Some existing mailboxes consist of multiple units serving two or more residences. These mailbox clusters shall be installed with new individual mailboxes mounted on a similar cluster style mounting plate. If the multiple unit is a standard metal style group mailbox, then the CONTRACTOR shall reinstall the group mailbox.
Prior to purchasing the new mailboxes the CONTRACTOR shall submit shop drawings to the ENGINEER for approval showing the manufacturers catalog sheets and including all mounting and installation details.
312-1.2 Payment.
New Mailbox or Relocate Existing Mailbox shall be paid for per each bid price as shown on the BID SCHEDULE. Such price shall be paid for each mailbox serving an individual residence whether existing mailbox was relocated or replaced including cluster style grouped mailboxes and shall include full compensation for materials, labor, and equipment required for Mailbox and no additional compensation will be made.
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SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS,
AND PAVEMENT MARKERS
314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 314-2.1 General.
Replace the first sentence in the first paragraph with the following:
314-2.1 General. The Contractor shall remove all existing traffic striping, including existing striping that has been painted over with black paint, and pavement markings by wet or dry sandblasting, high velocity water jet, grinding, or other methods to accommodate the final pavement striping and markings to the fullest extent possible from the pavement that does not materially damage the surface or texture of the pavement or surfacing. Sand or other material deposited on the pavement as a result of removing traffic stripes and markings shall be removed as the Work progresses. Accumulations of sand or other material, which might interfere with drainage or might constitute a hazard to traffic, will not be permitted.
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 made at the Lump Sum price or considered as included in the prices Bid for other related items of work.
314-3 REMOVAL OF PAVEMENT MARKERS.
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. 10/22/2024 C5 241 of 637
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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 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS. 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 strops, and new red curb and blue curb at the locations shown on the Plans.
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 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 10/22/2024 C5 242 of 637
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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.
For the Nevada and Lemon Sidewalks and Lighting Project, 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 POST FOOTING IN 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 SCHEDULE and 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.
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Appendix A:
Federal Requirements for Federal Projects
(Exhibit A of the Contract)
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APPENDIX A
FEDERAL REQUIREMENTS FOR FEDERAL CONSTRUCTION PROJECTS
EXHIBIT A TO THE CONTRACT
This contract is for services that may be funded in whole or in part with federal 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. 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.
5. 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. 10/22/2024 C5 245 of 637
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6. 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.
7. 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.
8. 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.
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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 10/22/2024 C5 247 of 637
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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. 10/22/2024 C5 248 of 637
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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. 10/22/2024 C5 249 of 637
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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 10/22/2024 C5 250 of 637
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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.
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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. 10/22/2024 C5 252 of 637
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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, 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 75, 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 75, 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 economic opportunities, most importantly employment, generated by certain HUD financial assistance shall be directed to low- and very low-income persons, particularly those who are recipients of government assistance for housing or residents of the community in which the Federal assistance is spent. b. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 10/22/2024 C5 253 of 637
A-11
75, 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 75 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 75, 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 75. 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 75. e. Noncompliance with HUD's regulations in 24 CFR part 75 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.
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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;
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Appendix B:
Federal Labor Standards Provisions
and Federal Prevailing Wage Rates
(Exhibit B of the Construction Contract)
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1 HUD-4010 U.S. Department of Housing and Urban Development Federal Labor Standards Provisions Office of Davis-Bacon and Labor Standards
A. 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 this Contract pursuant to the provisions applicable to such Federal assistance.
1. Minimum wages and fringe benefits
i. All laborers and mechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (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 basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those 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. As provided in 29 CFR
5.5(d) and (e), the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(v) of these contract clauses; 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 mechanics must be paid the appropriate wage rate and fringe benefits on the wage determination for the classification(s) 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 time actually worked therein: Provided, That the employer’s payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under 29 CFR 5.5(a)(1)(iii)) and the Davis-Bacon poster (WH-1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. ii. Frequently recurring classifications
A. In addition to wage and fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly submitted pursuant to 29 CFR 5.5(a)(1)(iii), provided that:
1. The work performed by the classification is not performed by a classification in the wage determination for which a prevailing wage rate has been determined;
2. The classification is used in the area by the construction industry; and
3. The wage rate for the classification bears a reasonable relationship to the prevailing wage rates contained in the wage determination.
B. The Administrator will establish wage rates for such classifications in accordance with 29 CFR
5.5(a)(1)(iii)(A)(3). Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification. iii. Conformance
A. The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be 10/22/2024 C5 257 of 637
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2 classified in conformance with the wage determination. Conformance of an additional classification and wage rate and fringe benefits is appropriate 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 used in the area by the construction industry; and
3. The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
B. The conformance process may not be used to split, subdivide, or otherwise avoid application of classifications listed in the wage determination.
C. If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to [email protected]. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
D. In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to [email protected], refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
E. The contracting officer must promptly notify the contractor of the action taken by the Wage and Hour Division under 29 CFR 5.5 (a)(1)(iii)(C) and (D). The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to 29 CFR 5.5 (a)(1)(iii)(C) or (D) must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.
iv. Fringe benefits not expressed as an hourly rate
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof.
v. Unfunded plans
If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in 29 CFR 5.28, 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.
vi. Interest In the event of a failure to pay all or part of the wages required by the contract, the contractor will be required to pay interest on any underpayment of wages.
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3 2. Withholding
i. Withholding requirements
The U. S. Department of Housing and Urban Development may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in 29 CFR 5.5(a) for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a contractor’s failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work (or otherwise working in construction or development of the project under a development statute) all or part of the wages required by the contract, or upon the contractor’s failure to submit the required records as discussed in 29 CFR 5.5(a)(3)(iv), HUD may on its own initiative and after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, 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.
ii. Priority to withheld funds
The Department has priority to funds withheld or to be withheld in accordance with 29 CFR
5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:
A. A contractor’s surety(ies), including without limitation performance bond sureties and payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor’s bankruptcy estate;
D. A contractor’s assignee(s);
E. A contractor’s successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
3. Records and certified payrolls
i. Basic record requirements
A. Length of record retention. All regular payrolls and other basic records must be maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed.
B. Information required Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid.
C. Additional records relating to fringe benefits. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(v) that the wages of any laborer or mechanic include the amount of any 10/22/2024 C5 259 of 637
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4 costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.
D. Additional records relating to apprenticeship Contractors with apprentices working under approved programs must maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs.
ii. Certified payroll requirements
A. Frequency and method of submission The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related Acts-covered work is performed, certified payrolls to HUD if the agency is a party to the contract, but if the agency is not such a party, the contractor will submit the certified payrolls to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the contracting agency or prime contractor permits other methods of submission in situations where the contractor is unable or limited in its ability to use or access the electronic system B. Information required The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i)(B), except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker (e.g., the last four digits of the worker’s Social Security number). The required weekly certified payroll information may be submitted using Optional Form WH-347 or in any other format desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at https://www.dol.gov/ sites/dolgov/files/WHD/legacy/files/wh347.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to the prime contractor for its own records, without weekly submission by the subcontractor to the sponsoring government agency (or the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records).
C. Statement of Compliance Each certified payroll submitted must be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor, or the contractor’s or subcontractor’s agent who pays or supervises the payment of the persons working on the contract, and must certify the following:
1. That the certified payroll for the payroll period contains the information required to be provided under 29 CFR 5.5(a)(3)(ii), the appropriate information and basic records are being maintained under 29 CFR 5.5 (a)(3)(i), and such information and records are correct and complete;
2. That each laborer or mechanic (including each helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly 10/22/2024 C5 260 of 637
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5 from the full wages earned, other than permissible deductions as set forth in 29 CFR part 3; and
3. That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually performed, as specified in the applicable wage determination incorporated into the contract.
D. Use of Optional Form WH-347 The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 will satisfy the requirement for submission of the “Statement of Compliance” required by 29 CFR 5.5(a)(3)(ii)(C).
E. Signature The signature by the contractor, subcontractor, or the contractor’s or subcontractor’s agent must be an original handwritten signature or a legally valid electronic signature.
F. Falsification The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.
G. Length of certified payroll retention The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
iii. Contracts, subcontracts, and related documents The contractor or subcontractor must maintain this contract or subcontract and related documents including, without limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed. iv Required disclosures and access
A. Required record disclosures and access to workers The contractor or subcontractor must make the records required under 29 CFR 5.5(a)(3)(i)–(iii), and any other documents that HUD or the Department of Labor deems necessary to determine compliance with the labor standards provisions of any of the applicable statutes referenced by 29 CFR 5.1, available for inspection, copying, or transcription by authorized representatives of HUD or the Department of Labor, and must permit such representatives to interview workers during working hours on the job.
