Add the following paragraph:
For resurfacing projects, yellow thermoplastic containing lead may be left in place and paved over if possible, to avoid issues related to removing and disposing of hazardous materials. If yellow thermoplastic must be removed, the Contractor shall handle and dispose of the material as lead- bearing hazardous waste.
314- 2.2 Measurement.
Delete this subsection in its entirety.
314- 2.3 Payment.
Replace this subsection in its entirety with the following:
314- 2.3 Payment. Payment for removal of traffic striping, curb markings, and pavement markings will be considered as included in the prices Bid for other related items of work. 314- 3 REMOVALOF PAVEMENTMARKERS.
314- 3.1 General.
Replace the first sentence in the first paragraph with the following:
314- 3.1 General. All existing raised pavement markers shall be removed before paving work proceeds and shall be performed in such a manner as to leave the existing pavement undamaged. 194
314- 3.2 Measurement.
Replace this subsection in its entirety with the following:
314- 3.2 Measurement. Removal of traffic striping and markings will be measured as a lump sum item.
314- 3.3 Payment.
Replace this subsection in its entirety with the following:
314- 3.3 Payment. Payment for removal of pavement markers will be considered as included in the prices Bid for other various bid items of Work and no additional compensation will be allowed. 314- 4 APPLICATIONOF TRAFFICSTRIPINGAND CURBAND PAVEMENTMARKINGS. 314- 4.3 Painting Traffic Striping and Curb and Pavement Markings. 314- 4.3.1 General.
Replace the first sentence in the first paragraph with the following:
The work shall consist of applying painted ( including glass beads) traffic striping, curb and pavement markings, concrete wheel stops, and new red curb and blue curb at the locations shown on the Plans.
On the 2025 Pedestrian MOBILITYSidewalk Project - Lado de Loma Drive & Guajome Street (C.I.P.
No. 8290), the Contractor shall document all existing striping and pavement markings that will be disturbed by the work, before the striping and pavement markings are disturbed by construction, so that the existing striping and pavement markings can be replaced in-kind. The striping documentation shall include the type of material, dimensions, and location of striping, pavement markers and pavement legends, and shall be approved by the Inspector before removal work proceeds. Any changes to the existing striping shall be submitted and approved by the City Engineer at least 2 weeks before the work proceeds.
Add the following paragraphs:
If a portion of a crosswalk or limit line is disturbed by construction, then the entire crosswalk or limit line shall be removed and replaced, or restriped.
All striping, RPM’s, and pavement markings that are disturbed by construction shall be replaced.
If the Plans or Project Exhibits show striping plans, all interfering striping and marking shall be removed, and new striping and marking shall be installed as shown on the plans. If no striping plans are provided, existing striping shall be replaced in kind.
All intersection limit lines, pavement legends, and white crosswalks to be replaced shall be thermoplastic. Other striping and yellow crosswalks shall be painted. New raised pavement markers 195
shall be installed as required by the California Manual on Uniform Traffic Control Devices and the Caltrans Standard Plans, even if they were not previously on the street. Blue raised reflective pavement markers shall be installed at all fire hydrants.
The locations of all signs, including those to be relocated or replaced, must be approved by the Traffic Engineering Division of the Engineering Department before placement. All signs shall be installed on metal sign posts, unless wood posts are specified. If wood posts are called out on the Plan, the posts shall be four inch by four inch (4” x 4”) pressure-treated unpainted wood, anchored in undisturbed soil a minimum of twenty-four inches (24”) below finished grade and backfilled with post- hole concrete above twenty inches (20”) of sand). If in sidewalk area, wood post backfill shall be four inches (4”) of concrete above twenty inches (20”) of sand or gravel, inside an eight inch diameter ( 8”ø) PVC sleeve. The installation of wood sign posts shall be rejected if posts are damaged, bent or splintered. Technical Provisions from these specifications shall take precedence over other specifications. If not otherwise specified, the work required for Traffic Striping and Signing shall conform to these specifications.
On the 2025 Pedestrian MOBILITYSidewalk Project – Lado de Loma Drive & Guajome Street (C.I.P.
No. 8290) all signs installed on new posts shall be installed per the Plans. In addition, all sign posts installed in concrete sidewalk or other hardscape shall be installed per City of Vista Standard Drawing TRF-06 (“SIGN POSTFOOTINGIN HARDSCAPE”).
314- 4.3.7 Payment.
Replace the subsection in its entirety with the following:
314- 4.3.7 Payment. The quantities of traffic striping, signing and pavement markings shall be measured as a lump sum, complete in place, as shown on the Plans, and as specified in the BID SCHEDULE. Payment for bid items related to all striping, signing and pavement markings shall be at the lump sum or unit prices specified in the BID SCHEDULEand shall constitute full compensation for all materials, labor, equipment, tools, mobilization, clearing and grubbing, excavation, placing and removing temporary striping and striping tabs, painting legends and pavement markings, salvaging signs and delivering them to the Agency’s Public Works Yard at 1165 E. Taylor Street, installing new signs on new and existing posts or poles, providing, painting and installing concrete wheel stops, painting new red curb and blue curb, painting all parking stalls, handicap legends, and incidentals necessary as specified, and no additional compensation will be allowed. 196
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Appendix A:
Federal Requirements for Federal CDBGProjects
Exhibit A of the Contract)
1 APPENDIX A
FEDERAL REQUIREMENTS FOR FEDERAL CDBG CONSTRUCTION PROJECTS
EXHIBIT A TO THE CONTRACT
The City participates in the Community Development Block Grant (" CDBG") program and receives annual funding from the U.S. Department of Housing and Urban Development (" HUD"). This contract is for services that may be funded in whole or in part with CDBG funds. Contractor agrees to comply with all applicable federal laws and regulations and to any amendments hereafter including, but not limited to, the following:
1. Access and Maintenance of Records
A. Access. At any time during normal business hours and as frequently as is deemed necessary, the Contractor shall make available to the Agency, the Department of Housing and Urban Development, and/ or the Comptroller General of the United States, for their examination, all of its records pertaining to all matters covered by this Agreement and permit these agencies to audit, examine, make excerpts or transcripts from such records, contract, invoices, payrolls, personnel records, conditions of employment, and all other matters covered by this Agreement.
B. Maintenance. The Contractor must maintain all required records for five years after final payments are made and all other pending matters are closed.
2. Termination – Cause, Convenience, Breach. This Agreement may be terminated with or without cause by Agency. Termination without cause shall be effective only upon fifteen ( 15) days’ written notice to Contractor, after which Agency will pay Contractor for its reasonable costs and expenses incurred prior to receipt of the termination notice. This Agreement may be terminated by Agency for cause in the event of any of the following: ( i) a material breach of this Agreement by Contractor; and/ or ( ii) misrepresentation by Contractor in connection with the formation of this Agreement; ( iii) and/ or in accordance with any termination clause with the project specifications as may be applicable. Termination for cause shall be effective immediately upon the delivery of written notice to Contractor.
3. Obtain Bonds. If applicable, Contractor shall obtain a Performance Bond for 100% of the Contract Amount and/ or a Payment Bond for 100% of the Contract Amount, as required by City CDBG.
4. Community Development Block Grant Regulations. The CDBG Regulations, 24 CFR Part 570, and any amendments hereafter thereto.
5. Civil Rights Nondiscrimination in Federally Assisted Programs. Title VI of the Civil Rights Act of 1964 ( 42 U.S.C. 2000d et seq.), and implementing regulations in 24 CFR part 1, prohibiting discrimination upon the basis of race, color, religion, ancestry, sex, marital status, mental or physical disability, age, familial status, sexual orientation, or national origin.
6. Section 109 of the Housing and Community Development Act of 1974. Section 109 of the Housing and Community Development Act requiring that no person in the United States shall on the grounds of race, color, national origin, religion, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity receiving Federal financial assistance made available pursuant to the Act.
Appendix A
2 7. Rehabilitation Act of 1973. Section 504 of the Rehabilitation Act of 1973 ( 29 U.S.C. 794), as amended, and with implementing regulations at 24 CFR, Part 8, which prohibit discrimination based on handicap in Federally- assisted and conducted programs and activities.
8. Age Discrimination Act of 1975. The Age Discrimination Act of 1975 ( 42 U.S.C. 6101- 07) and Implementing regulations at 24 CFR, Part 146, which prohibit discrimination because of age in programs and activities receiving Federal financial assistance.
9. Equal Employment Opportunity ( Equal Opportunity Clause) Equal Employment Opportunity, as amended, and regulations of Executive Order 11246 (applicable to contracts and subcontracts over $ 10,000)
During the performance of this contract, the Contractor agrees as follows:
A. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause.
B. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin.
C. The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee’s essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor’s legal duty to furnish information.
D. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers’ representatives of the contractor’s commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment.
E. The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor.
F. The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders.
Appendix A
3 G. In the event of the contractor’s noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law.
H. The contractor will include the portion of the sentence immediately preceding paragraph ( a) and the provisions of paragraphs ( a) through ( h) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States.
10. 0 Standard Federal Equal Employment Opportunity Construction Contract Specifications
A. As used in these specifications:
1." Covered area" means the geographical area described in the solicitation from which this contract resulted;
2." Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority;
3." Employer identification number" means the Federal Social Security number used on the Employer' s Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
4." Minority" includes:
a. Black ( all persons having origins in any of the Black African racial groups not of Hispanic origin);
b. Hispanic ( all persons of Mexican, Puerto Rican, Cuban, Central or South America or other Spanish Culture or origin, regardless of race); c. Asian and Pacific Islander ( all persons having origins in any of the original people of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
d. American Indian or Alaskan Native ( all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification).
B. When the Contractor, or any subcontractor, at anytime, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract, in excess of $ 10,000, the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted.
C. If the Contractor is participating ( pursuant to 41 CFR 60- 4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area ( including goals and Appendix A
4 timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in compliance with the provisions of any such Hometown Plan. Each Contractor or subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or subcontractors toward a goal in an approved Plan does not excuse any covered Contractor' s or subcontractor' s failure to take good faith efforts to achieve the Plan goals and timetables.
D. The Contractor shall implement the specific affirmative action standards provided in paragraphs G(1) through G(16) of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing contracts in geographical areas where they do not have a federal or federally- assisted construction contract shall apply the minority and female goals established for the geographic area where the contract is being performed. Goals are published periodically in the Federal Register in notice form and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified.
E. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor' s obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto.
F. In order for the non- working training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor.
1. The Contractor shall take specific affirmative action to ensure equal employment opportunity. The evaluation of the Contractor' s compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor' s employees are assigned to work.
The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents and other on-site supervisory personnel are aware of and carry out the Contractor' s obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organization' s responses. Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the- street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefore, along with whatever additional actions the Contractor may have taken.
Appendix A
5 2. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement have not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor' s efforts to meet its obligations.
3. Develop on- the- job training opportunities and/ or participate in training programs for the area which expressly includes minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor' s employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under G(2) above.
4. Disseminate the Contractor' s EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on a bulletin board accessible to all employees at each location where construction work is performed.
5. Review, at least annually, the company' s EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foreman, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter.
6. Disseminate the Contractor' s EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor' s EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business.
7. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor' s recruitment area and employment needs. Not later than one month prior to the date for acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process.
8. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a Contractor' s work force.
9. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60- 3.
10. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities.
11. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor' s obligations under these specifications are being carried out.
Appendix A
6 12. Ensure that all facilities and company activities are nonsegregated except that separate or single- user toilet and necessary changing facilities shall be provided to assure privacy between the sexes.
13. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitation to minority and female contractor associations and other business associations.
14. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor' s EEO policies and affirmative action obligations.
H. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations ( G(1) through G(16)). The efforts of a contractor association, joint contractor- union, contractor- community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under G(1) through G(16) of these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor' s minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor.
The obligation shall not be a defense for the Contractor' s non- compliance.
I. A single goal for minorities and a separate single goal for women has been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non- minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner ( for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized).
J. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any persons because of race, color, religion, sex, or national origin.
K. The Contractor shall not enter into any subcontract with any person or firm debarred from government contracts pursuant to E.O. 11246.
L. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to E.O. 11246, as amended.
M. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph G of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60- 4.8.
N. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records.
Records shall at least include for each employee, the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number where assigned, social security number, race, sex, status ( e.g., mechanic, apprenticeship trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and location at which the work was performed. Records shall be maintained in an easily understandable and Appendix A
7 retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records.
O. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application or requirements for the hiring of local or other area residents ( e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).
11. Certification Of Nonsegregated Facilities – ( applicable to contracts and subcontracts over $ 10, 000)
Contractor and/ or subcontractor certifies that he/she does not maintain or provide for his/ her establishments, and that he/ she does not permit employees to perform their services at any location, under his/ her control, where segregated facilities are maintained. He/ she certifies further that he/ she will not maintain or provide for employees any segregated facilities at any of his/ her establishments, and he/ she will not permit employees to perform their services at any location under his/ her control where segregated facilities are maintained. Contractor and/ or subcontractor agrees that a breach of this certification is a violation of the equal opportunity clause of this contract.
As used in this certification, the term " segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation and housing facilities provided for employees which are segregated by explicit directive or are, in fact, segregated on the basis of race, color, religion, or national origin because of habit, local custom, or any other reason.
He/ she further agrees that ( except where he/she has obtained for specific time periods) he/ she will obtain identical certification from proposed subcontractors prior to the award of subcontracts exceeding $ 10, 000 which are not exempt from the provisions of the equal opportunity clause; that he/ she will retain such certifications in his/ her files; and that he/ she will forward the following notice to such proposed subcontractors ( except where proposed subcontractors have submitted identical certifications for specific time periods).
12. Davis- Bacon Act, and Copeland Anti- Kickback Act.
1. Davis Bacon Act.
a. Contractor and all subcontractors, engaged in contracts in excess of 2,000 for the construction, completion, rehabilitation, or repair of any building or work financed in whole or in part with assistance provided under this Contract are subject to the federal labor standards provisions, Davis Bacon and Related Acts as amended ( 40 USC 3141- 5144 and 3146- 3148), which govern the payment of wages and the ratio of apprentices and trainees to journey- workers. Under the terms of the Davis- Bacon Act, as supplemented by 29 CFR Part 5, amended, the Contractor and hired subcontractors are required to pay all laborers and mechanics employed on construction work wages at rates not less than those prevailing on similar construction in the locality as determined by the Secretary of Labor,
b. b. Federal Wage Determination Number CA____________ is attached hereto as Exhibit "_" and incorporated herein by this reference as though set forth in full.
Provided, that if wage rates higher than those required under the regulations are imposed by State or local laws, nothing hereunder is intended to relieve the AGENCY of its obligation, if any, to require payment of the higher rates.
Appendix A
8 2. Copeland Anti- Kickback Act.
a. The contractor shall comply with 18 U.S.C. §874, 40 U.S.C. §3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract.
b. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts.
The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses.
c. Breach. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a contractor and subcontractor as provided in 29 C.F.R. § 5.12.”
13. Clean Air Act and Federal Water Pollution Control Act ( 42 U.S.C 7401- 7671q.) The Contractor and all subcontractors shall comply with the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1251 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended.
In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall furnish to the owner, the following:
1. A stipulation by the Contractor or subcontractors, that any facility to be utilized in the performance of any nonexempt contract or subcontract, is not listed on the List of Violating Facilities issued by the Environmental Protection Agency ( EPA) pursuant to 40 CFR Part 15, as amended.
2. Agreement by the Contractor to comply with all the requirements of Section 114 of the Clean Air Act, as amended, ( 42 USC 1857 c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, ( 33 USC 1318) relating to inspection, monitoring, entry, reports and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines issued thereunder.
3. A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized, or to be utilized for the contract, is under consideration to be listed on the EPA List of Violating Facilities.
4. Agreement by the Contractor that he will include, or cause to be included, the criteria and requirements in paragraph ( 1) through ( 4) of this section in every nonexempt subcontract and requiring that the Contractor will take such action as the government may direct as a means of enforcing such provisions.
14. Debarment and Suspension ( Executive Orders 12549 and 12689) The Contractor represents and warrants that it and its subcontractors are not debarred, suspended, or placed in ineligibility status under the provisions of 24 CFR 24 ( government debarment and suspension regulations). " Department and Suspension," as set forth at 24 CFR part 24. This list contains the names of parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractors with awards that exceed the small purchase threshold shall provide the required certification regarding its exclusion status and that of its principal employees.
Appendix A
9 15. Byrd Anti- Lobbying Amendment ( 31 U.S.C 1352)
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20).
1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form- LLL, " Disclosure Form to Report Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $ 10,000 and not more than $ 100, 000 for each such failure.
3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $ 100, 000 and that all such recipients shall certify and disclose accordingly.
16. Conflict of Interest
The Contractor covenants that no person, who presently exercises any functions or responsibilities in connection with the City of Vista CDBG Program, will obtain a personal or financial interest from the assisted activity. The Contractor further covenants that he/ she presently has no interest in, nor shall he/ she acquire any interest, direct or indirect, either for themselves or those with whom they have business, or family, which would conflict in any manner or degree with the performance of his/ her services hereunder. The contractor further covenants that in the performance of this Agreement any potential conflict, on the part of the Contractor or his/ her employees, will be disclosed to the Agency.
17. Housing and Urban Development Act of 1968 ( 12 U.S.C. 1701u) - 24 CFR, Part 135, also Known as Section 3 Clause. – All Section 3 covered contracts shall include the following clause and the prime contractor will also ensure that provisions of 24 CFR, Part 135, are included in all subcontracts
a. The work to be performed under this contract is subject to the requirements of Section 3 of this Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701 U Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance of HUD- assisted projects covered by Section 3, shall, Appendix A
10 to the greatest extend feasible, and be directed to low- and very low- income persons, particularly persons who are recipients of HUD assistance for housing. b. The parties to this contract agree to comply with HUD' s regulations in 24 CFR part 135, which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations.
c. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers; representative of the contractor' s commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person( s) taking applications for each of the positions; and the anticipated date the work shall begin.
d. The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. e. The contractor will certify that any vacant employment positions, including training positions, that are filled ( 1) after the contractor is selected but before the contract is executed, and ( 2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor' s obligations under 24 CFR part 135.
f. Noncompliance with HUD' s regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts.
18. Nationality Act. Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. §1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Consultant hereby promises and agrees to comply with all of the provisions of the Federal Immigration and Nationality Act, 8 U.S.C.A. § 1101, et seq., as amended, and in connection therewith, shall not employ unauthorized aliens as defined therein. Should Subrecipient so employ such unauthorized aliens for the performance of work and/ or services covered by this Agreement, and should any liability or sanctions be imposed against City for such use of unauthorized aliens, Subrecipient hereby agrees to and shall reimburse City for the cost of all such liabilities or sanctions imposed, together with any and all costs, including attorneys' fees, incurred by City.
19. Rights to Inventions Made Under a Contract or Agreement. Contracts or agreements for the performance of experimental, developmental, or research work shall provide for the rights of the Federal Government and the recipient in any resulting invention in accordance with 37 CFR part 401, " Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements," and any implementing regulations issued by HUD.
Appendix A
11 20. Rights to Data and Copyrights. Contractors and consultants agree to comply with all applicable provisions pertaining to the use of data and copyrights pursuant to 48 CFR Part 27. 4, Federal Acquisition Regulations ( FAR).
21. Drug- Free Workplace Requirements. The Drug- Free Workplace Act of 1988 ( 42 U.S.C. 701) requires grantees ( including individuals} of federal agencies, as a prior condition of being awarded a grant, to certify that they will provide drug- free workplaces. Each potential recipient must certify that it will comply with drug- free workplace requirements in accordance with the Act and with HUD' s rules at 24 CFR part 24, subpart F.
22. Environmental Review Standards. The Contract is subject to the regulations of 24 CFR part 58, which specify the provisions of law which further the purposes of the National Environmental Policy Act of 1969
23. Lead- Based Paint. The Lead- Based Paint Poisoning Prevention Act ( 42 U.S.C. 4821- 4846), the Residential Lead- Based Paint Hazard Reduction Act of 1992 ( 42 U.S.C. 4851- 4856), and implementing regulations at part 35, subparts A, B, J, K, and R of this part.
24. Energy Efficiency. The Contractor shall comply with mandatory standards and policies relating to energy efficiency that are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act ( Public Law 94- 163).
25. Procurement of Recovered Materials. A non- Federal entity that is a state agency or agency of a political subdivision of a state and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency ( EPA) at 40 CFR part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $ 10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $ 10, 000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines.
26. Housing and Community Development Act of 1974 Statutory Provision, Section 110.
a. All laborers and mechanics employed by contractors and subcontractors in the performance of construction work financed in whole or in part with assistance received under this title shall be paid wages at rates not less than those prevailing on similar construction in the locality as determined by the Secretary of Labor in accordance with the Davis- Bacon Act, as amended ( 40 U.S.C. 276a— 276a 5); Provided, That this section shall apply to the rehabilitation of residential property only if such property contains not less than 8 units. The Secretary of Labor shall have, with respect to such labor standards, the authority and functions set forth in Reorganization Plan Numbered 14 of 1950 ( 15 F.R. 3176; 64 Stat. 1267) and section 2 of the Act of June 13, 1934, as mended ( 48 Stat. 948; 40 U.S.C. 276( c)). b. Subsection ( a) shall not apply to any individual that—
1. Performs services for which the individual volunteered; 2A. Does not receive compensation for such services; or 2B. Is paid expenses, reasonable benefits, or a nominal fee for such services;
3. Is not otherwise employed at any time in the construction work.
Appendix A
203
Appendix B:
Federal Labor Standards Provisions
and Federal Prevailing Wage Rates
Exhibit B of the Construction Contract)
Federal Labor Standards Provisions U.S. Department of Housing and Urban Development
Office of Labor Relations
Applicability
The Project or Program to which the construction work covered by this contract pertains is being assisted by the United States of America and the following Federal Labor Standards
Provisions are included in thi s Contract pursuant to the provisions applicable to such Federal assistance.
