosecution, fines and/or imprisonment.

APPRENTICES Apprentice rates apply only to apprentices properly registered under approved Federal or State apprenticeship programs.

PROPER PAY
If you do not receive proper pay, or require further information on the applicable wages, contact the Contracting Officer listed below:
or contact the U.S. Department of Labor's Wage and Hour Division. �P4
rA
0,NT
0 zwHo WAGE AND HOUR DIVISION
ft UNITED STATES DEPARTMENT OF LABOR
1-866-487-9243
TTY: 1-877-889-5627
www.dol.gov/whd •1.

AT
O
25 Page 22
iVHi3'21 HEv 10/17

DERECHOS DEL EMPLEADO

BAJO LA LEY DAVIS-BACON

PARR OBREROS Y MECANICOS

EMPLEADOS EN PROYECTOS DE

CONSTRUCCIN FEDERAL O CON

ASISTENCIA FEDERAL
SALARIOS No se le puede pagar menos de la tasa de pago indicada en la Decision de Salarios Davis -Bacon fijada con PREVALECIENTES este Aviso para el trabajo que Ud. desempena.

SOBRETIEMPO

CUMPLIMIENTO

APRENDICES
Se le ha de pagar no menos de tiempo y medio de su tasa basica de pago por todas las horas trabajadas en exceso de 40 en una semana laboral. Existen pocas excepciones.

Se pueden retener pagos por contratos para asegurarse que los obreros reciban los salarios y el pago de sobretiempo debidos, y se podria aplicar darios y perjuicios si no se cumple con las exigencias del pago de sobretiempo. Las clausulas contractuales de Davis -Bacon permiten la terminacion y exclusion de contratistas para efectuar futuros contratos federales hasta tres arms. El contratista que falsifique los registros certificados de las nominas de pago o induzca devoluciones de salarios puede ser sujeto a procesamiento civil o criminal, multas y/o encarcelamiento.

Las tasas de aprendices solo se aplican a aprendices correctamente inscritos bajo programas federales o estatales aprobados.

PAGO APROPIADO Si Ud. no recibe el pago apropiado, o precisa de informacion adicional sobre los salarios aplicables, pongase en contacto con el Contratista Oficial que aparece abajo:
o pongase en contacto con la Division de Horas y Salarios del Departamento de Trabajo de los EE.UU. 1-866-487-9243 ■❑�
mw HO DIVISION DE HORAS Y SALARIOS TTY: 1-877-889-5627 T; DEPARTAMENTO DE TRABAJO DE LOS EE.UU. www.dol.gov/whd f!` 1461321 SPA HEv 10/17

MINORITY BUSINESS ENTERPRISE (MBE) AND WOMEN BUSINESS

ENTERPRISE (WBE) POLICY
For all construction projects assisted with Community Development Block Grant (CDBG) funds, it is the policy of the U. S. Department of Housing and Urban Development (HUD) to foster and promote Minority Business Enterprise (MBE) and Woman Business Enterprise (WBE) participation, to the extent permitted by law and consistent with its primary mission. Contractors are encouraged to seek to promote MBE's and WBE's during the duration of this contract.

What are MBE's and WBE's?
Minority and women business enterprises are defined as any financial institution, business, service, contracting business which is solely owned and operated by a minority group member or women or 50% or more of its partners or stockholders are minority group members or women. If the enterprise is publicly owned, the minority members or stockholders must have at least 51°/0 interest and possess control over management, capital and earnings. For the purpose of this definition, minority group members are Black, Hispanics, Asians, Native Americans, Alaskans or Pacific Islanders.

For more information view HUD's website at portal.hud.gov.

Reporting
All Contractors working on construction projects assisted with Federal funds must complete Form HUD -2516, Contract and Subcontract Activity Report. Reports are filled out once during the reporting period that the contract was executed. Included in this addendum is a blank Form HUD - 2516 for your use along with directions on how to complete the form.

Obtaining Lists of Minority and Women Contractors
HUD does not have a MBE or WBE database; however, Caltrans is an excellent source of information regarding minority and women contractors. A complete copy of the statewide listing may be obtained by calling the Caltrans Publications Distribution Unit at 916.445.3520.

Other sources of information are:

Caltrans Civil Rights Program
Business Enterprise Program
916.324.1700 or toll free at 866.810.6346
Civil Rights Website: dot.ca.gov/hq/bep
National Economic Development Association at 916.649.2551. 10/28/2025
O Page 224 of 670

SECTION 3 COMPLIANCE GUIDE

ECONOMIC OPPORTUNITIES FOR LOW AND VERY LOW INCOME PERSONS What is Section 3?
The U.S. Government Code of Federal Regulations, Title 24, Housing and Urban Development (HUD), Part 135 — Economic Opportunities for Low- and Very Low -Income Persons, commonly referred to as the "Section 3", is a provision that helps foster local economic development, neighborhood economic improvement, and individual self-sufficiency.

The Section 3 program requires that economic opportunities generated by HUD financial assistance for housing and community development programs must, to the greatest extent feasible, be directed to low- and very low-income persons and to businesses owned by or employing low- and very low-income persons.

What programs are covered?
Section 3 requirements apply to community development and housing assistance projects funded by Community Development Block Grant (CDBG) funds and Home Investment Partnership Program (HOME) funds. The Section 3 requirements apply to job training, employment, contracting and subcontracting and other economic opportunities arising from projects involving construction, reconstructions, conversion, or rehabilitation (including lead -based paint hazard reduction and abatement) of housing, other buildings, or improvements assisted with Federal funds administered by HUD.

Who are Section 3 residents?
Section 3 residents are:
• Public housing residents or
• Persons who live in the area where a HUD -assisted project is located and who have a household income that falls below HUD's income limits.

Determining Income Levels
• Low income is defined as 80% or below the median income of that area. • Very low income is defined as 50% or below the median income of that area.

San Diego County Income Limits
Effective April 1, 2018
FAMILY
SIZE
80% of AMI*
Low Income
50% of AMI*
Very Low Income
30% of AMI*
Extremely Low Income
1 54,500
34,100
20,450
2 62,300
38,950
23,400
3 70,100
43,800
26,300
4 77,850
48,650
29,200
5 84,100
52,550
31,550
6 90,350
56,450
33,900
7 96,550
60,350
38,060
8 102,800
64,250
42,380
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What is a Section 3 business?
It is a business that is owned by Section 3 residents or Employs Section 3 residents in full-time positions or subcontracts with businesses, which provide economic opportunities to low income persons. A business seeking to qualify for a Section 3 contracting preference shall certify or submit evidence, if requested, that the business concern is a Section 3 qualified business under 24 CFR Part 135.

What types of economic opportunities are available under Section 3? ❖ Job training
❖ Employment
❖ Contracts
Examples include:

Administrative/Management
accounting
payroll
research
bookkeeping
purchasing
word processing
Services
appliance repair
florists
marketing
carpet installation
janitorial
photography
catering
landscaping
printing
computer/information
manufacturing
transportation
Construction
architecture
bricklaying
carpentry
cement/masonry
demolition drywall
electrical elevator
construction
engineering fencing
heating
iron works
machine
operation
painting
plastering
plumbing
surveying
tile setting
Section 3 Numerical Goals for satisfying the greatest extent feasible requirement are:
• The Target for New Hires & Training Opportunities is 30% of the aggregate # of new hires. • Targets for Contracts with Section 3 Business Concerns is, Construction 10% of the total dollar amount. All Other contracts, 3% of the total dollar amount of all other Section 3 covered contracts.

Who will award the economic opportunities?
The City of Vista and its contractors and subcontractors are required to provide economic opportunities to the greatest extent feasible, consistent with existing Federal, State, and local laws and regulations whenever HUD financial assistance is used to fund a project. 10/28/2025

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Who receives priority under Section 3?
For training and employment:
❖ Persons in public and assisted housing
❖ Persons in the neighborhood
❖ Participants in HUD Youth Build programs
❖ Homeless persons
For contracting:
❖ Businesses, which fit the definition of a Section 3 business.

What is the Section 3 Business Registry?
The Section 3 Business Registry is a listing of businesses that have self -certified that they meet one of the eligibility criteria of a Section 3 business, and have submitted publicly available information about their firm (i.e. business name, address, type of services provided, etc.) to be included HUD's online database.

To search for Section 3 businesses in your community, register your business, or learn more about HUD's Section 3 Business Registry, please visit www.hud.gov/Sec3biz .

WiII HUD reauire compliance?
Yes. HUD receives annual reports from the City, monitors the performance of contractors and investigates complaints. HUD examines employment and contract records for evidence of actions taken to train and employ Section 3 residents and to award contracts to Section 3 businesses.

What if it appears an entity is not complying with Section 3? Section 3 residents or businesses that believe that they have been denied employment, training, or contracting opportunities associated with HUD funded projects are encouraged to file a complaint with HUD at the appropriate Regional Office of Fair Housing and Equal Opportunity (FHEO). A copy of the Section 3 Complaint Form (HUD -958) and a list of FHEO Regional Offices can be found online at www.hud.gov/Section3
File a complaint in writing to:

U.S. Department of Housing and
Urban Development 300 N. Los
Angeles Street, Suite 4054
Los Angeles, CA 90012
or to:

Assistant Secretary for Fair Housing and Equal Opportunity U.S. Department of Housing and Urban Development
451 Seventh Street, S.W.,
Room 5100
Washington, D.C. 20410-2000
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A written complaint should contain:
❖ Name and address of the person filing the complaint
❖ Name and address of subject of complaint (HUD recipient or contractor) ❖ Description of acts or omissions in alleged violation of Section 3 ❖ Statement of corrective action sought
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U.S. Department of Housing
and Urban Development
Labor Relations Desk Guide
LR01.DG
nAVIS- ACON

LABOR STANDARDS
A Contractor's Guide
to Prevailing Wage Requirements
for Federally -Assisted Construction Projects
January 2012
Previous versions obsolete
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INTRODUCTION
This Guide has been prepared for you as a contractor performing work on construction projects that are assisted by the Department of Housing and Urban Development and subject to Davis - Bacon prevailing wage requirements. This Guide does not address contractor requirements involved in direct Federal contracting where HUD or another Federal agency enters into a procurement contract. In this latter case, the Federal Acquisition Regulations (FAR) are appli- cable. While the guidance contained in this Guide is generally applicable to any Davis -Bacon covered project, specific questions pertaining to direct Federal contracts should be addressed to the Contracting Officer who signed the contract for the Federal agency.

Our objective here is to provide you with a guide which is simple and non -bureaucratic yet comprehensive and which will help you better understand and comply with Davis -Bacon labor standards. HUD's Office of Labor Relations worked closely with the Department of Labor's Wage and Hour Division to make sure that the labor standards provisions in your contract and the specifics of complying with them represent the latest information. It is the Department of Labor which has general administrative oversight of all Federal contracting agencies, such as HUD, which administer the day-to-day responsibilities of enforcing Davis -Bacon provisions in construction contracts they either fund or assist in funding.

There are three chapters in this Guide. The first chapter offers a brief description of the laws and regulations associated with Federal labor standards administration and enforcement and discusses both what's in your contract that requires Davis -Bacon compliance and your respon- sibilities. The second chapter deals with labor standards and payroll reporting requirements.

The third chapter discusses what can happen in the event there is a dispute about the wage rates that should be (or have been) paid and any back wages that may be due.

Finally, not all HUD construction projects are covered by Davis -Bacon wage rates. For the pur- pose of this Guide, we are assuming that a determination has already been made that Davis - Bacon wage rates are applicable. Should you wish assistance in determining whether Davis - Bacon wage rates apply to a particular project or if you need other related technical assistance, please consult with the HUD Labor Relations Field staff for your area. If you don't know which staff to contact, a list of Labor Relations field offices and their geographic areas and telephone numbers can be found on HUD's Home Page at the address below.

Visit the Office of Labor Relations on-line:
http://www.hud.gov/offices/olr
Obtain additional copies of this Guide and other publications at our website or by telephone from HUD's Customer Service Center at (800)767-7468.
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TABLE OF CONTENTS
INTRODUCTION i
CHAPTER 1 LAWS, REGULATIONS, CONTRACTS
AND RESPONSIBILITIES 1-1
1-1 DAVIS-BACON AND OTHER LABOR LAWS. 1-1
a. The Davis -Bacon Act (DBA) 1-1
b. The Contract Work Hours and Safety Standards Act (CWHSSA) 1-1 c. The Copeland Act (Anti -Kickback Act) 1-2
d. The Fair Labor Standards Act (FLSA) 1-2
1-2 DAVIS-BACON REGULATIONS 1-2
1-3 CONSTRUCTION CONTRACT PROVISIONS 1-2
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR 1-3
1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR 1-4
CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS
AND PAYROLL REPORTING REQUIREMENTS 2-1

SECTION - I THE BASICS
2-1 THE WAGE DECISION 2-1
a. The work classifications and wage rates 2-1
b. Posting the wage decision 2-2
2-2 ADDITIONAL "TRADE" CLASSIFICATIONS AND WAGE RATES 2-2 a. Additional classification rules 2-2
b. Making the request 2-3
c. HUD review 2-3
d. DOL decision 2-3
2-3 CERTIFIED PAYROLL REPORTS 2-4
a. Payroll formats 2-4
b. Payroll certifications 2-4
c. "No work" payrolls 2-4
d. Payroll review and submission 2-5
e. Payroll retention 2-5
f. Payroll inspection 2-5
2-4 DAVIS-BACON DEFINITIONS 2-5
a. Laborer or mechanic 2-5
b. Employee 2-6
c. Apprentices and trainees 2-6
d. Prevailing wages or wage rates 2-7
e. Fringe benefits 2-7
f. Overtime 2-7
g. Deductions 2-8
h. Proper designation of trade 2-8
i. Site of work 2-8
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SECTION - II REPORTING REQUIREMENT
2-5 COMPLETING A PAYROLL REPORT 2-9
a. Project and contractor/subcontractor information 2-9 b. Employee information 2-9
c. Work classification 2-9
d. Hours worked 2-10
e. Rate of pay 2-10
f. Gross wages earned 2-10
g. Deductions 2-11
h. Net pay 2-11
i. Statement of compliance 2-11
j. Signature 2-11

SECTION III - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS 2-12
a. On -site interviews 2-12
b. Project payroll reviews 2-12
2-7 TYPICAL PAYROLL ERRORS AND REQUIRED CORRECTIONS 2-12 a. Inadequate payroll information 2-12
b. Missing identification numbers 2-12
c. Incomplete payrolls 2-13
d. Classifications 2-13
e. Wage Rates 2-13
f. Apprentices and trainees 2-13
g. Overtime 2-13
h. Computations 2-13
i. Deductions 2-13
j. Fringe benefits 2-14
k. Signature 2-14
I. On -site interview comparisons 2-14
m. Correction certified payroll 2-14
2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES 2-14
a. Notification 2-14
b. Computing wage restitution 2-15
c. Correction certified payrolls 2-15
d. Review of correction CPR 2-15
e. Unfound workers 2-15
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CHAPTER 3 LABOR STANDARDS DISPUTES, ADMINISTRATIVE

REVIEWS, WITHHOLDING, DEPOSITS AND ESCROW
ACCOUNTS, AND SANCTIONS 3-1
3-1 INTRODUCTION 3-1
3-2 ADMINISTRATIVE REVIEW ON LABOR STANDARDS DISPUTES 3-1 a. Additional classifications and wage rates 3-1
b. Findings of underpayment 3-2
3-3 WITHHOLDING 3-2
3-4 DEPOSITS AND ESCROWS 3-3
3-5 ADMINISTRATIVE SANCTIONS 3-4
a. DOL debarment 3-4
b. HUD sanctions 3-4
3-6 FALSIFICATION OF CERTIFIED PAYROLL REPORTS 3-5

APPENDICIES
ACRONYMS AND SYMBOLS A-1
DAVIS-BACON - RELATED WEB SITES* A-2
HUD -4720, Project Wage Rate Sheet A-3
WH-347, Payroll Form/Statement of Compliance A-4
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CHAPTER 1 LAWS, REGULATIONS, CONTRACTS

AND RESPONSIBILITIES
The following paragraphs describe what the labor standards laws and regulations actually say and what they mean to you on HUD projects:
1-1 DAVIS-BACON AND OTHER LABOR LAWS.
a. The Davis -Bacon Act (DBA). The Davis -Bacon Act requires the payment of prevailing wage rates (which are determined by the U.S. Department of Labor) to all laborers and mechanics on Federal government and District of Columbia construction projects in excess of $2,000. Construction includes alteration and/or repair, including painting and decorating, of public buildings or public works.

Most HUD construction work is not covered by the DBA itself since HUD seldom contracts directly for construction services. Most often, if Davis -Bacon wage rates apply to a HUD project it is because of a labor provision contained in one of HUD's "Related Acts" such as the U. S. Housing Act of 1937, the National Housing Act, the Housing and Community Development Act of 1974, the National Affordable Housing Act of 1990, and the Native American Housing Assistance and Self -Determination Act of 1996. The Related Acts are often referred to as the Davis -Bacon and Related Acts or DBRA. b. The Contract Work Hours and Safety Standards Act (CWHSSA). CWHSSA requires time and one-half pay for overtime (O/T) hours (over 40 in any workweek) worked on the covered project. The CWHSSA applies to both direct Federal contracts and to indirect Federally -assisted contracts except where the assistance is solely in the nature of a loan guarantee or insurance. CWHSSA violations carry a liquidated damages penalty ($10/day per violation). Intentional violations of CWHSSA standards can be considered for Federal criminal prosecution.

CWHSSA does not apply to prime contracts of $100,000 or less. In addition, some HUD projects are not covered by CWHSSA because some HUD programs only provide loan guarantees or insurance. CWHSSA also does not apply to construction or rehabilitation contracts that are not subject to Federal prevailing wage rates (e.g., Davis -Bacon wage rates, or HUD -determined rates for operation of public housing and Indian block grant - assisted housing). However, even though CWHSSA overtime pay is not required, Fair Labor Standards Act (FLSA) overtime pay is probably still applicable. (See also Labor Relations Letter SL -95-01, CWHSSA Coverage threshold for overtime and health and safety provision, available on-line at the HUD Labor Relations Library at: www.hud.gov/ offices/o l r/ l i b ra ry. cfm )
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c. The Copeland Act (Anti -Kickback Act). The Copeland Act makes it a Federal crime for anyone to require any laborer or mechanic (employed on a Federal or Federally - assisted project) to kickback (i.e., give up or pay back) any part of their wages. The Copeland Act requires every employer (contractors and subcontractors) to submit weekly certified payroll reports (CPRs) and regulates permissible payroll deductions. d. The Fair Labor Standards Act (FLSA). The FLSA contains Federal minimum wage rates, overtime (O/T), and child labor requirements. These requirements generally apply to any labor performed. The DOL has the authority to administer and enforce FLSA.

HUD will refer to the DOL any possible FLSA violations that are found on HUD projects. 1-2 DAVIS-BACON REGULATIONS.

The Department of Labor (DOL) has published rules and instructions concerning Davis -Bacon and other labor laws in the Code of Federal Regulations (CFR). These regulations can be found in Title 29 CFR Parts 1, 3, 5, 6 and 7. Part 1 explains how the DOL establishes and publishes DBA wage determinations (aka wage decisions) and provides instructions on how to use the determinations. Part 3 describes Copeland Act requirements for payroll deductions and the submission of weekly certified payroll reports.

Part 5 covers the labor standards provisions that are in your contract relating to Davis - Bacon Act wage rates and the responsibilities of contractors and contracting agencies to administer and enforce the provisions. Part 6 provides for administrative proceedings enforcing Federal labor standards on construction and service contracts. Last, Part 7 sets parameters for practice before the Administrative Review Board. These regulations are used as the basis for administering and enforcing the laws.

DOL Regulations are available on-line on the World Wide Web:
http://www.dol.gov/dol/allcfr/Title_29.htm
1-3 CONSTRUCTION CONTRACT PROVISIONS
Each contract subject to Davis -Bacon labor standards requirements must contain labor standards clauses and a Davis -Bacon wage decision. These documents are normally bound into the contract specifications.
a. The labor standards clauses. The labor standards clauses describe the responsibilities of the contractor concerning Davis -Bacon wages and obligate the contractor to comply with the labor requirements. The labor standards clauses also provide for remedies in the event of violations, including withholding from payments due to the contractor to ensure the payment of wages or liquidated damages which may be found due. These contract clauses enable the contract administrator to enforce the Federal labor standards applicable to the project. HUD has standard forms that contain contract clauses. For example, the HUD -2554, Supplementary Conditions to the Contract for Construction, which is issued primarily for FHA multifamily housing and other construction projects

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administered by HUD; the HUD -4010, Federal Labor Standards Provisions, which is used for CDBG and HOME projects, and the HUD -5370, General Conditions of the Contract for Construction or the HUD-5370-EZ (construction contracts ≤$100,000) which are used for Public and Indian Housing projects.

HUD program labor standards forms are available on-line at:
www.hud.gov/offices/adm/hudclips/index.ctm
b. Davis -Bacon Wage Decisions. The Davis -Bacon wage decision (or wage determination) is a listing of various construction work classifications, such as Carpenter, Electrician, Plumber and Laborer, and the minimum wage rates (and fringe benefits, where prevailing) that people performing work in those classifications must be paid.

Davis -Bacon wage decisions are established by the DOL for various types of construction (e.g., residential, heavy, highway) and apply to specific geographic areas, usually a county or group of counties. Wage decisions are modified from time to time to keep them current. In most cases, when the contract is awarded or when construction begins, the wage decision is "locked -in" and no future modifications are applicable to the contract or project involved.

All current Davis -Bacon wage decisions can be accessed on-line at no cost at:
http://www.wdol.gov
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR
The principal contractor (also referred to as the prime or general contractor) is responsible for the full compliance of all employers (the contractor, subcontractors and any lower -tier subcontractors) with the labor standards provisions applicable to the project. Because of the contractual relationship between a prime contractor and his/her subcontractors, subcontractors generally should communicate with the contract administrator only through the prime contractor. (See Contract Administrator, below.) To make this Guide easier to understand, the term "prime contractor" will mean the principal contractor; "subcontractor" will mean all subcontractors including lower -tier subcontractors; and the term "employer" will mean all contractors as a group, including the prime contractor and any subcontractors and lower -tier subcontractors. 10/28/2025
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1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR.

The contract administrator is responsible for the proper administration and enforcement of the Federal labor standards provisions on contracts covered by Davis -Bacon requirements. We use this term to represent the person (or persons) who will provide labor standards advice and support to you and other project principals (e.g., the owner, sponsor, architect), including providing the proper Davis -Bacon wage decision (see 2-1, The Wage Decision) and ensuring that the wage decision and contract clauses are incorporated into the contract for construction. The contract administrator also monitors labor standards compliance (see 2-6, Compliance Reviews) by conducting interviews with construction workers at the job site and reviewing payroll reports, and oversees any enforcement actions that may be required.

The contract administrator could be an employee or agent of HUD, or of a city or county or public housing agency. For HUD projects administered directly by HUD staff, usually FHA - insured multifamily projects, the contract administrator will be the HUD Labor Relations field staff. But many HUD -assisted projects are administered by local contracting agencies such as Public Housing Agencies (PHAs), Indian tribes and tribally -designated housing entities (TDHEs), and States, cities and counties under HUD's Community Development Block Grant (CDBG) and HOME programs. In these cases, the contract administrator will likely be local agency staff. In either case, the guidance for you remains essentially the same.