B. Sanctions for non-compliance with records and worker access requirements If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to 29 CFR 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the contractor or person for an extension of the time for submission of records. WHD will determine the reasonableness of the request and may consider, among other things, the location of the records and the volume of production.
C. Required information disclosures Contractors and subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to HUD if the agency is a party to 10/22/2024 C5 261 of 637
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6 the contract, or to the Wage and Hour Division of the Department of Labor. If the Federal agency is not such a party to the contract, the contractor, subcontractor, or both, must, upon request, provide the full Social Security number and last known address, telephone number, and email address of each covered worker to the applicant, sponsor, owner, or other entity, as the case may be, that maintains such records, for transmission to HUD, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action.
4. Apprentices and equal employment opportunity
i. Apprentices
A. Rate of pay Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship Agency recognized by the OA withdraws approval of an apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
B. Fringe benefits Apprentices must be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that determination.
C. Apprenticeship ratio The allowable ratio of apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to 29 CFR 5.5(a)(4)(i)(D). Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in 29 CFR
5.5(a)(4)(i)(A), must 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 this section must be paid not less than the applicable wage rate on the wage determination for the work actually performed.
D. Reciprocity of ratios and wage rates Where a contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyworker’s hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor’s registered program must be observed. ii Equal employment opportunity The use of apprentices and journeyworkers under this part must be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
5 Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 10/22/2024 C5 262 of 637
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7 6 Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses contained in 29 CFR 5.5(a)(1) through (11), along with the applicable wage determination(s) and such other clauses or contract modifications as the U.S. Department of Housing and Urban Development may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate.
7 Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
8 Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract.
9 Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives.
10. Certification of eligibility.
i. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor’s firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). ii. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or 29 CFR 5.12(a). iii. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.
11 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5; or
iv. Informing any other person about their rights under the DBA, Related Acts, or 29 CFR parts 1, 3, or 5.
B. Contract Work Hours and Safety Standards Act (CWHSSA) The Agency Head must cause or require the contracting officer to insert the following clauses set forth in 29 CFR 5.5(b)(1), (2), (3), (4), and (5) in full, or (for contracts covered by the Federal Acquisition Regulation) by reference, in any contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses must 10/22/2024 C5 263 of 637
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8 be inserted in addition to the clauses required by 29 CFR 5.5(a) or 4.6. As used in this paragraph, the terms “laborers and mechanics” include watchpersons 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 he or she is employed on such work to work in excess of forty 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 forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in 29 CFR 5.5(b)(1) the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchpersons and guards, employed in violation of the clause set forth in 29 CFR 5.5(b)(1), in the sum of $31 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in 29 CFR 5.5(b)(1).
3. Withholding for unpaid wages and liquidated damages
i. Withholding process The U.S Department of Housing and Urban Development or the recipient of Federal assistance may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages; monetary relief, including interest; and liquidated damages required by the clauses set forth in 29 CFR 5.5(b) on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in 29 CFR 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld.
ii Priority to withheld funds The Department has priority to funds withheld or to be withheld in accordance with 29 CFR 5.5(a)(2)(i) or (b)(3)(i), or both, over claims to those funds by:
A. A contractor’s surety(ies), including without limitation performance bond sureties and payment bond sureties;
B. A contracting agency for its reprocurement costs;
C. A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor’s bankruptcy estate;
D. A contractor’s assignee(s);
E. A contractor’s successor(s); or
F. A claim asserted under the Prompt Payment Act, 31 U.S.C. 3901-3907.
4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in 29 CFR 5.5(b)(1) through (5) and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in 29 CFR 5.5(b)(1) through (5). In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, 10/22/2024 C5 264 of 637
Previous editions obsolete Form HUD-4010, (10/2023) ref. Handbook 1344.1
9 due to any workers of lower-tier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.
5 Anti-retaliation It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
i. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its implementing regulations in 29 CFR part 5;
ii. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or 29 CFR part 5;
iii. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or 29 CFR part 5; or
iv. Informing any other person about their rights under CWHSSA or 29 CFR part 5.
C. CWHSSA required records clause In addition to the clauses contained in 29 CFR 5.5(b), in any contract subject only to the Contract Work Hours and Safety Standards Act and not to any of the other laws referenced by 29 CFR 5.1, the Agency Head must cause or require the contracting officer to insert a clause requiring that the contractor or subcontractor must maintain regular payrolls and other basic records during the course of the work and must preserve them for a period of 3 years after all the work on the prime contract is completed for all laborers and mechanics, including guards and watchpersons, working on the contract. Such records must contain the name; last known address, telephone number, and email address; and social security number of each such worker; each worker’s correct classification(s) of work actually performed; hourly rates of wages paid; daily and weekly number of hours actually worked; deductions made and actual wages paid. Further, the Agency Head must cause or require the contracting officer to insert in any such contract a clause providing that the records to be maintained under this paragraph must be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the (write the name of agency) and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview workers during working hours on the job.
D. Incorporation of contract clauses and wage determinations by reference Although agencies are required to insert the contract clauses set forth in this section, along with appropriate wage determinations, in full into covered contracts, and contractors and subcontractors are required to insert them in any lower-tier subcontracts, the incorporation by reference of the required contract clauses and appropriate wage determinations will be given the same force and effect as if they were inserted in full text.
E. Incorporation by operation of law The contract clauses set forth in this section (or their equivalent under the Federal Acquisition Regulation), along with the correct wage determinations, will be considered to be a part of every prime contract required by the applicable statutes referenced by 29 CFR 5.1 to include such clauses, and will be effective by operation of law, whether or not they are included or incorporated by reference into such contract, unless the Administrator grants a variance, tolerance, or exemption from the application of this paragraph. Where the clauses and applicable wage determinations are effective by operation of law under this paragraph, the prime contractor must be compensated for any resulting increase in wages in accordance with applicable law.
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Previous editions obsolete Form HUD-4010, (10/2023) ref. Handbook 1344.1
10 F. HEALTH AND SAFETY
The provisions of this paragraph (F) are applicable where the amount of the prime contract exceeds $100,000.
1. No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his or her health and safety, as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation.
2. The contractor shall comply with all regulations issued by the Secretary of Labor pursuant to 29 CFR Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96), 40 U.S.C. § 3701 et seq.
3. The contractor shall include the provisions of this paragraph in every subcontract, so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions.
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211
Appendix C:
Federal Requirements and Special Provisions
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APPENDIX C
FEDERAL REQUIREMENTS AND SPECIAL PROVISIONS
ITEMS THAT MUST BE SUBMITTED WITH BID PACKAGE
Items in this Section are included in the bid proposal section of the bid Contractor’s Certification on Federal Contract Requirements Certification Regarding Debarment, Suspension, Proposed Debarment, and Other Responsibility Matters
Disclosure of Lobbying Activities and Instructions for Completion of SF-LLL, Disclosure of Lobbying Activities
Equal Employment Opportunity Certification
Non-Segregated Facilities Certification
Non-Lobbying Certification for Federal-Aid Contracts
Non-Collusion Affidavit
ITEMS THAT MUST BE SUBMITTED PRIOR TO AWARD OF CONTRACT Section 3 Bidder’s Certification 3
Section 3 Estimated Work Force Breakdown 4
Contract and Subcontract Activity – HUD Form 2516 5
ITEMS THAT MUST BE COMPLETED AND SUBMITTED FOR DURATION OF PROJECT Payroll Reporting DOL Form WH-347 and Instructions for Completion 7 Note: the form is double-sided. Must complete form in its entirety and submit weekly.
Section 3 Utilization Tracker – HUD Form 4737 & 4737A 12 Note: Must complete these forms in their entirety and submit monthly and at completion of project.
Record of Employee Interview 14
Note: City staff will conduct on the job interviews and complete the form
OTHER FEDERAL REQUIREMENTS
Notice of Requirement for Affirmative Action to Ensure Equal Employment 17 Opportunity Executive Order 11246: 41 CFR Part 60‐2
Employee Rights Under the Davis-Bacon Act – Poster in English and Spanish 18 Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) Policy 20 Section 3 Job Aid Guide 21
Davis-Bacon Labor Standards 24
C-2 10/22/2024 C5 268 of 637
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 75 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
C-310/22/2024 C5 269 of 637
SECTION 3 ESTIMATED WORK FORCE BREAKDOWN
MUST BE COMPLETED BY PRIME AND SUBCONTRACTORS
Company Name: __________________________________________________ Address: __________________________ Primary Contact: ____________________________ __________________________ Contact Phone Number: ______________________ Project Title: ________________________________________ Employment and Training
Job Category
Administrative Staff:
Professionals
Technicians
Office/Clerical
Other Admin Staff
Construction by Trade
(list trade below):
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form HUD-2516 (8/98)Previous editions are obsolete.