A. 1. ( i) Minimum Wages. All laborers and mechanics
emplo yed or working upon the site of the work, will be pai d uncondit ionally and not less often than once a week, and without subsequent deduction or rebate on any acc ount
except such payroll deductions as are permitted by
regulations issued by the Secretary of Labor under the
Copeland Act ( 29 CFR Part 3), the full amount of wages and bona f ide f ri nge benefits ( or cash equivalents thereof) due at t ime of payment computed at rates not less than thos e contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof,
regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contribut ions made or costs reasonably
anticipated for bona f ide f ringe benefits under Section l ( b)( 2) of the Davis- Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subjec t to the provisions of 29 CFR 5. 5( a)( 1 )( iv); also, regular contributions made or costs incurred for more than a weekly period ( but not less often than quarterly) under plans, funds, or programs, which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period.
Such laborers and mec hanics shall be paid the appropriate wage rate and f ringe benefits on the wage determination fo r the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5. 5( a)( 4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each
classification for the t ime actually worked therein: Provided, That the employer’ s payroll records accurately set forth the t ime spent in each classification in which work is perform ed.
The wage determination ( including any additional
classification and wage rates conformed under
29 CFR 5. 5 ( a)( 1 )( ii ) and the Davis- Bacon poster ( WH- 132 1 shall be posted at all t imes by the contractor and i ts subcontractors at the site of the work in a prominent and accessible, place where i t can be easily seen by the workers. ii)( a) Any class of laborers or mechanics which is not l isted in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. HUD shall approve an additional
classification and wage rate and f ringe benefits therefor only when the following criteria have been met:
1) The work to be performed by the classification
requested is not performed by a classification in the wage determination; and
2) The classification is utilized in the area by the
construction industry; and
3) The proposed wage rate, including any bona f ide
f ringe benefits, bears a reasonable relationship to the wa ge rates contained in the wage determination.
b) I f the contractor and the laborers and mec hanics to b e emplo yed in the classification ( if known), or thei r
representative s, and HUD or i ts designee agree on th e c lassification and wage rate ( including the am ount desi gnated for f ringe benefits where appropriate), a report of the acti on taken shall be sent by HUD or i ts designee to the
Administrator of the W age and Hour Division, Employment Standards Administration, U. S. Department of Labor, W
ashington, D. C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise HUD or i ts desi gnee or will notify HUD or i ts designee w ithin the 30 - day period that additional t ime is necessary.
Approved by the Office of Management and Budget under
OMB control number 1215- 0140.)
c) In the event the contractor, the laborers or mechanics to be employed in the classification or their r epresentatives, and HUD or i ts desi gnee do not agree on the proposed
classification and wage rate ( including the amount designated for f ringe benefits, where appropriate), HUD or i ts designee shall refer the questions, including the views of all inter ested p arties and the recommendation of HUD or i ts desi gnee, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise HUD or i ts designee or will notify HUD or i ts desi gnee within the 30- day period that additional t ime is necessary. ( Approved by the Office of Management and Budget under OMB Control Number 1215
0140.)
d) The wage rate ( including f ringe benefits where
approp riate) determined pursuant to s ubparagraphs ( 1)( ii)( b) or ( c) of this paragraph, shall be paid to all workers performing work in the classification under this contract f rom the f i rst day on which work is performed in the classifica tion. iii) W henever the minimum wage rate prescri bed in the contract for a class of laborers or mechanics includes a f ringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wa ge determination or shall pay another bona f ide f ringe benefit or an hourly cash equivalent thereof.
iv) I f the contractor does not make payments to a t rustee or other third person, the contractor may consider as par t Previous editions are obsolete Page 1 of 5
form HUD- 4010 ( 06/ 2009)
ref. Handbook 1344. 1
Appendix B
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 B udget under OMB Control Number 1215- 0140.)
2. Withholding. HUD or i ts desi gnee shall upon i ts own action or upon written request of an authorized representativ e of the Department of Labor withhold or cause to be withheld f rom the contractor under this contract or any other Federa l contract with the same prime contractor, or any oth er 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 m echanics, including apprentices, t rainees and helpers, employed by the contractor or any subcontractor the ful l a mount of wages required by the contract In the event of failur e 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
contra cts.
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 thr ee y ears 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 pa id including rates of contributi ons or costs anticipated for bon a f ide f ringe benefits or cash equivalents thereof of the typ es described in Section l( 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 l ( b)( 2 )( B) of the Davis- Baco n Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is f inancially responsible, and that the plan or program has bee n
Previous editions are obsolete
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 u nder approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of t rainee
programs, the registration of the apprentices and t raine es, and the ratios and wage rates prescri bed 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 desi gnee 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 cas e m ay be, for t ransmission to HUD or i ts designee. The payrolls submitted shall set out accurately and completely all of the information required to be maintai ned 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 digi ts 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 purpos e f rom the W age and Hour Division W eb s ite at
http:// w ww. dol. gov/ esa/ whd/ forms/ wh347instr. htm or i ts successor site. The prime contractor is responsible for th e s ubmission of copies of payrolls by all subcontractors.
Contractors and subcontractors shall maintain the full soci al s ecurity number and current address of each covered worker, and shall provide them upon request to HUD or i ts desig nee i f the agency is a party to the contract, but i f the age ncy 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 desi gnee, the contractor, or the W age and Hour Division of the D epartment of Labo r for purposes of an investigation or audit of compliance with preva iling wage requirements. I t is not a violation of this s ubparagraph 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 desi gnee. ( Approved by the Office of Managem ent and B udget 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 s upervises 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 corre ct a nd complete;
form HUD- 4010 ( 06/ 2009)
Appendix B
2) That each laborer or mechanic ( including each helper, apprentice, and t rai nee) employed on the contract during the payroll period has been paid the full weekly w ages ear ned, 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 w age rates and f ringe benefits or cash equivalents for the classification of work performed, a s 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” r equired by subparagraph A.
3.( ii )( b).
d) T he 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 C ode.
iii) T he contractor or subcontractor shall make the
records required unde r subparagraph A. 3.( i) available for inspection, copying, or t ranscription by authorized
representatives of HUD or i ts designee or the D epartment of Labor, and shall permit such representatives to intervi ew emplo yees during working hours on the job. I f the contra ctor or subcontractor fails to submit the required records or to mak e the m available, HUD or i ts desi gnee 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 .
F urthermore, 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 les s than the predetermined rate for the work they performed when they are employed pursuant to and indivi dually
registered in a bona f ide apprenticeship program registered with the U. S. Departmen t of Labor, E mployment and Training Administration, Office of Apprenticeship Training, Employe r a nd Labor Services, or with a State Apprenticeship Agenc y 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 A pprenticeship 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 journe ymen on the job site in any craft classification shall not be gre ater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker l isted on a payroll at an apprentice wage rate, who
Previous editions are obsolete
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 w age rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a local ity other than that in which i ts program is registered, the rat ios 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 apprentic eship program. I f the
apprenticeship program does not specify f ringe benefits, apprentices must be paid the full amount of f ringe benefits l isted on the wage determination for the applicable
classification. I f the Administrator determines that a diffe rent 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) Tra inees. Except as provi ded 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 T raining Administration. Every t rainee must be paid at not le ss than the rate specified in the approved program for the t raine e’ 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 t rainee program. I f the t rainee program does not mention f ringe benefits, t r ainees shall be paid the full amount of f ringe benefits l isted on the wage determination unless the Administrator of the W age and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyma n
wage rate on the wage determination which provides for less than full f ringe benefits for apprentices. Any employee l isted on the payroll at a t rainee rate who is not registered and participating in a t raining plan approved by
form HUD- 4010 ( 06/ 2009)
Appendix B
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 deter mination 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 utiliz e 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 opportunit y requirements of Executive Order 11246, as amended, and 29 C FR Part 30.
5. Compliance with Copeland Act requirements. The
co ntractor shall comply with the requirements of 29 CFR Part 3 which are incorporated by reference in this contra ct
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 desi gnee may by appropriate instructions r equire, 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 contracto r sh all be responsible for the compliance by any subcontra ctor 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 termina tion 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.
A ll rulings and interpretations of the Davis- Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herei n incorporated b y 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 contr act.
S uch disputes shall be resolved in accordance with the procedures of the D epartment of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes betw een the contractor ( or any of i ts subcontractors) and HUD or i ts designee, the U. S.
Department of Labor, or the employees or thei r
representative s.
10. ( i) Certification of Eligibility. By entering into thi s 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 Govern ment 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 contrac t b y virtue of Section 3 ( a) of the Davis- Bacon Act or 29 CF R
5. 12( a)( 1) or to be awarded HUD contracts or participate in HUD programs pursuant to 24 CFR Part 24 .
iii) T he 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 impris oned not more than two years, or both.”
11. Complaints, Proceedings, or Testimony by
Employees. No laborer or mechanic to w hom the wage, salary, or other labor standards provisions of this Contract are applicable shall be discharged or in any other m anner
d iscriminated 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 abo ut to testify in any proceeding under or relating to the lab or 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” incl ude watchm en 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; l iability for unpaid wages; l iquidate d da mages. 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 l iable for the unpaid wages. In addition, such contractor and subcontractor shall be l iable to the United States ( in the case of work don e unde r contract for the District of Columbia or a territory, to s uch District or to such territory), for l iquidated damages .
S uch l iquidated damages shall be computed with respect to each individual laborer or me chanic, 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 paragrap h 1) of this paragraph.
Previous editions are obsolete
form HUD- 4010 ( 06/ 2009)
ref. Handbook 1344. 1
Appendix B
3) Withholding for unpaid wages and l iquidated
damages. HUD or i ts desi gnee shall upon i ts own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be wit hheld, f rom 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 an y o ther Federally- assisted contract subject to the Contract W ork Hours and Safety St andards Act which is held by the same prime contractor such sums as may be determined to be
necessary to satisfy any l iabilities of such contractor or subcontractor for unpaid w ages and l iquidated damages as provided in the clause set forth in subparagraph ( 2) of th is paragraph.
4) Subcontracts. The contractor or subcontractor sha ll 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 clause s in any lower t ier 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 d angerous to his health and safety as determined under c onstruction 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 s anctions pursuant to the Contract W ork Hours and Safety Standards Act, ( Public Law 91- 54, 83 Sta t 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 ta ke s uch action with respect to any subcontractor as the Secretar y of Housing and Urban Development or the Secretary of Labo r shall direct as a means of enforcing such provisions.
Previous editions are obsolete
form HUD- 4010 ( 06/ 2009)
ref. Handbook 1344. 1
Appendix B
204
Appendix C:
Federal Requirements and Special Provisions
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 2
Section 3 Estimated Work Force Breakdown 3
Contract and Subcontract Activity – HUD Form 2516 4
ITEMS THAT MUST BE COMPLETED AND SUBMITTED FOR DURATION OF PROJECT Payroll Reporting DOL Form WH- 347 and Instructions for Completion 6 Note: the form is double- sided. Must complete form in its entirety and submit weekly.
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
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 Title Date
Signature Title Date
2 SECTION 3 ESTIMATED WORK FORCE BREAKDOWN
MUSTBE COMPLETED BY PRIMEAND 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.
3 blankpage
PH
IH
CPD
Housing
Grant/ProjectNumberor HUD
CaseNumberor other
identificationof property,
subdivision, dwellingunit, etc.
7a.
Amountof
Contractor
Subcontact
7b.
Typeof Trade
Code
Seebelow)
7c.
Contractoror
Subcontractor
Business
Racial/Ethnic
Seebelow)
7d.
WomanOwnedBusiness
Yesor No)
7e.
PrimeContractorIdentification (ID)
Number
7f.
Sec. 3
7g.
Subcontractor
Identification (ID)
Number
7h
Sec. 3
7i.
State Zip
CPD:
1 = NewConstruction 6 = Professional
2 = Education/Training 7 = TenantServices
3 = Other 8 = Education/Training
0 = Other5 = ProjectMangt.
4 = Service
6 = HasidicJews
Privacy Act Notice = TheUnited StatesDepartmentof HousingandUrbanDevelopment, FederalHousingAdministration, is authorizedto solicit theInformationrequestedin this form by virtue of Title 12, United StatesCode, Section1701et seq., andregulation. It will not bedisclosedor relesedoutsidetheUnited StatesDepartmentof HousingandUrbanDevelopmentwithout your consetn, exceptasrequiredor permittedby Law.
Previouseditionsareobsolete. form HUD-2516 (8/98)
ContractandSubcontractActivity
Contractor/SubcontractorNameandAddress
7j.
Name Street City
U.S. Departmentof HousingandUrban Development
Checkif:
OMBApprovalNo.: 2577-0088 OMB
ApprovalNo.: 2502-0355
ExecutiveOrdersdatedJuly 14, 1983, directstheMinority BusinessDevelopmentPlansshallbedevelopedby eachFederalAgencyandthetheseannualplansshallestablishminority businessdevelopmentobjectives. Theinformationis usedby HUD to monitorandevaluateMBE activitiesagainst thetotal programactivity andthedesignatedminority businessenterprise (MBE) goals. TheDepartmentrequirestheinformationto provideguidanceandoversightfor programsfor thedevelopmentof minority businessenterpriseconcerningMinority BusinessDevelopment. If theinformationis not collectedHUD would not beableto establishmeaningfulMBE goalsnor evaluateMBE performanceagainstthesegoals.
Publicreportingburdenfor this collectionof informationis estimatedto average .5 hoursperresponse, includingthetime for reviewinginstructions, searchingexistingdatasources, gatheringandmaintainingthedataneeded, andcompletingandreviewingthecollectionof information. The Informationis voluntary. HUD maynot collectthis information, andyou arenot requiredto completethis form, unlessit displaysa currentlyvalid OMB ControlNumber.
Oct. 1 - Sept. 30 (Annual -FY)
2 = SubstantialRehab.
3 = Repair
3 = NativeAmericans
4 = HispanicAmericans
9 = Arch./Engrg. Appraisal 5 = Asian/PacificAmericans
8 = Section8114 = Insured (Management)
3 = Section8 Noninsured, Non-HFDA 7 = Public/IndiaHousing 7d: Racial/EthnicCodes:
1 = WhiteAmericans
5: ProgramCodes (Completefor HousingandPublicandIndian Housingprogramsonly):
2= FlexibleSubsidy
1 = All Insured, includingSection8 5 = Section202
6 = HUD-Held (Management)
Housing/Public Housing:
7c: Typeof TradeCodes:
2 = BlackAmericans1 = NewConstruction
1. Grantee/ProjectOwner/Developer/Sponsor/Builder/Agency 3a. Nameof ContactPerson 3b. PhoneNumber (IncludingAreaCode) 4. ReportingPeriod 5. ProgramCode (Not applicablefor CPDprograms.) Seeexplanationof Codesatbottomof PageUsea
separatesheetfor eachprogramcode.
6. DateSubmittedtoFieldOffice
2. Location (City, StateZip Code)
4 Thisreportis tobecompletedbygrantees, developers, sponsors, builders, agencies, and/or projectownersfor reportingcontractandsubcontractactivitiesof $10,000ormoreunderthe followingprograms: CommunityDevelopmentBlockGrants (entitlementandsmallcities); UrbanDevelopmentActionGrants; HousingDevelopmentGrants; MultifamilyInsuredand Noninsured; PublicandIndianHousingAuthorities; andcontractsenteredintobyrecipientsof CDBGrehabilitationassistance.
completedfor publicandIndianhousingandmostcommunitydevelopmentprograms. FormHUD- 60002is to becompletedbyall otherHUDprogramsincludingStateadministeredcommunity developmentprogramscoveredunderSection3. A Section3 Contractor/subcontractoris a businessconcernthatprovideseconomicopportunitiesto lowandveryLow-incomeresidentsof themetropolitanarea (ornonmetropolitancounty), includingabusinessconcernthatis 51person ormoreownedbylow-incomeresidents;
costsorunusuallyhighorlow-incomefamilies. Verylow-incomefamilies (includingsingle persons) whoseincomesdonotexceed50percentumof themedianfamilyincomefor thearea, asdeterminedbytheSecretarywith adjustmentsfor smallerandlargerfamilies, exceptthatthe secretarymayestablishincomeceilingshigherorlowerthan50percentumof themedianfor the areaonthebasisof theSecretary'sfindingsthatsuchvariationsarenecessarybecauseof unusuallyhighorlow familyincomes.
Contracts/subcontractsof lessthan $10,000needbereportedonlyif suchcontractsrepresenta significantportionof yourtotalcontractingactivity. Includeonlycontractsexecutedduring thisreportingperiod.
orprovidessubcontractingorbusinessdevelopmentopportunitiestobusinessesownedbylow or low-incomeresidents. Lowandverylow-incomeresidents; includeparticipantsin Youthbuild programsestablishedunderSubtitleD of TitleIV of theCranston-GonzalezNationalAffordable HousingAct.
Submittwo (2) copiesof thisreporttoyourlocalHUDOfficewithin ten (10) daysaftertheend of thereportingperiodyoucheckedin item4 onthefront. Completeitem7h. Onlyoncefor each contractor/subcontractoroneachsemi-annualreport.
ThisformhasbeenmodifiedtocaptureSection3 contractdatain columns7gand7i. Section 3 requiresthattheemploymentandothereconomicopportunitiesgeneratedbyHUDfinancial assistancefor housingandcommunitydevelopmentprogramsshall, to thegreatestextent feasible, bedirectedtowardlow- andverylow-incomepersons, particularlythosewhoare recipientsof governmentassistancefor housing. Recipientsusingthisformto reportSection3 contractdatamustalsousePartI of formHUD-60002toreportemploymentandtraining opportunitiesdata. FormHUD-2516is tobe
Theterms “low-incomepersons” and “verylow-incomepersons” havethesamemeaningsgiven thetermsin section3(b)(2) of theUnitedStatesHousingAct of 1937. Low-incomepersonsmean families (includingsinglepersons) whoseincomesdonotexceed80percentumof themedian incomefor thearea, asdeterminedbytheSecretary, with adjustmentsfor smalleranlarger families, exceptthattheSecretarymayestablishincomeceilingshigherorlowerthan80per centumof themedianfor theareaonthebasisof theSecretary'sfindingsthatsuchvariationsare necessarybecauseof prevailinglevelsof construction
Entertheprimecontractor'sID in item7f. for all contractsandsubcontracts. Includeonly contractsexpectedduringthisreportingperiod. PHAs/IHAsaretoreportall contracts/subcontracts.
CommunityDevelopmentPrograms Multifamily HousingPrograms PublicHousingandIndian HousingPrograms
1. Grantee: Enterthenameof theunitof governmentsubmittingthisreport. 1. Grantee/ProjectOwner: Enterthenameof theunitof government, agencyormortgagor entitysubmittingthisreport.
PHAs/IHAsareto reportall contracts/subcontracts. Includeonlycontractsexecutedduringthis reportingperiod.
3. ContactPerson: Enternameandphoneof personresponsiblefor maintainingand submittingcontract/subcontractdata. 3. ContactPerson: Sameasitem3 underCPDPrograms. 1. ProjectOwner: Enterthenameof theunitof government, agencyormortgagorentity submittingthisreport. Checkboxasappropriate.
7a. Grant Number: EntertheHUDCommunityDevelopmentBlockGrantIdentification Number (with dashes). Forexample: B-32-MC-25-0034. ForEntitlementProgramsandSmall Citymulti-yearcomprehensiveprograms, enterthelatestapprovedgrantnumber.
4. ReportingPeriod: Checkonlyoneperiod. 3. ContactPerson: Sameasitem3 underCPDPrograms. 7b. Amountof Contract/Subcontract: Enterthedollaramountroundedto thenearestdollar.
If subcontractorID numberis providedin 7f, thedollarfigurewouldbefor thesubcontract onlyandnotfor theprimecontract.
5. ProgramCode: Entertheappropriateprogramcode. 4. ReportingPeriod: Checkonlyoneperiod. 7c. Typeof Trade: Enterthenumericcodeswhichbestindicatesthe contractor's/subcontractor'sservice. If subcontractorID numberis providedin 7f., thetypeof tradecodewouldbefor thesubcontractoronlyandnotfor theprimecontractor. 7a. Grant/ProjectNumber: EntertheHUDProjectNumberorHousingDevelopmentGrantor numberassigned. 5. ProgramCode: Entertheappropriateprogramcode.
The "other" categoryincludessupply, professionalservicesandall otheractivitiesexcept constructionandeducation/trainingactivities. 7b. Amountof Contract/Subcontract: Sameasitem7b. underCPDPrograms. 7a. Grant/ProjectNumber: EntertheHUDProjectNumberorHousingDevelopmentGrantor numberassigned.
7d. BusinessRacial/Ethnic/GenderCode: Enterthenumericcodewhichindicatesthe racial/ethnic/gendercharacterof theowner(s) andcontroller(s) of 51% of thebusiness. 7c. Typeof Trade: Sameasitem7c. underCPDPrograms. 7b. Amountof Contract/Subcontract: Sameasitem7b. underCPDPrograms.