The DOL also has a role in monitoring Davis -Bacon administration and enforcement. In addition, DOL has independent authority to conduct investigations. A DOL investigator or other DOL representative may visit Davis -Bacon construction sites to interview construction workers or review payroll information.

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CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS

AND PAYROLL REPORTING REQUIREMENTS
WHERE TO START? Now that you know you're on a Davis -Bacon project and you know some of the legal and practical implications, what's next?

SECTION I - THE BASICS
2-1 THE WAGE DECISION.

Davis -Bacon labor standards stipulate the wage payment requirements for Carpenters, Electricians, Plumbers, Roofers, Laborers, and other construction work classifications that may be needed for the project. The Davis -Bacon wage decision that applies to the project contains a schedule of work classifications and wage rates that must be followed.

If you don't have it already (and by now you should), you'll want to get a copy of the applicable Davis -Bacon wage decision.

Remember, the wage decision is contained in the contract specifications along with the labor standards clauses. See 1-3, Construction Contract Provisions. a. The work classifications and wage rates. A Davis -Bacon wage decision is simply a listing of different work classifications and the minimum wage rates that must be paid to anyone performing work in those classifications. You'll want to make sure that the work classification(s) you need are contained in the wage decision and make certain you know exactly what wage rate(s) you will need to pay. Some wage decisions cover several counties and/or types of construction work (for example, residential and commercial work) and can be lengthy and difficult to read. Contact the contract administrator (HUD Labor Relations field staff or local agency staff) if you have any trouble reading the wage decision or finding the work classification(s) you need.

To make reading lengthy wage decisions easier for you, the contract administrator may prepare a Project Wage Rate Sheet (HUD -4720). This Sheet is a one -page transcript that will show only the classifications and wage rates for a particular project. A blank copy of a Project Wage Rate Sheet is provided for you in the appendix. Also, a fillable version of this form is available on-line at HUDCIips (see web address in the Appendix). Contact the contract administrator monitoring your project for assistance with a Project Wage Rate Sheet.
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b. Posting the wage decision. If you are the prime contractor, you will be responsible for posting a copy of the wage decision (or the Project Wage Rate Sheet) and a copy of the DOL Davis -Bacon poster titled Employee Rights under the Davis -Bacon Act (Form WH- 1321) at the job site in a place that is easily accessible to all of the construction workers employed at the project and where the wage decision and poster won't be destroyed by wind or rain, etc. The Employee Rights under the Davis -Bacon Act poster is available in English and Spanish on-line at HUDCIips (see address in the Appendix).

The Employee Rights under the Davis -Bacon Act poster (WH-1321) replaces the Notice to all Employees. The new poster is available in English and Spanish on-line at HUDCIips (see address in the Appendix).
2-2 ADDITIONAL "TRADE" CLASSIFICATIONS AND WAGE RATES.

What if the work classification you need isn't on the wage decision? If the work classification(s) that you need doesn't appear on the wage decision, you will need to request an additional classification and wage rate. This process is usually very simple and you'll want to start the request right away. Basically, you identify the classification you need and recommend a wage rate for DOL to approve for the project. There are a few rules about additional classifications; you'll find these rules in the DOL regulations, Part 5, and in the labor clauses in your contract. The rules are summarized for you here:
a. Additional classification rules. Additional classifications and wage rates can be approved if:

1. The requested classification is used by construction contractors in the area of the project. (The area is usually defined as the county where the project is located).

2. The work that will be performed by the requested classification is not already performed by another classification that is already on the wage decision. (In other words, if there already is an Electrician classification and wage rate on the wage decision you can't request another Electrician classification and rate.)

3. The proposed wage rate for the requested classification "fits" with the other wage rates already on the wage decision. (For example, the wage rate proposed for a trade classification such as Electrician must be at least as much as the lowest wage rate for other trade classifications already contained in the wage decision.) And,

4. The workers that will be employed in the added classification (if it is known who the workers are/will be), or the workers' representatives, must agree with the proposed wage rate.

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b. Making the request. A request for additional classification and wage rate must be made in writing through the contract administrator. (If the contract administrator is a local agency, the agency will send the request to the HUD Labor Relations staff.) If you are a subcontractor, your request should also go through the prime contractor. All you need to do is identify the work classification that is missing and recommend a wage rate (usually the rate that employer is already paying to the employees performing the work) for that classification. You may also need to describe the work that the new classification will perform.
c. HUD review. The HUD Labor Relations field staff will review the requested classification and wage rate to determine whether the request meets the DOL rules outlined in paragraph 2-2(a), above. If additional information or clarification is needed, the staff will contact the prime contractor (or contract administrator for local agency projects) for more information, etc. If the Labor Relations review finds that the request meets the rules, the staff will give preliminary approval on the request and refer it to the DOL for final approval. The staff will send to you a copy of the preliminary approval/referral letter to the DOL.

If the HUD Labor Relations staff doesn't think the request meets the rules and if agreement can't be reached on the proper classification or wage rate for the work described, the HUD Labor Relations staff will not approve the request. In this case, the staff will send your request to the DOL with an explanation why HUD believes that the request shouldn't be approved. The DOL still has final decision authority. You will receive a copy of the disapproval/referral letter to the DOL.
d. DOL decision. The DOL will respond to HUD Labor Relations in writing about the additional classification and wage rate request. HUD Labor Relations will notify you of the DOL decision in writing. If the DOL approves the request, the prime contractor must post the approval notice on the job site with the wage decision.

If the DOL does not approve the request, you will be notified about what classification and wage rate should be used for the work in question. You will also receive instructions about how to ask for DOL reconsideration if you still want to try to get your recommendation approved.
(
It's always a good idea to talk to the contract administrator before submitting an additional classification and wage rate request. The contract administrator can offer suggestions and advice that may save you time and increase the likelihood that DOL will approve your request. Usually, the contract administrator can give you an idea about what the DOL will finally decide.
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2-3
CERTIFIED PAYROLL REPORTS.

You'll need to submit a weekly certified payroll report (CPR) beginning with the first week that your company works on the project and for every week afterward until your firm has completed its work. It's always a good idea to number the payroll reports beginning with #1 and to clearly mark your last payroll for the project "Final." a. Payroll formats. The easiest form to use is DOL's WH-347, Payroll. A sample copy of the WH-347 is included in the back of this Guide. You may access a fillable version of the WH-347 on-line at HUDCIips (see web address in the Appendix). Also, the contract administrator can provide a few copies of the WH-347 that you can reproduce.

You are not required to use Payroll form WH-347. You are welcome to use any other type of payroll, such as computerized formats, as long as it contains all of the information that is required on the WH-347.
b. Payroll certifications. The weekly payrolls are called certified because each payroll is signed and contains language certifying that the information is true and correct. The payroll certification language is on the reverse side of the WH-347. If you are using another type of payroll format you may attach the certification from the back of the WH- 347, or any other format which contains the same certification language on the WH-347 (reverse).

DOL's website has Payroll Instructions and the Payroll form WH-347 in a "fillable" PDF format at this address:
www.dol.gov/whd/forms/wh347.pdf
c. "No work" payrolls. "No work" payrolls may be submitted whenever there is a temporary break in your work on the project, for example, if your firm is not needed on the project right now but you will be returning to the job in a couple of weeks. (See tip box, for "no work" payroll exemption!) However, if you know that your firm will not be working on the project for an extended period of time, you may wish to send a short note to the contract administrator to let them know about the break in work and to give an approximate date when your firm will return to the project. If you number payrolls consecutively or if you send a note, you do not need to send "no work" payrolls.

If you number your payroll reports consecutively, you do not need to submit "no work" payrolls!

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d. Payroll review and submission. The prime contractor should review each subcontractor's payroll reports for compliance prior to submitting the reports to the contract administrator.

Remember, the prime contractor is responsible for the full compliance of all subcontractors on the contract and will be held accountable for any wage restitution that may be found due to any laborer or mechanic that is underpaid and for any liquidated damages that may be assessed for overtime violations. All of the payroll reports for any project must be submitted to the contract administrator through the prime contractor.

An alert prime contractor that reviews subcontractor payroll submissions can detect any misunderstandings early, prevent costly underpayments and protect itself from financial loss should underpayments occur.
e. Payroll retention. Every contractor (including every subcontractor) must keep a complete set of their own payrolls and other basic records such as employee addresses and full SSNs, time cards, tax records, evidence of fringe benefit payments, for a Davis -Bacon project for at least 3 years after the project is completed. The prime contractor must keep a complete set of all of the payrolls for every contractor (including subcontractors) for at least 3 years after completion of the project.
f. Payroll inspection. In addition to submitting payrolls to the contract administrator, every contractor (including subcontractors) must make their own copy of the payrolls and other basic records available for review or copying to any authorized representative from HUD or from DOL.
2-4 DAVIS-BACON DEFINITIONS.

Before we discuss how to complete the weekly payroll forms, we need to review a couple of definitions. These definitions can help you understand what will be required of you:
a. Laborer or mechanic. "Laborers" and "mechanics" mean anyone who is performing construction work on the project, including trade journeymen (carpenters, plumbers, sheet metal workers, etc.), apprentices, and trainees and, for CWHSSA purposes, watchmen and guards. "Laborers" and "mechanics" are the two groups of workers that must be paid not less than Davis -Bacon wage rates.

1. Working foremen. Foremen or supervisors that regularly spend more than 20% of their time performing construction work and do not meet the exclusions in paragraph 2 below are covered "laborers" and "mechanics" for labor standards purposes for the time spent performing construction work.

2. Exclusions. People whose duties are primarily administrative, executive or clerical are not laborers or mechanics. Examples include superintendents, office staff, timekeepers, messengers, etc. (Contact the contract administrator if you have any questions about whether a particular employee is excluded.) 10/28/2025

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b. Employee. Every person who performs the work of a laborer or mechanic is "employed" regardless of any contractual relationship which may be alleged to exist between a contractor or subcontractor and such person. This means that even if there is a contract between a contractor and a worker, the contractor must make sure that the worker is paid at least as much as the wage rate on the wage decision for the classification of work they perform. Note that there are no exceptions to the prevailing wage requirements for relatives or for self-employed laborers and mechanics.

For more information about working subcontractors, ask the contract administrator or your HUD Labor Relations Field Staff for a copy of Labor Relations Letter LR-96-01, Labor standards compliance requirements for self-employed laborers and mechanics.

Labor Relations Letters and other helpful Labor Relations publications are available at HUD's Labor Relations web site (see the list of web site addresses in the Appendix). c. Apprentices and trainees. The only workers who can be paid less than the wage rate on the wage decision for their work classification are "apprentices" and "trainees" registered in approved apprenticeship or training programs. Approved programs are those which have been registered with the DOL or a DOL-recognized State Apprenticeship Council (SAC).

Apprentices and trainees are paid wage rates in accordance with the wage schedule in the approved program.

Most often, the apprentice/trainee wage rate is expressed as a series of percentages tied to the amount of time spent in the program. For example, 0-6 months: 65%; 6 months - 1 year: 70%; etc. The percentage is applied to the journeyman's wage rate. On Davis - Bacon projects, the percentage must be applied to the journeyman's wage rate on the applicable wage decision for that craft.

1. Probationary apprentice. A"probationary apprentice" can be paid as an apprentice (less than the rate on the wage decision) if the DOL or SAC has certified that the person is eligible for probationary employment as an apprentice.

2. Pre -apprentice. A "pre -apprentice", that is, someone who is not registered in a program and who hasn't been DOL- or SAC -certified for probationary apprenticeship is not considered to be an "apprentice" and must be paid the full journeyman's rate on the wage decision for the classification of work they perform.

3. Ratio of apprentices and trainees to journeymen. The maximum number of apprentices or trainees that you can use on the job site cannot exceed the ratio of apprentices or trainees to journeymen allowed in the approved program.

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d. Prevailing wages or wage rates. Prevailing wage rates are the wage rates listed on the wage decision for the project. The wage decision will list a minimum basic hourly rate of pay for each work classification. Some wage decisions include fringe benefits which are usually listed as an hourly fringe rate. If the wage decision includes a fringe benefit rate for a classification, you will need to add the fringe benefit rate to the basic hourly rate unless you provide bona fide fringe benefits for your employees.

1. Piece -work. Some employees are hired on a piece -work basis, that is, the employee's earnings are determined by a factor of work produced. For example, a Drywall Hanger's earnings may be calculated based upon the square feet of sheetrock actually hung, a Painter's earnings may be based upon the number of units painted. Employers may calculate weekly earnings based upon piece rates provided the weekly earnings are sufficient to satisfy the wage rate requirement based upon actual hours, including any overtime, worked.

Accurate time records must be maintained for any piece -work employees.

If the weekly piece rate earnings are not sufficient, the employer must recompute weekly earnings based upon the actual hours worked and the rate on the wage decision for the work classification(s) involved. e. Fringe benefits Fringe benefits can include health insurance premiums, retirement contributions, life insurance, vacation and other paid leave as well as some contributions to training funds. Fringe benefits do not include employer payments or contributions required by other Federal, State or local laws, such as the employer's contribution to Social Security or some disability insurance payments.

Note that the total hourly wage rate paid to any laborer or mechanic (basic wage or basic wage plus fringe benefits) may be no less than the total wage rate (basic wage or basic wage plus fringe benefits) on the wage decision for their craft. If the value of the fringe benefit(s) vou provide is less than the fringe benefit rate on the wage decision, vou will need to add the balance of the wage decision fringe benefit rate to the basic rate paid to the employee. For example, if the wage decision requires $10/hour basic rate plus $5/ hour fringe benefits, you must pay no less than that total ($15/hour) in the basic rate or basic rate plus whatever fringe benefit you may provide. You can meet this obligation in several ways: you could pay the base wage and fringe benefits as stated in the wage decision, or you could pay $15 in base wage with no fringe benefits, or you could pay $12 basic plus $3 fringe benefits. You can also off -set the amount of the base wage if you pay more in fringe benefits such as by paying or $9 basic plus $6 fringe benefits; as long as you meet the total amount. The amount of the base wage that you may off -set with fringe benefits is limited by certain IRS and FLSA requirements. f. Overtime. Overtime hours are defined as all hours worked on the contract in excess of 40 hours in any work week. Overtime hours must be paid at no less than one and one- half times the regular rate of basic pay plus the straight -time rate of any required fringe benefits.
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g. Deductions. You may make payroll deductions as permitted by DOL Regulations 29 CFR Part 3. These regulations prohibit the employer from requiring employees to "kick -back" (i.e., give up) any of their earnings. Allowable deductions which do not require prior DOL permission include employee obligations for income taxes, Social Security payments, insurance premiums, retirement, savings accounts, and any other legally -permissible deduction authorized by the employee. Deductions may also be made for payments on judgments and other financial obligations legally imposed against the employee.

Referring, again, to our example above where the wage decision requiring a $15 total wage obligation ($10 basic wage plus $5 fringe benefits) was met by paying $9 base wage plus $6 fringe benefits: Note that overtime rates must be based on one and one-half times the basic rate as stated on the wage decision. In the above example, the employer must pay for overtime: $15/hr ($9 basic + $6 fringe) plus $5 (one-half of $10, the wage decision basic rate) for a total of $20 per hour.
h. Proper designation of trade. You must select a work classification on the wage decision for each worker based on the actual type of work he/she performed and you must pay each worker no less than the wage rate on the wage decision for that classification regardless of their level of skill. In other words, if someone is performing carpentry work on the project, they must be paid no less than the wage rate on the wage decision for Carpenters even if they aren't considered by you to be fully trained as a Carpenter. Remember, the only people who can be paid less than the rate for their craft are apprentices and trainees registered in approved programs.

1. Split -classification. If you have employees that perform work in more than one trade during a work week, you can pay the wage rates specified for each classification in which work was performed only if you maintain accurate time records showing the amount of time spent in each classification of work. If you do not maintain accurate time records, you must pay these employees the highest wage rate of all of the classifications of work performed. i. Site of work. The "site of work" is where the Davis -Bacon wage rates apply. Usually, this means the boundaries of the project. "Site of work" can also include other adjacent or virtually adjacent property used by a contractor or subcontractor in the construction of the project, like a fabrication site that is dedicated exclusively, or nearly so, to the project. 2-130/28/2025

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SECTION II - REPORTING REQUIREMENTS
2-5 COMPLETING A PAYROLL REPORT.

What information has to be reported on the payroll form? The weekly payroll form doesn't ask for any information that you don't already need to keep for wage payment and tax purposes. For example, you need to know each employee's name; his or her work classification (who is working for you and what do they do?), the hours worked during the week, his or her rate of pay, the gross amount earned (how much did they earn?), the amounts of any deductions for taxes, etc., and the net amount paid (how much should the paycheck be made out for?). No more information than you need to know in order to manage your work crew and make certain they are paid properly. And, certainly, no more information than you need to keep for IRS, Social Security and other tax and employment purposes.

For many contractors, the Weekly Certified Payroll is the only Davis -Bacon paperwork you need to submit!
You are required to submit certified payrolls to illustrate and document that you have complied with the prevailing wage requirements. The purpose of the contract administrator's review of your payrolls is to verify your compliance. Clearer and complete payroll reports will permit the contract administrator to complete reviews of your payroll reports quickly. a. Project and contractor/subcontractor information. Each payroll must identify the contractor or subcontractor's name and address, the project name and number, and the week ending date. Indicate the week dates in the spaces provided. Numbering payrolls is optional but strongly recommended.
b. Employee information. Effective January 18, 2009, payrolls shall not report employee addresses or full Social Security Numbers (SSNs). Instead, the first payroll on which each employee appears shall include the employee's name and an individually identifying number, usually the last 4 digits of the employee's SSN. Afterward, the identifying number does not need to be reported unless it is necessary to distinguish between employees, e.g., if two employees have the same name.

Employers (prime contractors and subcontractors) must maintain the current address and full SSN for each employee and must provide this information upon request to the contracting agency or other authorized representative responsible for federal labor standards compliance monitoring. Prime contractors may require a subcontractor(s) to provide this information for the prime contractor's records. DOL has modified form WH- 347, Payroll, to accommodate these reporting requirements. c. Work classification. Each employee must be classified in accordance with the wage decision based on the type of work they actually perform. 10/28/2025
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1. Apprentices or trainees. The first payroll on which any apprentice or trainee appears must be accompanied by a copy of that apprentice's or trainee's registration in a registered or approved program. A copy of the portions of the registered or approved program pertaining to the wage rates and ratios shall also accompany the first payroll on which the first apprentice or trainee appears.

2. Split classifications. For an employee that worked in a split classification, make a separate entry for each classification of work performed distributing the hours of work to each classification, accordingly, and reflecting the rate of pay and gross earnings for each classification. Deductions and net pay may be based upon the total gross amount earned for all classifications.
d. Hours worked. The payroll should show ONLY the regular and overtime hours worked on this project. Show both the daily and total weekly hours for each employee. If an employee performs work at job sites other than the project for which the payroll is prepared, those "other job" hours should not be reported on the payroll. In these cases, you should list the employee's name, classification, hours for this project only, the rate of pay and gross earnings for this project, and the gross earned for all projects. Deductions and net pay may be based upon the employee's total earnings (for all projects) for the week. e. Rate of pay. Show the basic hourly rate of pay for each employee for this project. If the wage decision includes a fringe benefit and you do not participate in approved fringe benefit programs, add the fringe benefit rate to the basic hourly rate of pay. Also list the overtime rate if overtime hours were worked.

1. Piece -work. For any piece -work employees, the employer must compute an effective hourly rate for each employee each week based upon the employee's piece -work earnings for that week. To compute the effective hourly rate, divide the piece -work earnings by the total number of hours worked, including consideration for any overtime hours.

The effective hourly rate must be reflected on the certified payroll and this hourly rate may be no less than the wage rate (including fringe benefits, if any) on the wage decision for the classification of work performed. It does not matter that the effective hourly rate changes from week -to -week, only that the rate is no less than the rate on the wage decision for the classification of work performed.

Remember, the overtime rate is computed at one and one-half times the basic rate of pay plus any fringe benefits. For example, if the wage decision requires $10/hour basic plus $5/hour fringe benefits, the overtime rate would be: ($10 x 1 '/2) + $5 = $20/hour. f. Gross wages earned. Show the gross amount of wages earned for work performed on this project. Note: For employees with work hours and earnings on other projects, you may show gross wages for this project over gross earnings all projects (for example, $425.40/$764.85) and base deductions and net pay on the "all projects" earnings.

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g. Deductions. Show the amounts of any deductions from the gross earnings. "Other" deductions should be identified (for example, Savings Account or Loan Repayment). Any voluntary deduction (that is, not required by law or by an order of a proper authority) must be authorized in writing by the employee or provided for in a collective bargaining (union) agreement. A short note signed by the employee is all that is needed and should accompany the first payroll on which the other deduction appears.

Only one employee authorization is needed for recurring (e.g., weekly) other deductions.

Written employee authorization is not required for income tax and Social Security deductions.
h. Net pay. Show the net amount of wages paid.
i. Statement of compliance. The Statement of Compliance is the certification. It is located on the reverse side of a standard payroll form (WH-347). Be sure to complete the identifying information at the top, particularly if you are attaching the Statement of Compliance to an alternate payroll form such as a computer payroll. Also, you must check either 4(a) or 4(b) if the wage decision contains a fringe benefit. Checking 4(a) indicates that you are paying required fringe benefits to approved plans or programs; and 4(b) indicates that you are paying any required fringe benefit amounts directly to the employee by adding the fringe benefit rate to the basic hourly rate of pay. If you are paying a portion of the required fringe benefit to programs and the balance directly to the employee, explain those differences in box 4(c).

Only one Statement of Compliance is required for each employer's weekly payroll no matter how many pages are needed to report the employee data.

Signature. Make sure the payroll is signed with an original signature in ink. The payroll must be signed by a principal of the firm (owner or officer such as the president, treasurer or payroll administrator) or by an authorized agent (a person authorized by a principal in writing to sign the payroll reports). Signature authorization (for persons other than a principal) should be submitted with the first payroll signed by such an agent. Signatures in pencil; signature stamps; xerox, pdf and other facsimiles are not acceptable. 10/28/2025
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SECTION III - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS.

The contract administrator or other inspector may visit the project site and interview some of the workers concerning their employment on the project. The DOL may also independently conduct its own reviews (see 1-5). In addition, the contract administrator will periodically review payrolls and related submissions, comparing the interview information to the payrolls, to ensure that the labor standards requirements have been met. You will be notified by the contract administrator if these reviews find any discrepancies or errors.

You will be given instructions about what steps must be taken to correct any problems. a. On -site interviews. Every employer (contractor, subcontractor, etc.) must make their employees available for interview at the job site with the contract administrator or other agency representative, or HUD or DOL representative. The interviews are confidential and the employee will be asked about the kind of work they perform and their rate of pay. Every effort will be made to ensure that these interviews cause as little disruption as possible to the on -going work. The interviewer will record the interview information, usually on a form HUD -11, Record of Employee Interview, and forward the interviews to the contract administrator.
b. Project payroll reviews. The contract administrator will compare the information on the interview forms to the corresponding payrolls to ensure that the workers are properly listed on the payrolls for the days and hours worked on the job site, work classification and rate of pay. The contract administrator will also review the payroll submissions to make certain that the payrolls are complete and signed; that employees are paid no less than the wage rate for the work classification shown; apprentice and trainee certifications are submitted (where needed); employee or other authorizations for other deductions are submitted (where needed); etc.
2-7 TYPICAL PAYROLL ERRORS AND REQUIRED CORRECTIONS.