Contract and Subcontract Activity OMB Approval No.: 2535-0117 (exp. 12/31/2006)
U.S. Department of Housing and Urban Development
1. Grantee/Project Owner/Developer/Sponsor/Builder/Agency Check if: 2. Location (City, State, ZIP Code) PHA
IHA
3a. Name of Contact Person 3b. Phone Number (Including Area Code) 4. Reporting Period 5. Program Code (Not applicable for CPD programs.)6. Date Submitted to Field Office Oct. 1 - Sept. 30 (Annual-FY)See explanation of codes at bottom of page.
Use a separate sheet for each program code.
Contractor or
Grant/Project Number or Amount of Type of Subcontractor Woman Prime Contractor Sec. Subcontractor Sec. Contractor/Subcontractor Name and Address HUD Case Number or Contract Trade Business Owned Identification (ID) 3 Identification (ID) 3 7j. other identification of property, or Subcontract Code Racial/Ethnic Business Number Number subdivision, dwelling unit, etc. (See Code (Yes or
below) (See below) No)Name Street City State Zip Code
7a. 7b. 7c. 7d. 7e. 7f. 7g. 7h. 7i.
7c: Type of Trade Codes:
CPD: Housing/Public Housing:
1 = New Construction 1 = New Construction 6 = Professional 2 = Education/Training 2 = Substantial Rehab. 7 = Tenant Services 3 = Other 3 = Repair 8 = Education/Training
4 = Service 9 = Arch./Engrg. Appraisal
5 = Project Mangt. 0 = Other
7d: Racial/Ethnic Codes:
1 = White Americans
2 = Black Americans
3 = Native Americans
4 = Hispanic Americans
5 = Asian/Pacific Americans
6 = Hasidic Jews
5: Program Codes (Complete for Housing and Public and Indian Housing programs only):
1 = All insured, including Section 8 5 = Section 202
2 = Flexible Subsidy 6 = HUD-Held (Management)
3 = Section 8 Noninsured, Non-HFDA 7 = Public/Indian Housing 4 = Insured (Management
Public Reporting Burden for this collection of information is estimated to average .50 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is voluntary. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB Control Number.
Executive Order 12421 dated July 14, 1983, directs the Minority Business Development Plans shall be developed by each Federal Agency and that these annual plans shall establish minority business development objectives. The information is used by HUD to monitor and evaluate MBE activities against the total program activity and the designated minority business enterprise (MBE) goals. The Department requires the information to provide guidance and oversight for programs for the development of minority business enterprise concerning Minority Business Development. If the information is not collected HUD would not be able to establish meaningful MBE goals nor evaluate MBE performance against these goals.
While no assurances of confidentiality is pledged to respondents, HUD generally discloses this data only in response to a Freedom of Information request.
Privacy Act Notice - The United States Department of Housing and Urban Development, Federal Housing Administration, is authorized to solicit the information requested in this form by virtue of Title 12, United States Code, Section 1701 et seq., and regulations promulgated thereunder at Title 12, Code of Federal Regulations. It will not be disclosed or released outside the United States Department of Housing and Urban Development without your consent, except as required or permitted by law. 10/22/2024 C5 271 of 637
form HUD-2516 (8/98)Previous editions are obsolete.
This report is to be completed by grantees, developers, sponsors, builders, agencies, and/or project owners for reporting contract and subcontract activities of $10,000 or more under the following programs: Community Development Block Grants (entitle- ment and small cities); Urban Development Action Grants; Housing Development Grants; Multifamily Insured and Noninsured; Public and Indian Housing Authorities; and contracts entered into by recipients of CDBG rehabilitation assistance.
Contracts/subcontracts of less than $10,000 need be reported only if such contracts represent a significant portion of your total contracting activity. Include only contracts executed during this reporting period.
This form has been modified to capture Section 3 contract data in columns 7g and 7i.
Section 3 requires that the employment and other economic opportunities generated by HUD financial assistance for housing and community development programs shall, to the greatest extent feasible, be directed toward low- and very low-income persons, particularly those who are recipients of government assistance for housing. Recipients using this form to report Section 3 contract data must also use Part I of form HUD- 60002 to report employment and training opportunities data. Form HUD-2516 is to be may establish income ceilings higher or lower than 80 per centum of the median for the area on the basis of the Secretary’s findings that such variations are necessary because of prevailing levels of construction costs or unusually high or low-income families. Very low-income persons means low-income families (including single persons) whose incomes do not exceed 50 per centum of the median family income for the area, as determined by the Secretary with adjustments for smaller and larger families, except that the Secretary may establish income ceilings higher or lower than 50 per centum of the median for the area on the basis of the Secretary’s findings that such variations are necessary because of unusually high or low family incomes.
Submit two (2) copies of this report to your local HUD Office within ten (10) days after the end of the reporting period you checked in item 4 on the front.
Complete item 7h. only once for each contractor/subcontractor on each semi-annual report.
Enter the prime contractor's ID in item 7f. for all contracts and subcontracts. Include only contracts executed during this reporting period. PHAs/IHAs are to report all contracts/subcontracts.
firm receiving contract/subcontract activity only one time on each report for each firm.
Multifamily Housing Programs
1. Grantee/Project Owner: Enter the name of the unit of government, agency or mortgagor entity submitting this report.
3. Contact Person: Same as item 3 under CPD Programs.
4. Reporting Period: Check only one period.
5. Program Code: Enter the appropriate program code.
7a. Grant/Project Number: Enter the HUD Project Number or Housing Develop- ment Grant or number assigned.
7b. Amount of Contract/Subcontract: Same as item 7b. under CPD Programs. 7c. Type of Trade: Same as item 7c. under CPD Programs. 7d. Business Racial/Ethnic/Gender Code: Same as item 7d. under CPD Pro- grams.
7e. Woman Owned Business: Enter Yes or No.
7f. Contractor Identification (ID) Number: Same as item 7f. under CPD Programs. 7g. Section 3 Contractor: Enter Yes or No.
7h. Subcontractor Identification (ID) Number: Same as item 7h. under CPD Programs.
7i. Section 3 Contractor: Enter Yes or No.
7j. Contractor/Subcontractor Name and Address: Same as item 7j. under CPD Programs.
Public Housing and Indian Housing Programs
PHAs/IHAs are to report all contracts/subcontracts. Include only contracts executed during this reporting period.
1. Project Owner: Enter the name of the unit of government, agency or mortgagor entity submitting this report. Check box as appropriate.
3. Contact Person: Same as item 3 under CPD Programs.
4. Reporting Period: Check only one period.
5. Program Code: Enter the appropriate program code.
7a. Grant/Project Number: Enter the HUD Project Number or Housing Develop- ment Grant or number assigned.
7b. Amount of Contract/Subcontract: Same as item 7b. under CPD Programs. 7c. Type of Trade: Same as item 7c. under CPD Programs. 7d. Business Racial/Ethnic/Gender Code: Same as item 7d. under CPD Pro- grams.
7e. Woman Owned Business: Enter Yes or No.
7f. Contractor Identification (ID) Number: Same as item 7f. under CPD Programs. 7g. Section 3 Contractor: Enter Yes or No.
7h. Subcontractor Identification (ID) Number: Same as item 7h. under CPD Programs.
7i. Section 3 Contractor: Enter Yes or No.
7j. Contractor/Subcontractor Name and Address: Same as item 7j. under CPD Programs.
completed for public and Indian housing and most community development programs.
Form HUD-60002 is to be completed by all other HUD programs including State administered community development programs covered under Section 3.
A Section 3 contractor/subcontractor is a business concern that provides economic opportunities to low- and very low-income residents of the metropolitan area (or nonmetropolitan county), including a business concern that is 51 percent or more owned by low- or very low-income residents; employs a substantial number of low- or very low-income residents; or provides subcontracting or business development opportunities to businesses owned by low- or very low-income residents. Low- and very low-income residents include participants in Youthbuild programs established under Subtitle D of Title IV of the Cranston-Gonzalez National Affordable Housing Act.
The terms “low-income persons” and “very low-income persons” have the same meanings given the terms in section 3(b)(2) of the United States Housing Act of 1937.