When51% ormoreis notownedandcontrolledbyanysingleracial/ethnic/gendercategory, enterthecodewhichseemsmostappropriate. If thesubcontractorID numberis provided, the codewouldapplytothesubcontractorandnotto theprimecontractor. 7d. BusinessRacial/Ethnic/GenderCode: Sameasitem7d. underCPDPrograms. 7c. Typeof Trade: Sameasitem7c. underCPDPrograms. 7e. WomanOwnedBusiness: EnterYesorNo. 7e. WomanOwnedBusiness: EnterYesorNo. 7d. BusinessRacial/Ethnic/GenderCode: Sameasitem7d. underCPDPrograms. 7f. ContractorIdentification (ID) Number: EntertheEmployer (IRS) Numberof thePrime Contractorastheuniqueidentifierfor primerecipientof HUDfunds. NotethattheEmployer IRS) Numbermustbeprovidedfor eachcontract/subcontractawarded. 7f. ContractorIdentification (ID) Number: Sameasitem7f. underCPDPrograms. 7e. WomanOwnedBusiness: EnterYesorNo. 7g. Section3 Contractor: EnterYesorNo. 7g. Section3 Contractor: EnterYesorNo. 7f. ContractorIdentification (ID) Number: Sameasitem7f. underCPDPrograms. 7h. SubcontractorIdentification (ID) Number: EntertheEmployer (IRS) Numberof the subcontractorastheuniqueidentifierfor eachsubcontractawardedfromHUDfunds. When thesubcontractorID Numberis provided, therespectivePrimeContractorID Numbermust alsobeprovided.
7h. SubcontractorIdentification (ID) Number: Sameasitem7h. underCPDPrograms. 7g. Section3 Contractor: EnterYesorNo. 7i. Section3 Contractor: EnterYesorNo. 7i. Section3 Contractor: EnterYesorNo. 7h. SubcontractorIdentification (ID) Number: Sameasitem7h. underCPDPrograms. 7j. Contractor/SubcontractorNameandAddress: Enterthisinformationfor eachfirm receivingcontract/subcontractactivityonlyonetimeoneachreportfor eachfirm. 7j. Contractor/SubcontractorNameandAddress: Sameasitem7j. underCPDPrograms. 7i. Section3 Contractor: EnterYesorNo. 7j. Contractor/SubcontractorNameandAddress: Sameasitem7j. underCPDPrograms. 5 U. S. Department of Labor PAYROLL
For Contractor' s Optional Use; See Instructions at www. dol. gov/ whd/ forms/ wh347instr. htm)Wage and Hour Division Persons are not required to respond to the collection of information unless it displays a currently valid OMB control number.
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) ( 2) ( 3) ( 4) DAY AND DATE ( 5) ( 6) ( 7) ( 9)
8)
DEDUCTIONS
O
O
O
O
O
O
O
O
NAME AND INDIVIDUAL IDENTIFYING NUMBER
e.g., LAST FOUR DIGITS OF SOCIAL SECURITY
NUMBER) OF WORKER NO.
OF
WITHH
OLD
iNG
EXEM
PTIO
NS
WORK
CLASSIFICATION
OT
OR
ST.
HOURS WORKED EACH DAY
TOTAL
HOURS
RATE
OF PAY
GROSS
AMOUNT
EARNED FICA
WITH-
HOLDING
TAX OTHER
TOTAL
DEDUCTIONS
NET
WAGES
PAID
FOR WEEK
S
S
S
S
S
S
S
S
Rev. Dec. 2008
Rev. Dec. 2008
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) 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.
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. If you have any comments regarding these estimates 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, 200 Constitution Avenue, N.W.
Washington, D.C. 20210
over)
6 Date
I,
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 f ull 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 t he above period are correct and complete; that the wage rates for laborers or m echanics contained therein are not les s 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 addi tion to the ba sic hourly wage rates paid to ea ch 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
REMARKS:
EXCEPTION (CRAFT) EXPLANATION
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.
7 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 benef its, 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.
8 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.
9 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 1and 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 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. 1a. Project Name 2a. Employee Name
1b. Project Number 2b. Employee Phone Number (including area code) 1c. 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? 4c. Pay stub? Vacation Yes No Yes No
Medical Yes No
Pension 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? 10. Are you paid at least time and ½ for all hours worked in excess of 40 in a week?
9. Are you paid for all hours worked? 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) 15b. Signature of Interviewer 15c. Date of interview Payroll Examination
16. Remarks
17a. Signature of Payroll Examiner 17b. Date
Previous editions are obsolete Form HUD-11 (08/2004)
11 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).
Completing the form HUD-11
Items 1a - 1c: 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.
Form HUD-11 (08/2004)
12 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:
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.
13 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: 16. 9% Goals for female participation in each trade: 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.
14 PREVAILING
WAGES
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.
OVERTIME 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.
ENFORCEMENT 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.
EMPLOYEERIGHTS
UNDERTHEDAVIS-BACONACT
FOR LABORERS AND MECHANICS
EMPLOYED ON FEDERAL OR
FEDERALLY ASSISTED
CONSTRUCTION PROJECTS
1-866-487-9243
TTY: 1-877-889-5627
www. dol. gov/ whd
WH1321 REV10/17
WAGE AND HOUR DIVISION
UNITED STATES DEPARTMENT OF LABOR
15 SALARIOS
PREVALECIENTES
No se le puede pagar menos de la tasa de pago indicada en la Decisión de Salarios Davis- Bacon fijada con este Aviso para el trabajo que Ud. desempeña.
SOBRETIEMPO Se le ha de pagar no menos de tiempo y medio de su tasa básica de pago por todas las horas trabajadas en exceso de 40 en una semana laboral. Existen pocas excepciones.
CUMPLIMIENTO Se pueden retener pagos por contratos para asegurarse que los obreros reciban los salarios y el pago de sobretiempo debidos, y se podría aplicar daños y perjuicios si no se cumple con las exigencias del pago de sobretiempo. Las cláusulas contractuales de Davis- Bacon permiten la terminación y exclusión de contratistas para efectuar futuros contratos federales hasta tres años. El contratista que falsifique los registros certificados de las nóminas de pago o induzca devoluciones de salarios puede ser sujeto a procesamiento civil o criminal, multas y/o encarcelamiento.
APRENDICES Las tasas de aprendices sólo se aplican a aprendices correctamente inscritos bajo programas federales o estatales aprobados.
PAGO APROPIADO Si Ud. no recibe el pago apropiado, o precisa de información adicional sobre los salarios aplicables, póngase en contacto con el Contratista Oficial que aparece abajo:
DERECHOSDELEMPLEADO
BAJOLALEYDAVIS-BACON
La ley exige que los empleadores exhiban este cartel donde sea visible por los empleados.
PARA OBREROS Y MECÁNICOS
EMPLEADOS EN PROYECTOS DE
CONSTRUCCIÓN FEDERAL O CON
ASISTENCIA FEDERAL
WH1321SPA REV10/17
DIVISIÓN DE HORAS Y SALARIOS
DEPARTAMENTODE TRABAJO DE LOS EE.UU.
1-866-487-9243
TTY: 1-877-889-5627
www. dol. gov/ whd
o póngase en contacto con la División de Horas y Salarios del Departamento de Trabajo de los EE.UU. 16 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% 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. 17 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* 50% of AMI* 30% of AMI*
Low Income Very Low Income 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
18 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. 19 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.
Will HUD require 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
20 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
21 January 2012
Previous versions obsolete
U.S. Department of Housing
and Urban Development
Labor Relations Desk Guide
LR01. DG
DAVIS-BACONLABORSTANDARDS
A Contractor’ s Guide
to Prevailing Wage Requirements
for Federally- Assisted Construction Projects
22 i
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 pertainingto direct Federal contracts should be addressed to the Contracting Officer whosignedthe contractfor 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 workedclosely withthe Departmentof Labor’s Wage and Hour Division to make sure that the labor standards provisions in your contract and the specifics of complying withthem represent the latest information. It is the Departmentof 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 ofthe 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 andtheir geographicareas andtelephone 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.
23 iii
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 wagerates ............................................................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 24 iv
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 l. 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 25 v
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 wagerates ...........................................................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 26 1-1
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 $2,000. Construction includes alteration and/or repair, including painting and decorating, of public buildings or public works.
b. The Contract Work Hours and Safety Standards Act ( CWHSSA). CWHSSA requires time and one-half pay for overtime ( O/T) hours ( over 40 in any workweek) worked on the covered project. The CWHSSA applies to both direct Federal contracts and to indirect Federally-assisted contracts except where the assistance is solely in the nature of a loan guarantee or insurance. CWHSSA violations carry a liquidated damages penalty ($ 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/ olr/library. cfm)
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. 27 1-2
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 payrollreports.
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. 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 DOL Regulations are available on-line on the World Wide Web:
http://www.dol.gov/dol/allcfr/Title_29.htm
28 1-3
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.
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, whereprevailing) that people performing work in those classifications mustbe 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, usuallya county or group of counties. Wage decisions are modified from time to time to keepthem current. In most cases, when the contract is awarded or when construction begins, the wage decision is “locked-in” and no future modifications are applicableto the contract or project involved.
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR
The principalcontractor (also referred toas the prime orgeneral 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.
HUD program labor standards forms are available on-line at:
www.hud.gov/offices/ adm/hudclips/index. cfm
All current Davis-Bacon wage decisions can be accessed on-line at no cost at:
http://www.wdol.gov
29 1-4
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 manyHUD-assisted projects are administered bylocal 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.
30 2-1
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 wagerates that mustbefollowed.
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.
a. The work classifications and wagerates. A Davis-Bacon wage decision is simply a listing of different work classifications andthe minimum wagerates that mustbe paid to anyone performing work in those classifications. You’ll wantto makesure that the work classification( s) you need are contained in the wage decision and makecertain 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. Contactthe 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 wagerates 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 HUDClips (see web address in the Appendix). Contact the contract administrator monitoring your project for assistance with a Project Wage Rate Sheet.
Remember, the wage decision is contained in the contract specifications along withthe labor standards clauses. See 1-3, Construction Contract Provisions. 31 2-2
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 HUDClips (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 wagerate. This processis 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 DOLregulations, 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 contractorsin the area ofthe project. (The area is usually defined asthe county wherethe projectis located).
2. The work that will be performed by the requested classification is not already performed by another classification that is already onthe wagedecision. (In other words, if there already is an Electrician classification and wagerate onthe wage decision you can’t request another Electrician classification andrate.)
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 mustbe atleast as muchasthe lowest wage rate for other trade classifications already containedin the wage decision.) And,
4. The workers that will be employed in the added classification ( if it is known whothe workers are/will be), or the workers’ representatives, must agree with the proposed wage rate.
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 HUDClips see address in the Appendix).
32 2-3
b. Making the request. A request for additional classification and wagerate mustbe 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 missingandrecommend a wagerate ( usually the rate that employer is already paying to the employees performing the work) for that classification. You mayalso needto describe the workthat the new classification will perform.
c. HUD review. The HUD Labor Relations field staff willreview 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 willcontactthe prime contractor (or contract administrator for local agency projects) for more information, etc. If the Labor Relations review finds that the request meetsthe rules, the staff willgive 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 wagerate 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 willreceive a copy ofthe disapproval/referral letter to the DOL.
d. DOL decision. The DOL will respond to HUD Labor Relations in writing about the additional classification and wagerate 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 whatclassification 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 wagerate 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.
33 2-4
2-3 CERTIFIED PAYROLL REPORTS.
You’ll need to submit a weekly certified payrollreport ( CPR) beginning withthe 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 HUDClips (see web address in the Appendix). Also, the contract administrator can provide a few copies of the WH-347 that you can reproduce. 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 ofthe WH- 347, or any other format which contains the same certification language onthe WH-347 reverse).
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 willreturn to the project. If you number payrolls consecutively or if you send a note, you do not need to send “no work” payrolls.
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.
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
If you number your payroll reports consecutively, you do not need to submit “no work” payrolls!
34 2-5
d. Payroll review and submission. Theprime contractorshouldrevieweachsubcontractor’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. 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 whatwill berequired 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.) 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.
35 2-6
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.
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” registeredin 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.
1. Probationary apprentice. A “probationary apprentice” can bepaid 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 beenDOL- 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 workthey 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.
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.
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). 36 2-7
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 decisionsinclude fringe benefits which are usually listed as an hourly fringe rate. If the wage decision includes a fringe benefit rate for a classification, you willneedto addthe fringe benefit rate to the basic hourlyrate 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 notinclude 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.
f. Overtime. Overtime hours are defined as all hours workedonthe contractin 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.
Note that the total hourly wage rate paid to any laborer or mechanic (basic wage or basic wage plus fringe benefits) maybe noless than the total wagerate ( basic wageor basic wage plus fringe benefits) onthe wage decisionfor their craft. If the value ofthe fringe benefit( s) you provideis less than the fringe benefit rate onthe wage decision, you will need to add the balance of the wage decision fringe benefit rate to the basicrate paidto the employee. For example, if the wage decision requires $10/hour basic rate plus $5/ hour fringe benefits, you mustpay noless than that total ($ 15/hour) in the basicrate or basic rate plus whatever fringe benefit you mayprovide. You can meetthis obligation in several ways: you could pay the base wage and fringe benefits as statedin 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. Youcan also off-setthe amount ofthe base wageif you pay more in fringe benefits such as by paying or $9 basic plus $6fringe benefits; aslong as you meet the total amount. The amount of the base wage that you may off-set with fringe benefits is limited by certainIRS and FLSArequirements. 37 2-8
g. Deductions. Youmay 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 obligationslegally imposed againstthe employee. h. Proper designation of trade. You must select a work classification onthe wagedecision 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 onlyif 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 workperformed. 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.
Referring, again, to our example above where the wage decision requiring a $15 total wage obligation ($10 basic wage plus $5 fringe benefits) was metby paying $9 base wage plus $6 fringe benefits: Notethat overtimerates mustbe 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.
38 2-9
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 ( whois workingfor you and whatdothey do?), the hours workedduringthe 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.
You are required to submit certified payrollsto illustrate and documentthat you have complied withtheprevailingwagerequirements. Thepurposeofthecontractadministrator’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 withthe wage decision based on the type of work they actually perform.
For many contractors, the Weekly Certified Payrollis the only Davis-Bacon paperwork you need to submit!
39 2-10
1. Apprentices or trainees. The first payroll on which any apprentice ortrainee 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 whichthe first apprenticeortrainee appears.
2. Split classifications. For an employee that worked in a split classification, make a separate entry for each classification of workperformed distributingthe hours of work to each classification, accordingly, and reflecting the rate of pay andgross earnings for each classification. Deductions and net pay maybe based uponthe 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, hoursfor 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 participatein approvedfringe benefit programs, addthe fringe benefit rate to the basic hourlyrate of pay. Alsolist 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 onthe certified payroll andthis hourly rate may be no less than the wage rate (including fringe benefits, if any) onthe wage decision for the classification of workperformed. It does not matterthat 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 workperformed. 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.
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 wagedecisionrequires $ 10/hour basic plus 5/hour fringe benefits, the overtimerate wouldbe: ($10 x 1 ½) + $5 = $20/hour. 40 2-11
g. Deductions. Show the amounts of any deductions from the gross earnings. “Other” deductions should be identified ( for example, Savings Accountor 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 whichthe other deduction appears. 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 directlyto the employee by adding the fringe benefit rate to the basic hourlyrate of pay. If you are paying a portion of the required fringe benefit to programs andthe balance directlyto the employee, explain those differences in box 4(c).
j. 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 asthe 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.
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.
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. 41 2-12
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 bythe contract administratorif these reviews find anydiscrepancies 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 andtrainee 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 whichan 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. 42 2-13
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 askedto send a correction certified payroll.
d. Classifications. If the payrolls show work classifications that do not appear onthe 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 wagerate see 2-2). If reclassification results in underpayment (i. e., the wagerate reported onthe payroll is less than the rate required for the new classification), the employer willbe asked to pay wage restitution to all affected reclassified employees. (see 2-8for 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 askedto 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 ofthe 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, orif 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. 43 2-14
j. Fringe benefits. If the wage decision contains fringe benefits butthe payroll does not indicate how fringe benefits werepaid [neither 4(a) nor 4(b) is markedonthe 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 correctionis 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 andthat 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.
l. 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 payrollreport.
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 provideinstructionsforcomputinganddocumentingtherestitutiontobepaid. Theemployer/ 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.
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 payrollreports that show wages paid in gross amounts (i.e., without tax deduction) for its review and appropriate action.
44 2-15
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 willreflect the periodoftime 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 workhoursinvolved ( 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.
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 within30 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 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.
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.
45 2-16
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. 46 3-1
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 wagerate requests are sometimes denied by the DOL. An employer that is dissatisfied withthe 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 decisionis rendered on the matter. When the final decisionis known, the employer will berequired 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. 47 3-2
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 goalin 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 arein dispute andthe reasons. In such cases, HUDis 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 presentedin the hearingrequest. The DOL may affirm or modifythe findings based uponthe materialspresented. Youwill 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 mayalso directthe 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. Onlythe amounts needed to meetthe contractor’s ( and/or subcontractors’) liability shall be withheld.
48 3-3
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 paymentsprovided 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 decisionis 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:
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 andthe difference willbereturned to the depositor.
If the parties agree to the investigative findings, the amounts dueto 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.
Remember, theprimecontractorisresponsibleandwillbeheldliableforanywagerestitution 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. 49 3-4
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.
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 decisionis rendered, disbursementsfrom 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 whichthe 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. HUDregulations concerning LDP’s arefound at 24 CFR
24.700-24.714.
Remember, ifyouhaveanyquestionsorneedassistanceconcerninglaborstandards 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. 50 3-5
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 mayinitiate 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 payrollreports Statements of Compliance), including correction certified payrollreports, maybe 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).
Remember, ifyouhaveanyquestionsorneedassistanceconcerninglaborstandards 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. 51 A-1
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
DBRA - Davis-Bacon and Related Acts
DOL - Department of Labor
FHA - Federal Housing Administration
FLSA - Fair Labor Standards Act
HUD - Housing and Urban Development (Department of)
IHA - Indian Housing Authority
LCA - Local Contracting Agency
LDP - Limited Denial of Participation
O/T - Overtime
PHA - Public Housing Agency
S/T - Straight-time
SAC - State Apprenticeship Council/Agency
TDHE - Tribally-Designated Housing Entity
Section
Paragraph
52 A-2
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?collectionCode=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
53 A-3
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
54 A-
4 55
A-
5 56
198
Appendix E:
City of Vista Engineering Construction Survey
Request Instructions and Form
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 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'SSUPERINTENDENT (
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
urveystaking
pri
ority
is
list
ed):
PRIORITY
TYPE
OF
STA
KING
STA
KES
A
RE
LOCATIO
N
STRE
ET,
ST
A
TO
ST
A, ETC .)
STAKES
SET
IF
APPLIC
OFFSETDISTANCE
DATE
BY
SURVEY
PA
RTYCHIEF
ORIG
RESET
LEFT
RIGHT
A
REA
WILL
BE
READY
FOR
STA
KES
STAKESWILL
BE
USED
DATE
STARTE
D
DAT
E
COMPLETED (
O
R
SAME)
LATEST
DATE
SURVEY
INFORMATION
REQUIRED:
SURVEY
REQUEST
COMMENTS:
CONTRACTOR'S
SUPERINTENDENT
SIGNATURE:
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxx
xxx
TO
BE
COMPLETED
BY
CITY'S
ENGINEERIN
G
INSPECTOR»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»» >
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
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
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),
SIGNANDSUBMIT
ORIGINAL
SURVEY
REQUEST
STAKING
FORM
TO
CITY'S
ENGINEERING
INSPECTOR (
if
restake,
list
total
restaking
man-h
ours
and
any
comments)
199
Appendix F:
City of Vista Stormwater Management Permit
Application Form & Reference Information
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.
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.
Table
1 .
0 Mi
nimumConstructi
onBest
ManagementPractices (
B
MPs
T
BMP
IdentificationNumber
C
y+
of
Activity
Storm
Water
B
est
M
anagement
Practices
BMP)
DailyW
ork
Site
Pr
eparatio
n
and
I
Eartlimoring;
Con
struction
or
Relocation
of
Below
Ground
Structures
auth
orUtilities
i _
Constru
ctionofr
Ab
ov
e
GroundStructur
es
R
oadways, €
i
Walkways
i 1
a
ndParking
i
Lots
I
Earthwork
a
Waterway
s
Planting
and
i
Landscaping
l I
SELECTION
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CALTRANSStormwaterQuality
Handbooks
CaliforniaStormwaterBMP
Handbook (Construction)
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2 .
0 Selected
Construction
Best
Management
Practices {
B
MPs
BMP
IdentificationNunther
Shown
on
plans?
BMP
Select
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Implementation
Date
fvtairrterreeSchedule
Other
Notes
Storm
Water
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Man
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Practices
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If
not
shown
on
plans,
why?
indicates
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CALTRANS
StormwaterQuality
Handbooks
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StormwaterBMP
Handbook
Construction)
I
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GENERAL
SITE
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ir_
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CA11
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Mgmt
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WM-6
CA21
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Site
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Considerations
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scheduling '
SS
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of
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SS -
2 1
ESC02
Thisinformation
is
available
in
alternate
format
by
requ
est
to
Joan
Turley
at (
760)
639-6100.