The following paragraphs describe common payroll errors and the corrective steps you must take.
a. Inadequate payroll information. If an alternate payroll format used by an employer (such as some computer payrolls) is inadequate, e.g., does not contain all of the necessary information that would be on the optional form WH-347, the employer will be asked to resubmit the payrolls on an acceptable form.
b. Missing identification numbers. If the first payroll on which an employee appears does not contain the employee's individually identifying number, the employer will be asked to supply the missing information. This information can be reported on the next payroll submitted by the employer if the employer is still working on the project. Otherwise, the employer will be asked to submit a correction certified payroll. 2-119/28/2025
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c. Incomplete payrolls. If the information on the payroll is not complete, for example, if work classifications or rates of pay are missing, the employer will be asked to send a correction certified payroll.
d. Classifications. If the payrolls show work classifications that do not appear on the wage decision, the employer will be asked to reclassify the employees in accordance with the wage decision or the employer may request an additional classification and wage rate (see 2-2). If reclassification results in underpayment (i.e., the wage rate reported on the payroll is less than the rate required for the new classification), the employer will be asked to pay wage restitution to all affected reclassified employees. (see 2-8 for instructions about wage restitution.)
e. Wage rates. If the wage rates on the payroll are less than the wage rates on the wage decision for the work classifications reported, the employer will be asked to pay wage restitution to all affected employees.
f. Apprentices and trainees. If a copy of the employee's registration or the approved program ratio and wage schedule are not submitted with the first payroll on which an apprentice or trainee appears, the employer will be asked to submit a copy of each apprentice's or trainee's registration and/or the approved program ratio and wage schedule. If the ratio of apprentices or trainees to journeymen on the payroll is greater than the ratio in the approved program, the employer will be asked to pay wage restitution to any excess apprentices or trainees. Also, any apprentice or trainee that is not registered in an approved program must receive the journeyman's wage rate for the classification of work they performed.
g.

Overtime. If the employees did not receive at least time and one-half for any overtime hours worked on the project, the following will occur:

1. If the project is subject to CWHSSA overtime requirements, the employer will be asked to pay wage restitution for all overtime hours worked on the project. The employer may also be liable to the United States for liquidated damages computed at $10 per day per violation. Or,

2. If the project is not subject to CWHSSA, the employer will be notified of the possible FLSA overtime violations. Also, the contract administrator may refer the matter to the DOL for further review.
h. Computations. If the payroll computations (hours worked times rate of pay) or extensions (deductions, net pay) show frequent errors, the employer will be asked to take greater care. Wage restitution may be required if underpayments resulted from the errors. i. Deductions. If there are any "Other" deductions that are not identified, or if employee authorization isn't provided, or if there is any unusual (very high, or large number) deduction activity, the employer will be asked to identify the deductions, provide employee authorization or explain unusual deductions, as necessary. 10/28/2025

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HUD does not enforce or attempt to provide advice on employer obligations to make deductions from employee earnings for taxes or Social Security. However, HUD may refer to the IRS or other responsible agency copies of certified payroll reports that show wages paid in gross amounts (i.e., without tax deduction) for its review and appropriate action.

Fringe benefits. If the wage decision contains fringe benefits but the payroll does not indicate how fringe benefits were paid [neither 4(a) nor 4(b) is marked on the Statement of Compliance], the employer may be asked to submit correction certified payrolls and will be required to pay wage restitution if underpayments occurred. However, if the basic hourly rates for the employees are at least as much as the total wage rate on the wage decision (basic hourly rate plus the fringe benefit rate), no correction is necessary. k. Signature. If the payroll Statement of Compliance is not signed or is missing, the employer will be asked to submit a signed Statement of Compliance for each payroll affected. If the Statement of Compliance is signed by a person who is not a principle of the firm and that person has not been authorized by principle to sign, the employer will be asked to provide an authorization or to resubmit the Statement(s) of Compliance bearing the signature of a principle or other authorized signatory.

I. On -site interview comparisons. If the comparison of on -site interviews to the payrolls indicates any discrepancies (for example, the employee does not appear on the payroll for the date of the interview), the employer will be asked to submit a correction certified payroll report.
m. Correction certified payroll. Any and all changes to data on a submitted payroll report must be reported on a certified correction payroll. In no case will a payroll report be returned to the prime contractor or employer for revision. 2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES.

Where underpayments of wages have occurred, the employer will be required to pay wage restitution to the affected employees. Wage restitution must be paid promptly in the full amounts due, less permissible and authorized deductions. All wages paid to laborers and mechanics for work performed on the project, including wage restitution, must be reported on a certified payroll report.
a. Notification to the Employer/Prime contractor. The contract administrator will notify the employer and/or prime contractor in writing of any underpayments that are found during payroll or other reviews. The contract administrator will describe the underpayments and provide instructionsforcomputing and documenting the restitution to be paid. The employer/ prime contractor is allowed 30 days to correct the underpayments. Note that the prime contractor is responsible to the contract administrator for ensuring that restitution is paid. If the employer is a subcontractor, the subcontractor will usually make the computations and restitution payments and furnish the required documentation through the prime contractor. 2-10/28/2025
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The contract administrator may communicate directly with a subcontractor when the underpayments are plainly evident and the subcontractor is cooperative. It is best to work through the prime contractor when the issues are complex, when there are significant underpayments and/or the subcontractor is not cooperative. In all cases, the subcontractor must ensure that the prime contractor receives a copy of the required corrective documentation.
b. Computing wage restitution. Wage restitution is simply the difference between the wage rate paid to each affected employee and the wage rate required on the wage decision for all hours worked where underpayments occurred. The difference in the wage rates is called the adjustment rate. The adjustment rate times the number of hours involved equals the gross amount of restitution due. You may also compute wage restitution by calculating the total amount of Davis -Bacon wages earned and subtracting the total amount of wages paid. The difference is the amount of back wages due. c. Correction certified payrolls. The employer will be required to report the restitution paid on a correction certified payroll. The correction payroll will reflect the period of time for which restitution is due (for example, Payrolls #1 through #6; or a beginning date and ending date). The correction payroll will list each employee to whom restitution is due and their work classification; the total number of work hours involved (daily hours are usually not applicable for wage restitution); the adjustment wage rate (the difference between the required wage rate and the wage rate paid); the gross amount of restitution due; deductions and the net amount actually paid. A properly signed Statement of Compliance must accompany the correction payroll.
r
HUD no longer requires the signature of the employee on the correction payroll to evidence employee receipt of restitution payment. In addition, except in the most extraordinary cases, HUD no longer requires employers to submit copies of restitution checks (certified, cashiers, canceled or other), or employee -signed receipts or waivers. d. Review of correction CPR. The contract administrator will review the correction certified payroll to ensure that full restitution was paid. The prime contractor shall be notified in writing of any discrepancies and will be required to make additional payments, if needed, documented on a correction certified payroll within 30 days. e. Unfound workers. Sometimes, wage restitution cannot be paid to an affected employee because, for example, the employee has moved and can't be located. After wage restitution has been paid to all of the workers who could be located, the employer must submit a list of any workers who could not be found and paid (i.e., unfound workers) providing their names, Social Security Numbers, last known addresses and the gross amount due. In such cases, at the end of the project the prime contractor will be required 10/28/2025
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to place in a deposit or escrow account an amount equal to the total gross amount of restitution that could not be paid because the employee(s) could not be located. The contract administrator will continue attempts to locate the unfound workers for 3 years after the completion of the project. After 3 years, any amount remaining in the account for unfound workers will be credited and/or forwarded by the contract administrator to HUD.

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CHAPTER 3

LABOR STANDARDS DISPUTES, ADMINISTRATIVE

REVIEWS, WITHHOLDING, DEPOSITS AND ESCROW

ACCOUNTS, AND SANCTIONS
WHAT HAPPENS WHEN THINGS GO WRONG?
3-1 INTRODUCTION.

Even in the best of circumstances, things can go wrong. In a Davis -Bacon context, "things going wrong" usually means there's a difference of opinion or a dispute about whether and to what extent underpayments have occurred. These disputes are usually between the contract administrator and one or more employers (the prime contractor and/ or a subcontractor). The dispute may involve something simple such as an additional classification request that is pending before the DOL; or something as significant as investigative findings following a complaint of underpayment. This chapter discusses some of what you may expect and what you can do to make your views known and to lessen any delays in resolving the problem or issue.
3-2 ADMINISTRATIVE REVIEW ON LABOR STANDARDS DISPUTES.

As mentioned in the Introduction above, a dispute about labor standards and compliance can arise for a number of reasons. The labor standards clauses in your contract and DOL regulations provide for administrative review of issues where there is a difference of views between the contract administrator and any employer. The most common circumstances include:
a. Additional classifications and wage rates. Additional classification and wage rate requests are sometimes denied by the DOL. An employer that is dissatisfied with the denial can request reconsideration by the DOL Wage and Hour Administrator. The employer may continue to pay the wage rate, as requested, until a final decision is rendered on the matter. When the final decision is known, the employer will be required to pay any additional wages that may be necessary to satisfy the wage rate that is established.

1. Reconsideration. The DOL normally identifies the reasons for denial in its response to the request. Any interested person (for example, the contract administrator, employer, representatives of the employees) may request reconsideration of the decision on the additional classification request. The request for reconsideration must be made in writing and must thoroughly address the denial reasons identified by the DOL. Employer requests for reconsideration should be made through the contract administrator but may be made directly to the DOL. (See 2-2(d), and also DOL Regulations 29 CFR

1.8.) All requests initiated by or made through the contract administrator or HUD must be submitted through the HUD Headquarters Office of Labor Relations. 10/28/2025

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2. Administrative Review Board. Any interested party may request a review of the Administrator's decision on reconsideration by the DOL's Administrative Review Board. DOL regulations 29 CFR Part 7 explain the procedures for such reviews. (See also 29 CFR 1.9.)
b. Findings of underpayment. Compliance reviews and other follow-up enforcement actions may result in findings of underpayment. The primary goal in every case and at every step in this process is to reach agreements about who may have been underpaid and how much wage restitution may be due and, of course, to promptly deliver restitution to any underpaid workers. The contract administrator will usually work informally with you to reach such agreements. You will have an opportunity to provide additional information to the contract administrator that may explain apparent inconsistencies and/or resolve the discrepancies.

If informal exchanges do not result in agreement, the final determination and schedule of back wages due will be presented to you in writing and you will be permitted 30 days in which to correct the underpayment(s) or to request a hearing on the matter before the DOL. The request for hearing must be made in writing through the contract administrator and must explain what findings are in dispute and the reasons. In such cases, HUD is required to submit a report to DOL for review and further consideration. All requests for DOL hearing must be submitted through the HUD Headquarters Office of Labor Relations.

1. DOL review. The DOL will review the contract administrator's report and the arguments against the findings presented in the hearing request. The DOL may affirm or modify the findings based upon the materials presented. You will be notified in writing by the DOL of the results of its review. If DOL concludes that violations have occurred, you will be given an opportunity to correct any underpayments or to request a hearing before a DOL Administrative Law Judge (ALJ). (See DOL Regulations 29 CFR 5.11 (b) and 29 CFR Part 6, Rules of Practice forAdministrative Proceedings.)

2. Administrative Review Board. Contractors and/or subcontractors may request a review by the Administrative Review Board of the decision(s) rendered by the DOL ALJ in the administrative hearing process. See DOL regulations 29 CFR Part 7 for more information about this proceeding.
3-3 WITHHOLDING.

The contract administrator shall cause withholding from payments due to the prime contractor to ensure the payment of wages which are believed to be due and unpaid, for example, if wage underpayments or other violations are not corrected within 30 days after written notification to the prime contractor. DOL may also direct the withholding of contract payments for alleged wage underpayments. Withholding is considered to be serious and is not taken unless warranted. If withholding is deemed necessary, you will be notified in writing. Only the amounts needed to meet the contractor's (and/or subcontractors') liability shall be withheld.

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3-4 DEPOSITS AND ESCROWS.

In every case, we attempt to complete compliance actions and resolve any disputes before the project is completed and final payments are made. Sometimes, corrective actions or disputes continue after completion and provisions must be made to ensure that funds are available to pay any wage restitution that is ultimately found due. In these cases, we allow projects to proceed to final closing and final payments provided the prime contractor deposits an amount equal to the potential liability for wage restitution and liquidated damages, if necessary, in a special account. The deposit or escrow account is controlled by the contract administrator. When a final decision is rendered, the contract administrator makes disbursements from the account in accordance with the decision.

Deposit/escrow accounts are established for one or more of the following reasons:

Remember, the prime contractor is responsible and will be held liable foranywage restitution that is due to any worker employed in the construction of the project, including workers employed by subcontractors and any lower -tier subcontractors. See 1-4, Responsibility of the Principal Contractor, and 2-8, Restitution for Underpayment of Wages. a. Where the parties have agreed to amounts of wage restitution that are due but the employer hasn't furnished evidence yet that all of the underpaid workers have received their back wages, e.g., some of the workers have moved and could not be located. The amount of the deposit is equal to the total gross amount of restitution due to workers lacking payment evidence. As these workers are paid and proper documentation is provided to the contract administrator, amounts corresponding to the documented payments are returned to the depositor. Amounts for any workers who cannot be located are held in the deposit/escrow account for three years and disposed as described in 2-8(f) of this Guide. b. Where underpayments are suspected or alleged and an investigation has not yet been completed. The deposit is equal to the amount of wage restitution and any liquidated damages, if applicable, that are estimated to be due. If the final determination of wages due is less than the amount estimated and placed in the escrow account, the escrow will be reduced to the final amount and the difference will be returned to the depositor.

If the parties agree to the investigative findings, the amounts due to the workers will be paid by the employer. As these workers are paid and proper documentation is provided to the contract administrator, the gross amounts corresponding to the documented payments are returned to the depositor.

1. If the employer is unable to make the payments to the workers, e.g., lacks the funds necessary, the contract administrator may make disbursements directly to the workers in the net amounts calculated by the employer. The amounts withheld from the workers for tax deduction will be returned to the employer as payments to workers are made. The employer shall be responsible for reporting and transmitting withholdings to the appropriate agencies.
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2. If the employer is not cooperating in the resolution, the contract administrator shall make disbursements to the workers in accordance with the schedule of wages due. Amounts for unfound workers will be retained as described above (See 2-8(f) and 3-4(a)).

If the parties do not agree and an administrative hearing is requested, the escrow will be maintained as explained in 3-4(c), below.

Remember, if you have any questions or need assistance concerning laborstandards requirements help is always available. Contact the contract administrator for the project you're working on or the HUD Field Labor Relations staff in your area. c. Where the parties are waiting for the outcome of an administrative hearing that has been or will be requested contesting a final determination of wages due. The deposit shall be equal to the amount of wage restitution and liquidated damages, if applicable, that have been determined due. Once a final decision is rendered, disbursements from the escrow account are made in accordance with the decision. 3-5 ADMINISTRATIVE SANCTIONS.

Contractors and/or subcontractors that violate the labor standards provisions may face administrative sanctions imposed by HUD and/or DOL.
a. DOL debarment. Contractors and/or subcontractors that are found by the Secretary of Labor to be in aggravated or willful violation of the labor standards provisions of the Davis -Bacon and Related Acts (DBRA) will be ineligible (debarred) to participate in any DBRA or Davis -Bacon Act contracts for up to 3 years. Debarment includes the contractor or subcontractor and any firm, corporation, partnership or association in which the contractor or subcontractor has a substantial interest. Debarment proceedings can be recommended by the contract administrator or can be initiated by the DOL. Debarment proceedings are described in DOL regulations 29 CFR 5.12. b. HUD sanctions. HUD sanctions may include Limited Denials of Participation (LDPs), debarments and suspensions.

1. Limited Denial of Participation. HUD may issue to the employer a limited denial of participation (LDP) which prohibits the employer from further participation in HUD programs for a period up to one year. The LDP is usually effective for the HUD program in which the violation occurred and for the geographic jurisdiction of the issuing HUD Office. HUD regulations concerning LDP's are found at 24 CFR

24.700-24.714.
3_x.0/28/2025
(�� Page 257 of 670

2. Debarment and suspensions. In certain circumstances, HUD may initiate its own debarment or suspension proceedings against a contractor and/or subcontractor in connection with improper actions regarding Davis -Bacon obligations. For example, HUD may initiate debarment where a contractor has been convicted for making false statements (such as false statements on certified payrolls or other prevailing wage certifications) or may initiate suspension where a contractor has been indicted for making false statements. HUD regulations concerning debarment and suspension are found at 24 CFR Part 24.
3-6 FALSIFICATION OF CERTIFIED PAYROLL REPORTS.

Contractors and/or subcontractors that are found to have willfully falsified payroll reports (Statements of Compliance), including correction certified payroll reports, may be subject to civil or criminal prosecution. Penalties may be imposed of $1,000 and/or one year in prison for each false statement (see Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code).

ACRONYMS AND SYMBOLS
CDBG - Community Development Block Grant
CFR - Code of Federal Regulations
CPR - Certified Payroll Report

CWHSSA -
Contract Work Hours and Safety Standards Act
DBA - Davis -Bacon Act
I
DBRA - Davis -Bacon and Related Acts
DOL - Department of Labor
I
FHA - Federal Housing Administration
FLSA - Fair Labor Standards Act
I
HUD - Housing and Urban Development (Department of)
IHA - Indian Housing Authority
I
LCA - Local Contracting Agency
LDP - Limited Denial of Participation
I
O/T - Overtime
PHA - Public Housing Agency
I
S/T - Straight -time
SAC - State Apprenticeship Council/Agency
TDHE - Tribally -Designated Housing Entity
§
Section
II
Paragraph
A10/28/2025
C3 Page 259 of 670

DAVIS-BACON - RELATED WEB SITES*
HUD Office of Labor Relations:
www.hud.gov/offices/olr
HUD Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR HUDClips (HUD Forms and Publications):
www.hud.gov/offices/adm/hudclips/index.cfm
DOL Davis -Bacon and Related Acts Homepage:
http://www.dol.gov/whd/contracts/dbra.htm
DOL Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?col IectionCode=CFR Davis -Bacon Wage Decisions:
www.wdol.gov
DOL Forms:
www.dol.gov/whd/programs/dbra/forms.htm
*Web addresses active as of January 2012
10/28/2025

Page 260 of 67 ends

Project Wage Rate Sheet
U.S. Department of Housing
and Urban Development
Office of Labor Relations
Project Name:

Wage Decision Number/Modification Number:

Project Number:

Project County:

Work
Classification
Basic
Hourly
Rate (BHR)
Fringe
Benefits
Total
Hourly
Wage Rate
Laborers
Fringe
Benefits
$
Bricklayers
$
Group #
BHR
Total Wage
Carpenters
$
$
Cement Masons
$
$
Drywall Hangers
$
$
Electricians
$
$
Iron Workers
$
$
Painters
$
Operators Fringe Benefits:
$
Plumbers
$
Group #
BHR
Total Wage
Roofers
$
$
Sheet Metal Workers
$
$
Soft Floor Workers
$
$
Tapers
$
$
Tile Setters
$
Truck Drivers Fringe Benefits:
$
Other Classifications
Group #
BHR
Total Wage
$
$
$
Additional Classifications (HUD Form 4230-A)
Work
Classification
Basic
Hourly
Rate (BHR)
Fringe
Benefits
Total
Hourly
Wage Rate
Date of
HUD Submission
to DOL
Date of
DOL
Approval
$
$
$
A-10/28/2025
GS Page 261 of 670

U.S. Department of Labor
Wage and Hour Division

PAYROLL
(For Contractor's Optional Use; See Instructions at www.dol.gov/whcliforms/wh347instr.htm) Parsons are not required to respond to the collection of information unless a displays a currently valK1 OMB ccrttrd number.

U.S. Wage and Hour Division
Rev Dec 2008
NAME OF CONTRACTOR ORSUBCONTRACTOR •

ADDRESS
OMB N0 12150149
Expires 12/31/2011
PAYROLL NO.

FOR WEEK ENDING

PROJECT AND LOCATION
PROJECT OR CONTRACT NO.
(1)

NAME AND INDIVIDUAL IDENTIFYING NUMBER
(e.g., LAST FOUR DIGITS OF SOCIAL SECURITY

WOOER) OF WORKER
(2)
_
90�
oa3
iad
(3)
WORK

CLASSIFICATION
(4) DAY AND DATE
(5)
TOTAL
HOURS
(6)
RATE
OF PA's
(7)
GROSS
AMOUNT
EARNED
(8)

DEDUCTIONS
(9)
NET
WAGES
PAID

FOR WEEK
FICA
WITH-

HOLDING
TAX
OTHER
TOTAL
_,=DI ICTIONS
-
HOlP3WO Pi E'_ EAC-I'w
//,/
Wnile completion of Form WH-347 s optional, it is mandatory for covered contractors and subconl actors pefamdng work on Federally financed or assisted construction contracts to respond to the information collection contained in 29 C.F.R. §§ 3 3, 5.5(a) The Copeland Act (40 U S.C. § 3145) contractors and subcontractors performing work on Federally financed or assisted construction contracts to'furnsh weekly a statement win respect to the wages paid each employee during the precering week' U S. Department of Labor (DOL) regulations at 29 C F.R § 5.5(4(3)9I) rewire corlractors to submitweeky a copy d al payrols to the Federal agency contracting for or fnancirg the construction project, acconpanad by a sgned'Statemed of Compliance' indicating that the payrolls are correct and compete and that each laborer or macron( has been pad rot less than the proper Dams -Bacon traveling wage rate for Cie work performed . DOL and federal contracting agencies recervi g this information review the information to determine trial empbyeestleie receree legally regaled wages and fringe berets% Pubic Burden Statement
We estimate that swill take an average of 55 mina's to correlate this colecdon, including time for reviewing instructions, searching existing (Ma sources, gatnenrg and mantainfng the data needed, and complains and reviewing the collection of information . If you hare any comments regarding these estimates or any other aspect of this collection. including suggestions for reducing Ins burden, send them 10 1W Acannistrator, Wage and Hour Dreiebn, U S. Department of Labor, Room S3502, 200 Constitution Avenue. N W.