Low-income persons mean families (including single persons) whose incomes do not exceed 80 per centum of the median income for the area, as determined by the Secretary, with adjustments for smaller and larger families, except that the Secretary Community Development Programs
1. Grantee: Enter the name of the unit of government submitting this report.
3. Contact Person: Enter name and phone of person responsible for maintaining and submitting contract/subcontract data.
7a. Grant Number: Enter the HUD Community Development Block Grant Identifica- tion Number (with dashes). For example: B-32-MC-25-0034. For Entitlement Programs and Small City multi-year comprehensive programs, enter the latest approved grant number.
7b. Amount of Contract/Subcontract: Enter the dollar amount rounded to the nearest dollar. If subcontractor ID number is provided in 7f, the dollar figure would be for the subcontract only and not for the prime contract. 7c. Type of Trade: Enter the numeric codes which best indicates the contractor's/ subcontractor's service. If subcontractor ID number is provided in 7f., the type of trade code would be for the subcontractor only and not for the prime contractor. The "other" category includes supply, professional services and all other activities except con- struction and education/training activities.
7d. Business Racial/Ethnic/Gender Code: Enter the numeric code which indicates the racial/ethnic /gender character of the owner(s) and controller(s) of 51% of the business. When 51% or more is not owned and controlled by any single racial/ethnic/ gender category, enter the code which seems most appropriate. If the subcontractor ID number is provided, the code would apply to the subcontractor and not to the prime contractor.
7e. Woman Owned Business: Enter Yes or No.
7f. Contractor Identification (ID) Number: Enter the Employer (IRS) Number of the Prime Contractor as the unique identifier for prime recipient of HUD funds. Note that the Employer (IRS) Number must be provided for each contract/subcontract awarded. 7g. Section 3 Contractor: Enter Yes or No.
7h. Subcontractor Identification (ID) Number: Enter the Employer (IRS) Number of the subcontractor as the unique identifier for each subcontract awarded from HUD funds. When the subcontractor ID Number is provided, the respective Prime Contractor ID Number must also be provided.
7i. Section 3 Contractor: Enter Yes or No.
7j. Contractor/Subcontractor Name and Address: Enter this information for each 10/22/2024 C5 272 of 637
U.S. Department of Labor
W age and Hour Division
PAYROLL
For contractor's optional use; see instructions at dol.gov/agencies/whd/forms/wh347 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 09/30/2026 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.
O
F
W
ITHH
O
LD
i
NG
EXEM
P
TIO
NS
WORK
CLASSIFICATION
OT
.
O
R
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
Revised December 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)10/22/2024 C5 273 of 637
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 w eekly w ages 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 t han 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 ra tes 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 3729 OF TITLE 31 OF THE UNITED STATES CODE.
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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.
C-910/22/2024 C5 275 of 637
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.
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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.
C-1110/22/2024 C5 277 of 637
Section 3 Utilization
Tracker: Business
Labor Hours
U.S. Department of Housing and
Urban Development
Office of Field Policy and
Management
OMB 2501-0040
Expiration 04-30-2025 HUD
Form 4737
EXAMPLE
Business Name
Non-Section 3
Business
Section 3
Business (must
be verified by
recipient/subre
cipient before
contract is
executed)
Total number of
Section 3 worker
or Section 3
business labor
hours worked
Total targeted
Section 3 worker
labor hours. (Of
the total Section 3
worker labor hours
reported list total
labor hours from
Targeted Section 3
workers)
Total number of
labor hours
worked from non-
Section 3 and
Section 3
workers/Section 3
businesses
Section 3 Benchmark non-Section 3
businesses calculate column E
divided by column G
A. Construction (HCD programs) or
Capital Expenses (PHAs)
(Enter labor hours for all construction
contracts or subcontracts in the project.
Note Section 3 requirements do not apply
to material supply contracts.)
All Section 3
businesses report
total in column E
All Section 3 business shall record
100% of total labor hours
Optimus General Contractor x 50 25 500 10.0%
123 Excavation x 19 40 47.5%
XYZ Concrete x 120 20 120 100.0%
76 Framers x 80 80 100.0%
B. Construction subtotal (Add all amounts
in column E to display a subtotal for
column E; Add all amounts in column G
to display subtotal of all labor hours in
column G)269 740 36.4%
C. Professional Services/Recipients
Professional Service/recipients Section 3
worker labor hours are only added to the
total in column E (Optional reporting,
but is encouraged if it is Section 3
Business or Section 3 worker)
Vision Land Surveying x 10 100.0%
1+2 Engineering x
Accrued Accountants x 20 100.0%
City of Entitlement CDBG x
Helpful NGO Subrecipients LLC.x 10 100.0%
D. Professional Services/Recipient
Subtotal (Add all professional
service/recipient hours reported in column
E to display a subtotal for column E. This
subtotal amount is added to the
cumulative hours total in column E) 40
E. Cumulative Project Labor Hours 309 740 41.8%
F. Benechmark met.
FORM A: Business Labor Hours Tracking
Tracking of labor hours occurs throughout the project and is reported no later than the conclusion of the work for the identified business. This form is completed in conjunction with Form B for Section 3 Workers and Section 3 Targeted Workers labor hours. An alternative to this use of this form can be from a business or employer's good faith assessment of the labor hours of a full-time or part-time employee informed by the employer's existing salary or time and attendance based payroll systems, unless the project or activity is otherwise subject to requirements specifying time and attendance reporting.
Public reporting for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions, searching existing data sources, gathering, and maintaining the data needed, and completing and reviewing the collection of information.
Section 3 of the Housing and Urban Development Act of 1968, as amended by the Housing and Community Development Act of 1992 (Section 3), and 12 U.S.C. § 1701u ensure that employment and other economic opportunities generated by Federal financial assistance for housing and community development programs are, to the greatest extent feasible, directed toward low- and very low-income persons, particularly those who receive government assistance for housing. The regulations are found at 24 CFR Part 75. This collection of information is required to ensure that Section 3 workers and Section 3 Business concerns participating in Housing and Community Development Projects and Public Housing Assistance Projects with HUD funding are documenting Section 3 labor hours to meet the requirements of Section 3 found in 24 CFR part 75. The information will be used by the Department to monitor program recipient’s compliance with Section 3, to assess the results of the Department's efforts to meet the statutory objectives of Section 3, to prepare reports to Congress, and by recipients as a self- monitoring tool.
Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions to reduce this burden, to Anna P. Guido, Reports Management Officer, QDAM, Department of Housing and Urban Development, 451 7th Street, SW, Room 4176, Washington, DC 20410-5000. When providing comments, please refer to OMB Approval No. XXXX-XXXX. HUD may not conduct and sponsor, and a person is not required to respond to, a collection of information unless the collection displays a valid control number. No assurances of confidentiality are provided for this information collection. 10/22/2024 C5 278 of 637
Section 3
Utilization
Tracker: Section 3
Labor Hours
U.S. Department of Housing and
Urban Development
Office of Field Policy and
Management
OMB 2501-0040
Expiration 04-30-2025 HUD Form 4737A
Name of Business contracted on
(Name of Project)
Identification of Section 3
Worker
Identification of
Targeted Section 3
Worker
Date of hire or first
reporting period
Total labor hours worked on a project per Section 3
Worker (Tracking of hours can be completed in a
separate wage reporting system)
EXAMPLE
List or identify all Section 3
Workers for each contracted
business. Documentation of a
Section 3 Worker is completed
outside of this form.
Indicate, by marking with
an "X" if the worker has
been identified as a
Targeted Section 3
Worker. Documentation
of a Targeted Section 3
Worker is completed
outside of this form.
Enter either the date of
hire or the date of the first
reporting period after hire
for each worker.
Enter number of hours worked by the individual employee over the duration of project.
Business Name Section 3 Worker Name
Optimus General Contractor
Employee name 1 x 5/16/2021 10
Employee name 2
Employee name 3
123 Excavation
Employee name 4
XYZ Concrete
Employee name 5 x
76 Framers
Employee name 6
Employee name 7 x
AB Drywall
Cumulative Project Labor Hours
Public reporting for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions, searching existing data sources, gathering, and maintaining the data needed, and completing and reviewing the collection of information.