Table
2.0Selected
Constructio
n
Best
Management
Practices {
BMPs} (
conti
nued
BMP
IdentificationNumber
BMP
Selected
Implementation
Date
M
aintenceSchedule
Other
Notes
Storm
Water
Be
st
M
anagement
Practices
B
MP)
Shown
on
plans?
if
not
shown
on
plan
s, why?
a m
aA 5 es
r
CALTRANS
StormaterQuality
Handbooks
California
StormwaterBMP
Handbook
Construction)
EROSION
CONTROL (
continued)
l
s
Vegetation
Stabilization
must
select
1 or
more)
1 L
l
Temp
Seeding
and
Planting
1 SS -
4 ESC1
0 Ten1p
MrJlthYng
I
S53,6,8
ESC11
55-4
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Buffer
Strips
i
NA
Physical
Stabilization
must
select
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more)
I
Y a
Dust
Control
ESC21
Geotextiles„
Mats,
and
Fiber
Rolls
I
SS-7
ESC20
e
t
Bonded
Fiber
Matrix
I
SS -
5 Soil
Stabilizers
SS -
5 4
Temp
Stream
Crossing
i /
NS -
4 ESC22
I
Diversion
of
Runoff
l
Earth
Dikes
SS -
9 ESC30
s
Ditches
and
Berms
SS -
9 Temp
Drains
and
Swales
I
SS -
9 '
ESC31
i ;
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Drains
SS -
11 i
ESC32
SEDIMENT
CONTROL
must
select
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more)
1 4 ---
i
Silt
Fence
SC -
1 ESC50
l
y!
Straw
Bale
Barrier
SC -
9 ESC51
l
Sand
BaglGravel
Bag
Barrier
EC -
6,
SC -
Q
ESC52
i
Brush
or
Rock
Filter
NA
ESC53
i
i
Storm
Drain
Inlet
Protection
l
1 SC -
10 l
ESC54
T
Straw
Wattles
SC -
5 I
Sediment
Trap
SC -
3 ESC55
I
I
Sediment
Basin (
sized
for
10-yr
storm)
1 SC -
2 =
ESC56
f
i
Thisin formation
is
av
ailable
in
altern
ate
format
by
requ
est
to
JoanTu
rley
at (
760)
639-6100.
DATE:
SUBJECT:
PROJECT:
1125E. TaylorStreet
PotentialConstructionStaging & StorageArea
PublicWorksDepartmentApprovalRequired
See Section7 .8.4.1 for Details
Oct 2023
PotentialConstructionStagingandStorage
2023PedestrianM9bilitySidewalksProject - CIP _8290
PCR
MINOR STREET
C)
0 z
C)
0 DD
J c-
0 O
0 W
Z - Iz 73
mm
O
i
O
z
MINOR STREET
O
PCR
STREET NAME SIGN LOCATION
NUMBERS INDICATE PRIORITY
OF LOCATION SELECTION)
CURB AND
SIDEWALK
SIDEWALK
WIDTH
SETBACK
CONTIGUOUS
EQUAL TO
OR LESS
THAN 6'
SIDEWALK
WIDTH + 0.5'
4' MINIMUM)
CONTIGUOUS GREATER
THAN 6'
1.5'
SEPARATE 4' MINIMUM
PARKWAY
WIDTH - 1'
NOTES:
1. HOLE SPACING SHALL MATCH THE HOLES IN THE EXTRUDED BLADES.
2. BRACKET TO BE DIE CAST ALUMINUM.
3. ALL ATTACHING SCREWS SHALL BE STAINLESS STEEL VANDAL PROOF TYPE.
Revision
Updated
By
TR
Apprvd
SS
Date
03/01/12
CITY OF VISTA
STANDARD DRAWING
Updated GL HH 05/07/14 PUBLIC STREET NAME SIGN
DETAILS
FOR NON - SIGNALIZED INTERSECTIONS)
CITY ENGINEER, DATE
RCE 55075
NNUMBIER: SRF-01 A
flfl
1.5"
9"
r 1.5"
1.5"
9"$
1.5"
1.5"
L= 36"
RIff
AWE
HAD
MINIMUM 1.5" -
H-1"
L = 48" _
MINIMUM 1.5"
0.125"
SIGN BLADE SECTION
5 CITY
SEAL YnNacYn
1.5"
M1.5"
B SERIES TO FIT 14kel—
SEE NOTE 03 BELOW
TYPICAL PUBLIC STREET NAME SIGN LAYOUT
TYPICAL LAYOUT OF LEGEND ON VARIABLE LENGTH SIGN BLADE OF EXTRUDED ALUMINUM WITH ( DIAMOND GRADE 3) REVERSE SCREENED REFLECTIVE SHEETING WITH DIAMOND GRADE WHITE LETTERS. 0 REFLECTIVE 5" CITY SEAL ON THE LEFT SIDE OF ALL 9' HIGH PUBLIC STREET NAME SIGNS. 6" FOR UPPER CASE LETTERING AND 4.5" FOR LOWERCASE LETTERING ( C SERIES). SUFFIX/BLK #" 2.5" C SERIES.
2.5" E.D. FOR HANGING LEGEND; 6" FOR UPPERCASE LETTERING AND 4.5" FOR LOWERCASE LETTERING C SERIES) (B TO FIT). SUFFIX/BLK#" 2.5" C SERIES.
ARROW TO BE 1.17" WIDE AND 2.61" HIGH.
PREFERRED ABBREVIATIONS:
AVENUE: AV. OR AVE. DRIVE: DR. PARK: PK. STREET: ST.
BOULEVARD: BL. OR BLVD. HEIGHTS: HTS. PARKWAY: PKY. OR PKWY. TERRACE: TER.
CANYON: CYN. HIGHWAY: HWY. PLACE: PL. TRAIL: TR.
CIRCLE: CIR. LANE: LN. ROAD: RD. WAY: WY. OR WAY
NOTE: SEE THE CITY OF VISTA TRAFFIC ( TRF) STANDARD DRAWING TRF-03 FOR THE DESIGN CRITERIA FOR STREET NAME SIGNS ATTACHED TO THE TRAFFIC SIGNAL MAST ARM AT SIGNALIZED INTERSECTIONS.
Revision
Uodated
By
TR
Apprvd
SS
Date
03/01/12
CITY OF VISTA
STANDARD DRAWING
PUBLIC STREET NAME SIGN
DETAILS
FOR NON - SIGNALIZED INTERSECTIONS)
CITY ENGINEER, DATE
RCE 55075
NNUMBIER: SRF-01 B
1.5"
1.5"
9"
1 1.5"
5"
1.5"
9"
1.5"
I
D TES
L = 36"
2.1 MINIMUM 1.5" » •" — " 11"
L = 48"
1.5"
1.5"
9"
SIGN BLADE SECTION
1.5"
saa 0aTu
B SERIES TO FIT MINIMUM 1.5"
TYPICAL PRIVATE STREET NAME SIGN LAYOUT
VV A lJ
220 t
f
1"
1.5"
1.5"
TYPICAL LAYOUT OF LEGEND ON VARIABLE LENGTH SIGN BLADE OF EXTRUDED ALUMINUM WITH DIAMOND GRADE 3) REVERSE SCREENED REFLECTIVE SHEETING WITH DIAMOND GRADE WHITE LETTERS. 6" FOR UPPERCASE LETTERING AND 4.5" FOR LOWERCASE LETTERING ( C SERIES).
SUFFIX/BLK#" 2.5" C SERIES.
6" FOR UPPER CASE LETTERING AND 4.5" FOR LOWERCASE LETTERING ( C SERIES) ( B TO FIT).
SUFFIX/BLK#" 2.5" C SERIES.
ARROW TO BE 1.17" WIDE AND 2.61" HIGH.
PREFERRED ABBREVIATIONS:
AVENUE:
BOULEVARD:
CANYON:
CIRCLE:
AV. OR AVE.
BL. OR BLVD.
CYN.
CIR.
DRIVE: DR.
HEIGHTS: HTS.
HIGHWAY: HWY.
LANE: LN.
PARK: PK.
PARKWAY: PKY. OR PKWY.
PLACE: PL.
ROAD: RD.
STREET: ST.
TERRACE: TER.
TRAIL: TR.
WAY: WY.
Revision
Updated
By
TR
Apprvd
SS
Date
03/01/12
CITY OF VISTA
STANDARD DRAWING
PUBLIC STREET NAME SIGN
DETAILS
FOR NON - SIGNALIZED INTERSECTIONS)
CITY ENGINEER,
RCE 55075
DATE
DRAWING
NUMBER: SRF-01 C
MAILBOX CAN BE SET SIDEWAYS, WITH
OPENING INLINE WITH ROADWAY TRAVEL
DIRECTION, IN ORDER TO MAINTAIN A 48"
PATH OF TRAVEL. CAN BE UTILIZED ONLY
IF RIGHT-OF-WAY OR OTHER
OBSTRUCTION LIMITS SIDEWALK WIDTH
PLAN
NO SCALE
MAILBOX AS APPROVED BY THE
U.S. MAIL US. POSTMASTER GENERAL
42"
N
8"
2" MIN
1-1/2" THICK REDWOOD _
OR PRESSURE TREATED
WOOD SUPPORT
ATTACHED TO POST
WITH FOUR 1/4" 0 x 3"
GALVANIZED LAG BOLTS
COUNTERSUNK INTO
WOOD ( PAINTED TO
MATCH POST).
42"
4" X 4" PRESSURE
TREATED WOOD POST
PAINTED)
12"
Eo
4" THICK MORTAR CAP
12" PVC ( SDR 35) PIPE SLEEVE
12" 0 FOOTING OF
3/4" CRUSHED ROCK
ELEVATION
NO SCALE
8"
1 2" MIN
T
CITY ENGINEER, DATE
RCE 55075
12"
MAILBOX OR OTHER
OBSTRUCTION ( FIRE
HYDRANT, POLES,
RISERS, ETC.)
LEGEND
0 4" THICK
MORTAR CAP
12"0
1 FOOTING
OF 3/4"
CRUSHED
ROCK
Revision
New
Updated
U odated
By
TR
GL
Apprvd
TH
GM
HH
Date
08/23/90
02/11/13
05/07/14
CITY OF VISTA
STANDARD DRAWING
MAILBOX INSTALLATION
IN SIDEWALK NUMBIER: SRF-04
2" GRIND & AC OVERLAY
EXISTING AC
EXISTING AGGREGATE BASE
DISTANCE FROM CONCRETE TO
6" MIN
EDGE OF SAW - CUT = 1' MIN.
II- o i" LIP
UU
BUJ
Q CC
J
O
FULL DEPTH AC PATCH
2" GRIND 8c AC OVERLAY
EXISTING AC
EXISTING AGGREGATE BASE
FULL DEPTH AC PATCH
76 NEW CURB & GUTTER
OR CROSS GUTTER)
a- DISTANCE FROM CONCRETE TO
EDGE OF SAW - CUT = 1' MIN.
NEW CURB OR
MEDIAN CURB
CONCRETE SIDEWALK
OR MEDIAN
STAMPED CONCRETE
PAVEMENT RESTORATION FOR
CURB & GUTTER OR CROSS GUTTER
Revision
New
By
GL
Apprvd
TS
Date
09/01/11
CITY OF VISTA
STANDARD DRAWING
PAVEMENT RESTORATION
DETAILS
CITY ENGINEER, DATE
RCE 55075
NU BIER: SRF-13
4.33' MINIMUM ( OR DISTANCE PER PLAN)
FROM BACK OF EXISTING OR PROPOSED CURB 8"
CONCRETE RETAINING WALL t2„
UTILIZING ( 560-C-2500)
CONCRETE WITH STEEL
SEE
CALCULATION
NOTE BELOW
EXISTING OR
PROPOSED
ASPHALT
PAVEMENT AND
REINFORCEMENT AS SHOWN.
PROVIDE 3/4" CHAMFER ON
ALL EXPOSED CORNERS. of
w
CO
EXISTING OR PROPOSED w
o
0 m
EXTEND
OF
7 \
K\\K\
TOP>
WALL 4"
iBASE MATERIAL CCONCRETE CURB &
GUTTER PER SDRSD G-2 N
EXISTING SLOPE
i
I
i
1.5%
co _
i
w
ESw
iw
m
w
o_ WALL
i
d
a.
a
PAST
EXISTING
GROUND
ELEVATION
AT BACK OF'
LINE
KEY2"x4" KEY2")(4"
4 .
T"d • Xj\\\/
d • .•
n •.
1?OOOOC-`c,UOt ( i]L, a`1V-7
CONCRETE RETAINING
X PER TABLE BELOW / / /,
i\\%\i\\ /\ \ \,\\\/\' ' /
6" COMPACTED CLASS 2
AGGREGATE BASE
WALL WITH ADJACENT SIDEWALK
H X Y DIAGRAM
2'-0" 2'-6" 2'-1.5"
4) # 4 REBAR •
4 REBAR
1' O.C.
CALCULATION NOTE:
ENGINEER OF WORK TO
PROVIDE STRUCTURAL
3'-0" 2'-6" 3'-1.5"
5) # 4 REBAR
4 REBAR
1' O.C.
CALCULATIONS FOR
LOADING CONDITION
BEHIND PROPOSED
CONCRETE WALL
STEEL REINFORCEMENT PLACEMENT TABLE
Revision By Apprvd Date
CITY OF VISTA
STANDARD DRAWINGNew GL TS 12/01/11
CONCRETE RETAINING
WALL AND SIDEWALK
CITY ENGI ER, DATE
RCE 55075
DR
NUMBER: SRF-16
BREAK - AWAY SIGN
POST PER SDRSD M-45
1" THICK GROUT CAP
1/4" GRAVEL
4" PCC MEDIAN
HARDSCAPE
OR SIDEWALK
WHEN SIGN POST IS TO BE PLACED IN
HARDSCAPE AREAS IT SHALL BE SET
IN A 4" DIAMETER BY 6" DEEP
SCHEDULE 40 PVC ANCHOR SLEEVE
AND BACK FILLED WITH 1/4" GRAVEL
TO WITHIN 1" OF THE TOP OF THE
SLEEVE; THE LAST 1" IS TO BE FILLED
WITH GROUT. USE DIRECT BURIAL
WHERE SIGN IS TO BE PLACED IN SOIL.
1"
MEDIAN CURB OR
CURB AND GUTTER
BREAK - AWAY SIGN POST AND
SLEEVE PER SDRSD M-45
BREAK - AWAY SIGN POST
Revision
New
Updated
By
GL
GL
ADDrvd
SS
HH
Date
04/26/11
12/18/12
CITY OF VISTA
STANDARD DRAWING
SIGN POST
FOOTING IN HARDSCAPE
CITY ENGINEER, DATE
RCE 55075
DRAWING
TRF-06NUMBER:
Superior Asphalt Performance
USEACEXP Polymer Fiber To:
Improve Crack Resistance
Improve Rut Resistance
Improve Strength
Gain
Reduced Crack Filling Cost
Reduced Pot Hole Filling Cost
Reduced Pavement Thickness ( If Desired)
Reduced Overlay Cost
Achieve
Longer Lasting Pavement Performance
Reduced Maintenance Cost Over the Life of Pavement
A Happier Traveling Public
Superior Asphalt Performance
ACEXP Polymer Fiber™ is a true achievement in additive technology to enhance asphalt concrete performance.
ACE XP Polymer Fiber™ 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 Fiber™, 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.
ACE XP Polymer Fiber™ is engineered for performance.
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 Fiber™ 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 932oF (well above asphalt mixing temperatures of 400oF). Both ¾” long and 1.5” long fiber lengths are available for superior long- term performance.
Material Property Measure
Material Para-Aramid Fiber
50- 52% by weight)
Form Filament Yarn
Tensile Strength > 2.758 ( GPa)
Elongation at Break < 4.4 (%)
Modulus > 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 ¾” & 1.5” +/- 0.05 ( inch)
Appearance/ Handling Free Flowing Coated Fiber
Bundles ( visual)
Aramid Fiber
2.1 ounces/ ton)
Sasobit® Wax
2.1 ounces/ ton)
Aramid
PET & Cellulose
ACE Fiber Specifications Aramid Stress/ Strain Curves
ACE XP Polymer Fiber™
4.2 ounces/ ton)
Superior Asphalt Performance
How 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 170oF, 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" ACEXP Polymer Fiber™ delivers reinforcement to asphalt concrete and enhances the strength and durability of the finished asphalt concrete mix.
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.
ACE XP Polymer Fiber™ microscopic
photos after chemical extraction
Orcutt Garey Rd. – Santa Barbara, CA (2016)
Superior Asphalt Performance
Has ACEXP Polymer FiberTM been Lab tested?
Has ACEXP Polymer FiberTM been Field tested?
Lab Test Description ACE XP Results
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 ¾” and 1 ½” ACEXPLengths)
8 to 17%
Lab - IDT Creep Compliance Test
Determine Low Temperature Critical Cracking Value
Bottom PGNumber)
4.3o C
1 PG – Bottom Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
Top PGNumber)
PG64-22 ( w/ ACE) = PG70-22
1 PG – Top Number)
Lab - Hamburg Rut Test
Determine Rut Resistance of Various Asphalt Mixes
Top PGNumber)
PG70-22 ( w/ ACE) = PG76-22
1 PG – Top Number)
Lab – Flow Number Test ( FN)
Determine Rut Resistance of ODOT Level 3 mix vs Control Ran both ¾” and 1 ½” ACEXPLengths)
37.5%
Lab – Flexibility Index Test ( FI)
Determine Fatigue Cracking Resistance of ODOT Level 3 mix vs Control Ran both ¾” and 1 ½” ACEXPLengths)
37%
Lab – IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT Dense Grade 64-22 vs Control – ( 1 ½” ACEXP Lengths)
36%
Lab – IDEAL CT Cracking Test
Determine IDEAL CT Crack Index of TxDOT SuperPave 76- 22 vs Control ( 1 ½” ACE XP Lengths)
58%
Field Test Description 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/ ACEFiber 150%
Field – APLT ( Automated Plate Load Test)
SN Layer Coefficient, a1Back Calculate SN Layer Coefficient, a1using Measured Elastic Modulus
40%
Field – APLT ( Automated Plate Load Test)
ESAL Prediction Using AASHTO93 Calculate Increase ESAL Capacity of In- Place Asphalt Reinforced w/ ACEXPPolymer 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
Superior Asphalt Performance
Does ACEXP 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 Fiber™ 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 du ring at higher temperatures.
ACE XP Polymer Fiber™ - 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) Burnside Road – Portland, OR ( 2014) Burnside Road – Portland, OR ( 2014) Burnside Road – Portland, OR ( 2014) 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.
Westchester Rd - 2016
Westchester Rd - 2015
ACE XP Polymer Fiber™ -
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 – November 2015
Travel Center Entrance – November 2015
Travel Center Entrance – April 2016
Travel Center Entrance – March 2018
Superior Asphalt Performance
Is ACEXP 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 ACEXPPolymer Fiber TM during production at the asphalt plant. ACEXPPolymer FiberTMis 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 Fiber TM 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 FiberTMdoes not change the asphalt volumes or require any change to the job mix formula ( JMF).
Every ACE XP Polymer Fiber TM sale provides a robust QA/ QCprogram 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 ACEXP Polymer Fiber TM mixing at their plants:
Full Service – Provided by a Trained and Certified QA/ QCTechnicians Do-it- Yourself ( DIY) – Self Perform after Training & Certification is Obtained The Line- Vac® is used to
transport ACE Fiber™ to the RAP
Collar at a Drum Plant
The Micro Doser MD3+ delivers
ACE Fiber™ continuously to
either the Drum or Pug Mill
Both QA/ QCMethods ensure
ACE Fiber™ is well dispersed
in the Asphalt Mix
Superior Asphalt Performance
ACE XP Polymer FiberTM Value Proposition Examples:
Adding ACEFiberTMto 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 COSTSin- lieu of traditional methods ( Polymer Modified Binder or Interlayers) 400 W. Broadway, Suite 400
San Diego, CA 92101
619) 750- 1851
www. surface- tech. com
Locally Distributed By:
Increase Durability of Overlay
In- lieu of Reflective Crack Interlayers
In Lieu of Polymer Modified Binder
Strengthen Light Duty Pavements
Optimize Heavy Duty Pavements
1.5" asphalt overlay with ACE
Service Life increase: > 50%
Cost Increase: +/- $ 1.00 per SY
1.5" asphalt overlay with ACE
Service Life increase: > 50%
Cost Savings: $ 1- 10 per SY
1.5" asphalt overlay with ACE
Equal Service Life BUT Easier Lay Down
Cost Neutral: $ 0.00 per SY
3.0" light duty asphalt with ACE
ESAL increase: > 160%
Cost Increase: +/- $ 2.00 per SY
5.0" heavy duty asphalt with ACE
In- lieu of 6" w/ o ACE)
ESAL increase: > 40%
Cost Neutral: +/- $ 0.00 per SY
T / 1-877- 454- 8096
PacificGeoSource. com
PacificGeoSource / DataSheets & InstallGuide / FORTA-FI®
FACT DATA SHEET & INSTALL GUIDE
FORTA-FI®
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.
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
Physical Properties /
Fiber Aramid Polyolefin
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.
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
T / 1-877- 454- 8096
PacificGeoSource. com
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: Voyager Portable 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.
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 the
recycled asphalt pavement ( RAP) belt at a rate
matching the output of the plant in tons per
hour ( TPH) per Equation 1.
Equation 1:
3600/ Tons per Hour
For example, for an operation at 300 TPH, the
dosage rate is
3600/ 300 = 12 (place 1bag 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
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 Bags
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.
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
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 /
US Short Ton Metric Ton
Bags 1.0 lb 0.5 kg
Cartons 35 bags 35 bags
Bulk Carton 35 lb, loose in carton 16 kg, loose in carton Pallets 16 cartons/ 560 bags 12 cartons/ 210 bags
Gaylord Pallets 600 lb 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
1/2" R
u)
w
J
07 cc
D
6"
11"
1 co
U)
J
W
OO
2" WEAKENED
PLANE JOINT
3 GUTTERLINE
6" CURB
AREA=0.89 Sq. Ft.
w
J
CO
D
U
COCC
LLJ
JJ
Z
D O
8" CURB
AREA=1.12 Sq. Ft.