Washington, D C 20210
(wen
10/28/2025

Page 262 of 670 ends

Date
(Name of Signatory Party) (Title)
do hereby state:
(1 ) That I pay or supervise the payment of the persons employed by on the
Contractor or Subcontractor)
that dunng the payroll period commencing on the
(Building or Work)
day of • and ending the day of
all persons employed on said proiect have been paid the full weekly wages earnedthat no rebates have been or will be made either directly or indirectly to or on behalf of said (Contractor or Subcontractor)
from the full
weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person. other than permissible deductions as defined in Regulations. Part 3 (29 C.F.R. Subtitle A), issued by the Secretary of Labor under the Copeland Act. as amended (48 Stat. 948. 63 Start 108, 72 Stet 967: 76 Star 357: 40 U S C § 3145). and described below - (2) That any payrolls otherwise under this contract required to be submitted for the above penod are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage detennrnation incorporated into the contract. that the classifications set forth therein for each laborer or me:banc conform with the work he performed. (3) That any apprentices employed in the above penod are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training. United States Department of Labor. or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training. United States Department of Labor. (4) That
(a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS. FUNDS, OR PROGRAMS in addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropnate programs for the benefit of such employeesexcept as noted in section 4(c) below.
(b) WHERE FRINGE BENEFITS ARE PAID IN CASH
❑ — Each laborer or mechanic listed in the above referenced payroll has been paid. as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in section 4(c) below. (c) EXCEPTIONS

EXCEPTION (CRAFT)

EXPLANATION

NAME AND TITLE

SIGNATURE

THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUB,ECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMNAL PROSECUTION SEE SECTION 1001 OF TITLE 19 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE
10/28/2025

Page 263 of 670 ends

Appendix E:

City of Vista Engineering Construction Survey
Request Instructions and Form
198
10/28/2025
C3 Page 264 of 670

CITY OF VISTA

ENGINEERING CONSTRUCTION SURVEY

REQUEST INSTRUCTIONS

AND STAKING REQUEST FORM
All engineering construction surveys are initiated by a written request from the Contractor or his representative. Requests from the Contractor shall be directed to the City of Vista's Engineering Inspector assigned to the Project and be RECEIVED A MINIMUM OF THREE (3) WORKING DAYS (72 HOURS) prior to date survey information is required.

Contractor should include the following information on the Construction Survey Request Form (as identified on the form with " * "):
• Name of City's Engineering Inspector assigned to the Project; • Date of request (mm/dd/yyyy);
• Request method (e.g.: request form mailed to Engineering Inspector's office, or delivered to Engineering Inspector's office, or delivered to the Engineering Inspector by e-mail, or delivered directly to Engineering Inspector, or delivered to the Engineering Inspector by fax, etc.); • Project name and City's C.I.P. number;
• Contractor's company name and contact phone number(s) (including area codes); • Contractor's (or his representative's) name (printed) and contact phone number(s) (including area codes); • Description and priority of construction survey work requested (e.g.: clear and grub limits, rough grade, offsets for brow ditch, retaining walls, street centerline, right- of-way, curb, water, sewer, storm drain, drainage structures, building, dry utilities, walls, structures, blue tops, final monuments, miscellaneous, etc.); • Specific date construction survey information is required by (ASAP is not acceptable) (Contractor is guaranteeing area will be ready for stakes when submitting request);
• Expected construction survey product to be provided (e.g. type, distance and side of offsets, staking frequency, begin and end station limits, survey information on stakes or with PK nails and paint, etc.);
• Contractor's (or his representative's) signature.

City's Engineering Inspector should include the following information on the Construction Survey Request Form after it is received from the Contractor (as identified on the form with **
• City's Engineering Inspector should date and time stamp the Engineering Survey Request Form after it is received from the Contractor and then forward a copy of the survey request to the surveyor contracted by the City of Vista for the Project.

The Survey Party Chief should include the following information on the Construction Survey Request Form after it is received from the City's Engineering Inspector (as identified on the form with " *** "):
• The Survey Party Chief shall list the start date (and if survey staking is not completed on the date started, add date completed), sign and submit the original Survey Request Form back to the City's Engineering Inspector.

If the City's Engineering Inspector receives a construction survey request that he or the Survey Party Chief determines to be a restake, he should complete the bottom of the form ("**").
200 Civic Center Drive • Vista, California 92084-6240 • 760-726-1340 • www.cityofvista.com 10/28/2025
C3 Page 265 of 670

9ZOZ/8Z/0 L
* TO BE FILLED IN BY CONTRACTOR»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»> * TO: * DATE: * REQUEST METHOD (how is request form being submitted):
* PROJECT NAME AND C.I .P . NUMBER:
* CONTRACTOR'S COMPANY NAME AND PHONE NUMBER:
* NAME OF CONTR ACTOR'S SUPERINTENDENT (printed) AND (area code) PHONE NUMBER:
* DESCRIPTION AND PRIORITY OF SURVEY WORK BEING REQUESTED (staking order will be determined by Sur vey Party Chief if no s urvey staking pri ority is list ed):

PR IORITY

TYPE OF

STA KI NG

STA KES A RE

LOCATIO N
(STRE ET, ST A TO ST A, ETC .)

STAKES SET IF APPLIC
OFFSET

DISTANCE
DATE

BY SURVEY PA RTY CHIEF
ORIG
RESET
LEFT
RIGHT

A REA WILL BE

READY FOR STA KES

STAKES WILL BE
USED

DATE STARTE D

DATE COMPLETED (O R SAME)
* LATEST DATE SURVEY INFORMATION REQUIRED:
* SURVEY REQUEST COMMENTS:
0 * CONTRACTOR'S SUPERINTENDENT SIGNATURE:

W
OL910 99Z abed
xx xxxx xxx xx xxxxxx xx xx xx xxx xxxx xx xxxx xxxxxxxxxxxxxxx xxx xxx xxxxxxxx xx xx xx xxxx xxxxx xxxxxxx xxxxxxx xx xxxxxxx xxx xxxxx xxxxx xx xx xx xxxxxxxxxxxx xxx ** TO BE COMPLETED BY CITY'S ENGINEERIN G INSPECTO R»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»» > ** CITY'S ENGINEERING INSPECTOR TO SIGN AND DATE / TIME STAMP: DATE: / / TIME: A.M. / P .M. ** CHARGE RESTA KING COST TO CONTRACTO R? YES / NO (CIRCLE) ** RESTA KING CHARGE COMMENTS:
**
MANHOURS @ $ / hr. _ $
** CITY'S ENGINEERING INSPECTOR SIGNATURE:
xxxxxxxxxxxxxxxxxxx xxxx xxxx xxxx xxxxxxxx xxxx xxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxx xxxx xxxx xxxx xxxxxxxxxxxxxxxxxxxx xxxxx xxxx xxxxxxxxxxxxxxxx *** TO BE COMPLETED BY SURVEY PARTY CHIEF»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»» * ** SURVEY PARTY CHIEF SHALL LIST START DATE (if survey staking is not co mpleted on the date started, add date c ompleted), SIGN AND SUBMIT ORIGINAL SURVEY REQUEST STAKING FORM TO CITY'S ENGINEERING INSPECTOR (if restake, list total restaking man-h ours and any comments)

Appendix F:

City of Vista Stormwater Management Permit
Application Form & Reference Information
199
10/28/2025
C3 Page 267 of 670

CITY OF VISTA

STORMWATER MANAGEMENT PERMIT

INSTRUCTIONS
To accompany all grading and/or building permit application(s).

In order to comply with the federal Clean Water Act, the state Water Code and City Ordinances, the City of Vista requires that property owners and/or contractors complete a Stormwater Management Permit prior to issuance of any grading and/or building permit(s). The purpose of a Stormwater Management Permits to document Best Management Practices (BMPs) that will be implemented to prevent pollutants (including sediment) from entering stormwater conveyances and receiving waters. The Stormwater Management Permit becomes a part of the grading and/or building permit(s) and is subject to enforcement by City of Vista Inspectors and others. Stormwater Management Permits include the elements described in the following sections:

SECTION 1: REQUIRED INFORMATION — This section is used to provide the City with basic information necessary to evaluate and prioritize project activities. Each of the items in this section must be completed, except projects with less than 1 acres of disturbed area are not required to have a Waste Discharge Identification Number (WDID). Grading projects with a disturbed area of greater than 1 acres must also meet additional requirements from the State Water Resources Control Board (SWRCB). Those additional requirements include filing a Notice of Intent (NOI) and preparation of a Stormwater Pollution Prevention Plan (SWPPP). Please note that watercourses and waterbodies include ephemeral drainages (i.e. those that are dry during part of the year).

SECTION 2: BEST MANAGEMENT PRACTICES — Best Management Practices (BMPs) must be selected and implemented to prevent erosion and construction -related materials, sediment, wastes and spills from entering stormwater conveyance system and receiving waters.

NOTE: It is the responsibility of the property owner and/or the contractor to determine the types of BMPs that will be used, as well as the levels of application necessary to comply with the City of Vista's Stormwater and Grading Ordinances. Failure to prevent soil erosion and discharges of sediment and other pollutants from construction sites is subject to enforcement by the City, RWQCB or others.

At a minimum, the City requires that the BMPs designated as required in Table 1 (attached) be installed and maintained for all construction projects, as applicable. Additional BMPs listed in Table 1 may also be required in correlation to a project's scope, potential for discharges and proximity to a watercourse or other receiving waters. The property owner and/or contractor must complete Table 2 (attached) indicating which BMPs will be used.

BMP manuals can be found at the City of Vista's permit counter. These manuals include all of the referenced BMPs listed in Table 1 from the Caltrans Storm Water Quality Handbooks and the California Stormwater BMP Handbooks.

The entire manuals may also be ordered directly from the following sources:

Caltrans Manuals
Caltrans Publications unit
(916) 445-3520
(916) 324-8997 Fax
California Stormwater BMP Handbook
Municipal, Construction & Industrial/Commercial
(510) 444-6771
This information is available in alternate format by request to Joan Turley at (760) 639-6100. 10/28/2025 C3

Page 268 of 670 ends

CITY OF VISTA

STORMWATER MANAGEMENT PERMIT
This form must be submitted with all grading and/or building permit application(s).

SECTION 1. REQUIRED INFORMATION
Grading and/or Building Permit Application Number:

Project Name:

Name of Project Contact Person:

Project Address or Location:

Title:

Phone #:

Grading Start Date:

Grading Finish Date:

Project Start Date:

Project Finish Date:

APN NO.

Estimated amount of disturbed acreage: (If equal to or greater than 5 acres, you must also provide a WDID number from the SWRCB) WDID
Are there any watercourses or waterbodies within 50 feet of the limits of soil disturbance? ❑ YES ❑ NO Does the project site have or propose slopes higher than 25 feet or steeper than 1:1? ❑ YES ❑ NO Does the soil type have high erosion potential (fine grain soil like sand, silt, fine disintegrated granite)? ❑ YES ❑ NO SECTION 2 BEST MANAGEMENT PRACTICES
The goal of stormwater management planning
Practices (BMPs). There are five categories
practices, and; 4) Offsite sediment tracking control,
must be used together as a system in order
implemented, monitored and maintained, BMPs
responsibility of the property owner and the
necessary to comply with the City of Vista's Stormwater Best Management Practice Table
is to reduce pollution to the maximum extent practicable of BMPs: 1) Erosion control practices, and; 2)
and; 5) General site and; materials management.
to prevent erosion, sediment, waste, spills, and residues will function to prevent pollutants (including
contractor to determine the types of BMPs that will
and Grading Ordinances.

BMPs that will be used to prevent stormwater pollution. be installed on all construction projects. However,
not present, then Storm Drain Inlet Protection (BMP
to indicate which BMPs will be used.

Practice Checklist
by implementing Best Management
Velocity reduction, and; 3) Sediment control
BMPs from each of the five categories
from leaving the site. When properly
sediment) from leaving the site. It is the
be used, as well as the levels of application
At a minimum, the City requires that
some BMPs may not be applicable to every
SC10) would not be applicable. Table 2
plans:
affect site drainage patterns.
waters.
and labeled with the designation found in
Table 1 (attached) must be used to select those
the BMPs designated as required in Table 1
project. For example, if storm drain inlets are
(attached) must be completed by the project proponent
Grading andltar Building Plants) Best Management
The following applicable information shall be shown on the grading, building and/or erosion control ❑ Project boundaries
❑ Footprint of any existing structures and facilities.
❑ Footprint of all structures and facilities to be constructed. ❑ Limits of grading.
❑ Site entrances and exits.
❑ Areas of soil disturbance, cut and/or fill.
❑ Vegetative areas to remain undisturbed.
❑ Designated materials storage areas.
❑ Existing and proposed grades of the site, along with any intermediate grades that will significantly ❑ Location(s) where runoff from the site may enter storm drain(s), channel(s), and/or receiving Please note that each of the items identified by a check (1) in Table 1 must be included on the plans, the tables (for example, SS -7).

SECTION 3. CERTIFICATION
The following certification must be signed before a Grading and/or Building Permit(s) will be issued.

I have read and understand that the City of Vista has adopted minimum requirements for stormwater management of construction activities. I certify that the BMPs I have selected from Table 1 and documented in Table 2 will be implemented to effectively minimize the potentially negative impacts of this project's construction activities on stormwater quality. I further agree to install monitor, maintain or revise the selected BMPs to ensure their effectiveness.

I also understand that non-compliance with the City of Vista's Stormwater and Grading Ordinances may result in enforcement by the City, including fines, citation, stop -work orders, cease and desist orders or other actions.

Property Owner/Contractor Date
This information is available in alternate format by request to Joan Turley at (760) 639-6100. 10/28/2025 C3

Page 269 of 670 ends

Table 1 .0 Mi nim um Constructi on Best Manageme nt Practices (B MPs 9ZOZ/9Z/0 1-
OL9 lo 0LZ abed
T
BMP
Identification
Number
C y+ of Activity
Storm Water B est M anagement Practices
(BMP)
Daily
W ork
Site
Pr eparatio n
and
I
. Eartbmo ving
Con struction or Relocation
= of Below Ground
Structures auth or Utilities
;
i _
Constru ction ofr
Ab ov e Ground
Structur es
R oadw ays, €
i Walkways i
i
a nd Parking ₹
i
Lots I
Earthwork
a
[ Waterway s
Planting and
i
Landscaping
l
i

SELECTION GUIDE
a
m
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r;
f!i
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CALTRANS Storniwater Quality
Handbooks
California Storrnwater BM P
Handbook (Construction)
i
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_
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x I x j X' x ;x
j x, E ; I

Table 1 .0 Minim um Constructio n Best Management Practices (B MPs} (continued 3 C
I),
O
BN1P
Identifi cation
Number
Site
o ar preparatio n :Construction
IY I
Work ° and :

Eartluiro ving ;
or R elocation
Gro und
Utilities
Category
Coristrurtion of
Above Gro undg
Structures
of Activity
Roadways.

Walkways
and Parki n
Lots
Earthwork
1 Waterways
Storm Water Best M anagement Pr actices
WIMP)
D
of Below
Structures a uthor
Planting and
Land scapi ng
D
I
D
ll
SELECTION GUILE i
I
m
O
t
�
CY
CALTRANS Stormwater Quality
Handbooks
California Stormwater BM P
Handbook (Construction)

y
r.
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✓

✓..
✓
'
✓
✓
✓
;
ESC21
ESC20
.....

I
• x
,
H .f. ,..
, x
x
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SS 7
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SS -5
SS -5
NS -4
SS -9
r _,
x
x
x
x
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x
K
x
x;
j. x
X
'ESC22
"ESC30
x 3 x
x x
•
t i _._
` X } x l. .

Temp Stream Crossing ,✓
Diversion of Runoff _. .

I
E
L
c
i
i
`
isx
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E
_. .-�. �I...,.«.«
I x
x
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x i x
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Ditches and Berms
SS -9
'
x x
X
X .. x

x x
I x x
r
Temp Drains and Swales
Slope Drains
)SEDIMENT CONTROL
rnlust select l or more ) r✓
_
v'
SS -9
SS 11
SC -1
SC -9
SC -6,
NA
SC -10
S
E .x. _max.

F x
- _
x
x
x
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�_.
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x
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i x
1 I
SedimentTrap
Sediment Basin (sized for 10-yr storn'i
I
x₹
I x
x
• x 1 x
x X
r
x
H
x x_
x
x

Table 2 .0 Selected Construction Best Management Practices (B MPs) RIP Identification
Nuinhei
✓
Shown
on
plans?
BLIP Select ed
Implementation
Date
fvtairrteriee
Schedule
Other Notes
Storm Water Best Man agement Practices
(Bh1P)
If not shown on plans, why?
)
)
5 )
.. . ........... ..... ....
`(indicates
mandatory BPoMP

CALTRANS
Stormwater Quality
Handbooks
itornfa
Stormwater BMP
Handbook
(Construction)

GENERAL SITE MANAGEMENT
i
-
Employee&SubcontractorTraining
. _l___la-
T CA40
...

CA10
i— i
Materials Management I
(select all applicable to site activtlles) ✓
g
F
Material Delivery/ Storage
WM-1
I
Material Use
WM-2
CA11
I—
Spill Prevention and Control
WM-4 CA12
_ r
Waste Management
✓
!
Solid Waste Mgmt I ✓
WM-5 _.4CA20
E
Sanitary!Septic Waste Mgmt
- _ �..�
✓
-
I(WM-8
WM-9 CA24
�
f
_ .. .

Concrete Waste Mgrf1
a
1 CA23
Fes--•
I ._ __ ..
=
f]
Hazardous Waste Mgmt
If
',
WM-6 CA21
=
1—
Contaminated Soil Mgmt
WM-7
CA22
•
I

OFFSITE SEDIMENT TRACKING CONTROL
unmet s elect 1 or mote) ✓
I
_--_-
l
I
-1--
Entrance/Exit Inspection, Cleaningq
✓
t
r
i
Stabilized Construction Entrance/Exit
TC-1 ESC24
I
l
Construction Road Stabilization I
TC-2 ESC23
I.

Entrance/Exit Tire Wash l
TC-3
i ₹ T
Vehicle & Equipment Management
iI
?
I
Vehicle &Equipment Cleaning €
NS -8 i CA30
I
j d
Vehicle & Equipment Fueling
NS -9 CA31
Vehicle & Equipment Maintenance I
NS -10 ; CA32
1 s

Construction Practices
-_(select all applicable to site activitie) . I
?—`!-
i
.
l
f
Water Conservation =:

Structure Construction &Painting --I
NS -1 i
WM-6 I
j
CCA03
1 !
_
j Paving Operations ;
NS -3 ,' CA02
(
1 Dewaterinu operations i
NS -2 CA01
I —
r s
m

VELO CITY REDUCTION
Iseleci all applicable to site) ✓I
I
°
I
I
Outlet Protection
SS -1 0 i ESC40
i
I
Check Dams
SC -4 1 ESC41
i
!
Flared Culve,t End Sections [
SS -10 1
i
i
Slop Foughering & Terracing
NA ° ESC42I
I
!
Ri}SIUN
.
•CONTROL
) Site Planning Considerations 4✓
1 i

H
Scheriuling i ✓
Ss -1 I ESC01
r
E
•
j
Preservation of Exist Vegetation ✓
SS -2 1 ESC02
This information is available in alternate format by requ est to Joan Turley at (760) 639-6100.

Table 2.0 Selected Constructio n Best Management Practices {BMPs} (conti nued CQ
CD
Cam'
O
CA
CD
W
BMP Identification
Number
BMP Selected
Implementation
Date
M aintence
Schedule
Other Notes
)
5 Storm Water Be st M anagement Practices
(B MP)
✓
Shown
on
plans?
If not shown on plan s, why?
1 Q.
m
aA
.5
es
r

CALTRANS
Stormater Quality
Handbooks
California
Stormwater BMP
Handbook
(Construction)
EROSION CONTROL (continued)
l
s
Vegetation Stabilization
(must select 1 or more)
Tl
L ✓
Temp Seeding and Planting
}._ ✓
SS -4 ESC10
1 Temp MrJltltYng
I
S53,6,8 ESC11
_
55-4
_._ I
tiydroseeding
✓
_..e__ .

Vegetation Buffer Strips
i ✓
NA
Physical Stabilization
(must select 1 or more)
I ✓
o
a
Dust Control
€ ✓
ESC21
) Geotodites„ Mats, and Fiber Rolls
1 /
SS -7
ESC20
)
e t
l
Bonded Fiber Matrix
I ✓
SS -5
�
Soil Stabilizers
€ ✓
SS -5
!
4 Temp Stream Crossing
i ✓
NS -4
ESC22
I
Diversion of Runoff
'
I
Earth Dikes
SS -9 ESC30
Ditches and Berms
SS -9
^
Temp Drains and Swales
I
SS -9 ' ESC31
i ;
.

Slope Drains
S5-11 i ESC32
€ ;

SEDIMENT CONTROL
(must select 1 or amore)
• �
i
4 ---

Silt Fence
✓
1-
SC -1 ESC50
t✓
l
y!
Straw Bale Barrier
✓
SC -9 ESC51
l
) Sand BagiGravel Bag Barrier
! ✓
SC -6, SC -Q ESC52
Brush or Rock Filter
✓
NA ESC53
i
i
Storm Drain Inlet Protection
l 1
SC -10 l ESC54
'1.--
) Straw Wattles
✓
SC -5 I
€
I Sediment Trap
✓
✓
SC 3 ESC55
I —
t
Sediment Basin (sized for 10-yr storm)
I /
SC -2 ESC56
This in formation is av ailable in altern ate format by requ est to Joan Tu rley at (760) 639-6100.

Oct 2023
E.Tay to Street
DATE:
1125 E. Taylor Street
Potential Construction Staging & Storage Area •.,
Public Works Department Approval Required P!'
See Section 7.8.4.1 for Details
SUBJECT:

Potential Construction Staging and Storage
PROJEd?/2812 Pedestrian Mobility Sidewalks Project CHIP 8290

Page 274 of 670 ends

Appendix G:

City of Vista Standard Drawings
10/28/2025
C3 Page 275 of 670

SURF CE TECH"
WWW.SU RFACE-TECH.COM

POLYMER FIBER
Improve Crack Resistance
Improve Rut Resistance
Improve Strength
Reduced Crack Filling Cost
Reduced Pot Hole Filling Cost
Reduced Pavement Thickness (If Desired)
Reduced Overlay Cost
Longer Lasting Pavement Performance
Reduced Maintenance Cost Over the Life of Pavement
A Happier Traveling Public

Aramid Fiber
(2.1 ounces/ton)

POLYMER FIBER
Superior Asphalt Per
ACE XP Polymer Fiber'" is a true achievement in additive technology to enhance asphalt concrete performance.

ACE XP Polymer FiberTM extends pavement service life by dramatically improving the dynamic modulus of the asphalt layer and increasing the asphalt's resistance to cracking and rutting (distresses that may cause premature failure). To create ACE XP Polymer FiberT"^, high -strength man-made "aromatic polyamide" or Aramid Fibers are bundled and coated with Sasobit® wax to create an asphalt concrete additive that is simple to mix with any WMA or HMA in through a drum and or batch asphalt operation. The 3 -dimensional reinforcement throughout the asphalt layer increases the asphalt's resistance to cracking, rutting, and fatigue while providing improved ESAL (Equivalent Single Axel Load) capacity.
t
NP •
Sasobit® Wax
(2.1 ounces/ton)
ACE XP Polymer Fiber- is engineered for performance.

ACE XP Polymer FiberTM
(4.2 ounces/ton)
Aramid Fibers are used extensively in many industries and applications including ballistic protection, heat & cut protection, automotive, ropes & cables, conveyor belts, etc. However, it takes a special fiber to withstand the extreme production temperatures of asphalt concrete without changes occurring to the reinforcement properties of the fiber.