Section 3 of the Housing and Urban Development Act of 1968, as amended by the Housing and Community Development Act of 1992 (Section 3), and 12 U.S.C. § 1701u ensure that employment and other economic opportunities generated by Federal financial assistance for housing and community development programs are, to the greatest extent feasible, directed toward low- and very low-income persons, particularly those who receive government assistance for housing. The regulations are found at 24 CFR Part 75. This collection of information is required to ensure that Section 3 workers and Section 3 Business concerns participating in Housing and Community Development Projects and Public Housing Assistance Projects with HUD funding are documenting Section 3 labor hours to meet the requirements of Section 3 found in 24 CFR part 75. The information will be used by the Department to monitor program recipient’s compliance with Section 3, to assess the results of the Department's efforts to meet the statutory objectives of Section 3, to prepare reports to Congress, and by recipients as a self-monitoring tool.
Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions to reduce this burden, to Anna P. Guido, Reports Management Officer, QDAM, Department of Housing and Urban Development, 451 7th Street, SW, Room 4176, Washington, DC 20410-5000. When providing comments, please refer to OMB Approval No. XXXX-XXXX. HUD may not conduct and sponsor, and a person is not required to respond to, a collection of information unless the collection displays a valid control number. No assurances of confidentiality are provided for this information collection.
FORM B: Section 3 Labor Hours Tracking
(Reporting for each Section 3 worker can occur throughout the project and as directed by the HUD recipient for the identified business(es). An alternative to this use of this form can be from a business or employer's good faith assessment of the labor hours of a full-time or part-time employee informed by the employer's existing salary or time and attendance based payroll systems, unless the project or activity is otherwise subject to requirements specifying time and attendance reporting. 10/22/2024 C5 279 of 637
Record of Employee
Interview Instructions
U.S. Department of Housing
and Urban Development
Office of Davis-Bacon and Labor Standards
OMB Approval No. 2501-0009
(exp. 12/31/2024)
Previous editions are obsolete Form HUD-11 (05/2021)
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 Standards 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?
Item 18: Please place here any additional information you may want to document or continuing information from other lines that do not fit in their block space.
Once the corresponding certified payroll reports are received, the information on the HUD-11 shall be compared to the payroll reports. Any discrepancies noted between the HUD-11 information and that on the payroll report shall be noted in Item 16, Remarks. If discrepancies are noted, follow-up actions to resolve the discrepancies must be taken.
10/22/2024 C5 280 of 637
Record of Employee U.S. Department of Housing and Urban Development OMB Approval No. 2501-0009 Interview Office of Davis-Bacon and Labor Standards (exp. 12/31/2024) Previous editions are obsolete Form HUD-11 (12/2021)
The public reporting burden estimate for this collection of information is 15 minutes per response on average. This includes reviewing instructions, searching existing data sources, gathering, and maintaining the data, and completing the collection of information. This information may not be collected, nor are you required to provide, the information requested unless it displays a currently valid OMB control number. The information collected ensures compliance with the Federal labor standards through recording interviews with construction workers. The information collected assists HUD in compliance monitoring of Federal labor standards. Any information collected is covered by the Privacy Act of 1974 and by 29 CFR 5.6(a)(5). Individuals and agencies collecting this information must maintain these records in a manner that protects the individuals on whom the information is maintained. The information collected herein is voluntary, and any information provided shall be kept confidential, but failure to provide the information collected may delay enforcement of any possible Federal labor standards violations if the information would have identified any. Comments concerning this burden statement, or this collection should be sent to: National Director, Office of Davis-Bacon and Labor Standards, 451 7th Street SW, Room 7108, Washington, DC 20410. When providing comments, please refer to OMB Approval 2501- 0009 Pursuant to 5 U.S.C. § 552a(e)(3), this Privacy Act Statement serves to inform you of the following concerning the collection of the information on this form.
A. AUTHORITY: Collection of the information solicited on this form is authorized by the Davis-Bacon Act as promulgated through Department of Labor Regulations under 29 CFR Part 5.
B. PURPOSE: The primary purpose for soliciting this information is to determine if the wages paid by an employer on a project covered by the Davis-Bacon Act are in compliance with federal labor standards.
C. ROUTINE USES: The information collected ensures compliance with the Federal labor standards through recording interviews with construction workers on topics related to wages paid on the project. The information is reviewed by HUD authorized personnel to ensure compliance with Federal labor standards under the Davis-Bacon Act on covered projects. If violations are found, the information collected is used to conduct enforcement actions to ensure restitution is paid to workers of covered projects are paid proper wages under the Davis-Bacon Act.
D. CONSEQUENCES OF FAILURE TO PROVIDE INFORMATION: The information collection is voluntary. Refusing to give information will not impact your status with your employer or the government. Failure to provide the information will limit the ability of HUD to determine if you were paid proper wages under the Davis-Bacon Act, and will limit the ability for HUD to seek restitution for you in the event a violation is found.
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?
Vacation Yes No
Medical Yes No
Pension Yes No
4c. Pay stub?
Yes No
5. Your job classification(s) (list all) --- continue in block 18 if necessary
6. Your duties --- continue in block 18 if necessary
7. Tools or equipment used --- continue in block 18 if necessary
8. Are you an apprentice or trainee? Yes No 10. Are you paid at least time and ½ for all hours worked in excess of 40 in a week? Yes No
9. Are you paid for all hours worked? Yes No 11. Have you ever been threatened or coerced into giving up any part of your pay? Yes No 12a. Employee Signature 12b. Date
13. Duties observed by the Interviewer (Please be specific.)
14. Remarks --- continue in block 18 if necessary
15a. Interviewer Name (Please Print) 15b. Signature of Interviewer 15c. Date of Interview Payroll Examination
16. Remarks --- continue in block 18 if necessary
17a. Signature of Payroll Examiner 17b. Date
10/22/2024 C5 281 of 637
Record of Employee U.S. Department of Housing and Urban Development OMB Approval No. 2501-0009 Interview Office of Davis-Bacon and Labor Standards (exp. 12/31/2024) Previous editions are obsolete Form HUD-11 (12/2021)
18. Additional Remarks
10/22/2024 C5 282 of 637
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.
C-1710/22/2024 C5 283 of 637
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.
EMPLOYEE RIGHTS
UNDER THE DAVIS-BACON ACT
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 REV 10/17
WAGE AND HOUR DIVISION
UNITED STATES DEPARTMENT OF LABOR
C-1810/22/2024 C5 284 of 637
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:
DERECHOS DEL EMPLEADO
BAJO LA LEY DAVIS-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
WH1321 SPA REV 10/17
DIVISIÓN DE HORAS Y SALARIOS
DEPARTAMENTO DE 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.
C-1910/22/2024 C5 285 of 637
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.
C-2010/22/2024 C5 286 of 637
Understand How Section 3 Applies to Your Project
Section 3 applies to housing construction, housing rehab, and other public construction (e.g. infrastructure or facilities) projects funded with over $200,000 of housing and community development financial assistance. Material supply contracts are excluded.
Understand How to Meet the Section 3 Goals
Meet the Quantitative Goals
25% or more of all labor hours on a Section 3 project must be worked by Section 3 workers, and
5% or more of all labor hours on a Section 3 project must be worked by Targeted Section 3 workers
Professional service labor hours are excluded from the goals, but may be included by choice.
Make Qualitative Efforts
Provide evidence that you made qualitative efforts to assist persons and businesses that provide opportunities to persons listed in the following order of priority: 1) Section 3 workers residing in the neighborhood of the project, 2) YouthBuild participants.
Helpful Tool: The Section 3 Guidebook provides a list of qualitative efforts that contractors and subcontractors may undertake to document that they made qualitative efforts to assist persons who are low-income with employment and training opportunities.
Understand What a Section 3 Worker Is
What is a Section 3 Worker? A worker who currently fits, or when hired within the past five years fit, at least one of the following categories as documented:
Worker who is low-income
Employed by a Section 3 business concern
YouthBuild participant
*The five-year lookback period cannot date back further than 2020.
Section 3 Job Aid
for Contractors and Subcontractors
Section 3 Job Aid
Housing and Community Development Financial Assistance 1|10/22/2024 C5 287 of 637
Understand What a Targeted Section 3 Worker Is
What is a Targeted Section 3 Worker?
A Targeted Section 3 Worker is a Section 3 worker who is:
Employed by a Section 3 business concern
Or a worker that currently fits or when hired within the past five years fit, at least one of the following categories as documented:
Living within the service area or the neighborhood of the project and qualifies as a low or very low-income worker; or
A YouthBuild participant
Helpful Tip:
All Targeted Section 3 Workers are Section 3 Workers. However, not all Section 3 Workers meet the definition of a Targeted Section 3 Worker.