WIDTH SHOWN ON PLANS
18" MIN
GUTTER
ELEVATION
LEXISTINGCURB
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
GUTTERLINE
LEGEND ON PLANS
Revision By ApprovedDate
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-01NUMBER
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-02NUMBER
TYPE A
3"
HEIGHT 6", 8", OR 9" AS
6" 1 INDICATED ON PLANS
2H + 6"
TYPE E
MOUNTABLE DIKE)
TYPE F
MOUNTABLE DIKE)
SLOPE END OF DIKE 1:1
WHEN NOT JOINING
OTHER IMPROVEMENTS
ALL TYPES - SIDE VIEW
TYPE C
NOTES:
1. DIKES SHALL BE PLACED ON A 2" SECTION OF A.C. SURFACING, EXTENDING THROUGHOUT THE WIDTH OF THE DIKE.
2. PG - 70-10 GRADE ASPHALT TO BE USED FOR ALL DIKES.
3. SHAPE AND COMPACT DIKES WITH AN EXTRUSION MACHINE OR
OTHER EQUIPMENT CAPABLE OF SHAPING AND COMPACTING THE
MATERIAL TO THE REQUIRED CROSS-SECTION.
4"
13"
4"
TYPE B
ij - H4"
TYPE D
1'-8"
APPROX. DIKE QUANTITIES
TYPE REQD PER LIN. FT.
A
B
C-6"
C-8"
C-9"
D
E
F
0.0250 TON
0.0375 TON
0.0375 TON
0.0583 TON
0.0702 TON
0.0062 TON
0.0407 TON
0.0623 TON
LEGEND ON PLANS
Revision
ORIGINAL
ByLApproved
KERCHEVAL
Date
12/75
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED MR MR/CV 11/11
REVIEWED CV CV 12/15
DIKES - ASPHALT CONCRETE
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
Chol
12/T7/2O15
arson R.C.E. 19246 Dote
DRAWING
C7-05NUMBER
VARIES WIDTH AS SHOWN ON PLANS
1/2" R
r
1/2" R
4"
2% MAX CROSS - SLOPE
2" WEAKENED
PLANE JOINT -
NON-CONTIGUOUS
WIDTH AS SHOWN ON PLANS
1/2" R-\
4" / 1/2" R
2% MAX CROSS -SLOPE
0 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 -
LEGEND ON PLANS
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REED RMATTED T. STANTON 04/06
UPDATED MR MR/CV 11/1 1
REVIEWED CV CV 12/15
SIDEWALK - TYPICAL SECTIONS
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
12/70015
Chai sson R.C.E. 19246 Dote
DRAWING
G-07NUMBER
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-09NUMBER
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" # 4) 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-10NUMBER
EXISTING SCORE MARK
EXISTING SCORE MARK
SIDEWALK SECTION
AREA TO BE REMOVED
5', OR FROM JOINT IN
PANEL, WHICHEVER IS LESS
SIDEWALK PLAN
AREA TO BE REMOVED
AREA TO BE REMOVED
5', OR FROM JOINT IN
PANEL, WHICHEVER IS LESS
EXISTING SCORE MARK
U
NOTE:
7„7?x4
EXISTING JOINT
EXISTING JOINT
30" MIN.
FROM EXISTING JOINT
OR EDGE OF CURB
CURB LINE
GUTTER LINE
CURB PLAN
AREA TO BE REMOVED 5' MIN. FROM EXISTING
5' MIN.
f~JOINT
OR EDGE OF PAVEMENT
1. SIDEWALK CROSS SLOPE SHALL BE 2% MAX.
PAVEMENT SECTION
EXISTING JOINT OR EDGE
1-1/2" MIN.
CONCRETE
TO BE REMOVED ---
2. WHEN DISTANCE FROM " AREA TO BE REMOVED" TO EXISTING JOINT, EDGE OR SCORE MARK IS LESS THAN MINIMUM SHOWN, " AREA TO BE REMOVED" SHALL BE EXTENDED TO JOINT, EDGE OR SCORE MARK.
EXISTING JOINT OR EDGE
REMAINING EDGE TO BE
SMOOTH AND TRUE WITH
NO SHATTER
SECTION
SHOWING CUT
SAW CUT
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED CV MR/CV 11/11
REVIEWED CV CV 12/15
CONCRETE CURB, GUTTER,
SIDEWALK AND PAVEMENT
REMOVAL AND REPLACEMENT
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
a / I
Chair ersan R.C.E. 19246 Dote
77/77/?015
DRAWING
G_"NUMBER
P.C.
R.
RADIUS
N
7 A
A
N _
PLAN
N
0' UNLESS OTHERWISE
SHOWN ON PLAN
SECTION A - A
P.C.R. _ RADIUS
CONTACT JOINTS PER STANDARD
DRAWING G-10 WHEN
SEPARATE POURS ARE MADE
1/2" R TYP.
TOP OF PAVING
BASE MATERIAL AS SHOWN ON PLANS
NOTES:
1. CONCRETE SHALL BE 560-C-3250.
2. = WEAKENED PLANE JOINTS.
3. - TYPICAL FLOWLINES.
4. o = ELEVATIONS TO BE SHOWN ON PLANS.
5. RETURN SEGMENTS TO BE 7" THICK.
6. CURB BETWEEN P.C.R.S SHALL BE CONSIDERED AS PART OF THE CROSS GUTTER.
7. IN ALL CASES SUBGRADE SHALL BE COMPACTED TO 95% MIN. RELATIVE COMPACTION TO DEPTH OF 12". LEGEND ON PLANS
Revision By Approved Date
ORIGINAL KERCHEVAL 12/75
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
REFORMATTED T. STANTON 04/06
UPDATED CV MR/CV 11/11
REVIEWED CV CV 12/151
CROSS GUTTER
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
1.07%?dJ5
Chaicdorson R,C.E. 19246 Dote
DRAWING
G-12NUMBER
R/W
2:1 TRANSITION
I•
CURB LINE
DEPRESSED. CURB
GUTTER' -
3'-0" 3'-0"
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
BOTTOM OF CURB
R/W
EXPANSION JOINT
SEE NOTE 5
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL
hY
ELEVATION
EDGE OF SIDEWALK
2% RISEMAX
SECTION
12" R ( TYP.)
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE 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 10' FROM CURB FACE OR TO PROPERTY LINE 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
ORIGINAL R. MUNOZ 4/97
03/03
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON
REVIEWED T. STANTON 04/061
UPDATED MR MR/CV 02/12
UPDATED CV CV 12/15
CONCRETE DRIVEWAY - TYPE A
CONTIGUOUS SIDEWALK)
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
17/10015
Cha'rl eraon R.C.E. 19246 Date
DRAWING
G -14ANUMBER
MONOLITHIC CURB IF
SPECIFIED OR REQUIRED
R/W
CURB
LINE
Z
iY
J
3 w•
0•
n
X
N
1:12
X
N
1:12 '
GUTTER---"
PLAN
DRIVEWAY CURB OPENING
Y DRIVEWAY WIDTH Y
SEE TABLE A)I SHOWN ON PLANS ( SEE TABLE A
BOTTOM OF CURB
ELEVATION
R/W
MONOLITHIC CURB IF
SPECIFIED OR REQUIRED
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL EDGE OF SIDEWALK
2% MAX RISE
EDGE OF SIDEWALK
SECTION
X
N
x
12" WIDE BORDER WITH 1/4"
GROOVES APPROX. 3/4" O.C.
TABLE A
X Y
CURB RAMP
HEIGHT LENGTH
1" 0'-0"
2" 1'-0"
3" 2'-0"
4" 3'-0"
5" 4'-0"
6" 5'-0"
7" 6,_0"
8" 7'-0"
NOTES:
1. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND SUBGRADE ARE INSPECTED BY THE AGENCY.
2. FOR RESIDENTIAL USE, CONCRETE SHALL BE 52O-C-25OO; FOR COMMERCIAL USE, CONCRETE SHALL BE 56O - C - 325O.
3. SEE STANDARD DRAWINGS G-15 AND G-16 FOR WIDTH AND LOCATION REQUIREMENTS.
4. SEE STANDARD DRAWINGS G-2 AND G - 1O FOR CURB AND JOINT DETAILS.
5. PLACE EXPANSION JOINT AT RIGHT-OF-WAY.
6. DIMENSIONS SHOWN REFLECT A 6" CURB HEIGHT.
7. RAMP LENGTH CALCULATIONS ARE BASED ON X-1" TO ACCOUNT FOR THE 1" DRIVEWAY LIP.
Revision By ApprovedDate
ORIGINAL HH T. STANTON 02/03
ADD METRIC T. STANTON 03/03
REVIEWED T. STANTON 04/06
UPDATED MR MR/CV 02/12
UPDATED CV CV 12/15
SAN DIEGO REGIONAL STANDARD DRAWING
CONCRETE DRIVEWAY
FOR CONFINED RIGHT-OF-WAY)
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
DRAWING
G -14DNUMBER
GUTTER
R/W
MATCH WING TRANSITION
CURB LINE
PLAN
DRIVEWAY CURB OPENING
DRIVEWAY WIDTH
SHOWN ON PLANS
BOTTOM OF CURB
EXPANSION JOINT
SEE NOTE 5
R/W
2% RISE MAX
SIDEWALK
5-1/2" RESIDENTIAL
7-1/2" COMMERCIAL 9.679,' yMAX
MAXI 2% MAX --
ELEVATION
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 ApprovedDate
NEW MR MR/CV 02/12
UPDATED CV CV 12/15
SAN DIEGO REGIONAL STANDARD DRAWING
CONCRETE DRIVEWAY - TYPE B
CONTIGUOUS SIDEWALK)
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
DRAWING
G-1 4FNUMBER
12" WIDE BORDER
SEE STANDARD
DRAWING G - 32A,
DETAIL A
TRUNCATED DOMES
4.-0"
MONOLITHIC CURB
MEET SIDEWALK ELEVATION
BACK OF SIDEWALK
FACE OF CURB
LIP ( TOE) OF GUTTER
TOP OF CURB
p
V p -
CT CT
ELEVATION
4'-0" MINIMUM LANDING
3'-0" TRUNCATED DOMES
5% MAX GUTTER
APRON SLOPE AT
RAMP OPENING
4" THICK MINIMUM
SEE STANDARD DRAWING -
G - 32A, DETAIL B
NOTES:
1. TYPE C ARE ONLY TO BE USED TO MITIGATE EXISTING CONDITIONS WHERE INADEQUATE RIGHT OF WAY EXISTS. TYPE C RAMP IS NOT TO BE USED IN NEW CONSTRUCTION, UNLESS APPROVED BY AGENCY.
2. SEE STANDARD DRAWING G - 32A FOR GENERAL NOTES.
3. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
4. FOR TRUNCATED DOMES, SEE STANDARD DRAWING G-30.
5. CT ( CURB TRANSITION) SHALL BE 8.33% MAXIMUM.
6. SEE STANDARD DRAWING G - 32B FOR X, Y, AND CT DETAILS.
GUTTER FLOW LINE
6"
SECTION A - A
12"
Revision mBy Approved Date
SAN DIEGO REGIONAL STANDARD DRAWING
RECOMMENDED BY THE
REGIONAL STANDARDS COMMITSANTEEMITTEE
ORIGINAL R. MUNOZ 05/97
ADD METRIC T. STANTON 03/03
i . 1.2A 975
UPDATE D. DAVIES 12/04 CURB RAMP - TYPE C Chair ersan R.C.E. 19246 Date REVISED T. STANTON 04/06 FOR EXISTING SIDEWALK) DRAWING G-29NUMBERUPDATED MR MR/CV 03/12
o"
CV
F-
CO
DETAIL 1
w
0 0
P
U
V
A
TRUNCATED DOMES
1.6" TO 2.4" SPACING C/C
0.•0••O.O••••••.0••O
0•..0.0..•.0•.•0..•0.•...
00000000000000000000000000
001.••00.0.000000..0.0.•••••
0•••••.0....•...0..00000•
00000000•0000000000
0000000000000000000000000000
a•......0.•..•••••••••••••.
00.0.0•.••••••.••.•...
0••0.00.0.00.000000.
0000•.•••••0.....0.......0
0..0....0.0....•..0
0.00000000000.00••0•.
PLAN - TILE
1.6" TO 2.4"
000.00 000
000.0 OO
000 • O
000
0 000
00000 71f O
0000000 00
00000 000000000 000
0000000000000000000
00000 000000000 000
0000000 OO
00000 O
00 O
OO v:v OO
000
DETAIL 1
NOT TO SCALE
000
NOT TO SCALE
N 0TES
1. DETECTABLE WARNING SURFACE COLOR SHALL BE YELLOW
CONFORMING TO FEDERAL STANDARDS 5958 TABLE IV, COLOR
NO. 33538, OR AS SPECIFIED BY THE AGENCY. COLOR
SHALL BE HOMOGENEOUS THROUGHOUT THE TILE.
2. TRUNCATED DOME TOP DIAMETER OF 50% OF THE BASE
DIAMETER MINIMUM TO 65% OF THE BASE DIAMETER MAXIMUM.
NOTE:
PATTERN, SIZE &
ORIENTATION ARE
PER MANUFACTURER'S
RECOMMENDATION
f -
SEE NOTE # 2
Y2 R
0.90" TO 1.4"
z
SEE NOTE # 3
Revision
ORIGINAL
By Aaaroved
PARKINSON
Date
02/95
SAN DIEGO REGIONAL STANDARD DRAWING
ADD METRIC T. STANTON 03/03
UPDATE D. DAVIES I 12/04
UPDATED MR MR/CV 03/12
UPDATED MR MR/CV 03/12
TRUNCATED DOMES
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
72/77/2075
Choir rsen F.C.E. 19246 Date
DRAWING
G-30NUMBER
SEE NOTE # 6
1/4"
4'-0" MIN
LANDING LINE OF CURB
12" WOE BORDER
TRUNCATED DOMES
SEE STANDARD
DRAWING G-30
12"
DETAIL A
12" WIDE BORDER
0 o
8.33% MAX
3'-0" MIN
REMOVE & RECONSTRUCT
PAVEMENT AS SHOWN ON
I_ PLANS TO PROVIDE 5%
E MAX SLOPE WITHIN 4'-0"
J RAMP APPROACH.
EDGE OF
TRUNCATED DOMES
DETAIL B
SEE NOTE 7
NOTES
1. THE REMOVAL OF EXISTING CONCRETE CURB, GUTTER, SIDEWALK, AND PAVEMENT FOR PEDESTRIAN RAMP INSTALLATION SHALL COMPLY WITH STANDARD DRAWING G-11. FOR
CONSTRUCTION OF CURB RAMPS ON EXISTING SIDEWALKS, REMOVAL OF ADDITIONAL SIDEWALK MAY BE REQUIRED TO COMPLY WITH ADA REQUIREMENTS TO MEET EXISTING GRADE.
2. CONCRETE SHALL BE CLASS 520-C-2500.
3. AREAS SHOWN THUS: SHALL HAVE A MEDIUM TO HEAVY BROOM TEXTURE FINISH, PERPENDICULAR TO THE AXIS OF THE RAMP. AREAS SHOWN THUS: ARE THE MINIMUM REQUIRED FOR A COMPLETE RAMP INSTALLATION.
4. IF OBSTRUCTIONS SUCH AS INLETS, UTILITY POLES, FIRE HYDRANTS, ETC., ARE ENCOUNTERED, THE RAMP LOCATIONS MAY BE ADJUSTED UPON THE APPROVAL OF THE AGENCY.
5. THE RAMP SLOPES WILL BE MEASURED RELATIVE TO THE SIDEWALK SLOPE. ADJOINING SLOPE BEYOND THE RAMP SHALL NOT EXCEED 20:1 ( 5%).
6. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
7. EDGE OF TRUNCATED DOME PANEL SHALL BE LOCATED 6" MINIMUM AND 8" MAXIMUM FROM THE GUTTER FLOWLINE.
Revision
ORIGINAL
By Approved
PARKINSON
Date
02/95
SAN DIEGO REGIONAL STANDARD DRAWING
UPDATE D. DAVIES 12/04
REVISED T. STANTON 04/06
UPDATED MR MR/CV 03/12
REVIEWED CV CV 12/15
GENERAL NOTES FOR CURB RAMPS
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
1,2/4 _ 44:1115
Cha rson R.C.E. 19246 _ Clete
DRAWING
NUMBER G -32A
1 3/4"x 1 3/4"
12 Gauge Post
6'
Unless Otherwise Shown on Plans),
2"±
NOTES
1. Structural steel tubing used for
post & sleeves shall be
galvanized 12 gauge cold rolled
steel, of the nominal dimensions
shown hereon and meet the
requirements of ASTM A446
Grade A.
2. Galvanizing shall be per ASTM
A525. Posts & sleeves shall
have 7/16" dia. holes
spaced 1" o.c. ± 1/8"
shall have no more variation in
straightness than 1/16" in
3'. Posts shall be square
within ± 0.014", have twist
no greater than 0.062" in 3' and
have corner radii of 5/32"
1/64".
3. The signs shall be mounted
on posts in accordance with
Section 56, " Signs" of the State
Standard Specifications. All
fastening hardware is to be
provided by the Contractor.
4. Maximum sign size 5.2 sq. ft.
2 1/4"x 2 1/4"
12 Gauge Post _
2"x 2"-12 Gauge
Post
1 m
8.25'
to
center
of
s
E
o
3"
I I
o
o
o
o
o
o
o
o
o
o
o
3/8" Rivet ( typ.)
Rivet Specification
Dimension: 3/8" Dia. Shank
7/8" Dia. Head
Grip Range: . 200—.356
Finish: Electro—Galvanize
AS1M—B-633
Type III SCI
o
o
o
0 3/8" Rivet ( typ.)
0 0
h2 1/4" Anchor Sleeve
A
J
777
Ju
o
o
o
o
c0
Existing
Ground
2" Anchor Post
Revision By ApprovedDate
SAN DIEGO REGIONAL STANDARD DRAWING
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
Updated D. Gerechoffer 15 — Dec
12/17/2015
BREAK - AWAY SIGN POST
Ch irperson R.C.E. 19246 Date
DRAWING
M-45NUMBER
6 1/2IMN
SECTION
w
J
C-)
SECTION B - B
PIPE TO BE FINISHED
FLUSH WITH CURB
GUTTER
APPROVED DRAIN PIPE SIZES
PIPE SIZE CURB HEIGHT AT CURB FACE
3" 6" TO 8"
4" 8"
6" 10"
3-1/2"
MIN
SECTION A - A
r
ct
UI
dl
w
J
NOTES - 2'
1. PIPE SHALL BE ONE CONTINUOUS LENGTH FROM PROPERTY LINE TO CURB LINE.
2. MULTIPLE PIPES TO BE SET A MINIMUM DISTANCE OF D/2 APART ( 3 MAX).
3. CONCRETE SHALL BE 520-C-2500.
4. PIPE SHALL BE CIRCULAR RIGID PLASTIC OR APPROVED EQUAL.
5. CORING OF EXISTING CURB MAY BE USED AS AN ALTERNATIVE.
6. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB.
GUTTER
DRAIN SHALL NOT BE CONSTRUCTED
WITHIN THE HATCHED AREA
BLOCK CORNER
Revision By Approved Date
ORIGINAL
Edited T.R.
Kercheval
T. Regello
12/75
10/15
Edited M.W M. Widelski 10/18
SAN DIEGO REGIONAL STANDARD DRAWING
SIDEWALK UNDERDRAIN PIPE
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
324/2022
Chairperson R.C.E. 52241 Date
Reviewed RP S. Engeda 03/22 DRAWING
D-27NUMBER
A
I
ELEVATION SHOWN ON PLANS
N
N
L
t
SECTION A - A
6x6 - W1.4 x W1.4 WWR
INLET CONSTRUCTION
SYMBOL ABOUT
EXCEPT FOR
MULTIPLE PIPE
INSTALLATIONS
SEE NOTE 1)
SEE NOTE 4
6x6 - W1.4 x W1.4 WWR
SECTION B - B
ELEVATION SHOWN
ON PLANS 6"--
1 1.5 D + 9"
CO
MIN 6" AROUND
PIPE INLET
I 6"
waRzaw
SLOPE VARIES
SECTION C - C
A
NOTES
1. WHEN MORE THAN ONE PIPE IS USED THE PROFILE VIEW SHOWN SHALLHOLD THE DISTANCE ACROSS ALL PIPE OPENINGS. SECTION A - A AND B - B SHALL BE FROM THE OUTERMOST PIPE. THE DISTANCE BETWEEN PIPES SHALL BE D/2 FOR ROUND AND SPAN/3 FOR ARCH PIPE ( 1' MINIMUM).
2. CULVERT SHALL BE CUT OFF EVEN WITH APRON SURFACE WHEN REQUIRED BY THE AGENCY. LEGEND ON PLANS
3. USE INLET APRON ONLY WHERE A FLARED END SECTION CANNOT BE UTILIZED.
4. PLACE WEEP HOLES WHEN REQUIRED BY AGENCY.
Revision By ApprovedDate
ORIGINAL Kercheval 12/75
SAN DIEGO REGIONAL STANDARD DRAWING
Edited T.R. T. Regello 10/15
Edited M.W. M. Widelski 10/18
Reviewed RP S. Engeda 03/22
INLET APRON FOR CULVERTS
UP TO 42" DIAMETER
RECOMMENDED BY THE SAN DIEGO
REGIONAL STANDARDS COMMITTEE
3/21/2022
Chairperson R.C.E. 52241 Date
DRAWING
D_39NUMBER
10/ 25/ 2018
TYPE A
CONTIGUOUS
SIDEWALK
TYPE B
NON-CONTIGUOUS
SIDEWALK
TYPE C
WITH CURB
NO SIDEWALK
TYPE D
NO CURB
24" FROM PROPERTY
LINE.EDGE OF PAVEMENT
OR EDGE OF RIGHT OF WAY
24 METER BOX
NOTE:
ROAD SURFACE
1. METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS.
2. WHERE SERVICE LATERAL CROSSES A NEW CURB, THE
LOCATION SHALL BE MARKED BY STAMPING A " W" IN THE
FACE OF THE CURB AT THE CROSSING POINT.