That is why ACE XP Polymer FiberTM uses aramid fibers exclusively. Aramid is a unique man-made, high -strength polymer fiber boasting high tensile strengths over 400,000 psi (5 x steel), a superior stress/strain relationship, and decomposition temperatures of 932°F (well above asphalt mixing temperatures of 4000F). Both 3A" long and 1.5" long fiber lengths are available for superior long-term performance.

ACE Fiber Specifications
r-- Material Property
Measure
Material
Para-Aramid Fiber
(50-52% by weight)
Form
Filament Yarn
Tensile Strength
> 2.758 (GPa)
Elongation at Break
95 (GPa)
Specific Gravity

1.44-1.45 (g/cm3)
Decomposition
Temperature
> 800 (°F)
Treatment Type
Sasobit® Wax
(48-50% by weight)
Treatment Melting
Temperature
> 170 (°F)
Length
/" & 1.5" +/-0.05 (inch)
Appearance/Handling
Free Flowing Coated Fiber
Bundles (visual)
Aramid Stress/Strain Curves
/ Aramid
PET & Cellulose
a
10 15
Strain :%]
24 i5

POLYMER FIBER
Superior Asphalt Performance
4-iow does ACE XP Polymer FiberTM reinforce asphalt concrete? As the standard dosage of ACE XP Polymer Fiber' is mixed into WMA or HMA (4.2 ounces of ACE Fiber' per ton of asphalt concrete), the Sasobit® wax melts at approximately 1700F, releasing millions of Aramid Fibers uniformly throughout each ton of asphalt concrete. Aramid is a unique polymer fiber that has hair -like fibrils which root tenaciously in the liquid asphalt binder and bond to small granules and aggregates. Through the combination of high tensile strength, strength at low strain, and "fiber anchoring" ACE XP Polymer Fiber' delivers reinforcement to asphalt concrete and enhances the strength and durability of the finished asphalt concrete mix.

ACE XP Polymer FiberTM microscopic
photos after chemical extraction
ACE XP Polymer Fiber' (Before & After)
Aramid Fibers have fibrils that anchor and bond
themselves within the liquid asphalt binder and
granules increasing the tensile strength of the mix.
tt Garey Rd. - Santa Barba a, CA (2016)

POLYMER FIBER
Superior
Has ACE XP Polymer FiberTM been Lab tested?
-
Lab Test Description
CE ;.

Lab - TTI Overlay Tester
Thermal/Reflective Cracking
+140%
Lab - DC(T) Test
Low Temperature Fracture Energy
+21%
Lab - IDT Strength Test
Low Temperature Strength @ Critical Crack Temperature
(Ran both %" and 1 1/a"ACE XP Lengths)
+8 to 17%
Lab - IDT Creep Compliance Test
Determine Low Temperature Critical Cracking Value
(Bottom PG Number)
-4.3° C
(-1 PG - Bottom Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
(Top PG Number)
PG64-22 (w/ ACE) = PG70-22
(+1 PG - Top Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
(Top PG Number)
PG70-22 (w/ ACE) = PG76-22
(+1 PG - Top Number)
Lab - Flow Number Test (FN)
Determine Rut Resistance of ODOT Leve13 mix vs Control
(Ran both %" and 1 1/a"ACE XP Lengths)
+37.5%
Lab - Flexibility Index Test (FI)
Determine Fatigue Cracking Resistance of ODOT Level 3 mix vs Control (Ran both %" and 1 1/z"ACE XP Lengths)
+37%
Lab - IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT Dense Grade 64-22 vs Control - (1 %" ACE XP Lengths)
+36%
Lab - IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT SuperPave 76-22 vs Control (1 1/2" ACE XP Lengths)
+58%
Has ACE XP Polymer FiberTM been Field tested?
Field Test Descripti o '.

ACE XP Results
Field - APLT (Automated Plate Load Test) Static Creep
Measure Plastic Deformation of In -Place Asphalt (Rut) vs Control +11 to 19%
Rebound Ratio over Control
Field - APLT (Automated Plate Load Test) Elastic Modulus Measure Elastic Modulus of In -Place Asphalt w/ ACE Fiber +150%
Field - APLT (Automated Plate Load Test)
SN Layer Coefficient, a1 Back Calculate SN Layer Coefficient, al using Measured Elastic Modulus
+40%
Field - APLT (Automated Plate Load Test)
ESAL Prediction Using AASHTO 93 Calculate Increase ESAL Capacity of In -Place Asphalt Reinforced w/ ACE XP Polymer Fiber
+100% or more
Depending of Depth of Asphalt
Field - APLT (Automated Plate Load Test)
Measure Plastic Deformation of In -Place Asphalt (Rut) vs Control at various simulated tire pressures ranging from 150 to 750psi
24% to 31%
Less Rutting Depth
Field - APLT (Automated Plate Load Test)
Measure Plastic Deformation of In -Place Asphalt (Rut) vs Control at constant load of 20,000 lbs. for 15 minutes
61%
Less Rutting Depth

POLYMER FIBER
Superior
Does ACE XP Polymer FiberTM Lab performance translate to Field performance? During summer months when asphalt pavements get hot and "soften" it is easier for wheel loads to create ruts in the surface, but not when millions of Aramid Fibers are rooted in the asphalt because they provide resistance to the "flow" of the soft binder. Likewise, in winter months when asphalt pavements are cold, and the asphalt shrinks and expands, ACE XP Polymer FiberTM provides added tensile strength to the asphalt and enhances the pavement's resistance to thermal cracking as well as fatigue cracking that tends to happen during at higher temperatures. urnside Road — Portland, OR (2014)
Burnside Road — Portland, OR (2014)
ACE XP Polymer FiberTM - 1St
Commercial Installation -
Burnside Road - Portland, OR
(June 2014)
Burnside Road is a heavily
traveled arterial roadway in
downtown Portland, Oregon.

The City chose this roadway for
their first ACE XP project due to
the poor condition of the existing
roadway at the time. Both
cracking and some rutting,
especially at the intersections
was obvious. These photos were
taken in March of 2017 after 3
winters by the City of Portland
and shared with Surface Tech.

Burnside Road — Portland, OR (2014)

POLYMER FIBER
Superior Asphalt Performance
ACE XP Polymer Fiber"" -
Butler County, Ohio -
Westchester Rd. Overlay Test
Project
(Before & After)
Reflective cracks from extensive
thermal cracking in Control lane
propagated through the asphalt
overlay less than 10 months
after the 1.5 -inch overlay was
completed, but not through the
ACE XP Polymer Fiber''
Reinforced lane even a year
later. Rutting is also controlled.

Travel Center Entrance — November 2015

4.J 1J
Travel Center Entrance — April 2016
Travel Center Entrance — November 2015
ACE XP Polymer FiberTM -
Sadieville, KY - LOVE'S Travel
Center (2015 - Before & After)
Building a pavement section that
can handle the pounding of the
daily Truck Traffic is very
appealing to LOVES. Beside the
cost of the building, asphalt
maintenance is the second largest
expense for each location over the
life of the Travel Center. Reducing
the cost of this maintenance and
the disruption caused by such
maintenance was instrumental
for LOVES to trust their
pavements to ACE XP Polymer
Fiber.

Travel Center Entrance — March 2018 '

POLYMER FIBER
Superior Asphalt Performance
Is ACE XP Polymer FiberTM reinforced asphalt concrete easy to pave with? Absolutely! Once ACE XP Polymer FiberTM is dispersed
throughout the asphalt mix, millions of light -weight aramid fibers go to work reinforcing the asphalt mix, but they do not cause any changes to the working characteristics of asphalt mix. ACE XP Polymer FiberTM reinforced asphalt concrete goes through the paver in the exact same way, it can be raked and shoveled the in the same way and can be compacted the same way using the same equipment. All laydown procedures are seamless, making adoption of the technology easy and cost effective. Add ACE XP Polymer FiberTM to overlays and new pavements alike.

How do I assure the right amount of ACE FiberTM gets added to my asphalt? Although ACE XP Polymer Fiber TM is engineered with controlled amounts of Sasobit® Wax in order to efficiently disperse the Aramid Fiber throughout the asphalt mix, Surface Tech recognizes the importance of proper dosage and mixing of the ACE XP Polymer FiberTM during production at the asphalt plant. ACE XP Polymer FiberTM is easily included into the asphalt mixing process at both batch and drum plant facilities. A simple -to -operate Line -Vac® Compressed Air Delivery System or the Automated Micro Doser MD3+ is used to transport the appropriate amount of ACE XP Polymer FiberTM to either the mixing drum of a drum plant or the pug mill/weigh hopper of a batch plant.

Once ACE Fiber TM is fed into mixing drum, the Sasobit® wax becomes fully soluble in the liquid asphalt binder and releases millions aramid fibers to be dispersed throughout the heated aggregate and Recycled Asphalt Pavement (RAP) prior to the injection of the liquid asphalt binder. The addition of a single dose (4.2 ounces per ton of asphalt) of ACE XP Polymer FiberTM does not change the asphalt volumes or require any change to the job mix formula (IMF).

Every ACE XP Polymer FiberTM sale provides a robust QA/QC program to ensure the right amount of ACE XP Polymer FiberTM makes its way into each ton of asphalt concrete for every project. Asphalt producers may choose from the following options to perform Certified ACE XP Polymer FiberTM mixing at their plants:

A Full Service - Provided by a Trained and Certified QA/QC Technicians ♦ Do -it -Yourself (DIY) - Self Perform after Training & Certification is Obtained The Line -Vac® is used to
transport ACE FiberTM to the RAP
Collar at a Drum Plant
Both QA/QC Methods ensure
ACE FiberTM is well dispersed
in the Asphalt Mix
The Micro Doser MD3+ delivers
ACE FiberTM continuously to
either the Drum or Pug Mill

Su
ACE XP Polymer FiberTM Value Proposition Examples:

Adding ACE FiberTM to an asphalt concrete mix design, an engineer, owner or agency can expect the following Value - Added Results:

1. ADD tremendous amount of strength and durability at VERY LITTLE COST

2. ADD some strength and durability at NO COST

3. SAVE COSTS in -lieu of traditional methods (Polymer Modified Binder or Interlayers)

1.5" asphalt overlay with ACE
Service Life increase: >50%
Cost Increase: +/- $1.00 per SY
In -lieu of Reflective Crack Interlayers

1.5" asphalt overlay with ACE
Service Life increase: >50%
Cost Savings: $1-10 per SY
trengthen Light Duty Pavements

3.0" light duty asphalt with ACE
ESAL increase: >160%
Cost Increase: +/- $2.00 per SY
Optimize Heavy Duty Pavements

5.0" heavy duty asphalt with ACE
(In -lieu of 6" w/o ACE)
ESAL increase: >40%
Cost Neutral: +/- $0.00 per SY
n ieu o Po1ym u .a . i ie alw�

1.5" asphalt overlay with ACE
Equal Service Life BUT Easier Lay Down
Cost Neutral: $0.00 per SY

POLYMER FIBER
Superior Asphalt Performance

SURF CE TECH-
400 W. Broadway, Suite 400
San Diego, CA 92101
(619) 750-1851
www.surface-tech.com
Locally Distributed By:

Pacific GeoSource / Data Sheets & Install Guide / FORTA-FI®

FACT DATA SHEET & INSTALL GUIDE
FORTA-F1''
Fiber Reinforcement for Asphalt
FORTA-FI® asphalt fiber features millions of high -tensile strength fibers that are dispersed into each ton of asphalt mix during the plant production process. FORTA-FI is the simplest way to reinforce asphalt.

Benefits achieved include greater resistance to fatigue, reflective, and thermal cracking, rutting, and crack propagation. FORTA-FI reinforced asphalt mixes build stronger, more durable pavements, significantly reducing life -cycle costs of your roadway.

Features • High Tensile Strength Aramid Fibers
■ Complete and Uniform Dispersion & Distribution
■ Feeds Easily into Batch or Drum Plants
■ Superior Technical Support and Guidance
Benefits
■ Stronger, More Durable Asphalt; Increased Service Life ■ Fatigue, Reflective, and Thermal Cracking and Rutting Resistance ■ No Change to Mix Design or Construction Process
■ Easier Compaction
FORTA-FI Reinforced Asphalt
FORTA-FI fiber blend is added directly to the asphalt
mix during production creating a three-dimensional
material reinforcement throughout the entire asphalt
layer. This reinforcement helps control thermal,
reflective, and fatigue cracking, as well as reduce
rutting and raveling.

FORTA-FI is a cost-effective way to improve the
durability and longevity of a variety of pavement
applications such as airports, streets, highways,
interstates, and industrial parking lots, etc.

Additionally, FORTA-FI can be used as a stabilizing
agent in SMA's and OGFC's.

FORTA-FI

PACIFIC

GEOSOURCE
0/28/2025
Physical Properties /
Specific Gravity

1.44 0.91
Density
2,427 lb/cu yd
(1,440 kg/cu m)
1,534 lb/cu yd
(910 kg/cu m)
Tensile Strength
400 ksi
(2,758 MPa)
N/A*
Operating
Temperature
-100 - 800°F
(-73 - 427°C)
N/A*
Length

0.75 in (19 mm)

0.75 in (19 mm)
Form
Monofilament
Serrated
Color
Yellow
Yellow
Acid Resistance
Inert
Inert
Alkali Resistance
Inert
Inert
Fibers will melt or become plastically deformed during asphalt mix production.

Table 1.

Delivery, Storage, and Handling
Deliver FORTA-FI fiber -reinforcement in sealed,
undamaged containers with labels intact and legible,
indicating material name and lot number. Deliver
fiber -reinforcement to plant location convenient to
where it will be introduced into the mixing process.

Material should be covered and stored off the
ground. Do not allow boxes to become wet.

T /1-877-454-8096
PacificGeoSource.com
C3 Page 285 of 670

Plant Introduction: Continuous Drum Plant
FORTA-FI reinforcement fiber will be added at a rate
of one pound per ton of asphalt concrete.

A. For projects larger than 3,000 tons with daily
production quantities exceeding 1,000 tons per
day, it is recommended that fiber -reinforcement
be added using a fiber metering device (FMD).

The FMD will be supplied by Pacific GeoSource
and will be accompanied by an experienced
technician who will set up and run the machine
for the duration of the project. If an FMD is
purchased or leased, certified personnel from
Pacific GeoSource will provide fiber feeding
training and certification for plant personnel as
needed.

Figure 1: VoyagerPortable Fiber Feeder.

1. The FMD requires a 240/480 volt electrical
hookup at the plant and should be installed and
tested prior to the start of asphalt production.

2. The FMD holds 300 pounds of fiber -
reinforcement in the storage hopper at one
time. Fiber should be loaded into the FMD in
bulk without any plastic bags. During
production, the hopper should be refilled prior
to reaching a minimum fiber quantity of 30
pounds.

3. The FMD is a weigh -in -motion drum and blower
system which utilizes highly sensitive load cells
to precisely meter and dispense the fiber. This
innovative fiber feeding system certifies the
feed rate matches the plant production rate
ensures a dosage rate of one pound per ton.

Fiber metering data is recorded and can be
downloaded from the device as required.

PACIFIC

GEOSOURCE
0/28/2025

4. Fiber -reinforcement is fed from the FMD into
the drum via a flexible 4 -in clear hose through
the RAP port or other suitable entry point. The
fiber injection point should be after fines
collection and before the addition of liquid
asphalt, so that mixing may occur within the hot
aggregate prior to coming in contact with liquid
binder.

5. A minimum plant production temperature of
220°F is recommended.

B. For projects smaller than 3,000 tons, it is
recommended that fiber be fed manually via
one of two procedures.

One Pound Bags

1. Place individual one -pound bags onto
recycled asphalt pavement (RAP) belt at a
matching the output of the plant in tons
hour (TPH) per Equation 1.
the
rate
per
Equation 1:
3600/Tons per Hour
For example, for an operation at 300 TPH, the
dosage rate is
3600/300 = 12 (place 1 bag every 12 seconds)
Figure 2: One pound bags on RAP belt.

2. Plastic bag will melt instantly when bag enters
drum and fibers will disperse into the mix. A
minimum plant production temperature of
275°F is recommended to fully melt the plastic
bag.

3. Adding multiple one -pound bags at once is not
recommended.

T /1-877-454-8096
PacificGeoSource.com
C3 Page 286 of 670

Little Shot Fiber Feeder

1. Provided by Pacific GeoSource on a short-term
lease, the Little Shot is a small portable unit
which requires an air compressor and a 4 -in
diameter hose to direct flow of loose fibers
through the RAP port.

Figure 3: Little Shot'"Fiber Feeder.

2. The Little Shot should be used when the
temperatures inside the drum at the RAP
entrance are insufficient to immediately melt
the plastic bag to release the fiber. Scenarios in
which this could occur include warm mix
processes where drum temperatures are less
than 315 °F or high and/or saturated RAP
contents.

3. Individual one -pound bags of FORTA-FI are
opened and feed into the Little Shot at a rate
matching the output of the plant (see part 1
above).

Plant Introduction: Batch Plant
FORTA-FI reinforcement fiber will be added at a rate
of one pound per ton of asphalt concrete.

One Pound Baqs

1. Add individual one -pound bags to the
aggregate in the weigh hopper. Plant
operations are typically unaffected, and
modifications are not needed. However,
depending on plant operations, slight
modifications to dry or wet mixing times may be
required.

2. One -pound bags are to be added to match
batch plant production. For example, for a
batch operation of 3 tons, three bags of FORTA-
FI would be required to meet the dosage of one
pound per ton.

PACIFIC

GEOSOURCE
0/28/2025

3. The plastic bag will melt, and fibers will
disperse into the mix.

Figure 4: Manual Bag Feed at Batch Plant.

Big Shot Fiber Feeder

1. Provided by Pacific GeoSource by lease or
available for purchase, the Big Shot Fiber
Feeder unit requires an air compressor and 8 -
in PVC piping to direct flow of 1 -lb fiber bags
into the weigh hopper. Plant operations are
typically unaffected, and modifications are not
needed. However, depending on plant
operations, slight modifications to dry or wet
mixing times may be required.

2. The correct number of individual one -pound
bags of FORTA-FI are fed simultaneously into
the Big Shot based on batch size (see part 1.i.
above).

Quality Assurance
Asphalt producer should visually inspect the mix
prior to sending trucks to the jobsite to ensure
proper blending of fiber into the asphalt has
occurred. Inspection should take place at the drum
discharge point and also in the back of the first
trucks to leave the plant. Verify fiber dispersion a
minimum of every two hours.

Observe mix for undispersed clips and aramid
bunches. Spot check asphalt mix in the truck and
while paving. Look carefully as binder -soaked clips
are difficult to see.

If unblended fibers are visible, minor adjustments to
mixing operations may be needed to correct. This
may be accomplished by adjusting the angle of the
loose fiber feed tube, raising production
T /1-877-454-8096
PacificGeoSource.com
C3 Page 287 of 670

temperature (when high RAP% is used), or lowering
the TPH production rate, with the ultimate goal of
increasing the time for fibers to disperse in the hot
aggregate prior to injection of liquid binder.

Record fiber feeding data manually or using the FMD
automatic data logging system to provide
verification of fiber dosage as needed to comply
with project specifications.

Fiber supplier will provide technical assistance
during feeding operations and support during
construction as needed.

Packaging
Bags

1.0 Ib

0.5 kg
Cartons
35 bags
35 bags
Bulk Carton
35 Ib, loose in carton
16 kg, loose in carton
Pallets
16 cartons/56O bags
12 cartons/21O bags
Gaylord Pallets
600 Ib
273 kg
Table 2.

Limited Warranty
Pacific GeoSource Products are warranted to be
free of defects in material and will meet all
published physical properties as set forth herein.

Except for the express limited warranty set forth
herein, neither Pacific GeoSource nor any person
on Pacific Geosource's behalf has made or makes
any express or implied representation or warranty
whatsoever, either oral or written, including any
warranties of merchantability, fitness for a
particular purpose, title, or non -infringement,
whether arising by law, course of dealing, course
of performance, usage of trade or otherwise, all of
which are expressly disclaimed.

The exclusive remedy for defective product is
outlined in Pacific GeoSource's Standard Terms
and Conditions of Sale, available upon
request. CONSEQUENTIAL DAMAGES ARE
SPECIFICALLY EXCLUDED.

Pacific GeoSource reserves the right to change the
features and specifications of its products without
prior notice. © 2020 Pacific GeoSource

PACIFIC

GEOSOURCE
0/28/2025
T /1-877-454-8096
PacificGeoSource.com
C3 Page 288 of 670

Appendix H:

San Diego Regional Standard Drawings
10/28/2025
C3 Page 289 of 670

1/2" R
u)
w
J
07 cc
D
6"
11"
1 co
U)�
J W
O
� O
2" WEAKENED

PLANE JOINT
3 GUTTER LINE
6" CURB
AREA=0.89 Sq. Ft.
w
J
CO
D
U
COCC
LLJ
-J
J
Z �
D O
8" CURB
AREA=1.12 Sq. Ft.

WIDTH SHOWN ON PLANS
18" MIN
GUTTER

ELEVATION

LEXISTING CURB
1/2"

WEAKENED PLANE JOINT
1-1/2" EXCEPT WHERE ELEVATIONS

SHOWN INDICATE OTHERWISE
GUTTER
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.

3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.
2" WEAKENED

PLANE JOINT

GUTTER LINE

LEGEND ON PLANS
Revision
By
Approved
Date

ORIGINAL

KERCHEVAL
12/75

SAN DIEGO REGIONAL STANDARD DRAWING

UPDATED
CV
CV
12/15

UPDATED
KE
T. Stanton
10/18
Reviewed
RP
S. Engeda
03/22

CURBS AND GUTTER - SEPARATE

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
3/2172022
Chairperson R.C.E. 52241 Date
DRAWING G-01
NUMBER
10/28/2025
C3 Page 290 of 670

1n
z
6'
2" WEAKENED

PLANE JOINT
W
TYPE
W
*AREA
G
24"

1.34 SQ. FT.

H
30"

1.60 SQ FT.
* 6" CURB HEIGHT
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS.

3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER.

W
W
W
D
O
F -
C.)

LEGEND ON PLANS
Revision

ORIGINAL
By
Approved

KERCHEVAL
Date
12/75

SAN DIEGO REGIONAL STANDARD DRAWING

ADD METRIC
T. STANTON
03/031

REFORMATTED
T. STANTON
04/06

UPDATED
MR
MR/CV
11/11

UPDATED
CV
CV
12/15

CURB AND GUTTER - COMBINED

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
1,3/17/2015
Choirderson R.C.E. 19246 Date
DRAWING G-02
NUMBER
10/28/2025
C3 Page 291 of 670

VARIES

WIDTH AS SHOWN ON PLANS
1/2" R
1/2" R
R
2% MAX CROSS -SLOPE

NON-CONTIGUOUS
2" WEAKENED
].