Certify Your Section 3 and Targeted Section 3 Workers
Select the Option(s) You will Use for Certifying Worker Eligibility Worker Self-Certification - this option allows a worker to verify their own eligibility. A worker may use a self-certification form to certify that:
1. Their income is at or below the low-income limit, or They are a YouthBuild participant, or
They live in the service area or neighborhood of the project.
2.Employer Certification - this option allows employers to certify that the:
Worker’s paid wage rate by the employer (if annualized on a full-time basis) is at or below the low-income limit, or
Worker is employed by a Section 3 Business concern, and Worker’s address is in the service area (or neighborhood of the project) Helpful Tip:
If a person does not currently meet any of the categories above, the person or employer can look back five years (if hired within the last five years by the same employer) to verify the worker’s status.
Section 3 Job Aid
Housing and Community Development Financial Assistance 2|10/22/2024 C5 288 of 637
Determine if Your Business Qualifies as a Section 3 Business There are two different ways to qualify as a Section 3 business concern. Your business must meet one of the criteria below to be eligible.
1.At least 51% of your business must be owned and controlled by a person(s) who made less than $________ OR by a public housing resident or resident living in Section 8 assisted housing If your business meets the criteria, then you will need to self-certify ownership and income-levels of the qualifying owner(s).
a.
2.In the past 3 months, more than 75% of the labor hours worked for your business must be performed by Section 3 workers.
a.How do I figure this out?
Divide the total number of labor hours worked by Section 3 workers over the last three-month period by the total number of labor hours worked by all employees over the last three-month period. Multiply the number by 100 to get the percentage. If the percentage is 75% or greater, your business qualifies. You may self-certify your eligibility.
Additional Guidance
How Do I Determine the Service Area?
Helpful Tools:
Launch the NEPA Assist Tool. Type in the address of the project site and draw a one-mile buffer around the project site.
Use a local GIS mapping tool, if available.
Helpful Resources:
___________________________’s Section 3 Plan
Certification Forms for Workers and Businesses
Section 3 Job Aid
Housing and Community Development Financial Assistance 3| The Service Area is within one mile of the Section
3 project, or if less than 5,000 people live within
one mile of Section 3 project, the Service Area is
an area within a radius centered around the
Section 3 project site that contains 5,000
people.
Project Worksite
(1,000 population)
Worksite Circle
Expands 25 miles (2,800 population)
Worksite Circle Expands 50 miles
(5,000 population)
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DAVIS-BACON AND LABOR STANDARDS
CONTRACTOR GUIDE ADDENDUM
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Table of Contents
INTRODUCTION � � � � � � � � � � � � � � � � � � � � � � � 3 BASIC DBA DEFINITIONS � � � � � � � � � � � � � � � � � � � 3 LAWS AND REGULATIONS � � � � � � � � � � � � � � � � � � � 4 CONTRACTOR RESPONSIBILITIES � � � � � � � � � � � � � � � 7 CONTRACT ADMINISTRATOR RESPONSIBILITIES � � � � � � � � 7 WAGE BASICS � � � � � � � � � � � � � � � � � � � � � � � � � 8 REVIEWING PAYROLLS � � � � � � � � � � � � � � � � � � � � 9 REPORTING PAYROLLS � � � � � � � � � � � � � � � � � � � 11 ADDITIONAL WORK CLASSIFICATION AND WAGE RATES � � � � 14 SANCTIONS AND RESTITUTION � � � � � � � � � � � � � � � 17 10/22/2024 C5 291 of 637
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INTRODUCTION
This Guide has been prepared for you as a contractor performing work on construction projects that are assisted by the Department of Hous- ing 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 Fed- eral Acquisition Regulations (FAR) are applicable. While the guidance contained in this Guide is generally applicable to any Davis-Bacon cov- ered project, specific questions pertaining to direct Federal contracts should be addressed to the Contracting Officer who signed the contract for the Federal agency.
Our objective here is to provide you with a guide that is simple and non-bureaucratic yet comprehensive, and will help you better under- stand and comply with Davis-Bacon labor standards. HUD’s Office of Davis Bacon and Labor Standards worked closely with the Department of Labor’s Wage and Hour Division to make sure that the labor stan - dards provisions in your contract and the specifics of complying with them represent the latest information. It is the Department of Labor that has general administrative oversight of all Federal contracting agen - cies, such as HUD, which administer the day-to-day responsibilities of enforcing Davis-Bacon provisions in construction contracts that they either fund or assist in funding.
This Guide contains six main chapters. The first chapter includes the laws and regulations associated with Federal labor standards adminis- tration and enforcement. The second chapter lists the responsibilities of contractors and of state, tribal, and local contracting agencies that administer HUD programs. The third chapter lists wage basics, includ - ing wage decisions, wage classifications, and wage rates, to provide background for the rest of the Guide. The fourth chapter discusses re - viewing and reporting payrolls. The fifth chapter delves into additional work classifications and wage rates. The sixth and final chapter dis- cusses sanctions and restitution. For further background, the DBLS Agency Guide may be used as a reference.
Finally, not all HUD construction projects are covered by Davis-Bacon wage rates. For the purpose of this Guide, we are assuming that a deter - mination has already been made that Davis-Bacon wage rates are appli - cable. Should you wish assistance in determining whether Davis-Bacon wage rates apply to a particular project or if you need other related tech - nical assistance, please consult with the HUD Labor Standards Field staff for your area.
RESOURCE
Visit the Office of Davis Bacon and Labor Standards online:
www.hud.gov/program_offices/davis_bacon_and_labor_stan- dards
BASIC DBA DEFINITIONS
See Section 3 in the Agency Guide.
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LAWS AND REGULATIONS
The Davis-Bacon Act (DBA)
The Davis-Bacon Act (DBA) requires the payment of prevailing wage rates (determined by the U.S. Department of Labor) to all laborers and mechanics on Federal government and District of Columbia construc - tion projects in excess of $2,000. Construction includes alteration and/ or repair, including painting and decorating, of public buildings or public works. Most HUD construction work is not covered by the DBA itself since HUD seldom contracts directly for construction services. Most often, if DB applies to a HUD project is it because of a labor provision contained in one of HUD’s “Related Acts” (see 5.9 in the Agency Guide).
The Related Acts are often referred to as the Davis-Bacon and Related Acts or DBRA.
The Contract Work Hours
and Safety Standards Act (CWHSSA)
CWHSSA requires time and one-half pay for overtime (OT) hours (over 40 in any workweek) worked on a covered project. The CWHSSA ap - plies to both direct federal contracts and to federally-assisted contracts where those contracts require or involve the employment of laborers and mechanics and where federal wage standards (e.g., Davis-Bacon or HUD-determined prevailing wage rates) are applicable. CWHSSA provisions apply to all laborers and mechanics, including watchmen and guards, employed by any contractor or subcontractor. CWHSSA also applies to maintenance laborers and mechanics employed by con - tractors or subcontractors engaged in the operation of Public Housing Agencies (PHA), Tribally Designated Housing Entities (TDHE), and Indi- an Housing Agencies (IHA) developments.
Exemptions:
CWHSSA O/T provisions do not apply where the federal assistance is only in the nature of a loan guarantee or insurance.
CWHSSA O/T provisions do not apply to prime contracts of $100,000 or less.
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 proj- ect) to kickback, (i.e., give up or pay back) any part of their wages. The Copeland Act requires every employer to submit weekly certified payroll reports, and regulates permissible payroll deductions.
The Fair Labor Standards Act (FLSA)
The FLSA governs matters such as federal minimum wage rates and O/T. These standards are generally applicable to any labor performed and may be pre-empted by other (often more stringent) federal stan- dards such as the DBRA prevailing wage requirements and CWHSSA O/T provisions. The authority to administer and enforce FLSA provi- sions resides solely with DOL.
Davis-Bacon Regulations
DOL has published rules and instructions concerning Davis-Bacon and other labor laws in the Code of Federal Regulations (CFR). These reg- ulations can be found in Title 29 CFR Parts 1, 3, 5, 6, and 7. Part 1 ex- plains how DOL establishes and publishes DBA wage determinations (also referred to as 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 CPRs. Part 5 cov- ers the labor standards provisions that are in contracts relating to Da- vis-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 stan- dards on construction and service contracts. Finally, Part 7 sets param - eters for practice before the Administrative Review Board. These regu- lations are used as the basis for administering and enforcing the laws.