3. METER BOX SHALL BE INSTALLED 9" FROM BACK OF BERM,
CURB, OR SIDEWALK.
4. AN EASEMENT MAY BE NEEDED DEPENDING ON LOCATION OF METER BOX.
REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
UPDATED B SMITH 03/25/11
METER BOX LOCATIONS
3j7j it
BRIAN SMITH DATE
R.C.E. 39926
STD. DWG. 1-4
a 7' MAX.
TYPE
A
TYPE
B
TYPE
C
TYPE
D
NOTES
SIDEWALK J
CONC. APRON
4' x 4' x 8" THICK
CONC. APRON
4' x 4' x 8" THICK
COLD JOINT STRIP
3'
LSIDEWALK
CONC. APRON
4'x4'x8"THICK
24"
2 1/2"
CURB FACE
CURB OR
ASPHALT
BERM
CURB OR
ASPHALT
BERM
CURB OR
ASPHALT
BERM
3 OUTLETS 2 OUTLETS
1 APRON, WHERE REQUIRED
2 DISTANCE FROM HYDRANT TO TOP OR TOE OF SLOPE, MINIMUM 3' REQUIRED. 3 WHERE HYDRANT IS NOT PROTECTED BY A VERTICAL FACE CURB, PROTECTIVE POSTS MAY BE REQUIRED BY DIS I HICT. SEE STD. DWG. 4-3 FOR DETAILS.
4 HYDRANT SHALL BE LOCATED 5' FROM CURB RETURN, 5' MIN. FROM DRIVEWAY, ON PROPERTY LINE EXTENSION, OR AS SHOWN ON PLANS.
REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
UPDAIEL) 8. SMITH 03/25/11
FIRE HYDRANT LOCATIONS
u,.A:v, c-vv,x)40-1 7Ji(C r'
BRIAN SMITH © ATE
R.C.E. 39926
STD. DWG. 4-2
NOTES
2" AC PAVEMENT
FINISH
GRADE
NO SCALE
TOP VIEW 0
THROUGH
SLOT
1 PIPE SHALL BE SAW OR MACHINE CUTON EACH END,NO BEVELED OR BELL SECTIONS 2 FOR % JUNE VALVE ANCHOR BLOCK INSTALLATION SEE STD. DWG. 5-5 3 VALVES DEEPER THAN 5' REQUIRE A VALVE STEM EXTENSION
4 EXTENSION STEMS SHALL NOT BE ATTATCHED / BOLTED TO OPERATING NUT 5 MATERIALS SHALL BE SELECTED FROM THE VID APPROVED MATERIAL LIST ITEM
NO.
SIZE AND DESCRIPTION
ITEM
NO. SIZE AND DESCRIPTION
RESILENT WEDGE GATE VALVE 4 B" PVC DR - 14 PIPE x REQUIRED LENGTH OF GATE WELL 2 6" HIGH x 6" WIDE COMPACTED
ASPHALT - CONCRETE RING 5
SUPPORT WITH ( 2) 2" x 2" x 12" LONG REDWOOD
BLOCKS OR THE CONCRETE VALVE BLOCKING
3 VALVE STEM EXTENSION SEE NOTES 3 & 4 6 12' x 8" GALVANIZED SLEEVE, 20 GUAGE 7 8" x 6" GATE WELL LID SEE APPROVED VID MATERIAL LIST
REVISIONS APPROVED DATE VISTA IRRIGATION DISTRICT
UPDAT=E B. SMITH 3/25/11
VALVE WELL INSTALLATION
BRIAN SMITH
R.C.E 39926
DATE
STD. DWG. 5-3
203
Appendix J:
Sample Public Notification Documents
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 endeav or 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 City Inspector Construction Contractor Name Name Name
Engineering Department Engineering Department Company
760) 643-____________( 760) 726- 1340 x-____ Phone number @cityofvista. com ------ @cityofvsita. com E-mail address Sincerely,
Project Manager Name
City of Vista, Engineering Department
NOTIFICACION
Movilidad Peatonal 2023
Proyecto de Banquetas
El trabajo comenzara MONTH YEAR y terminará MONTH YEAR
La ciudad de Vista ha contratado a ____________ de ____________, CA para la construcción de banquetas y entradas por las siguientes calles:
Woodrail Drive a Gannet Drive
La construcción requiere control de tráfico para poder trabajar. Las entradas y tráfico peatonal en las áreas mencionadas anteriormente serán temporalmente afectadas.
El acceso vehicular en el área de construcción también será temporalmente afectado, pero las calles se mantendrán abiertas al tráfico.
Esperamos completar este trabajo lo más pronto posible con mínimas molestias. Le agradecemos su comprensión y cooperación durante la construcción de este proyecto.
Si tiene alguna pregunta o preocupación durante la construcción, por favor comuníquese con cualquiera de las siguientes personas:
Gerente del Proyecto Inspector de la Ciudad Contratista de Construcción Name Name Name
Departamento de Ingeniería Departamento de Ingeniería Company 760) 643-____________( 760) 726- 1340 x-____ Phone number @cityofvista. com ------ @cityofvsita. com E-mail address Atentamente,
Gerente del Proyecto para la Ciudad, Name
Ciudad de Vista, Departamento de Ingeniería
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 Ciudad de Vista
Departamento de Ingeniería
AVISO
Proyecto de mejoramiento de
banquetas para el año 2022
No habrá estacionamiento
De las 7: 00am hasta las 5: 00pm
Sentimos la molestia
Su lado de la calle debe estar libre de vehículos estacionados el día:
para que el contratista pueda construir nuevas banquetas y entradas de autos en su vecindario.
Ya que se prohibirá el estacionamiento en la calle y su entrada temporalmente, estacione su coche en el lado 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 SERÁN REMOLCADOS
No se permitirá el uso de su entrada de carro hasta que se concluya la construcción de la banqueta. Por favor obedezca todas las indicaciones de la zona de construcción.
Por favor no permita que el agua corra por el camino de la entrada, sobre la banqueta, o en el canal durante la construcción de la calle. Esto ayudará que el concreto se seque. Si la colección de basura está programada para esa fecha, por favor asegúrese que los botes de su basura estén afuera a las 6: 00am. Se proporcionará acceso a su casa para la colección de la basura.
Bajo condiciones normales de clima, generalmente su calle debe ser accesible después de las 5:00pm. Sin embargo, problemas imprevistos y retrasos de construcción podrían afectar la fecha de terminación del proyecto. Si el trabajo se retrasa por lluvia o por circunstancias imprevistas, será reprogramado y se le notificará en un lapso de 2 semanas.
Estamos conscientes de las molestias causadas por acceso limitado a su casa.
Por favor, comprenda que las molestias ocasionadas en este tiempo son temporales y menores en comparación con la comodidad de tener banquetas nuevas en su comunidad.
GRACIAS POR SU COLABORACION
Ciudad de Vista, Departamento de Ingeniería, ( 760) 7639- 6113 204
Appendix K:
Project Sign Layout Example
City of Vista
Pedestrian Mobility Sidewalk Project
Construction Schedule:
Dec 2023 to March 2024
Vista City Council
Mayor John B. Franklin
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
Project financed by:
The United States Department of
Housing and Urban Development—
Community Development Block Grant
Working Together to Build a Better Community!
205
Appendix L:
City of Vista Encroachment Permit
ENCROACHMENT PERMIT APPLICATION FORM
Please print required information
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 SERVICE ALERT AT
1- 800- 422- 4133)
2) WORKING DAYS PRIOR TO WORK
UNDERGROUND SERVICE ALERT NO.
THIS PERMIT IS INVALID WITHOUT THIS NUMBER
CONTRACTOR' S MAILING ADDRESS:
CITY ZIP
EMAIL ADDRESS:
A CASH SECURITY is required for trench excavation or any work not covered by construction bonds. CASH SECURITY shall be a minimum of $ 500 or equal to the cost of the proposed improvements within the City' s right- of- way. CASH SECURITY may be returned as follows. For deposit amounts greater than $ 500, ninety percent ( 90%) of the CASH SECURITY 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 will be retained for a period of ( 1) year after the date that the work is completed. CASH SECURITY will be forfeited and used to correct defects, unacceptable work, trench failures or subsidence if corrective work is not completed within ( 5) working days after notification.
PHONE#: FAX#:
STATE LICENSE NUMBER BUSINESS LICENSE NUMBER
DESCRIPTION OF WORK:
JOB SITE CONTACT:
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.
CELL PHONE #
START
DATE
ESTIMATED
COMPLETION DATE
THE FOLLOWING MUST BE INCLUDED OR EMAILED
WITH PERMIT APPLICATION: 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.
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)
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.
CALOSHA PERMIT ( 1 COPY)
PLEASE SEND EMAIL SUBMISSIONS TO THE
FOLLOWING EMAIL ADDRESS:
encroachmentpermit@ci. vista.ca.us
SIGNATURE
PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT - CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON Version Date July 2023
CITY OF VISTA
Requirements for Encroachment Permits
1. Must have StateContractor’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 CompensationInsurancewith the City of Vista asCertificate Holder.
7. Must have Liability Insurancewith the City of Vista listed asthe 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
8. Must have $1,000,000.00 of pollution liability insuranceif doing any work on or within public sewer manholesor public sewer mains.
9. Must adhere to the attached City Notices for Traffic Control, Materials, and Stormwater standards.
10. Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $1,669.85plus 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 returnedasfollows.
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
PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance Endorsements must cover Ongoing and Completed Operations ***** 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. 200 Civic Center Drive * Vista, CA 92084 * 760- 639- 6111 * Fax 760- 639- 6112 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 – ½” Med. C2- PG 64- 10 RAP, Min. . 10 thick Base course – ¾” 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 II/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. 200 Civic Center Drive * Vista, CA 92084 * 760-639-6111 * Fax 760-639-6112
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
PROJECTS**
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
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
BID PROPOSAL
From: LC Paving & Sealing. Inc. , Bidder,
To: City of Vista, City Clerk's Office
200 Civic Center Drive
Vista, CA 92084-6275
For: The construction of
STREET IMPROVEMENTS
as specifically set forth in documents entitled
2025 Pedestrian MOBILITY SIDEWALK PROJECT ( C.I.P. No. 8290) Lado de Loma Drive From Eddie Drive to Guajome Street
Guajome Street From Lado de Loma Drive to Mercantile Street The undersigned hereby proposes and agrees that if his bid as submitted in the attached BID SCHEDULE be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the BID SCHEDULE forming a part hereof.
The undersigned hereby submits either a Bid Bond or Bid Security in the form of Cash, a Cashier's Check, or a Certified Check, using the forms included in these Bid Documents, properly made payable to CITY OF VISTA, hereinafter designated as the Agency, in an amount that is at least ten percent ( 10%) of the total base bid amount. The Bid Bond or Bid Security is attached hereto and is given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety's liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.
27 It is understood and agreed that:
1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.
2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.
3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.
4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of ninety ( 90) calendar days after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.
5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.
6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder. 7 In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract."
8. Receipt of Addenda No. 1 through _ is hereby acknowledged. ( If none, write " NONE"). 28 9. The prospective bidder certifies, by INITIALING AFTER THE FOLLOWING STATEMENT and by signing and submitting this bid, to the best of his or her knowledge and belief, that:
No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federalco tract, grant, loan, or cooperative agreement.
Initials
If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, " Disclosure of Lobbying Activities," in accordance with its instructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certifications shall be subject to a civil penalty of not less than $ 10,000 and not more than $ 100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $ 100,0000 and that all such sub - recipients shall certify and disclose accordingly.
10. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached BID SCHEDULE upon which award of the Contract is made.
Continued on next page)
29 DATE: a\O• l , 20 Z5- BIDDER'S to LC Paving & Sealing, inc.
BY
Sign
Jose Salinas
Printed Name
TITLE President
BY
Signature
Printed Name
TITLE
CORPORATE SEAL) BIDDER'S MAILING ADDRESS:
Name and address of all members
of the firm or names of all officers
of the corporation.
620 Alpine Way Escondido, CA 92029
CORPORATION ORGANIZED UNDER THE LAWS
Jose Salinas; President, Vice President OF THE STATE OF and Secretary California
CONTRACTOR'S LICENSE # 621610
EXPIRATION DATE 08/31/2026
CONTRACTOR'S LICENSE CLASS A, B, & C-12
SURETY OR SURETIES:
Alliant Insurance Services, Inc
INSURANCE COMPANY:
Ce .witA MAI& ( v 5 . Ca .
I certify ( or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct:
Date C TRACTOR'S SIGNATURE
30 BID SCHEDULE
To be completed through the City's Electronic Bidding System ( OpenGov) Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of
STREET IMPROVEMENTS
as specifically set forth in documents entitled
2025 Pedestrian MOBILITY SIDEWALK PROJECT ( C.I.P. No. 8290) Lado de Loma Drive From Eddie Drive to Guajome Street
Guajome Street From Lado de Loma Drive to Mercantile Street all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.
All items shall be finished and functional per Plans and the Contract Documents. Items designated with an S' in the Bid Item column of the Bid Schedule are Specialty Items per Subsection 2-3.2 (" Self Performance") of the San Diego Regional Supplement to the Greenbook. There are NO designated Specialty Items in this Project.
Bid Items For
2025 PEDESTRIAN MOBILITY SIDEWALK PROJECT ( C.I.P. No. 8290)
LADO DE LOMA DRIVE FROM EDDIE DRIVE TO GUAJOME STREET
GUAJOME STREET FROM LADO DE LOMA DRIVE TO MERCANTILE STREET
TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC BIDDING SYSTEM
OPENGOV
NOTE 1: The Bid Schedule Worksheet on pages 32-34 are only provided as a reference for preparing the bid. Only the unit prices and totals entered in the OPENGOV bidding system will be considered valid for purposes of the City's bid evaluation. The low bidder bid schedule from OPENGOV will be printed and inserted into the final contract documents.
NOTE 2: Unit prices shall prevail over extended total and grand total prices. Late bids will not be accepted. The following " Description of Base Bid Items" is part of the Bid Schedule and will be printed and inserted into the final contract documents. 31 BID SCHEDULE WORKSHEET
Provided for reference only, see NOTE 1 page 31)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC BIDDING SYSTEM
OPENGOV
Base Bid Items
Bid
Item Description Of Work Qty. Unit
GENERAL
1 Mobilization, Demobilization, bonds & insurance. ( 5% maximum of Total Base Bid)
1 LS
2 Project Information Sign 2 EA
3 Public Notification per Supplementary General Provisions, Section 7-12.2 1 LS
4 Storm Water Pollution Prevention and Erosion Control 1 LS 5 Traffic Control and Construction Staging for all work 1 LS 6 Utility Potholing and Coordination 1 LS
7 Unforeseen Field Conditions ( stipulated amount) 25,000 8 Record Drawing (" As - Built") Plans ( stipulated amount) 2,000 REMOVAL: DISPOSAL / SALVAGE / REPLACEMENT / RECONSTRUCT / RELOCATE /
ADJUSTMENT
9 Clearing, Grubbing, tree trimming, Sawcutting, and Removals of existing vegetation, roots, concrete, asphalt, and other existing improvements interfering with new work
1 LS
10 Relocate, Reconstruct, Rotate or Replace existing
mailbox and post per City of Vista Standard Drawing SRF-04 including reflective address numbers in front and side of mailbox ( 2" minimum)
18 EA
11 Reconfigure Existing Private Irrigation Systems
and Replace Groundcoverto Match Existing Private
Landscaping Disturbed by Construction.
1 LS
EARTHWORK
12 Unclassified excavation and fill 1 LS
GENERAL SURFACE IMPROVEMENTS
13 6" wide pervious concrete infiltration swale with Mirafi 180N fabric on 6" of aggregate base per Detail 13 on Sheet 2 of 254 SF 32 Bid
Item Description Of Work Qty. Unit
14 6" Asphalt concrete pavement for full depth pavement restoration, 1' wide slot patch ( Use 160 lbs/cf for estimating quantities)
58 TN
15 4' wide 2 - inch - Deep Cold Mill adjacent to new curb and gutter, cross gutter and ADA ramps
5,695 SF
16 4' wide 2" overlay adjacent to new curb and gutter, cross gutter and ADA ramps per plan
76 TN
17 6" Type ' G' curb and gutter per SDRSD No. G-2 with 6" aggregate base 1315 LF
18 Concrete Cross Gutter with spandrel per SDRSD No. G-12 on 12" aggregate base 1607 SF
19 6" wide monolithic retaining curb per SDRSD G -27B 174 LF 20 4" PCC sidewalk per SDRSD G-07 with 6" aggregate base 3,100 SF 21 Asphalt transition sidewalk and AC dike per detail 13 on Sheet 2 4 EA
22 PCC Driveway Entrance per SDRSD G -14A per plan with 6" aggregate base 450 SF
23 PCC Driveway Entrance per SDRSD G -14D confined driveway per plan with 6" aggregate base 1,815 SF
24 PCC curb ramp with detectable warning surface per G-29 Type C on 6" aggregate base
4 EA
GENERAL SURFACE IMPROVEMENTS - PRIVATE FRONTAGE IMPROVEMENTS 25 254 Lado De Loma Drive ( STA 7+66.12), AC driveway per plan
1 LS
26 258 Lado De Loma Drive ( STA 8+10.44), AC driveway, PCC private sidewalk, and PCC private steps per plan
1 LS
27 266 Lado De Loma Drive ( STA 8+85.63), PCC driveway and PCC private sidewalk per plan
1 LS
28 282 Lado De Loma Drive ( STA 10+97.60), PCC driveway per plan
1 LS
29 288 Lado De Loma Drive ( STA 11+44.06), PCC driveway per plan
1 LS
30 292 Lado De Loma Drive ( STA 11+85.67), PCC driveway and block wall per plan
1 LS
31 Private Road Astro Court ( STA 12+44.97), AC driveway per plan
1 LS
32 314, 320-322 Lado De Loma Drive ( STA 12+44.97), AC
driveway per plan
1 LS
33 249 - 253 Guajome Street ( STA 1+46.96), PCC driveway per plan
1 LS
34 249 - 253 Guajome Street ( STA 1+78.45), AC driveway per plan
1 LS
33 Bid
Item Description Of Work Qty. Unit
35 247 - 249 Guajome Street ( STA 2+60.09), PCC driveway per plan
1 LS
36 241 Guajome Street ( STA 3+09.63), AC driveway per plan 1 LS 37 231 Guajome Street ( STA 5+55.44), AC driveway per plan 1 LS
UTILITY IMPROVEMENTS
38 3" PVC underdrain per D-27 and Concrete Inlet Apron per D-39 2 EA 39 Document existing striping to replace in kind, remove conflicting markings, replace striping, paint red curb, relocate signs and install new signs per plan
1 LS
40 Adjust VID Water Valve Cover to Finish Grade ( stipulated amount)
14 EA x
150
2,100
EA
41 Adjust VID Water Meter to Finish Grade 1 EA
42 Adjust SDGE Gas Valve Cover to Finish Grade ( stipulated amount)
1 EA x
150
4150
EA
43 Adjust City of Vista 36" manhole to Finish Grade 1 EA 44 Hydroseeding with bonded fiber matrix for erosion control for areas disturbed by construction
220 SF
BID SCHEDULE WORKSHEET - END
Provided for reference only, see NOTE 1 page 31)
BID SCHEDULE TO BE COMPLETED THROUGH THE CITY'S ELECTRONIC BIDDING SYSTEM
OPENGOV
Description of Base Bid Items:
Scan and Include with Bid package)
GENERAL
Bid Item 1, Mobilization & Demobilization, bonds & insurance. 5% maximum of Total Base Bid : Bid item shall include full compensation for all bonds, insurance, sureties, licenses, permits, facilities, labor, equipment and material necessary to complete all work required in advance of construction operations, and upon the initiation of construction operations, to mobilize all required equipment, materials and personnel on - site, and complete all associated and appurtenant work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The Bid Item shall also include all labor, equipment and material required to clean-up and restore the site, demobilize and remove all equipment, materials, and staging, and complete all work required at the end of construction operations in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The lump sum price for this item shall not exceed 5% of the total contract price ( 5% maximum of Total Base Bid). 34 Bid Item 2. Project Information Sign: Bid item shall include full compensation for labor, materials and equipment to fabricate, install and maintain project information signs, placed at each end of the project, providing project and funding information throughout project duration.
Bid Item 3. Public Notification per Supplementary General Provisions. Section 7-12.2: Bid item shall include all necessary labor, equipment, materials, and all other related costs for preparation, copying, and distribution shall be considered as included in the lump sum price Bid for Public Notification Bid Item 4 Storm Water Pollution Prevention and Erosion Control: Bid item shall include full compensation for submitting the required storm water permit ( located in the appendix) including all labor, equipment and materials required to complete all work necessary to install, maintain, repair and replace all temporary construction BMPs to prevent the discharge of any materials into the storm drain system. No additional compensation will be made.