PLANE JOINT

WIDTH AS SHOWN ON PLANS
-1, ,,
/ V
/ /
L-_ I
2% MAX CROSS -SLOPE

CONTIGUOUS
NOTES:

1. CONCRETE SHALL BE 520-C-2500.

2. SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS. •
2" WEAKENED

PLANE JOINT -
•
1/2" R

LEGEND ON PLANS
Revision
By
Approved
Date

ORIGINAL

KERCHEVAL
12/75
03/031

SAN DIEGO REGIONAL STANDARD DRAWING

ADD METRIC
T. STANTON

REFORMATTED
T. STANTON
04/06

UPDATED
MR
MR/CV
11/11

REVIEWED
CV
CV
12/15

SIDEWALK - TYPICAL SECTIONS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
12/17/2015
Chair ersan R.C.E. 19246 Dote
DRAWING G-07
NUMBER
10/28/2025
C3 Page 292 of 670

MID POINT OF CURB RETURN
P.C.R.
5' TYP.
15' TYP.
45' TYP.

P.C.R.

NOTES:

1. EXPANSION JOINTS - -----AT CURB RETURNS, ADJACENT TO STRUCTURES AND AT 45' INTERVALS. (SEE STANDARD DRAWING G-10).

2. WEAKENED PLANE JOINTS MID POINT OF CURB RETURN, WHEN REQUIED, AND AT 15' INTERVALS FROM P.C.R. (SEE STANDARD DRAWING G-10).

3. 1/4" GROOVES
WITH 1/4" RADIUS EDGES AT 5' INTERVALS.

Revision
By
Approved
Date

ORIGINAL

KERCHEVAL
12/75

SAN DIEGO REGIONAL STANDARD DRAWING

ADD METRIC
T. STANTON
03/03

REFORMATTED
T. STANTON
04/06

REVIEWED
CV
CV
12/15

SIDEWALK JOINT LOCATIONS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
IJ
4OO0/5
Cha VQ on R.C.E. 19246 Dote
DRAWING G-09
NUMBER
10/28/2025
C3 Page 293 of 670

1/4"

EXPANSION JOINT FILLER MATERIAL
1/8" R
1/2" (PAVEMENT)
1/4" MIN - 1/2" MAX (SIDEWALK)

EXPANSION JOINT

WEAKENED PLANE JOINT

CURB AND SIDEWALK

KEYED JOINT
1/8" R
T
1/2" 14) x 24" SMOOTH,

GREASED OR OILED BAR,
30" ON CENTER

CONTACT JOINT
1/8" PREFORMED JOINT FILLER

WEAKENED PLANE JOINT

GUTTER AND CONCRETE PAVEMENT
T
Revision
By
Approved
Date

ORIGINAL

PARKINSON
02/95

SAN DIEGO REGIONAL STANDARD DRAWING

ADD METRIC
T. STANTON
03/03

REFORMATTED

UPDATED
CV
T. STANTON
MR/CV
04/06
11/11

REVIEWED
CV,
CV
12/15

CONCRETE JOINT DETAILS

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
12/17/2015
Choir on R.C.E. 19246 Dote
DRAWING G-10
NUMBER
10/28/2025
C3 Page 294 of 670

GUTTER -,
R/W

MATCH WING TRANSITION

CURB LINE
PLAN

DRIVEWAY CURB OPENING

DRIVEWAY WIDTH

SHOWN ON PLANS
%X//AY/ 1 Nii>%i>%i>%i>%i>%i>%,

BOTTOM OF CURB

EXPANSION JOINT
SEE NOTE 5
R/W
2% RISE MAX

SIDEWALK
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL
MAXI 2% MAX --

ELEVATION

9.67% /MAX-_

SECTION
12" R (TYP)
NOTES:

1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY AGENCY.

2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 520-C-2500; FOR COMMERCIAL USE, CONCRETE SHALL BE 560-C-3250.

3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.

4. DRIVEWAY RAMP TO EXTEND TO 10' FROM CURB FACE OR TO RIGHT-OF-WAY, WHICHEVER IS LESS.

5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY OR 10', WHICHEVER IS LESS.

6. SEE STANDARD DRAWINGS G-2 AND G-10 FOR CURB AND JOINT DETAILS.

7. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.

Revision
By
Approved
Date
NEW
MR
MR/CV
02/12
12/15
03/22

SAN DIEGO REGIONAL STANDARD DRAWING

UPDATED
CV
CV
Reviewed
RP
S. Engeda

CONCRETE DRIVEWAY - TYPE B
(CONTIGUOUS SIDEWALK)

RECOMMENDED BY THE SAN DIEGO

REGIONAL STANDARDS COMMITTEE
/21/2022
Chairperson R.C.E. 52241 Date
DRAWING G -14F
NUMBER
10/28/2025
C3 Page 295 of 670

Appendix I:

Sample Public Notification Documents
203
10/28/2025
C3 Page 296 of 670

CITY OF VISTA

C A L I F O R N I A
NOTICE
2023 Pedestrian Mobility
Sidewalks Project

WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista has retained of , CA to construct sidewalk and curb ramp improvements along W. California Ave from N. Santa Fe Ave to Calle Chapultepec.

The construction will require the implementation of traffic control to accommodate the work.

Curb ramps and pedestrian traffic in the areas described above will be temporarily affected.

Vehicle access through the work zone will also be temporarily affected but the streets will remain open to through traffic.

We will endeavor to complete this work as quickly as possible and with a minimum of inconvenience to you. Thank you for your understanding and cooperation during the construction of this project.

If you have any questions about the project or any concerns during construction, please contact one of the individuals below:

City Project Manager
Name
Engineering Department
(760) 643-
(a�cityofvista.com
Sincerely,
City Inspector Construction Contractor
Name Name
Engineering Department Company
(760) 726-1340 x- Phone number
@cityofvsita.com E-mail address
Project Manager Name
City of Vista, Engineering Department
10/28/2025
C3 Page 297 of 670

CITY OF VISTA

C A L I F O R N I A

NOTIFICACION
Movilidad Peatonal 2023
Proyecto de Banquetas
EI trabajo comenzara MONTH YEAR y terminara MONTH YEAR
La ciudad de Vista ha contratado a de , CA para la construccion de banquetas y entradas por las siguientes calles:

Woodrail Drive a Gannet Drive
La construccion requiere control de trafico para poder trabajar. Las entradas y trafico peatonal en Ias areas mencionadas anteriormente seran temporalmente afectadas.

EI acceso vehicular en el area de construccion tambien sera temporalmente afectado, pero Ias calles se mantendran abiertas al trafico.

Esperamos completar este trabajo to mas pronto posible con minimas molestias. Le agradecemos su comprension y cooperacion durante la construccion de este proyecto.

Si tiene alguna pregunta o preocupacion durante la construccion, por favor comuniquese con cualquiera de Ias siguientes personas:

Gerente del Proyecto
Name
Departamento de Ingenieria
(760) 643-
@cityofvista.com
Atentamente,
Inspector de la Ciudad
Name
Departamento de Ingenieria
(760) 726-1340 x-
@cityofvsita.com
Gerente del Proyecto para la Ciudad, Name
Ciudad de Vista, Departamento de Ingenieria
Contratista de Construccion
Name
Company
Phone number
E-mail address
10/28/2025
C3 Page 298 of 670

City of Vista
Engineering Department
NOTICE
2022 Sidewalks
Project NO PARKING
7:00 A.M. - 5:00 P.M.

SORRY FOR THE INCONVENIENCE
Your side of the street MUST BE CLEAR OF PARKED VEHICLES on:
so that our contractor can construct new sidewalk and driveways in your neighborhood.

Since parking on the street will be prohibited and your driveway will be replaced on this date, PARK YOUR CAR ON THE OPPOSITE SIDE OF THE STREET OR ON AN ADJACENT, NON -POSTED STREET before the time listed in this notice so that you will not be deprived of its use.

PARKED CARS WILL BE TOWED
You will NOT BE ALLOWED TO USE YOUR DRIVEWAY OR THE
SIDEWALK on your street until the concrete surface cures. Please obey all construction area signs.

Please do not permit water to run down your driveway, across the sidewalk or in the gutter during street work. This will help the concrete to cure. If your trash is scheduled for pick up on this date, please have it out by 6:00 a.m. Access to your house will be provided.

UNDER NORMAL WEATHER CONDITIONS your street should generally be back in service by 5:00 p.m. However, the construction delays and unforeseen problems could affect the completion time. Work not done because of wet weather or unforeseen circumstances will be rescheduled and you will be re -notified within the next 2 weeks.

We realize the inconvenience caused by limited access to your house.

Please understand that the inconvenience caused at this time is minor compared to the convenience of having sidewalk in your neighborhood.

THANK YOU FOR YOUR COOPERATION
City of Vista, Engineering Department (760) 7639-6113
10/28/2025
C3 Page 299 of 670

Ciudad de Vista
Departamento de Ingenieria
AVISO
Proyecto de mejoramiento de
banquetas para el ano 2022
No habra estacionamiento
De Ias 7:OOam hasta Ias 5:OOpm
Sentimos Ia molestia
Su lado de la calle debe estar fibre de vehiculos estacionados el dia:
para que el contratista pueda construir nuevas banquetas y entradas de autos en su vecindario.

Ya que se prohibira el estacionamiento en la calle y su entrada temporalmente, estacione su coche en el Iado opuesto de la calle o en una calle cercana antes del horario mencionado en este aviso para prevenir que su carro sea remolcado.

LOS COCHES ESTACIONADOS SERAN REMOLCADOS
No se permitira el use de su entrada de carro hasta que se concluya la construccion de la banqueta. Por favor obedezca todas Ias indicaciones de la zona de construccion.

Por favor no permita que el agua corra por el camino de la entrada, sobre la banqueta, o en el canal durante la construccion de la calle. Esto ayudara que el concreto se segue. Si Ia coleccion de basura esta programada para esa fecha, por favor asegurese que Ios botes de su basura ester' afuera a Ias 6:00am. Se proporcionara acceso a su casa para la coleccidn de la basura.

Bajo condiciones normales de clima, generalmente su calle debe ser accesible despues de Ias 5:00pm. Sin embargo, problemas imprevistos y retrasos de construccion podrian afectar la fecha de terminacion del proyecto. Si el trabajo se retrasa por Iluvia o por circunstancias imprevistas, sera reprogramado y se le notificara en un lapso de 2 semanas.

Estamos conscientes de Ias molestias causadas por acceso limitado a su casa.

Por favor, comprenda que Ias molestias ocasionadas en este tiempo son temporales y menores en comparacion con la comodidad de tener banquetas nuevas en su comunidad.

GRACIAS POR SU COLABORACION
Ciudad de Vista, Departamento de Ingenieria, (760) 7639-6113 10/28/2025
C3 Page 300 of 670

Appendix J:

Project Sign Layout Example
204
10/28/2025
C3 Page 301 of 670

Aio
o '

7.46 Old
City of Vista
Pedestrian Mobility Sidewalk Project
Construction Schedule:

Dec 2023 to March 2024

CITY OF VISTA

C A L I F O R N I A
Vista City Council
Mayor John B. Franklin
5E4t O Deputy Mayor Corinna Contreras, District 1
#-"
Council Member Joe Green, District 2
' Council Member Katie Melendez, District 3
Council Member Dan O'Donnell, District 4
ins c Project financed by:

The United States Department of
Housing and Urban Development
Community Development Block Grant
Working Together to Build a Better Community!
10/28/2025
C3 rage 302 of 670-

Appendix K:

City of Vista Encroachment Permit
205
10/28/2025
C3 Page 303 of 670

CITY OF VISTA

C A L I F O R N I A
Please print required information

ENCROACHMENT PERMIT APPLICATION FORM
NOTE: 36" MINIMUM

COVER FOR UTILITIES

IN RIGHT-OF-WAY

ENGINEERING DEPARTMENT
200 CIVIC CENTER DR.

VISTA, CA 92084
(760) 639-6111
JOB AND OR DRAWING NUMBER:

ISSUED BY:

DATE:

JOB SITE ADDRESS OR DESCRIPTION:

PERMIT #:

PERMIT EXPIRATION DATE:
48 HOUR NOTICE REQUIRED FOR

INSPECTION AND PRIOR TO START OF WORK
CALL (760) 639-6113
ASSESSOR'S PARCEL NUMBER (APN):

CONTRACTOR:

YOU MUST CALL UNDERGROUND
(1-800-422-4133)
(2) WORKING DAYS

UNDERGROUND SERVICE ALERT

THIS PERMIT IS INVALID

SERVICE ALERT AT

PRIOR TO WORK
NO.

CONTRACTOR'S MAILING ADDRESS:

CITY
ZIP

WITHOUT THIS NUMBER
EMAIL ADDRESS:

A CASH SECURITY is required for trench
covered by construction bonds. CASH
of $500 or equal to the cost of the proposed
City's right-of-way. CASH SECURITY
deposit amounts greater than $500,
SECURITY may be returned upon completion
improvements by the City Engineer
percent (10%) or a minimum of $500
excavation or any work not
SECURITY shall be a minimum
improvements within the
may be returned as follows. For
ninety percent (90%) of the CASH
and approval of the
or his designee. The remaining ten
will be retained for a period of (1)
CASH SECURITY will be
unacceptable work, trench failures
completed within (5) working
PHONE#:

FAX#:

STATE LICENSE NUMBER

BUSINESS LICENSE NUMBER
DESCRIPTION OF WORK:
year after the date that the work is completed.
forfeited and used to correct defects,
or subsidence if corrective work is not
days after notification.

I agree to save, keep and hold harmless the CITY OF VISTA, its officers and agents, from all damages, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property, or of personal injury received by reason of or in the course of performing work, which may be caused by any willful or omission by the contractor, or any of the contractor's employees, or any sub -contractor. The CITY OF VISTA will not be liable for any accident, loss or damage to the work prior to its completion and acceptance.

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability, for workman's compensation or to undertake self-insurance in accordance with the provisions of said Labor Code and I will comply with such provisions before commencing the performance of the work of this contract.

I hereby acknowledge that I have read this application and certify that the information given is correct. I agree to comply with all applicable city ordinances, state laws and with the requirements of this permit.

SIGNATURE
JOB SITE CONTACT:

CELL PHONE #
START
DATE

ESTIMATED

COMPLETION DATE

THE FOLLOWING MUST BE INCLUDED OR EMAILED
WITH PERMIT APPLICATION:

TRAFFIC CONTROL PLANS (1 COPY)
SITE PLAN /VICINITY MAP (1 COPY)
CONSTRUCTION PLANS (1 COPY)
LIABILITY INSURANCE (1 COPY)
WORKMAN'S COMP INSURANCE (1 COPY)
CITY OF VISTA BUSINESS LICENSE (1 COPY)
CALOSHA PERMIT (1 COPY)

PLEASE SEND EMAIL SUBMISSIONS TO THE
FOLLOWING EMAIL ADDRESS:
[email protected]

PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT - CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON 10/28/2025
C3 Page QricQr b e7JMy 2023

CITY OF VISTA

CITY OF VISTA
Requirements for Encroachment Permits

1. Must have State Contractor's License.

2. Required License Types: For trenching, only A, C-34, C-36 & C42 allowed Additional License Types may be allowed for Surface Improvements

3. State of California Occupational Safety and Health Permit (CALOSHA).

4. Must submit applicable Underground Service Alert Number, if applicable.

5. Must have valid City of Vista Business License.

6. Must have Workers Compensation Insurance with the City of Vista as Certificate Holder.

7. Must have Liability Insurance with the City of Vista listed as the Certificate Holder and as Additional Insured.

If working in a street or easement, liability amount must be at least $1,000,000.00 For surface improvements - sidewalks or driveways amount must be $500,000.00 Must have $1,000,000.00 of pollution liability insurance if doing any work on or within public sewer manholes or public sewer mains.

9. Must adhere to the attached City Notices for Traffic Control, Materials, and Stormwater standards.

8. PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance ***** Endorsements must cover Ongoing and Completed Operations *****

10. Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $1,669.85 plus a minimum cash trust deposit of $500.00 or an amount equal to the cost of the improvements being done within the City's right-of-way. Minimum permit fee covers 3 hours of inspection time and 30 minutes for preconstruction meetings. Additional fees will be due if more than 3 hours of inspection time is required.

Trust Deposit may be returned as follows.

Ninety percent (90%) of Cash Deposit may be returned upon completion and approval of the improvements by the City Engineer or his designee.

The remaining ten percent (10%) or a minimum of $500.00 will be held for a period of one year after the completion and final approval of the work and may be returned if the funds are not required to correct improvement defects, unacceptable surface work and trench failure or subsidence which is not corrected within (5) working days after notification.

APPROVABLE TRAFFIC CONTROL PLANS MUST TO BE SUBMITTED WITH PERMIT APPLICATION. ISSUANCE OF PERMIT MAY BE DELAYED IF NOT SUBMITTED.

TRAFFIC CONTROL PLANS MUST MEET ALL REQUIREMENTS MANDATED WITHIN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES.
200 Civic Center Drive • Vista, CA 92084 • Ph 760-639-6111 • Fax 760-639-6112 10/28/2025
C3 Page 305 of 670

CITY OF VISTA - Notice
The following General Traffic Control Conditions shall be considered a part of the City of Vista Encroachment Permit Traffic Control and Standards

1. Telephone Engineering Inspection at 760-639-6113, 48 hours prior to any work in the City right-of-way.

2. The traffic control plan must be prepared by either a California licensed Traffic Control Services Consultant (C31 Contractor's License — Construction Zone Traffic Control Contractor) or be a California registered Traffic or Civil Engineer.

3. The traffic control plan must be in accordance with the latest edition of the California MUTCD or the San Diego Regional Standard Drawings.

4. The Encroachment Permit shall be kept on the worksite during all ongoing work with the City -approved traffic control plan.

5. Traffic control shall be set and maintained per the City approved traffic control plan. Barricades shall be Type II Flashing, with reflectorized delineators and signs, if required for night operations. Minimum lane width is 11 feet.

6. No street shall be closed without the approval of the Traffic Engineer pursuant to a City approved traffic control plan.

7. Pedestrian walkway shall be left open or detoured using a minimum four -foot - wide safe passageway pursuant to a City approved traffic control plan.

8. Normal working hours are 7:00 a.m. — 5:00 p.m., Monday through Friday unless indicated otherwise on the City approved traffic control plan.

9. Work in the public right-of-way shall be Monday through Friday only. No work is allowed on Saturday, Sunday, or City Holidays without prior City approval.

10. Upon permit expiration, all work ceases until a new permit application is submitted and approved. Existing permit time extension requests must be submitted prior to expiration date of permit.

11. No construction vehicles shall be parked upon public sidewalks. VCC

10.24.040.

12. It is the permittee's responsibility to protect against any dirt or debris from being deposited within the City storm drain system. See attached stormwater pollution prevention requirements.

13.The permittee is required to immediately comply with all directives issued by the City Inspector to eliminate dust, mud, or other site nuisance. 10/28/2025
200 Civic Center Drive " Vista, CA 92084 * 760-639-6111 " Fax 760-639-6112 C3 Page 306 of 670

CITY OF VISTA - Notice
The following Materials and Standards shall be considered a part of the City of Vista Encroachment Permit
Materials and Standards

1. The permittee is responsible to perform all work and conduct operations per City approved editions of the SSPWC, SDRSD, CITY STDS, CODES, this PERMIT, and all other applicable requirements.

2. No trenches shall be left open overnight. Trenches shall either be plated with recessed non-skid trench plates and all edges sealed with temporary AC seal, or backfilled and paved with a minimum of 2" of compacted 3/4" B2 PG 64-10 hot mix. Temporary AC Cold Mix is not allowed unless authorized by the City Engineer. For trenches wider than 4 -feet, a paving machine is required.

3. Curb, gutter, sidewalk, driveways, and curb ramps shall be sawcut to an even line and be removed joint to joint per SDRSD G-11.

4. Curb and gutter and cross gutter shall be removed as directed by the City Inspector. Concrete removal will require a 1' minimum section of asphalt sawcut and repave.

5. Permanent asphalt placement shall be per City of Vista Std. Dwg. SRF-08A & 08B. Two-inch (2") grind and cap is required for all trenches and shall extend a minimum of 4 feet wide or 12 - inches from the outside edge of the trench whichever is greater. AC shall be placed using a spreader box or a paving machine. Cap with 1/2" Med. C2 -PG 64-10 RAP unless otherwise noted. Streets paved with rubberized asphalt shall be capped with the same material.

6. All damaged roadway striping shall be replaced in kind.

7. All concrete placed shall be transit mix, unless waived by the City Inspector.

8. Two -sack slurry backfill is required when tunneling under curb and gutter.

9. All subgrade (12" depth) and basegrade material shall be compacted to 95 percent density.

Sidewalk sub/base material shall be compacted to 90 percent density. Certification, including compaction testing, shall be provided by the Permitee unless waived by the City Inspector.

10. No excavated material shall be hauled to a site within the City of Vista, without City Inspector knowledge of the end haul location, and the appropriate permits.

11. Any continuous hauling operation will require a City approved Haul Route Permit, prior to commencing the haul. Hauling of dirt/rock etc. without this permit may subject this haul to an immediate Stop Work Notice.

12. Approved City materials for construction include:
a. Asphalt: Surface course —'/2" Med. C2 -PG 64-10 RAP, Min. .10 thick Base course — 3/4" Med. B -PG 64-10 RAP
Berm — D2 -AR -8000
[Performance Grade (PG) asphalt binder may be substituted for AR -8000 asphalt binder in AC Berm]
b. Concrete for structures — 6 -sack 3250 PSI min.
c. Concrete for curb and gutters, sidewalks, driveways — 520-C-2500 min. d. Base material for curb ramps — 6" Class I I/Caltrans 26-1.02B e. Street base material — Class II
f. Sidewalk base material — 6" Class II
g. Curing compound on all concrete — Type I SSPWC 303-5.6 All standards are considered minimum and may be revised by the City depending upon field considerations, standards and materials approved on a signed City plan, supercede above materials and standards. It is the permittee's responsibility to understand and implement all Standards, Codes and other applicable requirements. 10/28/2025
200 Civic Center Drive * Visty CAA 92084 * 760-639-6111 * Fax 760-63 age 307 of 670

CITY OF VISTA - NOTICE
The following Stormwater Pollution Prevention Requirements shall be considered part of the City of Vista Encroachment Permit Stormwater Pollution Prevention Requirements
Project Activity
Required Pollution Prevention
Trash & Waste Generation
**REQUIRED FOR ALL
Permittee shall inform any on -site employees of these pollution prevention requirements.