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Construction Contract Provisions
and Labor Standards Administration
Labor standards administration involves the activities that take place primarily before construction begins. Administration sets the stage for the compliance activities that occur during the construction phase. The first and sometimes most difficult step is determining whether and to what extent Davis-Bacon wage standards apply to a particular contract or project. The Factors of Labor Standards Applicability (see Appendix II-6) should be helpful. Most HUD-assisted construction work is cov- ered by Davis-Bacon, but there are some exceptions. The best and saf- est approach is to first assume that Davis-Bacon requirements will be applicable whenever the contract/project involves construction work valued in excess of $2,000, then look more closely to see if there is any reason for non-coverage. Each contract subject to Davis-Bacon labor standards requirements must contain labor standards clauses and a Davis-Bacon wage decision. These documents are normally wound into the contract specifications.
The labor standards clauses
The contract for construction is the vehicle to ensure contractor com - pliance and Davis-Bacon wage enforcement. Therefore, the bid speci- fications and/or the contract for each project subject to Davis-Bacon wage rates must contain both a Davis-Bacon wage decision and labor standards clauses. The labor standards clauses describe the responsi - bilities of the contractor concerning Davis-Bacon wages and obligate the contractor to comply with the Davis-Bacon wage and reporting requirements and with the O/T provisions of the CWHSSA (applicable only when the prime contract is valued at over $100,000). The labor standards clauses also provide for remedies in the event of violations, including the withholding of payments due to the contractor to ensure the payment of wages or liquidated damages that may be found due, and sanctions should violations occur. These contract clauses enable the contract administrator to enforce the Federal labor standards ap - plicable to the project. HUD has standard forms that contain contract clauses. For example, the HUD-92554M, Supplementary Conditions Of The Contract for Construction, which is issued primarily for FHA (Fed- eral Housing Administration) multifamily housing and other construc- tion projects administered by HUD; the HUD-4010, Federal Labor Stan- dards Provisions, which is used for CDBG (Community Development and Block Grant) and HOME (HOME Investment Partnerships Program) projects; and the HUD-5370, General Conditions for Construction Con- tracts (construction contracts >$150,000) or the HUD-5370-EZ, Gener- al Contract Conditions for Small Construction/Development Contracts (construction contracts >$2,000 but ≤$150,000) which are used for Public and Indian Housing projects. These should be wound into the contract specifications or incorporated by specific reference in the bid/ contract documents (see Labor Relations Letter 96-03).
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Davis-Bacon Wage Decisions
The term “wage decision” includes the original decision and any subse - quent decisions that modify, supersede, correct, or otherwise change the provisions of the original decision. The term “wage decision” is used within this Guide to mean the Davis-Bacon wage decision. The terms “wage decision” and “wage determination” are used interchangeably.
A wage decision is a schedule of construction work classifications, wage rates, and fringe benefits that represent the minimum rates that must be paid to workers employed in those classifications. Wage deci- sions are established for defined geographic areas, usually by county or group of counties, and four general characters of construction work.
RESOURCE
The Department of Housing and Urban Development (HUD) one stop forms resource page.
www.hud.gov/program_offices/administration/hudclips/forms
RESOURCE
All current Davis Bacon wage decisions can be accessed online at no cost at www.sam.gov
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CONTRACTOR RESPONSIBILITIES
The principal contractor is responsible for the full compliance of all em - ployers (the contractor, subcontractors, and any lower-tier subcontrac - tors) with the labor standards provisions applicable to the project. Be - cause of the contractual relationship between a prime contractor and their subcontractors, subcontractors generally should communicate with the contract administrator only through the prime contractor. (See Contract Administrator Responsibilities, below.)
CONTRACT ADMINISTRATOR
RESPONSIBILITIES
The contract administrator is responsible for the proper administration and enforcement of the Federal labor standards provisions on con - tracts covered by Davis-Bacon requirements. This term is used to rep - resent the person (or persons) who will provide labor standards advice and support to contractors and other project principals (e.g., owner, sponsor, architect), including providing the proper Davis-Bacon wage decision (see 6.1, The Wage Decision) and ensuring that the wage de - cision and contract clauses are incorporated into the contract for con - struction. The contract administrator also monitors labor standards compliance (see Section 12, Payroll Compliance Reviews and Correc - tions, in the Agency Guide) 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 admin - istered directly by HUD staff, usually FHA-insured multifamily projects, the contract administrator will be the HUD Labor Standards field staff.
But many HUD-assisted projects are administered by local contracting agencies such as PHAs, TDHEs, and States, cities and counties under HUD’s CDBG and HOME programs.
In these cases, the contract administrator will likely be local agency staff. In either case, the guidance for contractors remains essentially the same.
DOL also has a role in monitoring Davis-Bacon administration and en- forcement. In addition, DOL has independent authority to conduct in- vestigations. A DOL investigator or other DOL representative may visit Davis-Bacon construction sites to interview construction workers or review payroll information.
RESOURCE
Program technical guidance
For interpretations of program requirements or handbooks and instructions on the use of forms:
Housing Programs - See our Contact List for help.
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WAGE BASICS
The Wage Decision
Davis-Bacon labor standards stipulate the wage payment requirements for skilled workers, operators, truck drivers, and laborers—for example:
carpenters, electricians, plumbers, roofers, rollers, screeds, bulldozers, water wagons, dump trucks, and other construction work classifica - tions that may be needed for the project. The Davis-Bacon wage deci- sion that applies to the project contains a schedule of work classifica - tions and wage rates that must be followed.
Remember, the wage decision is contained in the contract specifica - tions along with the labor standards clauses. See 5.12 in the Agency Guide.
The work classifications and wage rates
A Davis-Bacon wage decision is simply a listing of different work clas- sifications and the minimum wage rates that must be paid to anyone performing work in those classifications.
You’ll want to make sure that the work classifications you need are con - tained in the wage decision, and make certain that you know exactly what wage rate(s) you will need to pay. Some wage decisions cover sev- eral counties and/or types of construction work (e.g., residential and commercial work) and can be lengthy and difficult to read. The contract administrator (HUD Labor Standards field staff or local agency staff) is available to assist with any trouble reading the wage decision or finding the applicable work classification(s).
To make reading lengthy wage decisions easier, a contract administra- tor may prepare a Project Wage Sheet (HUD-4720). This sheet is a one- page transcript that will show only the classifications and wage rates for a project. A blank copy of a Project Wage Rate Sheet is provided in the Appendix.
RESOURCE
A fillable version of this form is available online at HUDClips www.hud.gov/program_offices/administration/hudclips/forms Contact the contract administrator monitoring the project for assistance with a Project Wage Rate.
Posting the wage decision, Davis-Bacon poster,
and Additional Classifications wages
The prime contractor is responsible for posting a copy of the wage de - cision (or the Project Wage Rate Sheet), a copy of the DOL Davis-Bacon poster titled Employee Rights Under the Davis-Bacon Act (Form WH- 1321), and Additional Classifications wages at the job site in a place that is easily accessible to all the construction workers employed on the project and where the wage decision and poster will not be destroyed by wind, rain, etc. The purpose of this posting is to provide information to the construction laborers and mechanics working on the project about their entitlement to the prevailing wage for their trade, and to advise them whom to contact (the contract administrator) if they have any questions or want to file a complaint.
RESOURCE
The Employee Rights Under the Davis Bacon Act poster replac es the Notice To All Employees. The new poster is available in English and Spanish online at:
www.hud.gov/program_offices/davis_bacon_and_labor_stan- dards/olrmk13.
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REVIEWING PAYROLLS
Certified Payroll Reports (CPRs)
To demonstrate compliance with labor standards requirements, each employer shall prepare, certify, and submit payroll reports for each week to the sponsor, applicant, or owner for any contract work that is performed. See 29 CFR § 5.5(a)(3)(ii) for information on CPRs.
CPR format
Employers on an FHA project are required to use the HUD-authorized Electronic Payroll System (EPS) to submit CPR reports. If an approved electronic payroll reporting system is not being used by the LCA,, the employer must ensure that all information from DOL Payroll Form WH- 347 is included and that the LSS can reasonably interpret it. Form WH - 347 is available online at www.dol.gov/whd/forms/wh347.pdf .
Submission requirements
Each employer shall submit payroll reports beginning with the first week such employer performs work on the site of the work. Employers shall submit reports promptly following the close of each such pay week. “No Work” payrolls
Employers are not required to submit reports for weeks during which no work was performed at the site of work, provided that the payroll reports are numbered sequentially or that the employer has provided written notice that its work on the project has been suspended.