Bid Item 5. Traffic Control and Construction Staging for all work: Bid item shall include full compensation for all labor, equipment and materials required to complete all work required to prepare, submit and obtain approved site - specific Traffic Control Plans from the City of Vista Traffic Engineering Department and handle traffic ( including flagging costs and person(s) to safely control pedestrian and vehicular traffic, and maintain two-way vehicle traffic at all times), furnish tools, equipment and incidentals, and for doing all work involved in staging constructing, furnishing, placing, removing, storing, maintaining, moving to new locations, replacing and disposing of the components of the traffic control system ( including traffic control devices, temporary steel plate bridging, temporary road resurfacing); installation and removal of all required temporary striping and signing associated and appurtenant work as specified in the Standard Specifications, the Supplementary General Provisions, per plans and as directed by the Engineer. No additional compensation will be made.
Bid Item 6, Utility Potholing and Coordination: Bid item shall include full compensation for all coordination, labor, equipment, and material required to pothole, CCTV, document pre- or post - condition, locate, protect and restore all existing utilities and improvements which " may be affected" or " are affected" by the Work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer. The location, protection, and restoration of existing utilities and improvements, specifically identified for payment under other bid items shall not be included for payment within this bid item. All other locations, protection and restoration required to complete the Work shall be incorporated into this bid item.
Bid Item 7, Unforeseen Field Conditions ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required to repair, construct, rehabilitate, remove, dispose, relocate, adjust any necessary and unforeseen site feature, utility infrastructure, surface improvements, or unsuitable soil condition, as directed by the Engineer, according to these specifications. No additional compensation will be made. This Bid Item is not subject to Section 3 Changes In Work, and no payment will be made unless the Engineer provides a written Notice to Proceed, or written approval for this bid item.
Bid Item 8, Record Drawing (" As - Built") Plans ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required to provide City with accurate " red line" plans showing the exact location of all improvements, existing utilities, that have been modified as part of the Work.
DEMOLITION: REMOVE / DISPOSE / SALVAGE / REPLACE / RECONSTRUCT / RELOCATE / ADJUST / ABANDON Bid Item 9, Clearing, Grubbing, tree trimming Sawcutting, and Removals of existing vegetation, roots. concrete. asphalt, and other existing improvements interfering with new work: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to remove and legally dispose all natural and artificial objectionable material within the limits of excavation, as required to complete the Work and additional clearing and grubbing as may be identified within the Contract including but not limited to, landscaping, vegetation, trees, tree trimming, roots, stumps, irrigation, yard drains, concrete pavement, pavers, concrete walks, curbs, gutters, cross gutters, spandrels, curb ramps, curb 35 returns, driveways, sawcuts, cold plane, all AC and concrete surface improvements, mailboxes, fencing, walls, gates and private encroachments in the right of way ( which interfere with the proposed work) in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions 300-1, as shown on the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. Existing thickness may vary. No additional compensation will be made.
Bid Item 10. Relocate, Reconstruct. Rotate and Replace existing mailbox and post: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to relocate, reconstruct, rotate or replace existing mailbox and post per City of Vista Standard Drawing SRF-04 including reflective address numbers in front and side of mailbox ( 2" minimum), including coordination with property owner, as shown on the plans, in accordance with the Contract Drawings, Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions and as directed by the Engineer, any other related work shall be considered as included or included in the costs of other work. Work associated with notification and any coordination with property owner and/or mail agency is included in the cost of work for this bid item. No additional compensation will be made.
Bid Item 11, Reconfigure Existing Private Irrigation Systems and Replace Groundcover to Match Existing Private Landscaping Disturbed by Construction.: Bid item shall include full compensation for all labor, materials, and equipment required to reconfigure private irrigation affected by the proposed improvements, verify irrigation working order, replace turf/groundcover to match private landscaping as directed by the Engineer, shown on the plans, according to these specifications, plumbing code and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
EARTHWORK
Bid Item 12. Unclassified excavation and fill: Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary for the roadway, parkway, slope excavation, transitions to existing, grading, compaction, dewatering, export excess material, borrow, subgrade preparation and restoration as required to complete the Work in accordance with the Standard Specifications, the Supplementary General Provisions, the Supplementary Technical Provisions 300-2, typical section as shown on the Plans, the Plans and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
GENERAL SURFACE IMPROVEMENTS
Bid Item 13. 6" wice ; Pervious concrete infiltration swale with Mirafi 180N fabric on 6" of aggregate base per Detail 13 on Sheet 2 of Plans.: Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of pervious concrete and Mirafi fabric, in accordance with the 2012 Standard Specifications for Public Works Construction (" Greenbook") Section 201-1.6 & 303-8 Pervious Concrete, in conjunction with the Supplementary Technical Provisions ( Section 303-8) and as directed by the Engineer, called for in the plans and any other related work shall be considered as included or included in the costs of other work an no additional compensation will be made.
Bid Item 14. 6" Asphalt concrete pavement for full depth pavement restoration ( Use 16O fbs/cf for estimating Quantities): Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of asphalt concrete, i.e. Hot Mix Asphalt ( HMA), compacted in place. The Work shall include, but may not necessarily be limited to prime coat, tack coat, distribution, spreading, rolling, compacting, joining, adjusting resetting) of manholes and other structures, associated and appurtenant work, in accordance with Section 302-
5. of the Supplementary General Provisions, the Standard Specifications, the Supplementary Technical Provisions 36 and as directed by the Engineer, called for in the plans and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 15, 4' wide 2 -inch - Deep Cold Mill adjacent to new curb and gutter. cross gutter and ADA ramps : Bid item shall include full compensation for all labor, equipment, material, and mobilization for the removal of 2 -inches of existing AC pavement. The Work shall include milling, removal, hauling, disposal, and associated work, in accordance with Section 302-1 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer, called for in the plans and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 16, 4' wide 2" overlay adracentto new curb and gutter. cross gutter and ADA ramps : Bid item shall include full compensation for all labor, equipment, material, and mobilization for installation of and 2 - inch surface course of asphalt concrete. C2 - PG 64-10 RAP, compacted in place. The final AC surface will be completed at the end of the project to provide a clean, uniform, and finished look throughout the project limits. The Work shall include, but may not necessarily be limited to tack coat or trackless tack coat, distribution, spreading, rolling, compacting, joining, adjusting ( resetting) of manholes and other structures, associated and appurtenant work, in accordance with Section 302-5 of the Supplementary General Provisions, the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer and any other related work shall be considered as included or included in the costs of other work.
No additional compensation will be made.
Bid Item 17,6" Type ' G' curb and utter per SDRSD No. G-2 with 6"' a gregate base: Bid item shall include full compensation for all labor, equipment and material required to construct 6" curb and gutter per SDRSD G-2, on minimum of 6" class 2 base under curb and gutter as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. This bid item includes curb and gutter work associated with curb ramps, driveway curb openings or driveway sidewalk transition panels. No additional compensation will be made.
Bid Item 18. PCC Cross Gutter per SDRSD No. G-12 with 12" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to construct concrete cross gutter and spandrel per SDRSD G-12, on minimum of 12" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item wide monolithic retaining curb per G -27B per plan with 6" a regate base: Bid item shall include full compensation for all labor, equipment and material required to construct monolithic retaining curb behind sidewalk per SDRSD G -27B Section A -A, on minimum of 6" class 2 base under curb as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 20, 4" PCC sidewalk per SDRSD No. G-07 with 6" aggregate_ base: Bid item shall include full compensation for all labor, equipment and material required to construct concrete sidewalk per SDRSD G-07, on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid item 21. Asphalt transition sidewalk and AC dike per detail 13 on Sheet 2: Bid item shall include full compensation for all labor, equipment and material required to construct 3" min thickness Asphalt concrete transition sidewalk on 6" thick 90% recompacted native soil per detail 13 on sheet 2 of the Plans as directed 37 by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 22. PCC Driveway Entrance oer SDRSD No. G -14A Der plan with 6" aggregate base: Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14A as modified per plan on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 23. PCC Driveway Entrance per SDRSD No. G-146 confined driveway per plan with 6" aggregate base:
Bid item shall include full compensation for all labor, equipment and material required to dowel new driveway into existing driveway, construct concrete driveway per SDRSD G -14D as modified per plan on 6" compacted aggregate base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 24, PCC curb ramp with detectable warning surface per SDRSD No. G-29 Type C on 6" aggregate base :
Bid item shall include full compensation for all labor, equipment and material required to construct concrete curb ramps with truncated domes ( dark grey color), sidewalk, and 6" aggregate base per SDRSD G-29 as directed by the Engineer, shown on the plans, according to these specifications, curb ramp checklist and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
GENERAL SURFACE IMPROVEMENTS - PRIVATE FRONTAGE IMPROVEMENTS Bid Item 25, 254 Lado De Loma Drive ( STA 7+66.12). AC driveway per plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway of minimum 4" of AC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 26, 258 Lado De Loma. Drive ( STA 8+10.44), AC driveway, PCC private sidewalk. and PCC private steps per plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, PCC sidewalk minimum 4" PCC on minimum of 6" class 2 base, and 6" wide, 6" high G-01 PCC curbs on minimum 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, reconstruction of private PCC sidewalk and PCC steps per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 27, 266 Lado De Lorna Drive ( STA 8+85.63), PCC driveway and PCC private sidewalk per Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, 38 minimum 4" AC on minimum of 6" class 2 base, and PCC sidewalk minimum 4" PCC on minimum of 6" class 2 base directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, reconstruction of private PCC sidewalk per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made
Bid Item 28, 282 Lado De Loma Drive ' STA 10+97.60), PCC driveway per plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, and PCC sidewalk minimum 4" PCC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made Bid Item 29. 288 Lado De Loma Drive ( STA 11+44.06), PCC driveway per plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 5.5" of PCC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made Bid Item 30, 292 Lado De Loma Drive ( STA 11+85.67), PCC driveway and block wall per plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 5.5" of PCC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made Bid Item 31, Private Road Astro Court ( STA 12+44.97), AC driveway per Plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made. 39 Bid Item 32, 314, 320-322 Ladd De Lorna Drive ( STA 12+44.97), AC driveway per Dian: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 33, 249 - 253 Gualome Street ( STA 1+46.96). PCC driveway Der -) lan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 5.5" of PCC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 34,249 - 253 Guaiome Street ( STA 1+76.45), AC driveway Der Dlan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residentialdriveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 35 247 - 249 Gualome Street STA 2+60.09), PCC driveway per Dian: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 5.5" of PCC on minimum of 6" class 2 base as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
Bid Item 36, 241 Guaiome Street ( STA 3+09.63), AC driveway per Dian: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made. 40 Bid Item 37, 231 Gu Jome Street ( STA 5+55.44). AC driveway per ' plan: Bid item shall include full compensation for all labor, equipment and material required to construct concrete driveway transition between existing driveway improvements and new driveway entrance construction, minimum 4" AC on minimum of 6" class 2 base, as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Bid Item includes the replacement of residential driveway per plan, and any required private surface, grading, landscaping, irrigation, or utility adjustments or replacements in kind, between the existing driveway improvements and new driveway entrance construction along the frontage of the property. PCC sidewalk and driveway entrance per G -14D is not included in this bid item. No additional compensation will be made.
UTILITY IMPROVEMENTS
Bid Item 38. 3" PVC underdrain per D-27 with Concrete Inlet Apron Der D-39: Bid item shall include full compensation for all labor, equipment and material required to construct 3" PVC underdrain per SDRSD D- 27, concrete inlet per SDRSD D-39 as shown on the plan, as directed by the Engineer, according to these specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
Bid Item 39, Document existing striping to replace in kind, remove conflicting markings, replace striping, paint red curb. relocate and install signs per plan: Bid item shall include full compensation for all labor, equipment and material required to document and remove existing pavement markings, install or apply new thermoplastic pavement striping, markings, signage, relocate signage on new posts, and furnish and install new signs on new posts per SDRSD M-45 as directed by the Engineer, shown on the plans, according to these specifications and any other related work shall be considered as included or included in the costs of other work. Prior to construction, contractor shall document all signing and striping that will be affected by construction and replace as needed. No additional compensation will be made.
Bid Item 40, Adjust Water Valve Cover to Finish Grade ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required during paving operations to adjust existing water valve covers flush and even with final and temporary finish surfaces per Vista Irrigation District ( VID) Specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by VID forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.
Bid Item 41. Adjust VID Water Meter to Finish Grade: Bid item shall include full compensation for all labor, equipment and material required to adjust existing water meter flush and even with final and temporary finish surfaces per Vista Irrigation District ( VID) Specifications, VID standard drawing DWG 1-1, and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by VID forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.
Bid Item 42, Adjust SDGE Gas Valve Cover to Finish Grade ( stipulated amount): Bid item shall include full compensation for all labor, equipment and material required during paving operations to adjust existing water valve covers flush and even with final and temporary finish surfaces per San Diego Gas and Electric SDGE) Specifications and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made. If this work is performed by SDGE forces the Contractor will not be entitled to perform this work. This Bid Item is not subject to Section 3 Changes In Work.
41 Bid Item 43, Ad`ust 36 - inch Manhole to Finish Grade: Bid item shall include full compensation for all labor, equipment and material required to adjust existing 36 - inch manholes to flush and even with final finish pavement surfaces, including concrete collar ( the collar grade elevation shall be 1.5 - inches to 2 -inches below the finished surface), and all associated and appurtenant work in accordance with the Standard Specifications, the Supplementary General Provisions, and as directed by the Engineer and any other related work shall be considered as in the costs of other work. No additional compensation will be made.
Bid Item 44, Hvdroseeding with bonded fiber matrix for erosion control in areas disturbed by construction:
Bid item shall include full compensation for all labor, equipment and material required to hydroseed areas for erosion control disturbed by construction as directed by the Engineer, shown on the plans, according to these specifications and the City of Vista Landscaping Manual, and any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.
END OF BID SCHEDULE ---
42 CONTRACTOR'S LICENSING STATEMENT
The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.
Contractor's License Number: 621610
Contractor's License Class: A, B, & C-12
Expiration Date: 08/31/2026
As described in the INSTRUCTIONS FOR SIGNING BIDS, BONDS AND CONTRACTS, complete and sign the appropriate section for your company)
Name of Individual Contractor ( Print or type):
Signat of Contractor:
Business Address:
or
Name of Partnership or Joint Ventu lrm:
Business Address:
Signature, printed name, title and address of member ping on behalf of the partnership:
Signature: Name: _ Title:
Address:
Signature: Name:
Address:
or
Name of Corporation: LC Paving & Sealing, Inc.
Business Address: 620 Alpine Way Escondido CA 92029
Corporatio organized der the laws of the State of California.
Jose Salinas, President
Sigr1atu of Officer of Corporation Printed Name and Title Signature of Officer of Corporation Printed Name and Title 2025 Pedestrian MOBILITY Sidewalk Project C.I.P. 8290
LADO DE LOMA DRIVE FROM EDDIE DRIVE TO GUAJOME STREET
GUAJOME STREET FROM LADO DE LOMA DRIVE TO MERCANTILE STREET 43 PROJECT REFERENCES
The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in accordance with the terms of these Plans and Project Specifications.
List ALL contracts with public agencies entered within the past five ( 5) years of the most recent projects for which the Bidder has completed work of similar size and complexity to this project as the General ( or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects. Highlight projects with pervious concrete installation.
Project
No. Date Com letedp
Public Agency Name,
Contact Person & Phone
Project Name and Description of
Work Contract Amount
1. Please See Attached Sheet
2. I
3. 4.
5. 6.
7. Note: Attached pre-printed list to this page to list additional projects. 44 REFERENCES
CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
2022 PEDESTRIAN MOBILITY
467,949.45 - OCT 2022
CITY OF HEMET
445 E FLORIDA AVENUE
HEMET, CA 92543
CDBG 2021/22 ACCESSIBLE SIDEWALK
461,852.50 - APRIL 2023
CITY OF TEMECULA
41000 MAIN STREET
TEMECULA, CA 92590
CITYWIDE CONCRETE REPAIRS
272,369.97 - APRIL 2023
COUNTY OF RIVERSIDE
2950 WASHINGTON STREET
RIVERSIDE, CA 92504
SYCAMORE CANYON BLVD
872,767.25 - DECEMBER 2023
CITY OF SANTEE
10601 MAGNOLIA AVENUE
SANTEE, CA 92071
PROSPECT AVE & MESA RD INTERSECTION
750,927.00 - FEB 2024
CITY OF RIVERSIDE
3900 MAIN STREET
RIVERSIDE, CA 92522
2023/2024 CDBG STREET IMPROVEMENTS
1,412,036.00 - JANUARY 2025
CITY OF BRAWLEY
180 S WESTERN AVENUE
BRAWLEY, CA 92227
STREET IMPROVEMENTS VARIOUS LOCATIONS
1,177,956.00 - NOVEMBER 2024
JASON RIVERA
[email protected]
760.643.5422
DARYL SCHOLES
[email protected]
951.765.2361
RYAN CASTILLO
[email protected]
951.693.3964
DUSTIN RACE
[email protected]
951-203-6272
TAYLOR CARRICO
[email protected]
619-258-4100
DAVID HATCH
[email protected]
951-826-5723
JUAN CABRERA
Cabrera@brawley-ca.,ov
760-344-5800
CONTRACTOR'S LIST OF SUBCONTRACTORS
PROJECT NAME: 2025 Pedestrian MOBILITY SIDEWALK PROJECT ( C.I.P. No. 8290)
LADO DE LOMA DRIVE FROM EDDIE DRIVE TO GUAJOME STREET
GUAJOME STREET FROM LADO DE LOMA DRIVE TO MERCANTILE STREET NAME OF BIDDER: LC Paving & Sealing, Inc
In accordance with Division 2, Part 1, Cha ter 4 of the lic Contract Cade the rime Contractor shall subrnit with its Bic a list of subcontractors wio will perform work in excess of one - calf of one oercent ( 0.5°% of the i r'me Contractps's total Bid or $ 10.000, whichever is greater.
Subcontractors listed must be properly licensed for the type of work they are to perform, and their license numbers must be indicated below. Do not list alternate subcontractors for the same work.
Name under which
Subcontractor is licensed
License No.
and Class
Address of Office,
Mill or Shop
DBE
Yes/No)
Bid
Item
No(s).
Description of
Subcontractor's
Portion of Work
Dollar Value
of
Subcontract
Statewide Stripes 788286 PO Box 600710
San Diego CA
92160
Yes 39 Striping &
Signage 9,845.00
J
IF NO SUBCONTRACTORS ARE LISTED, BIDDER MUST INITIAL ONLY ONE OF THE FOLLOWING OPTIONS:
Initial here if no subcontractor(s) will be performing Work; OR Initial here if all subcontractor(s) will be performing Work valued less than the greater of 0.5% of bid or $ 10,000, whichever is greater.
45 CITY of VISTA
CONTRACTOR'S CERTIFICATION ON FEDERAL CONTRACT
REQUIREMENTS
I hereby certify that I have reviewed the federal construction contract - related requirements ( included in appendices A, B, and C) imposed on the Contractor(s) of CDBG Grant Program- funded construction projects and fully understand all my obligations if the project is awarded to me.
Project Name: Vista Pedestrian Mobility Sidewalk Project CIP 8290 Location: Lado De Loma Street
Amount of Bid: $ $ 944,095.00
LC Paving & Sealing, Inc.
Name of Bidder
Jose Salinas, President
Print Name and Title
620 Alpine Way
Street Address
Escondido CA 92029
City, State Zip Code
46 Company Name:
Certification Regarding Debarment, Suspension, Proposed Debarment, and Other Responsibility Matters Per 48CFR 52.209-5)
1. The Bidder certifies, to the best of its knowledge and belief, that the Bidder and its Principals, and any of its prospective subcontractors for thisaward:
a) Are not presently debarred, suspended, proposed for debarment, or declared ineligible for the award of contracts by any Federal, State or local agency;
b) Have not, within a three-year period preceding this offer, been convicted of or had a civil judgment rendered against them for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public ( Federal, State, or local) contract or subcontract; violation of Federal or State antitrust statutes relating to the submission of offers; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, violating Federal, State or local criminal tax laws, or receiving stolen property ( if Bidder checks " have", the Bidder shall also see 52.209-7, if included in thissolicitation); c) Are not presently indicted for, or otherwise criminally or civilly charged by a governmental entity with, commission of any of the offenses enumerated in subdivision ( a)(1)(i)(B) of this provision; d) Have not, within a three-year period preceding this offer, been notified of any delinquent Federal, State or local taxes in an amount that exceeds $ 3,000 for which the liability remains unsatisfied. e) Have not, within a 3 -year period preceding this offer, had one or more contracts terminated for default by any Federal, State or local agency;and
f) Do not have an Active Exclusion on the System for Award Management ( SAM), which is available at https://sam.gov/
2. The Bidder shall provide immediate written notice to the Contracting Officer if, at any time prior to contract award, the Bidder learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.
3. The certification in paragraph ( 1) of this provision is a material representation of fact upon which reliance was placed when making award. If it is later determined that the Bidder knowingly rendered an erroneous certification, in addition to other remedies available to the Government, the Contracting Officer may terminate the contract resulting from this award fordefault.
4. Where the Bidder is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this certification form.
LC Paving & Sealing, Inc.
Name: Jose Salinas
President or Authorized Official of Consultant)
Guidance:
Signature:
Date:
A) Bidder's ( or its subconsultant's) inability to certify to the items in paragraph ( 1)(B), ( 1)(C), ( 1)(D), and ( 1)(E) will not necessarily result in withholding of an award. However, this certification will be considered in connection with a determination of the Bidder's responsibility. Failure of the Bidder to furnish a certification or provide such additional information as required in paragraph ( 4) above or as requested by the Contracting Officer may render 47 Certification Regarding Debarment CONT.
the Bidder nonresponsible. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by paragraph ( 1) above. The knowledge and information of an Bidder is not required to exceed that which is normally possessed by a prudent person in the ordinary course of businessdealings.