Within or adjacent to the encroachment area, permittee shall:
• Collect and contain all construction trash, waste, and debris • Promptly contain and clean any spill on site
• Routinely inspect site, remove loose trash, and prevent spills • Properly dispose of any hazardous materials
• Not wash down surfaces unless water is collected and removed or directed to landscape
• Close lids in trash collection areas when not in use
PROJECTS**
Digging of Dirt — excavation,
trenching, demolition of
structures or grading
Within or adjacent to the encroachment area, permittee shall:
• Prevent dirt from migrating into street, sidewalk, or storm drain • Protect nearby storm drain inlets with perimeter controls and/or filter fabric • Install and maintain effective erosion and sediment controls • Cover exposed soils using mulch, tarps, or erosion control devices • Secure tarps over dirt and debris piles
• Routinely sweep site to remove and properly dispose of dirt generated by work Driveway or Sidewalk
Within or adjacent to the encroachment area, permittee shall:
• Direct surface runoff to landscape areas, where feasible • Follow Required Pollution Prevention Requirements for "Digging of Dirt" • Follow Required Pollution Prevention Requirements for "Concrete, Paint, Mortar, or Stucco Work"
Concrete, Paint, Mortar, or
Stucco Work
Within or adjacent to the encroachment area, permittee shall:
• Contain wet mixing areas within confined area
• Prevent concrete, paint, mortar or stucco material from migrating into street, sidewalk or storm drain
• Properly dispose of waste material generated by work
Temporary Storage of
Materials Outside
Within or adjacent to the encroachment area, permittee shall:
• Elevate work materials off ground where possible, such as on pallets • Secure tarps over work materials stored outside
Washing of Material,
Equipment, or Surface
Within or adjacent to the encroachment area, permittee shall:
• Not wash down surfaces unless water is collected and removed or directed to landscape
Landscaping and Irrigation
Systems
Within or adjacent to the encroachment area, permittee shall:
• Not store landscape materials in street
• Prevent dirt from migrating into street, sidewalk, or storm drain • Secure tarps over piles of mulch or soil
• Routinely sweep site to remove and properly dispose of dirt generated by work • Not wash down surfaces unless water is collected and removed or directed to landscape
• Test irrigation system, preventing overspray and runoff from hard surfaces 10/28/2025
C3 Page 308 of 670

GENERAL NOTES
A CONSTRUCTION PERMIT 1S REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE GRADING WORK SHOWN ON THIS PLAN. THE PERMIT CAN BE OBTAINED AT THE CITY OF DEVELOPMENT SERVICES CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA. A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE PERMITEE SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRECONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE: (760)639-6113 FOR INSPECTION.

THIS GRADING PLAN DOES NOT AUTHORIZE WORK TO COMMENCE PRIOR TO THE ISSUANCE OF A GRADING PERMIT BY THE CITY OF VISTA.
. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND PROTECTION OF ALL UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE, CALL:

UNDERGROUND SERVICE ALERT

CITY OF VISTA

ENGINEERING

STORM DRAIN
SEWER

TRAFFIC
NORTH COUNTY DISPATCH*

SAN DIEGO GAS AND ELECTRIC

EMERGENCY

VISTA IRRIGATION DISTRICT

EMERGENCY

ENGINEERING
(811)
(760) 639-6111
(760) 643-2804
(760) 639-6111
(760) 639-6116
(858) 756-3306
(800) 411-7343
(760) 597-3131
(760) 597-3116
*CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWER SPILLS OR STORM DRAIN CONTAMINATION.

5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION, SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS, CITY OF VISTA STANDARD

DRAWINGS AND THE SAN DIEGO COUNTY SPECIAL SUPPLEMENT TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED.
. THE STRUCTURAL SECTION OF THE STREETS SHALL BE DESIGNED BASED ON "R" VALUES OF SOILS AND CITY OF VISTA STANDARD DRAWINGS, PUBLIC STREET DESIGN CRITERIA. STRUCTURAL SECTIONS DESIGN SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL DRIVEWAY APRONS, CURBS, GUTTERS AND SIDEWALKS SHALL HAVE HAVE A MINIMUM OF 6" CLASS II AGGREGATE BASE.

7. THE PERMITTEE SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRE -CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE (760) 639-6113 FOR INSPECTIONS.

8. "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY THE CITY ENGINEER

PRIOR TO FINAL ACCEPTANCE OF WORK

9. STREET TREES IN NEW DEVELOPMENTS ARE TO BE PLANTED AT A MINIMUM OF EVERY FORTY FEET OR ONE (1) TREE PER LOT, WHICHEVER IS GREATER.

10. PRIOR TO CONSTRUCTION OF STREET LIGHTS, A PLAN [ON 24"x36" SHEET(S)] APPROVED BY SAN DIEGO GAS &

ELECTRIC SHOWING EXACT PLACEMENT OF ALL STREET LIGHTS, PULL BOXES, SIZE AND LOCATION OF CONDUITS AND SOURCES OF POWER SHALL BE SUBMITTED TO THE CITY ENGINEER.

SPECIAL NOTES

THE FOLLOWING NOTES ARE PROVIDED TO GIVE INSTRUCTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. . NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE

CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND

SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS.

3. CONTRACTOR SHALL PERFORM EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES

SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS PRIOR TO STARTING CONSTRUCTION.

4. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE AND

LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT ALL EXISTING UTILITIES. LOCATIONS OF ALL

EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK.

5. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER.

7. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUST.

8. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILITIES TO GRADE WITHIN WORK SITE.

9. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ALL EXISTING UTILITIES REQUIRED TO INSTALL PROPOSED IMPROVEMENTS.

10. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPOSED IMPROVEMENTS.

11. CURB HEIGHT SHALL BE 6" FACE UNLESS OTHERWISE NOTED ON THE PLANS.

12. CONTRACTOR SHALL ESTABLISH, AND MAINTAIN IN GOOD ORDER, ALL BMPS AS REQUIRED BY THE PROJECT

STORM WATER POLLUTION PREVENTION PLAN, OR THE CONSTRUCTION GENERAL PERMIT, AS REQUIRED BY THE REGIONAL WATER BOARD.

WORK TO BE DONE

THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER;

1. VISTA DEVELOPMENT CODE,

2. CITY OF VISTA STANDARD DRAWINGS,

3. THIS SET OF PLANS,

4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)

5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY THE CITY OF VISTA

STANDARDS,

6. THE VID STANDARDS AND SPECIFICATIONS FOR WATER
EX. FENCE
EX. BLOC? WALL
EX. TRAFFIC SIGN
EX. MAILBOX
CURB "A" STA 10+00.00

BEGIN SIDEWALK IMPROVEMENTS
382 (TC 381.83)
(FL 381.35)
(LIP 381.46)
EX. CMP
M
I
IIFS 381.14
F 381.64
FS 381.58
4 �C 381.29
FL 384-21
33 STA 10+13.71
PROP. DRIVEWAY PER
SDRSD G -14F, W=13.0'
EX. SS MH
M'
M
382
EX. MONUMENT
g1�
M
1 EX. DWY ;'A\
380
L
82 TC 380.98/
FL 380.90
LIP 381.02

TRAFFIC SIGN
-EK SHRUBS
(FS 381.29,
FS 381.33
/I
FS 381.27
N
STA 10+25.00
PUBLIC IMPROVEMENT PLANS FOR:

EAST INDIAN ROCK ROAD & NICOLE DRIVE

SIDEWALK IMPROVEMENTS
259 E INDIAN ROCK RD
APN 173-092-26-00 c- WARNING! GAS LINE
EX. FENCE

EX T FTE
R/W
EX. TREE / IFS 379.89
I
375 FS 380.10
FS 380.04
- -,p- - -,Io- - --411 --gyp-
CURB "A" STA 10+50.00
TC 380.75
FL 380.25
LIP 380.38
713 ti
STA 10+50.00
10' RT EAST INDIAN ROCK ROAD Q _10' RT
0 0
10+50
EX. SOLID CENTERLINE STRIPE
EX. GAS LINE
TC 379.75
FL 379.66
WARNING! GAS LINE LIP 379.79
STA 10+70.00

19.14' RT
M
+
380 0
cW
>-
62 q
a:cc
253 E INDIAN ROCK RD
EX. DWY APN 173-092-27-00
CURB "A"STA 11+00.00
WARNING! GAS LINE
(FS 379.83)
S 380.85
Ek. POST
FS 379.79
TC 379.50
FL 379.42
LIP 379.54
EX. UTILITIES
TC 379.65
FL 379.15
LIP 379.28
EX. FENCE
EX. GUY WIRE (BY OTHERS)
EX. POLE
- p-
EX. TR SIGN
EX. GUY WIRE (BY OTHERS)
WARNING! GAS LINE
EX. DASHED CENTERLINE STRIPE
, N i t
I
I FS 378.68
FS 378.95
- -, p- - --q►.-1
FS378.89ill
11+50
TC 378.60
FL 378.51
LIP 378.64
CURR "A"STS 11+
J..
,. EAST INDIAN ROCK ROAD
TC 378.58
FL 378.50
LIP 378.63
Sk. WOOS
tri
\ 1111// 1' 247 E INDIAN ROCK RD APN 173-092-28-00
! WARNING! GAS LINE
FS 379.49
EX. 8" V.C.P. SEWER MAIN PER DWG 1471-S
FS 378.79
FS 378.73"."-.-'
�h— -
GRAPHIC SCALE: 1" = 10'
10 5 0
I
TC 378.44
FL 378.35
LIP 378.48
- —,p-
R/W
EX. FENCE
10 20 30
I
237 CANANEA ST
I
I
I
I
--,p-
• 4c)
378
3 STA 11+74 42
M

CONSTRUCTION NOTES
R/W
1O PROTECT IN PLACE
O2 MATCH EXISTING ELEVATION
03 RELOCATE
® REMOVE AND DISPOSE
O CONSTRUCT 6" CURB PER SDRSD G-01. SEE DETAIL 'A".

O CONSTRUCT TYPE G CURB AND GUTTER PER SDRSD G-02
O CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-07 AND G-109
LEGEND

DESCIPTION

STREET CENTERLINE

PUBLIC RIGHT-OF-WAY

PROPERTY LINE
EX. CONTOUR
GRADING DAYLIGHT LINE (2:1 MAX SLOPE)

SAWCUT LINE
EX. SEWER LINE
EX. SEWER MANHOLE
EX. POWER POLE
EX. GAS LINE
EX. UTILITY METER
EX. UTILITY VALVE
EX. WALL
EX. FENCE
EX. TRAFFIC SIGN AND POST
EX. TREE
PR. 6" PCC CURB
PR. TYPE G PCC CURB AND GUTTER
PR. U -CHANNEL
PR. PCC SIDEWALK
PR. ASPHALT CONCRETE DRIVEWAY
PR. PCC DRIVEWAY
PR. PCC DRIVEWAY ENTRANCE
3"AC BASE PAVING
2" MILL AND AC OVERLAY
STD. DWG. SYMBOL
SDRSD G-01
SDRSD G-02
DETAIL ON SHEET 2
SDRSD G-07, G-09
4"AC OVER 6"AB
5%" PCC OVER 6" AB
SDRSD G -14F
-R/W-
-PL-----
-386.��
w
w
k
® CONSTRUCT 5%" PCC OVER 6"AB CONCRETE DRIVEWAY
O9 CONSTRUCT 4" AC OVER 6"AB ASPHALT DRIVEWAY
10 2" MILL AND AC OVERLAY
O 3" AC PAVING PER DETAIL ON SHEET 2
@RELOCATE EXISTING CHAIN LINK FENCE OUTSIDE GRADING LIMITS 13 U -CHANNEL SEE SECTION DETAIL ON SHEET 2
14 DOCUMENT AND REPLACE TRAFFIC STRIPING IN KIND.

QUANTITY
58 LF
186 LF
26 LF
615 SF
67 SF
37 SF
367 SF
2,638 SF
450 SF

DATE SUBMITTED FOR UTILITY CONFLICT CHECK
VISTA IRRIGATION DISTRICT 06/30/2025
SDGE

AT&T/CHARTER/CROWN CASTLE/COX

CITY OF VISTA - SANITATION
06/30/2025
06/30/2025
07/09/2025
STA 11+11.00, 8.0' RT
TC 379.95\
FL 379.45
STA 11+13.13, 7.1' RT •32
FL 379.93
LIP 379.43
STA 11+18.76, 1.5' RT
TC 379.90
BC 379.40

10.8'
STA 11+00.40. 8.0' RT
TC 380.09
FL 379.59
4� STA 10+98.12, 7.1' RT
TC 380.14
FL 379.679.6 4

26.32'
DETAIL 'A" - CURB ISLAND
SEE U -CHANNEL SECTION DETAIL ON SHEET 2
STA 10+92.44, 1.5' RT
TC 379.48
BC 378.98

GINITY M'

NOT TO SCALE

ABBREVIATIONS
i 12+00
APN 173-216-07-00
EX. FENCE
CURB 'A" STA 12+11.56

END SIDEWALK IMPROVEMENTS
(TC 377.50)
(FL 377.06)
(LIP 377.13)
CURB "A" STA 12+00.00
TC 377.85
FL 377.35
LIP 377.47 4'.=

PROP EDGE STRIPE/
EX. GAS LINE
SEE DETAIL ON SHEET 2
STA 12+00.00

14.0' RT
S
STA 11+84.93

14.0' RT
M M
M
3 -
M M M
,1A
-R/W
AC
APN
CL
CMP
COV
DWG
E

EL, ELEV

EX, EXIST
FL
FS
GV
(,)
IE
LF
LIP

ASPHALT CONCRETE

ASSESSOR'S PARCEL NUMBER

CENTERLINE

CORRUGATED METAL PIPE
CITY OF VISTA STD. DRAWING

DRAWING

EAST, EASTING

ELEVATION

EXISTING

FLOW LINE

FINISHED SURFACE

GAS VALVE

INCHES, SECONDS

INVERT ELEVATION

LINEAR FOOT

LIMIT OF PAVEMENT
(EDGE OF GUTTER)
MH
MIN
NO, #
N
NTS
PCC
PA
PP

PR, PROP
RD

ROW, R/W
SD
SDRSD
SDGE
SS
MANHOLE; MAINTENANCE HOLE

MINIMUM
NUMBER

NORTH, NORTHING

NOT TO SCALE

PLUS OR MINUS

PORTLAND CEMENT CONCRETE

PAVEMENT

POWER POLE

PROPOSED
ROAD

RIGHT OF WAY

STORM DRAIN
SAN DIEGO REGIONAL STD.

DRAWING

SAN DIEGO GAS & ELECTRIC

SANITARY SEWER
CURB "A" DATA TABLE
LINE #
LENGTH

BEARING

GTR SLOPE
1 100.00'
N11°15'12"W

2.2%
2 61.30'
N11°15'12"W

1.3%
3 50.26'
N11°15'12"W

2.5%
ST
STA
STD
TC
WM
WV
VCP
STREET

STATION

STANDARD

TOP OF CURB

WATER METER

WATER VALVE

VITRIFIED CLAY PIPE

STORM WATER
INSPECTION PRIORITY LOW WDID NO.

N/A
"AS BUILT"
RCE
EXP.

DATE
REVIEWED BY:

INSPECTOR

SANITATION
DATE
DATE

UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A

DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT
I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE © 811 OR 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG.

WEB ADDRESS: WWW.DIGALERT.ORG
NO.

DESCRIPTION
CITY
DATE
VIID
DATE

APPROVED CHANGES
93853 9/24/2026 7i r/

ENGINEER OF WORK
RCE EXP.LIC.DATE DATE
-S
sr
W ESS
4 o �n
641
No.C93853
D. 09/24/2026
0IV\V
OF CAV
CITY of VISTA
IMPROVEMENT PLAN FOR:

EAST INDIAN ROCK ROAD & NICOLE

DRIVE SIDEWALK IMPROVEMENTS

APPROVE

TY ENGINEER
55075
RCE
6/30/2026 'j _ D IZS

EXPIRES DATE
BENCH MARK:

CV82-93 EL 358.405. MONUMENT IS LOCATED AT N SANTA FE AVENUE & CANANEA STREET.

LEAD & CONCRETE NAIL @ SOUTHEAST CURB RETURN. (NGVD29)
SHEET 1 OF 2
DWG -4720
10/28/2025
C3
LD24-052

Page 309 of 670 ends

EXISTING CURB

AND GUTTER
1 LIP

EXISTING PAVEMENT
18'
CL
HINGE POINT---\
MILL 2" AND AC OVERLAY

PROTECT CENTERLINE STRIPE
(5%)
L-^
•
.
♦� ♦ A • A •
♦
8'
18'
3" AC OVERLAY

1.5%
r1
PI
/0
LIP
VARIES
5%
LIP
-Jr
--3/"N
8" MIN OF AGGREGATE BASE

TYPICAL SECTION DETAIL
3"AC PAVING DETAIL
SCALE.' N.T.S.

EXISTING GROUND

WIDTH PER PLAN
CURB 'A"

TYPE G CURB AND GUTTER
PER SDRSD G-02
•
_• p' .

G • a

1.5%
EXISTING AGGREGATE BASE TO REMAIN IN PLACE.

MOISTURIZE AND RECOMPACT PER SPECIFICATIONS
SIDEWALK PER SDRSD G-07
AND G-09
1' FLAT BENCH.
90% COMPACTED NATIVE SOIL

PROTECT IN PLACE PRIVATE FENCING,

UNLESS OTHERWISE DIRECTED ON PLAN

EXISTING GROUND

PROTECT IN PLACE

EXISTING UTILITIES

NATIVE SOIL
6" CURB PER SDRSD G-01
CURB

FACE TC
6" — — 1.5' 6"
—41/2"

U -CHANNEL
,ter � , //f,�.��/� � �//�•��//�%%�,
6" MIN OF AGGREGATE BASE
2" WEAKENED

PLANE JOINT

U -CHANNEL SECTION DETAIL
SCALE: N.T.S.

SIDEWALK PER SDRSD G-07
AND G-09
6" MIN OF AGGREGATE BASE
INSTALL PAVEMENT MARKING '25"
PER CAL TRANS STD A20C (1 EA)

DOCUMENT AND REPLACE EXISTING CENTERLINE STRIPE
11' MIN

INSTALL EDGE LINE STRIPE
PER CAL TRANS STD A208 DETAIL 278
(120 LF)

EAST INDIAN ROCK ROAD

STRIPING DETAIL
SCALE.' N.T.S.
vJ
%aavo
1338IS V3NVNVD

UNDERGROUND SERVICE ALERT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE REQUIRES A

DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT
I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 811 OR 1-8OO-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG.

WEB ADDRESS: WWW.DIGALERT.ORG
NO.

DESCRIPTION
CITY
DATE
VID
DATE

APPROVED CHANGES

ENGINEER OF WORK
93853 9/24/2026 --/A01'..5-
RCE EXP.LIC.DATE DATE
CITY of VISTA
TYPICAL SECTIONS AND DETAILS FOR:

EAST INDIAN ROCK ROAD & NICOLE

DRIVE SIDEWALK IMPROVEMENTS

APPROVED
--�---- 55075 6/30/2026 71'_

CITY ENGINEER RCE EXPIRES DATE
BENCH MARK:

CV82-93 EL 358.405. MONUMENT IS LOCATED AT N SANTA FE AVENUE & CANANEA STREET.

LEAD & CONCRETE NAIL @ SOUTHEAST CURB RETURN. (NGVD29)
SHEET 2 OF 2
DWG -4720
10/28/2025
C3
LD24-052

Page 310 of 670 ends

CITY OF VISTA

C A L I F O R N I A
July 31, 2025
ADDENDUM NO. 1
To the Contract Documents for:
2025 Pedestrian Mobility Sidewalk Project
East Indian Rock Road Sidewalk Improvements.

C.I.P. No. 8290
D-4720, LD#24-52
City of Vista
200 Civic Center Drive
Vista, CA 92084-6240

FOR CITY ENGINEER
To All Contract Document Holders of Record: All contract drawings, specifications, contract documents and other bidding directives remain unchanged except drawings, specifications, sections or parts of sections added to, revised, deleted or clarified by this Addendum.

CHANGES TO THE BIDDING AND CONTRACTURAL DOCUMENTS

1. Prevailing Wage Determination
Add the following prevailing wages to the contract documents:

The 2025 Pedestrian Mobility Sidewalk Project, East Indian Rock Road Sidewalk Improvements. (C.I.P. No. 8290) is a Federally funded project (Community Development Block Grant, CDBG) that requires the prevailing wages to be fixed 10 days prior to the bid opening. Attached are the prevailing wages to use for this project.

END OF ADDENDUM
10/28/2025

Page 1 of 1 ends

Page 311 of 670 ends

"General Decision Number: CA2O25OOO1 06/27/2025
Superseded General Decision Number: CA2O24OOO1
State: California
Construction Types: Building, Heavy (Heavy and Dredging), Highway and Residential
County: San Diego County in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION
PROJECTS; RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories)
Note: Contracts subject to the Davis -Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but do not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

If the contract is entered
into on or after January 30,
2022, or the contract is
renewed or extended (e.g., an
option is exercised) on or
after January 30, 2022:

If the contract was awarded on
or between January 1, 2015 and
January 29, 2022, and the
contract is not renewed or
extended on or after January
30, 2022:
. Executive Order 14026
generally applies to the
contract.
. The contractor must pay
all covered workers at
least $17.75 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2025.
. Executive Order 13658
generally applies to the
contract.
. The contractor must pay all
covered workers at least
$13.30 per hour (or the
applicable wage rate listed
on this wage determination,
if it is higher) for all
hours spent performing on
that contract in 2025.

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at
10/28/2025
C3 Page 312 of 670

http://www.dol.gov/whd/govcontracts .

Modification Number Publication Date
0 01/03/2025
1 01/24/2025
2 02/07/2025
3 02/21/2025
4 02/28/2025
5 03/14/2025
6 03/21/2025
7 03/28/2025
8 06/06/2025
9 06/27/2025
ASBEO0O5-002 09/01/2024
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) $ 56.32 26.52
Fire Stop Technician
(Application of Firestopping
Materials for wall openings
and penetrations in walls,
floors, ceilings and curtain
walls) $ 39.94 20.65
ASBEO0O5-004 07/04/2022
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)....$ 23.52

13.37 BOILO092-003 01/01/2024
Rates Fringes
BOILERMAKER $ 51.98 42.11
BRCAO0O4-008 11/01/2023
Rates Fringes
BRICKLAYER; MARBLE SETTER $ 46.73 19.02
BRC40018-004 06/01/2024
Rates Fringes
MARBLE FINISHER $ 43.38 15.36
TILE FIlId/5/2025 $ 37.96 C313.77

Page 313 of 670 ends

TILE LAYER $ 51.82 19.32
BRCA0018-010 09/01/2024
Rates Fringes
TERRAZZO FINISHER $ 42.11
TERRAZZO WORKER/SETTER $ 49.62

14.67 15.26
CARP0213-003 07/01/2021
Rates Fringes
Drywall
(1) Work on wood framed
construction of single
family residences,
apartments or condominiums
under four stories
Drywall Installer/Lather...$ 32.14
Drywall Stocker/Scrapper...$ 22.16

16.28 8.62
CARP0619-002 07/01/2021
Rates Fringes
Drywall
(2) All other work
Drywall Installer/Lather...$ 42.80
Drywall Stocker/Scrapper...$ 23.07

16.28 8.62
CARP0619-003 07/01/2021
Rates Fringes

CARPENTER
(1) Bridge $ 51.53 16.28
(2) Commercial Building $ 46.30 16.28
(3) Heavy & Highway $ 51.40 16.28
(4) Residential Carpenter $ 38.47 16.28
(5) Residential
Insulation Installer $ 24.16 15.76
PILEDRIVERMAN $ 51.53 16.28
CARP0619-004 07/01/2021
Diver
Rates Fringes
(1) Wet $ 831.20 16.28
(2) Standby $ 444.24 16.28
(3) Tender $ 436.24 16.28
(4) Assistant Tender $ 412.24 16.28
Amounts in ""Rates' column are per day
CARP0721-001 07/01/2021
Rates Fringes
Modular Furniture Installer $ 21.85 7.15
CARP1607-004 07/01/2021
10/28/2025
Rates E nges

Page 314 of 670 ends

MILLWRIGHT $ 51.90 16.48
ELEC0569-001 06/02/2025
Rates
Electricians (Tunnel Work)
Cable Splicer $ 67.16
Electrician $ 66.32
Electricians: (All Other
Work, Including 4 Stories
Residential)
Cable Splicer $ 59.70
Electrician $ 58.95
Fringes

19.09 19.07

18.87 18.85
ELEC0569-004 06/03/2024
Rates Fringes
ELECTRICIAN (Sound &
Communications Sound
Technician) $ 43.78 15.39
SCOPE OF WORK Assembly, installation, operation, service and maintenance of components or systems as used in closed circuit television, amplified master television distribution, CATV on private property, intercommunication, burglar alarm, fire alarm, life support and all security alarms, private and public telephone and related telephone interconnect, public address, paging, audio, language, electronic, background music system less than line voltage or any system acceptable for class two wiring for private, commercial, or industrial use furnished by leased wire, freuency modulation or other
recording devices, electrical apparatus by means of which electricity is applied to the amplification, transmission, transference, recording or reproduction of voice, music, sound, impulses and video. Excluded from this Scope of Work - transmission, service and maintenance of background music.