B) " Principal", for the purposes of this certification, means an officer, director, owner, partner, or a person having primary management or supervisory responsibilities within a business entity ( e.g., general manager; plant manager; head of a division or business segment; and similar positions).
C) Federal taxes are considered delinquent if both of the following criteria apply:(i) The tax liability is finally determined. The liability is finally determined if it has been assessed. A liability is not finally determined if there is a pending administrative or judicial challenge. In the case of a judicial challenge to the liability, the liability is not finally determined until all judicial appeal rights have been exhausted. ( ii) The taxpayer is delinquent in making payment. A taxpayer is delinquent if the taxpayer has failed to pay the tax liability when full payment was due and required. A taxpayer is not delinquent in cases where enforced collection action is precluded.
Examples. ( i) The taxpayer has received a statutory notice of deficiency, under I.R.C. § 6212, which entitles the taxpayer to seek Tax Court review of a proposed tax deficiency. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek Tax Court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights. ( ii) The IRS has filed a notice of Federal tax lien with respect to an assessed tax liability, and the taxpayer has been issued a notice under I.R.C. § 6320 entitling the taxpayer to request a hearing with the IRS Office of Appeals contesting the lien filing, and to further appeal to the Tax Court if the IRS determines to sustain the lien filing. In the course of the hearing, the taxpayer is entitled to contest the underlying tax liability because the taxpayer has had no prior opportunity to contest the liability. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek tax court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights.(iii) The taxpayer has entered into an installment agreement pursuant to I.R.C. § 6159. The taxpayer is making timely payments and is in full compliance with the agreement terms. The taxpayer is not delinquent because the taxpayer is not currently required to make full payment.(iv) The taxpayer has filed for bankruptcy protection. The taxpayer is not delinquent because enforced collection action is stayed under 11 U.S.C. 362 ( the BankruptcyCode). 48 DISCLOSURE OF LOBBYING ACTIVITIES
Complete this form to disclose lobbying activities
See reverse for public burden disclosure.)
1. Type of Federal Action:
a. contract
D b. grant
c. cooperative agreement
d. loan
e. loan guarantee
f. loan insurance
2. Status
pursuant to 31 U.S.C. 1352
of Federal Action:
a. bid/offer/application
b. initial award
c. post - award
3. Report Type:
a. initial filing
b. material change
For Material Change Only:
year quarter
date of last report
Approved by OMB
0348-0046
4. Name and Address of Reporting Entity:
Prime Subawardee
Tier if known:
Congressional District, if known : 4c
5. If Reporting Entity in No. 4 is a Subawardee, Enter Name and Address of Prime:
Congressional District, if known :
7. Federal Program Name/Desrrirtirtn•
6. Federal Department/Agency:
CFDA Number, if applicable :
8. Federal Action Number, if known : 9. Award Amount, if known :
10. a. Name and Address of Lobbying Registrant
if individual, last name, first name, MI ):
b. Individuals Performing Services ( including address if different from No. 10a ) ( last
name„ first name, MI ):
qq Information requested through this form is authorized by title 31 U.S.C section 1`332 This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered Into This disclosure is required pursuant to 31 U.S. C 1352. This information will be available for public inspection Any person who fails to file the required disclosure shall be subject to a civd penalty of not less than $ 10,000 and not more than $ 100,000 for each such failure Signature: _
Print Name:
Title:
Telephone No.: Date:
Federal Use Only:
49 Authorized for Local Reproduction
Standard Form LLL ( Rev. 7-97)
INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employeeof a Member of Congress in connection with a covered Federal action. Completeall items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.
1. Identify the type of covered Federal action for which lobbying activity is and/or has been secured to influence the outcome of a covered Federal action.
2. Identify the status of the covered Federal action.
3. Identify the appropriate classification of this report. If this is a followup report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last previouslysubmitted report by this reporting entity for this covered Federal action.
4. Enterthe full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entitythat designates if it is, or expectsto be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.
5. If the organization filing the report in item 4 checks " Subawardee," then enter the full name, address, city, State and zip code of the prime Federal recipient. Include Congressional District, if known.
6. Enter the nameof the Federal agency making the award or loan commitment. Include at least one organizationallevel below agency name, if known. For example, Department of Transportation, United States Coast Guard.
7. Enter the Federal program name or description for the covered Federal action ( item 1). If known, enter the full Catalog of Federal Domestic Assistance CFDA) number for grants, cooperative agreements, loans, and loan commitments.
8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 ( e.g., Request for Proposal ( RFP) number; Invitation for Bid ( IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., " RFP-DE-90-001."
9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.
10. ( a) Enter the full name, address, city, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action. b) Enter the full names of the individual(s) performing services, and include full address if different from 10 ( a). Enter Last Name, First Name, and Middle Initial ( MI).
11. The certifying official shall sign and date the form, print his/her name, title, and telephone number.
According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of Information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information. including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project ( 0348-0046), Washington, DC 20503.
50 EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
Executive Order 11246
This certification is required pursuant to Executive Order 11246 ( 30 F. R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause, and, if so, whether it has filed all compliance reports due under applicable instructions.
Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted.
1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clauses, as required by Executive Orders 10925, 11114, 11246, or 11375.
BI YES, If yes, identify the most recentcontract: ( rr GF n
q -c(9 .
NO
2. Compliance reports were required to be filed in connection with such contract or subcontract.
YES, If yes, identify the most recentcontract: _
tfr NO
3. Bidder has filed all compliance reports due under applicable instructions.
YES
NO
4. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended?
YES
I NO
Company: LC Paving & Sealing, Inc.
Signature
President
Title Date
Title Date
51 NON - SEGREGATED FACILITIES CERTIFICATION EXECUTIVE ORDER 11246 30 F.R. 12319-25)
This certification is required pursuant to Executive Order 11246 ( 30 F.R. 12319-25). The bidder's attention is called to the clause entitled Equal Employment Opportunity of the General Conditions of the Contract for Construction.
Segregated facilities," as used in this provision, means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees, that are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local custom, or otherwise.
By the submission of this bid, the bidder certifies that it does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The bidder agrees that a breach of this certification isa violation of the Equal Employment Opportunity clause in the contract.
The bidder further agrees that ( except where it has obtained identical certifications from proposed subcontractors for specific time periods) prior to entering into subcontracts which exceed $ 10,000 and are not exempt from the requirements of the Equal Employment Opportunity clause, it will obtain identical certifications from the proposed subcontractors; retain the certifications in its files; and forward the following notice to the proposed subcontractors ( except if the proposed subcontractors have submitted identical certifications for specific ti meperiods):
No:ice to Prospective Subcon
segregatec . ies
ra c ors of Requ' emert for Certifications of Nor
A Certification of Non - segregated Facilities must be submitted before the award of a subcontract exceeding $ 10,000 which is not exempt from the provisions of the Equal Employment Opportunity clause of the prime contract. The certification may be submitted either for each subcontract or for all subcontracts during a period ( i.e., quarterly, semiannually, or annually).
I, hereby certify that all the information stated herein, as well as any information provided in the accompaniment herewith, is true and accurate.
LC Paving & Sealing, Inc.
Company:
President
Signatu Title
Signature
7 l
Date
Title Date
52 NON - LOBBYING CERTIFICATION FOR FEDERAL - AID CONTRACTS The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
L No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
2 If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, " Disclosure of Lobbying Activities," in conformance with itsinstructions.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $ 10,000 and not more than $ 100,000 for each suchfailure.
The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed 100,000 and that all such subrecipients shall certify and disclose accordingly.
NATURE
7)1q6-7-5
DATE
53 NON - COLLUSION DECLARATION
Jose Salinas being first duly sworn, deposes and says that he is President of LC Paving & Sealing, Incthe party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
I certify ( or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
Name of Bidder LC Paving & Sealing, Inc.
Signature / f
Printed Name and Title
Dated - 2/
Jose Salinas, President
54 BID SECURITY FORM
For Cash or Checks)
Note: This form is to be used when the Bidder chooses to submit cash or a check instead of a bid bond as bid security. Cash or a cashier's or certified check in the amount of not less than ten percent ( 10%) of the total Base Bid must accompany the bid.
KNOW ALL PERSONS BY THESE PRESENTS that:
WHEREAS the City of Vista (" Agency") has issued an invitation for bids for the work described as follows:
Work Description.
WHEREAS
Name, address, and telephone number of Bidder)
the undersigned bidder (" Bidder"), has submitted the accompanying bid to Agency for the work.
WHEREAS, bidders are required under the provisions of the Vista Municipal Code to furnish a form of bidder's security with their bid.
NOW, THEREFORE, the undersigned Bidder, is held and firmly bound unto Agency in the penal sum not less than ten percent ( 10%) of the total base bid amount, in lawful money of the United States of America in the form of * Cash, a Certified Check, * a Cashier's Check (* Strike out the inapplicable words) for the payment of which sum we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Bidder shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety ( 90) calendar days after the bid opening; or if the Bidder does not attempt to withdraw the bid when the requirements of Public Contract Code § 5101 et seq. are not met; or if the Bidder is awarded a contract for the work by Agency and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten ( 10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void and the cash or check shall be returned to Bidder; otherwise, the proceeds of the cash or check shall become the property of the Agency and the Bidder shall have no further interest therein.
Text and signatures continued on page 2.]
55 BID SECURITY FORM
In case suit is brought against the Bidder based on this obligation, Bidder further agrees to pay all court costs incurred by Agency in the suit and reasonable attorneys' fees in an amount fixed by the court.
IN WITNESS WHEREOF, this instrument has been duly executed by Bidder on the date set forth below, the name of each corporate officer being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
Bidder
By:
Its
By:
Its
Seal)
This form must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney - in - fact must be attached. 56 Bond No.: Bid Bond
BID BOND
KNOW ALL PERSONS BY THESE PRESENTS that:
The City of Vista (" City") has issued an invitation for bids for the work described as follows:
Work Description.
2025 Pedestrian Mobility Sidewalk Project ( C.I.P. No. 8290), Lado de Loma Drive & Guajome Street LC Paving & Sealing, Inc., 620 Alpine Way. Escondido, CA 92029, ( 760) 752-1743 Name, address, and telephone number of Bidder)
the undersigned bidder (" Principal"), has submitted the accompanying bid to City for the work.
Bidders are required under the provisions of the Contract to furnish a form of bidder's security with their bid.
NOW, THEREFORE, we, the undersigned Principal, and
Great Midwest Insurance Company, 800 Gessner Road, Suite 600, Houston, TX 77024, ( 949) 804-3836 Name, address, and telephone number of Surety)
Surety") a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum not less than ten percent ( 10%) of the total base bid amount, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal shall not withdraw said bid within the period specified in the bidding specification, or, if no period be specified, for ninety ( 90) calendar days after the bid opening; or if the Principal does not attempt to withdraw the bid when the requirements of Public Contract Code § 5101 et seq. are not met; or if the Principal is awarded a contract for the work by City and, within the time and in the manner required by the bidding specification , or if no period be specified, within ten ( 10) working days after the Contract is awarded, enters into the written form of contract included with bidding specification, furnishes the required bonds, one to guarantee faithful performance and the other to guarantee payment for labor and materials, and furnishes the required insurance coverages, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.
In case suit is brought upon this bond, Surety further agrees to pay all court costs incurred by City in the suit and reasonable attorneys' fees in an amount fixed by the court.
Surety, for value received, hereby stipulates and agrees that no change, extension of time for award of a contract after opening of bids, alteration, addition, modification, or supplement to the terms of the bidding documents, the work to be performed thereunder, or the Contract Documents shall in any way affect Surety's obligations under this Bond, and Surety does hereby waive notice of any such change, extension of time, alteration, addition, modification or supplement to the terms of said Bidding Documents, the Work to be performed thereunder, or the Contract Documents. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849. City is an intended beneficiary of this bond and has all rights of a party thereto.
Text and signatures continued on page 2.]
57 IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed, and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated: February 10, 2025
Principal"
LC Paving & Sealing, Inc.
By:
Signa
Name and Title
By:
Signature
Surety"
Great Midwest Insurance Company
By:
i ature
Lawr nce F. McMahon, Attorney - in - Fact
Name and Title
By:
Signature
Name Name
Seal) ( Seal)
This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney - in - fact must be attached. 58 ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of SAN DIEGO
On PO4uu‘N t5l t - LC before me, MARISA HAAS, NOTARY PUBLIC insert name and title of the officer)
personally appeared JOSE SALINAS
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature Seal)
MARISAANN HAAS
Notary Public - California
San DiegoCounty
Commission # 2466839 [[
y Comm. ExpiresOct 17. 2027
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of San Diego
on February 10, 2025 before me, Minna Huovila, Notary Public insert name and title of the officer)
personally appeared Lawrence F. McMahon
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature Seal)
MINNA HUOVILA
COMM. # 2473536 n
NOTARYPUBLIC -CALIFORNIA ( n
SAN DIEGO COUNTY ,
My Commission Expires
DECEMBER 6.2027
POWER OF ATTORNEY
Great Midwest Insurance Company
KNOW ALL MEN BY THESE PRESENTS, that GREAT MIDWEST INSURANCE COMPANY, a Texas Corporation, with its principal office in Houston, TX, does hereby constitute and appoint:
Sarah Myers, Janice Martin, Maria Guise, Ryan Warnock, Lawrence F. McMahon, Maria Hallmark its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.
This authority is made under and by the authority of a resolution which was passed by the Board of Directors of GREAT MIDWEST INSURANCE COMPANY, on the 1s' day of October, 2018 as follows:
Resolved, that the President, or any officer, be and hereby is, authorized to appoint and empower any representative of the Company or other person or persons as Attorney - In - Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed Ten Million dollars ($ 10,000,000.00), which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney - In - Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney - In - Fact, so appointed, may be removed in the Company's sole discretion and the authority so granted may be revoked as specified in the Power of Attorney.
Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.
IN WITNESS THEREOF, GREAT MIDWEST INSURANCE COMPANY, has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 11th day of February, 2021.
BY
GREAT MIDWEST INSURANCE COMPANY
1-414
Mark W. Haushill
President
ACKNOWLEDGEMENT
On this 11th day of February, 2021, before me, personally came Mark W. Haushill to me known, who being duly swom, did depose and say that he is the President of GREAT MIDWEST INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. rr ` CHRISTINA BISHOP
Notary Publio, State of Texas
gir Comm. Expires 04•14-202e
Togr,;` NotaryID 131090488
CERTIFICATE
BY
Christina Bishop
Notary Public
I, the undersigned, Secretary of GREAT MIDWEST INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.
Signed and Sealed at Houston, TX this 10th
I
gCORPORATESEAL
C0APO
Day of February , 20 25
BY
Leslie K. Shaunty
Secretary
WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties.
Appendix C:
Federal Requirements and Special Provisions
CIP 8290 - 2025 Pedestrian Mobility Sidewalk
Lado De Loma Drive Guajome Street
L. C. Paving Sealing, Inc.
Line
Item Description
Quantit
y
Unit of
Measure Unit Cost Total
1 Mobilization, Demobilization, bonds & insurance. ( 5% maximum of Total Base Bid) 1 LS $ 46, 500. 00 $ 46, 500. 00 2 Project Information Sign 2 EA $ 3, 450. 00 $ 6, 900. 00 3 Public Notification per Supplementary General Provisions, Section 7- 12. 2 1 LS $ 4, 300. 00 $ 4, 300. 00 4 Storm Water Pollution Prevention and Erosion Control 1 LS $ 9, 000. 00 $ 9, 000. 00 5 Traffic Control and Construction Staging for all work 1 LS $ 145, 000. 00 $ 145, 000. 00 6 Utility Potholing and Coordination 1 LS $ 36, 500. 00 $ 36, 500. 00 7 Unforeseen Field Conditions ( stipulated amount) 1 EA $ 25, 000. 00 $ 25, 000. 00 8 Record Drawing (“ As- Built”) Plans ( stipulated amount) 1 EA $ 2, 000. 00 $ 2, 000. 00 9 Clearing, Grubbing, tree trimming, Sawcutting, and Removals of existing vegetation, roots, concrete, asphalt, and other existing improvements interfering with new work 1 LS $ 110, 000. 00 $ 110, 000. 00 10 Relocate, Reconstruct, Rotate or Replace existing mailbox and post per City of Vista Standard Drawing SRF- 04 including reflective address numbers in front and side of mailbox ( 2” minimum) 18 EA $ 595. 00 $ 10, 710. 00
11 Reconfigure Existing Private Irrigation Systems and Replace Groundcover to Match Existing Private Landscaping Disturbed by Construction. 1 LS $ 25, 600. 00 $ 25, 600. 00 12 Unclassified excavation and fill 1 LS $ 84, 000. 00 $ 84, 000. 00 13 6” wide pervious concrete infiltration swale with Mirafi 180N fabric on 6” of aggregate base per Detail 13 on Sheet 2 of Plans. 254 SF $ 36. 50 $ 9, 271. 00 14 6” Asphalt concrete pavement for full depth pavement restoration, 1’ wide slot patch Use 160 lbs/ cf for estimating quantities) 58 TN $ 214. 50 $ 12, 441. 00 15 4’ wide 2- inch- Deep Cold Mill adjacent to new curb and gutter, cross gutter and ADA ramps 5695 SF $ 3. 00 $ 17, 085. 00
16 4’ wide 2” overlay adjacent to new curb and gutter, cross gutter and ADA ramps per plan 76 TN $ 210. 00 $ 15, 960. 00
17 6” Type ‘ G’ curb and gutter per SDRSD No. G- 2 with 6” aggregate base 1315 LF $ 55. 00 $ 72, 325. 00 18 Concrete Cross Gutter with spandrel per SDRSD No. G- 12 on 12" aggregate base 1607 SF $ 22. 00 $ 35, 354. 00 19 6” wide monolithic retaining curb per SDRSD G- 27B 174 LF $ 36. 00 $ 6, 264. 00 20 4" PCC sidewalk per SDRSD G- 07 with 6” aggregate base 3100 SF $ 9. 50 $ 29, 450. 00 21 Asphalt transition sidewalk and AC dike per detail 13 on Sheet 2 4 EA $ 1, 250. 00 $ 5, 000. 00 22 PCC Driveway Entrance per SDRSD G- 14A per plan with 6" aggregate base 450 SF $ 20. 00 $ 9, 000. 00 23 PCC Driveway Entrance per SDRSD G- 14D confined driveway per plan with 6" aggregate base 1815 SF $ 20. 00 $ 36, 300. 00
24 PCC curb ramp with detectable warning surface per G- 29 Type C on 6” aggregate base 4 EA $ 5, 400. 00 $ 21, 600. 00 25 254 Lado De Loma Drive ( STA 7+ 66. 12), AC driveway per plan 1 LS $ 5, 950. 00 $ 5, 950. 00 26 258 Lado De Loma Drive ( STA 8+ 10. 44), AC driveway, PCC private sidewalk, and PCC private steps per plan 1 LS $ 10, 000. 00 $ 10, 000. 00 27 266 Lado De Loma Drive ( STA 8+ 85. 63), PCC driveway and PCC private sidewalk per 1 LS $ 7, 950. 00 $ 7, 950. 00 28 282 Lado De Loma Drive ( STA 10+ 97. 60), PCC driveway per plan 1 LS $ 4, 400. 00 $ 4, 400. 00 29 288 Lado De Loma Drive ( STA 11+ 44. 06), PCC driveway per plan 1 LS $ 5, 000. 00 $ 5, 000. 00 30 292 Lado De Loma Drive ( STA 11+ 85. 67), PCC driveway and block wall per plan 1 LS $ 15, 100. 00 $ 15, 100. 00 31 Private Road Astro Court ( STA 12+ 44. 97), AC driveway per plan 1 LS $ 11, 320. 00 $ 11, 320. 00 32 314, 320- 322 Lado De Loma Drive ( STA 12+ 44. 97), AC driveway per plan 1 LS $ 12, 100. 00 $ 12, 100. 00 33 249 - 253 Guajome Street ( STA 1+ 46. 96), PCC driveway per plan 1 LS $ 17, 850. 00 $ 17, 850. 00 34 249 - 253 Guajome Street ( STA 1+ 78. 45), AC driveway per plan 1 LS $ 11, 750. 00 $ 11, 750. 00 35 247 - 249 Guajome Street ( STA 2+ 60. 09), PCC driveway per plan 1 LS $ 16, 600. 00 $ 16, 600. 00 36 241 Guajome Street ( STA 3+ 09. 63), AC driveway per plan 1 LS $ 6, 200. 00 $ 6, 200. 00 37 231 Guajome Street ( STA 5+ 55. 44), AC driveway per plan 1 LS $ 9, 500. 00 $ 9, 500. 00 38 3” PVC underdrain per D- 27 and Concrete Inlet Apron per D- 39 2 EA $ 5, 980. 00 $ 11, 960. 00 39 Document existing striping to replace in kind, remove conflicting markings, replace striping, paint red curb, relocate signs and install new signs per plan 1 LS $ 11, 400. 00 $ 11, 400. 00 40 Adjust VID Water Valve Cover to Finish Grade ( stipulated amount) 14 EA $ 150. 00 $ 2, 100. 00 41 Adjust VID Water Meter to Finish Grade 1 EA $ 1, 325. 00 $ 1, 325. 00 42 Adjust SDGE Gas Valve Cover to Finish Grade ( stipulated amount) 1 EA $ 150. 00 $ 150. 00 43 Adjust City of Vista 36” manhole to Finish Grade 1 EA $ 5, 350. 00 $ 5, 350. 00 44 Hydroseeding with bonded fiber matrix for erosion control for areas disturbed by construction 220 SF $ 11. 50 $ 2, 530. 00
Total $ 944, 095. 00