A11 of the above shall include the installation and
transmission over fiber optics.

ELEC0569-005 06/03/2024
Rates Fringes
Sound & Communications
Sound Technician $ 43.78 15.39
SCOPE OF WORK Assembly, installation, operation, service and maintenance of components or systems as used in closed circuit television, amplified master television distribution, CATV on private property, intercommunication, burglar alarm, fire alarm, life support and all security alarms, private and public telephone and related telephone interconnect, public address, paging, audio, language, electronic, background music system less than line voltage or any system acceptable for class two wiring for private, commercial, or industrial use furnished by leased wire, freuency modulation or other
recording devices, electrical apparatus by means of which electricity is applied to the amplification, transmission, transference, recording or reproduction of voice, music, sound, impulses and video. Excluded from this Scope of Work - transmission, service and maintenance of background music.

All of the above shall include the installation and
transmission over fiber optics.
10/28/2025
C3 Page 315 of 670

SOUND TECHNICIAN: Terminating, operating and performing final check-out
* ELEC0569-006 06/02/2025
Work on street lighting; traffic signals; and underground systems and/or established easements outside of buildings Rates Fringes
Traffic signal, street light
and underground work
Utility Technician #1 $ 43.62
Utility Technician #2 $ 33.10
STREET LIGHT & TRAFFIC SIGNAL WORK:

14.41 14.09
UTILITY TECHNICIAN #1: Installation of street lights and traffic signals, including electrical circuitry,
programmable controller, pedestal -mounted electrical meter enclosures and laying of pre -assembled cable in ducts. The layout of electrical systems and communication installation including proper position of trench depths, and radius at duct banks, location for manholes, street lights and
traffic signals.

UTILITY TECHNICIAN #2: Distribution of material at jobsite, installation of underground ducts for electrical,
telephone, cable TV land communication systems. The
setting, leveling, grounding and racking of precast
manholes, handholes and transformer pads.

ELEC0569-008 06/01/2024
Rates Fringes
ELECTRICIAN (Residential, 1-3
Stories) $ 40.50 8.18
ELEC1245-001 01/01/2025
Rates Fringes

LINE CONSTRUCTION
(1) Lineman; Cable splicer $ 70.16 24.71
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment) $ 53.30 22.26
(3) Groundman $ 40.76 21.76
(4) Powderman $ 51.87 18.79
HOLIDAYS: New Year's Day, M.L. King Day, Memorial Day,
Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day
EL EV0010/28/020021,(2025
C3 Page 316 of 670

Rates Fringes
ELEVATOR MECHANIC $ 69.43 38.435+a+b
FOOTNOTE:
a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGIOOI2-004 08/01/2024
Rates Fringes
OPERATOR: Power Equipment
(DREDGING)
(1) Leverman $ 64.10 38.75
(2) Dredge dozer $ 58.13 38.75
(3) Deckmate $ 58.02 38.75
(4) Winch operator (stern
winch on dredge) $ 57.47 38.75
(5) Fireman -Oiler,
Deckhand, Bargeman,
Leveehand $ 56.93 38.75
(6) Barge Mate $ 57.54 38.75
ENGIOO12-024 07/01/2023
Rates Fringes
OPERATOR: Power Equipment
(All Other Work)
GROUP 1 $ 53.90 32.80
GROUP 2 $ 54.68 32.80
GROUP 3 $ 54.97 32.80
GROUP 4 $ 56.46 32.80
GROUP 6 $ 56.68 32.80
GROUP 8 $ 56.79 32.80
GROUP 10 $ 56.91 32.80
GROUP 12 $ 57.08 32.80
GROUP 13 $ 57.18 32.80
GROUP 14 $ 57.21 32.80
GROUP 15 $ 57.29 32.80
GROUP 16 $ 57.41 32.80
GROUP 17 $ 57.58 32.80
GROUP 18 $ 57.68 32.80
GROUP 19 $ 57.79 32.80
GROUP 20 $ 57.91 32.80
GROUP 21 $ 58.08 32.80
GROUP 22 $ 58.18 32.80
GROUP 23 $ 58.29 32.80
GROUP 24 $ 58.41 32.80
GROUP 25 $ 58.58 32.80
OPERATOR: Power Equipment
(Cranes, Piledriving &
Hoisting)
GROUP 1 $ 55.25 32.80
GROUP 2 $ 56.03 32.80
GROUP 3 $ 56.32 32.80
GRTU/213/2025 $ 56.46 C332.8O

Page 317 of 670 ends

GROUP 5 $ 56.68 32.80
GROUP 6 $ 56.79 32.80
GROUP 7 $ 56.91 32.80
GROUP 8 $ 57.08 32.80
GROUP 9 $ 57.25 32.80
GROUP 10 $ 58.25 32.80
GROUP 11 $ 59.25 32.80
GROUP 12 $ 60.25 32.80
GROUP 13 $ 61.25 32.80
OPERATOR: Power Equipment
(Tunnel Work)
GROUP 1 $ 55.75 32.80
GROUP 2 $ 56.53 32.80
GROUP 3 $ 56.82 32.80
GROUP 4 $ 56.96 32.80
GROUP 5 $ 57.18 32.80
GROUP 6 $ 57.29 32.80
GROUP 7 $ 57.41 32.80
PREMIUM PAY:
$10.00 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton
Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator
operator -inside; Engineer Oiler; Forklift operator
(includes Toed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt -rubber plant operator (nurse tank
operator);Coil Tubing Rig Operator, Concrete mixer
operator -skip type; Conveyor operator; Fireman; Forklift operator (includes Toed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or
concrete plant); Petromat laydown machine; P7U side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd. without
attachment); Tar pot fireman; Temporary heating plant
operator; Trenching machine oiler
GROUP 3: Asphalt -rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground); Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini -max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator; Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable);Direct Push
Operator lQi_e/gp�o2be or similar types) Drilling machine 5

Page 318 of 670 ends

operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling
(above ground tunnel); Power concrete curing machine
operator; Power concrete saw operator; Power -driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types - Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete,
Clary -Johnson -Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted); Road oil mixing machine operator; Roller operator (asphalt or finish), rubber -tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator -bulldozer, tamper -scraper (single engine, up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator
GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt -rubber distribution operator; Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar types; Cable Bundling Machine Operator
(excluding handheld); Cable Trenching Machine Operator
(Spider Plow or similar types) Cast -in -place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled);
Concrete mixer operator (paving); Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types - drilling depth of 60' maximum); Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar
type); Pumacr2oegun operator; RCM Cementing Unit Operator,

Page 319 of 670 ends

Rail/Switch Grinder Operator (Harsco or similar types)
Rock Drill or similar types; Rotary drill operator
(excluding caisson type); Rubber -tired earth -moving
equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu. yds. struck);
Rubber -tired earth -moving equipment operator (multiple engine up to and including 25 yds. struck); Rubber -tired scraper operator (self -loading paddle wheel type -John Deere, 1040 and similar single unit); Self- propelled curb and gutter machine operator; Shuttle buggy; Skiploader
operator (crawler and wheel type over 1-1/2 yds. up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type
larger than D-5 - 100 flywheel h.p. and over, or
similar -bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types -Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar
types -drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol -blade operator (single engine); Multiple engine tractor operator (Euclid and similar type -except Quad 9 cat.); Rubber -tired earth -moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; Rubber -tired earth -moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)
GROUP 12: Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu. yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi -engine); Pipe mobile machine operator; Rubber -tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber -tired self- loading scraper operator (paddle -wheel -auger type self -loading - two (2) or more units)
GROUP 13: Rubber -tired earth -moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth -moving equipment operator (operating a sec1ni1/ iece of equipment: $1.00 per hour add tonal);

Page 320 of 670 ends

Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple
engine -up to and including 25 yds. struck)
GROUP 16: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (single engine, over 50 yds. struck); Rubber -tired earth -moving equipment operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 17: Rubber -tired earth -moving equipment operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck); Tandem tractor operator (operating crawler type tractors in tandem - Quad 9 and similar type)
GROUP 18: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine, Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 cu. yds. struck); Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck) GROUP 20: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 21: Rubber -tired earth -moving equipment operator, operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck)
GROUP 22: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck); Rubber -tired
earth1mOoVil1R a i ment operator, operating withC he tandem

Page 321 of 670 ends

push-pull system (multiple engine, up to and including 25 yds. struck)
GROUP 24: Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber -tired
earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds. struck)
GROUP 25: Concrete pump operator -truck mounted; Rubber -tired earth -moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck); Spyder Excavator Operator, with all attachments

CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS GROUP 1: Engineer oiler; Fork lift operator (includes Toed, lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A -frame or winch truck operator; Ross carrier operator (jobsite)
GROUP 4: Bridge -type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin -Western or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar type); Shovel, backhoe, dragline, clamshell operator (over 3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to and including 25 ton capacity); Shovel, backhoe, dragline, clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc); Derrick barge operator (over 25 tons up to and including 50 tons mrc); Highline cableway operator; Hoist operator, stiff legs, Guy derrick or similar type (over 25 tons up to and including 50 tons mrc); K -crane operator; Polar crane operator; Self erecting tower crane operator maximum lifting capacity ten tons
GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50 tons up to and including 100 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 50 tons up to and irlcir n 200 tons mrc), Mobile tower crane,eRerator /2025

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(over 50 tons, up to and including 100 tons M.R.C.);
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100 tons up to and including 200 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up to and including 200 tons mrc); Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) ; Tower crane operator and tower gantry
GROUP 12: Crane operator (over 200 tons up to and including 300 tons mrc); Derrick barge operator (over 200 tons up to and including 300 tons mrc); Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over 200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge operator (over 300 tons); Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons); Mobile tower crane operator (over 300 tons)

TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power -driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck); Slip form pump operator (power -driven hydraulic lifting device for concrete forms); Tugger hoist operator (1 drum); Tunnel locomotive operator (over 10 and up to and including 30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.); Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types); Mucking machine operator (1/4 yd., rubber -tired, rail or track type); Pneumatic concrete placing machine operator (Hackley-Presswell or similar type); Pneumatic heading
shield (tunnel); Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum); Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator

ENGINEERS ZONES
$1.00 additional per hour for all of IMPERIAL County and the portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as defined below:

That area within the following Boundary: Begin in San
Bernardino County, approximately 3 miles NE of the intersection of I-15 and the California State line at that point which is the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is the SW 1or�nfer of the northwest quarter of rr of the northwest quarter of Section C6,, T27S,

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R42E, Mt. Diablo Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the western half of the northern quarter of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San
Bernardino County boundary until the intersection with Kern County, as that point which is the SE corner of Section 34, T24S, R4OE, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, at that point which is the SW corner of the SE quarter of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County boundary, until that point which is the NW corner of T25S, R32E, MDM. Continue 5 following R32E lines to the NW corner of T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue W to SW corner of SE quarter of Section 34, T32S, R3OE, MDM.

Continue S to SW corner of T11N, R17W, SBM. Continue E along south boundary of T11N, SBM to SW corner of T11N, R7W, SBM.

Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM.

Continue S along west boundary of R1E, SMB to Riverside County line at the SW corner of T1S, R1E, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of T1S, R1OE, SBM. Continue S along west boundary of R1OE, SBM to Imperial County line at the SW corner of T85, R1OE, SBM.

Continue W along Imperial and Riverside county line to NW corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state line, then north to Nevada state line, then continuing NW back to start at the point which is the NW corner of Section 1, T17N, R14E, SBM
$1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below:

That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County and San Luis Obispo County boundary at the NW corner of T255, R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T3O5, R16E, MDM. Continue E to SW corner of T3O5, R17E, MDM. Continue 5 to SW corner of T31S, R17E, MDM. Continue E to SW corner of T315, R18E, MDM.

Continue S along West side of R18E, MDM as it crosses into San Bernardino Meridian numbering area and becomes R3OW. Follow the west side of R3OW, SBM to the SW corner of T9N, R3OW, SBM.

Continue E along the south edge of T9N, SBM to the Santa Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue 5 along the Ventura County line to that point which is the SW corner of the SE quarter of Section 32, T7N, R24W, SBM. Continue E along the south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. Continue N along East side of R21W, SBM to Ventura County and Kern County boundary at the NE corner of T8N, R21W.

Continue W along the Ventura County and Kern County boundary to the SE corner of T9N, R21W. Continue North along the East edge of R21W, SBM to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, R21E, MDM. [T12N SBM is a think strip between T11N SBM and T325 MDM]. Continue North along the East side of R21E, MDM to the Kings County and Kern County border at the NE corner of T25S, R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. Continue west along the Kings County and San Luis Obispo 1oou/ntx bour�d5ry until the intersection with_ M nterey 8/2025 C3

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County. Continue West along the Monterey County and San Luis Obispo County boundary to the beginning point at the NW corner of T25S, R16E, MDM.
$2.00 additional per hour for INYO and MONO Counties and the Northern portion of SAN BERNARDINO County as defined below:

That area within the following Boundary: Begin at the
intersection of the northern boundary of Mono County and the California state line at the point which is the center of Section 17, T1ON, R22E, Mt. Diablo Meridian. Continue S then SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the Western half of the NW quarter of Section 2, T8S, R29E, MDM.

Continue SSE along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW corner of the SE 1/4 of Section 32, T24S, R37E, MDM.

Continue E along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner of section 34, T24S, R4OE, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE corner of the Western half of the NW quarter of Section 6, T25S, R42E, MDM. Continue S to that point which is the SW corner of the NW quarter of Section 6, T27S, R42E, MDM.

Continue E in a straight line to the California and Nevada state border at the point which is the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the starting point, which is the center of Section 18, T1ON, R22E, MDM.

REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE
IRONO229-001 01/01/2025
Rates Fringes

IRONWORKER
Fence Erector $ 45.78 26.51
Ornamental, Reinforcing
and Structural $ 50.70 35.15
PREMIUM PAY:
$6.00 additional per hour at the following locations:

China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center -Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:

Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:

Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock 10/28/2025
C3 Page 325 of 670

LAB00089-001 07/01/2024
Rates Fringes
LABORER (BUILDING and all
other Residential
Construction)
Group 1 $ 42.71 24.29
Group 2 $ 43.44 24.29
Group 3 $ 44.27 24.29
Group 4 $ 45.47 24.29
Group 5 $ 45.87 24.29

LABORER (RESIDENTIAL
CONSTRUCTION - See definition
below)
(1) Laborer $ 40.61 22.62
(2) Cleanup, Landscape,
Fencing (Chain Link & Wood).$ 39.32 22.62
RESIDENTIAL DEFINITION: Wood or metal frame construction of single family residences, apartments and condominums -
excluding (a) projects that exceed three stories over a garage level, (b) any utility work such as telephone, gas, water, sewer and other utilities and (c) any fine grading work, utility work or paving work in the future street and public right-of-way; but including all rough grading work at the job site behind the existing right of way

LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete Screeding for Rought Strike -off; Concrete, water curing; Demolition laborer; Flagman; Gas, oil and/or water pipeline laborer; General Laborer; General clean-up laborer;
Landscape laborer; Jetting laborer; Temporary water and air lines laborer; Material hoseman (walls, slabs, floors and decks); Plugging, filling of Shee-bolt holes; Dry
packing of concrete; Railroad maintenance, Repair Trackman and road beds, Streetcar and railroad construction trac laborers; Slip form raisers; Slurry seal crews (mixer
operator, applicator operator, squeegee man, Shuttle man, top man), filling of cracks by any method on any surface; Tarman and mortar man; Tool crib or tool house laborer; Window cleaner; Wire Mesh puling -all concrete pouring
operations
GROUP 2: Asphalt Shoveler; Cement Dumper (on 1 yard or larger mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute man, pouring concrete, the handling of the cute from ready mix trucks, such as walls, slabs, decks, floors, foundations, footings, curbs, gutters and sidewalks; Concrete curer -impervious membrane and form oiler; Cutting torch operator (demoliton); Guinea chaser; Headboard man-asphlt; Laborer,
packing rod steel and pans; membrane vapor barrier installer; Power broom sweepers (small); Riiprap, stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Tank sealer and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh Chipper and similar type brush
shredders; Underground laborers, including caisson bellower GROUP 3: Buggymobile; Concrete cutting torch; Concrete
cuttirlg,tDrrc,) 0C25 c�ch oncrete pile cutter; Driller, j� ammer, 2

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1/2 feet drill steel or longer; Dri Pak -it machine; High sealer (including drilling of same); Hydro seeder and
similar type; Impact wrench, mult-plate; Kettlemen, potmen and mean applying asphalt, lay-kold, creosote, line caustic and similar type materials (applying means applying,
dipping, brushing or handling of such materials for pipe wrapping and waterproofing); Operators of pneumatic, gas, electric tools, vibratring machines, pavement breakers, air blasting, come -along, and similar mechanical tools not separately classified herein; Pipelayers back up man
coating, grouting, making of joints, sealing, caulking, diapering and inclduing rubber gasket joints, pointing and any and all other services; Rotary Scarifier or multiple head concrete chipping scaarifier; Steel header board man and guideline setter; Tampers, Barko, Wacker and similar type; Trenching machine, handpropelled
GROUP 4: Asphalt raker, luterman, ironer, apshalt dumpman and asphalt spreader boxes (all types); Concrete core cutter (walls, floors or ceilings), Grinder or sander; Concrete saw man; cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and trench bracing, hand -guided lagging hammer; Laser beam in
connection with laborer's work; Oversize concrete vibrator operator 70 pounds and over; Pipelayer performing all
services in the laying, installation and all forms of
connection of pipe from the point of receiving pipe in the ditch until completion of oepration, including any and all forms of tubular material, whether pipe, metallic or
non-metallic, conduit, and any other stationary type of tubular device used for the conveying of any substance or element, whether water, sewage, solid, gas, air or other product whatsoever and without regard to the nature of
material from which the tubular material is fabricated; No joint pipe and stripping of same; Prefabricated manhole installer; Sandblaster (nozzleman), Porta shot -blast, water blasting
GROUP 5: Blasters Powderman-All work of loading holes,
placing and blasting of all pwder and explosives of
whatever type, regardless of method used for such loading and placing; Driller -all power drills, excluding
jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all other types of mechanical drills
without regard to the form of motive power.

LAB00089-002 11/01/2024
Rates Fringes
LABORER (MASON TENDER) $ 40.70 21.83
LAB00089-004 07/01/2024

HEAVY AND HIGHWAY CONSTRUCTION
Rates Fringes
Laborers:

Group 1 $ 43.83 24.29
Group 2 $ 44.34 24.29
Group 3 $ 44.87 24.29
Group 4 $ 46.11 24.29
Group /8/2025 $ 47.85 C324.29

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LABORER CLASSIFICATIONS
GROUP 1: Laborer: General or Construction Laborer, Landscape Laborer. Asphalt Rubber Material Loader. Boring Machine Tender (outside), Carpenter Laborer (cleaning, handling, oiling & blowing of panel forms and lumber), Concrete
Laborer, Concrete Screeding for rough strike -off, Concrete water curing. Concrete Curb & Gutter laborer, Certified Confined Space Laborer, Demolition laborer & Cleaning of Brick and lumber,Expansion Joint Caulking; Environmental Remediation, Monitoring Well, Toxic waste and Geotechnical Drill tender, Fine Grader, Fire Watcher, Limbers, Brush Loader, Pilers and Debris Handlers. flagman. Gas Oil and Water Pipeline Laborer. Material Hoseman (slabs, walls, floors, decks); Plugging, filling of shee bolt holes; Dry packing of concrete and patching; Post Holer Digger
(manual); Railroad maintenance, repair trackman, road beds; Rigging & signaling; Scaler, Slip -Form Raisers, Filling cracks on any surface, tool Crib or Tool House Laborer, Traffic control (signs, barriers, barricades, delineator, cones etc.), Window Cleaner
GROUP 2: Asphalt abatement; Buggymobile; Cement dumper (on 1 yd. or larger mixers and handling bulk cement); Concrete curer, impervious membrane and form oiler; Chute man,
pouring concrete; Concrete cutting torch; Concrete pile cutter; driller/Jackhammer, with drill steel 2 1/'2 feet or longer; Dry pak-it machine; Fence erector; Pipeline
wrapper, gas, oil, water, pot tender & form man; Grout man; Installation of all asphalt overlay fabric and materials used for reinforcing asphalt; Irrigation laborer;
Kettleman-Potman hot mop, includes applying asphalt,
lay-klold, creosote, lime caustic and similar tyhpes of materials (dipping, brushing, handling) and waterproofing; Membrane vapor barrier installer; Pipelayer backup man
(coating, grouting, making of joints, sealing caulkiing, diapering including rubber basket joints, pointing);
Rotary scarifier, multiple head concrete chipper; Rock
slinger; Roto scraper & tiller; Sandblaster pot tender; Septic tank digger/installer; Tamper/wacker operator; Tank scaler & cleaner; Tar man & mortar man; Tree
climber/faller, chainb saw operator, Pittsburgh chipper & similar type brush shredders.

GROUP 3: Asphalt, installation of all frabrics; Buggy Mobile Man, Bushing hammer; Compactor (all types), Concrete Curer - Impervious membrane, Form Oiler, Concrete Cutting Torch, Concrete Pile Cutter,Driller/Jackhammer with drill steel 2 1/2 ft or longer, Dry Pak -it machine, Fence erector
including manual post hole digging, Gas oil or water
Pipeline Wrapper - 6 ft pipe and over, Guradrail erector, Hydro seeder, Impact Wrench man (multi plate),
kettleman-Potman Hot Mop includes applying Asphalt,
Lay-Kold, Creosote, lime caustic and similar types of
materials (dipping, brushing or handling) and
waterproofing. Laser Beam in connection with Laborer work.

High Scaler, Operators of Pneumatic Gas or Electric Tools, Vibrating Machines, Pavement Breakers, Air Blasting,
Come-Alongs and similar mechanical tools, Remote -Controlled Robotic Tools in connection with Laborers work. Pipelayer Backup Man (Coating, grouting,m makeing of joints, sealing, caulking, diapering including rubber gasket joints,
pointing and other services). Power Post Hole Digger,
Rotary ��8riifjerr imultiple head concrete chipper

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Vista City CouncilOctober 28, 2025

Vista City Council
October 28, 2025