Weekly payroll certification
Each weekly payroll submitted shall be accompanied by a “Statement of Compliance” that bears the original signature of the owner, executive/ corporate officer, or a designee authorized by the owner or officer. The signature must be in ink; pencil is not acceptable. Signature stamps, photocopies, and facsimiles are not acceptable. The employer may uti- lize the reverse side of the DOL Payroll Form WH-347 as its Statement of Compliance or another document that contains the same language prescribed on the reverse of the WH-347.
False Submissions
The falsification of any of the above certifications may subject the em- ployer to civil or criminal prosecution under § 1001 of Title 18 and § 231 of Title 31 of the United States Code (USC).
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Payroll Review and Submission
The prime contractor should review each subcontractor’s payroll re- ports 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 la - borer or mechanic that is underpaid and for any liquidated damages that may be assessed for O/T violations. All the payroll reports for any project must be submitted to the contract administrator through the prime contractor.
An alert prime contractor that reviews subcontractor payroll submis - sions can detect any misunderstandings early, prevent costly under- payments, and protect itself from financial loss should underpayments occur.
Payroll Retention
Every contractor (including every subcontractor) must keep a complete set of their own payrolls and other basic records—such as employee ad - dresses and full SSNs, time cards, tax records, evidence of fringe bene - fit payments—for a Davis-Bacon project for at least three years after the project is completed. The prime contractor must keep a complete set of all the payrolls for every contractor (including subcontractors) for at least three years after completion of the project.
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 DOL.
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REPORTING PAYROLLS
Completing a Payroll Report
Each employer shall maintain payroll records with respect to their own workforce employed at the site of the work. The prime contractor shall maintain such records relative to all laborers and mechanics working at the site of the work during the course of the construction work for at least three years following the completion of the work. Such records shall contain:
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. Week dates must be indicated in the spaces provided. Numbering payrolls is optional but strongly recommended.
Employee information
The name and an individually identifying 4-digit number for each labor- er and mechanic. Employers must always maintain each employee’s ad - dress and full Social Security number (SSN) during the construction of the project and for no less than three years following completion. This information must be made available to the prime contractor, HUD, and/ or the LCA upon request.
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 to provide this information for the prime contractor’s records. DOL has modified form WH-347, Payroll, to accommodate these reporting requirements.
Work classification
Each employee must be classified in accordance with the wage deci- sion based on the type of work they perform.
Apprentices or trainees
The first payroll on which any apprentice or trainee appears must be accompanied by a copy of that apprentice’s or trainee’s registration in a registered or approved program. A copy of the portions of the regis- tered or approved program pertaining to the wage rates and ratios shall also accompany the first payroll on which the first apprentice or trainee appears.
Split classifications
For an employee that worked in a split classification, make a separate entry for each classification of work performed, distributing the hours of work to each classification accordingly, and reflecting the rate of pay and gross earnings for each classification. Deductions and net pay may be based upon the total gross amount earned for all classifications.
Hours worked
The payroll should show only the regular and O/T hours worked on one particular project. The employer must show both the daily and to - tal 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, employers should list the employee’s name, classification, hours for this project only, the rate of pay and gross earnings for this project, and the gross earned for all projects. Deductions and net pay may be based upon the employee’s total earnings (for all projects) for the week.
Rate of pay
Employers must show the basic hourly rate of pay for each employee for one particular project. If the wage decision includes a fringe benefit and the employer does not participate in approved fringe benefit programs, the employer must add the fringe benefit rate to the basic hourly rate of pay, and must list the O/T rate if O/T hours were worked. 10/22/2024 C5 300 of 637
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Piece-work
For any piece-work employees, the employer must compute an ef- fective hourly rate for each employee each week based upon the em - ployee’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 O/T hours.
The effective hourly rate must be reflected on the certified payroll. This hourly rate may be no less than the wage rate (including fringe benefits, if any) on the wage decision for the classification of work performed.
It does not matter that the effective hourly rate changes from week to week, only that the rate is no less than the rate on the wage decision for the classification of work performed.
Remember, the O/T rate is computed at one and one-half times the ba - sic rate of pay plus any fringe benefits. For example, if the wage deci- sion requires $10/hour basic plus $5/hour fringe benefits, the O/T rate would be: ($10 x 1.5) + $5 = $20/hour.
Gross wages earned
Show the gross amount of wages earned for work performed on a par- ticular project. Note: Employees with work hours and earnings on other projects may show gross wages for a particular project over gross earn - ings from all projects (e.g., $425.40/$764.85) and base deductions and net pay on the “all projects” earnings.
Deductions
Show the amounts of any deductions from the gross earnings. “Other” deductions should be identified (e.g., Savings Account or Loan Repay- ment). Any voluntary deduction (i.e., not required by law or by an order of a proper authority) must be authorized in writing by the employee or provided for in a collective bargaining (union) agreement. A short note signed by the employee is all that is needed and should accompany the first payroll on which the other deduction appears. The note needs to show the type, amount, and frequency of the deduction. A new deduc- tion authorization is required when any of the aforementioned items change.
MORE INFO
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. 10/22/2024 C5 301 of 637
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Net pay
Show the net amount of wages paid.
Statement of Compliance
The Statement of Compliance is the certification. It is located on the reverse side of a standard payroll form (WH-347). Employers must be sure to complete the identifying information at the top, particularly if at- taching the Statement of Compliance to an alternate payroll form such as a computer payroll. Also, the employer must check either 4(a) or 4(b) if the wage decision contains a fringe benefit. Checking 4(a) indicates that the employer is paying required fringe benefits to approved plans or programs; and 4(b) indicates that the employer is paying any required fringe benefit amounts directly to the employee by adding the fringe benefit rate to the basic hourly rate of pay. If the employer is paying a portion of the required fringe benefit to programs and the balance directly to the employee, the employer must explain those differences in box 4(c).
Signature
For paper payrolls submitted, the payroll is signed with an original sig- nature in ink. The payroll must be signed by a principal of the firm (owner or officer such as the president, treasurer, or payroll administrator) or by an authorized agent (a person authorized by a principal in writing to sign the payroll reports). Signature authorization (for persons other than a principal) should be submitted with the first payroll signed by such an agent. For paper payrolls, signatures in pencil, signature stamps, Xerox copies, PDFs, and other facsimiles are not acceptable.
MORE INFO
Only one Statement of Compliance is required for each employ er’s weekly payroll no matter how many pages are needed to re port the employee data.
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ADDITIONAL WORK
CLASSIFICATION AND WAGE RATES
After contract award, if it is determined that additional work classifica- tions are required because the wage decision lacks all the necessary classifications and wage rates, the prime contractor and, if applicable, its subcontractors employing workers in such classifications shall re - quest an additional work classification and propose a wage rate and fringe benefits for such classification on form SF-1444, Request for Authorization of Additional Classification and Rate. The contractor or subcontractor shall make its request for a final decision through the LSS or LCA, as appropriate, to DOL at
[email protected]. The LSS/LCA shall assist the employer in preparing the request and, if necessary, provide guid - ance on the policies and procedures involved.
Note: Additional work classifications and wage rates may be requested only after the effective wage decision “lock-in” date. (See DOL Regula - tions at 29 CFR Part 5 § 5.5(a)(1)(ii).)
Additional Work Classification
and Wage Rate Parameters
Signature
Additional work classifications must be signed by DBLS for FHA-in - sured projects managed by HUD and signed by the LCA contracting officer for projects managed by LCAs, then forwarded to DOL with the applicable wage decision where:
The requested work classification is used in the area of the project by the construction industry;
The work that will be performed by the requested work classification is not performed by a work classification that is already contained within the applicable wage decision;
The proposed wage rate for the requested work classification bears a reasonable relationship to the wage rates on the wage decision; and The workers that will be employed in the requested work classification (if it is known who the workers are or will be) or the workers’ representa - tives agree with the proposed wage rate.
General guide
The wage rate and fringe benefits proposed for any classification must be in accordance with the guidance available in All Agency Memoran- dum 213. The proposed wage rate and fringe benefits should bear a reasonable relationship to the entirety of the rates within the relevant category. There are four basic categories: skilled crafts, laborers, truck drivers, and power equipment operators. Additional classifications pro- posed for power equipment operators must specify the type(s) of pow- er equipment involved.
Making the Request
Although a request for additional work classification and wage rate may be prompted following an LSS/LCA review, the proposal must originate with the prime contractor/employer that will utilize the work classifica- tion. The prime contractor/employer must submit the request in writ- ing. A basic request must identify the contract/project involved, the work classification requested, and the wage rate, including any bona fide fringe benefits proposed. In some cases, it may be necessary for the prime contractor/employer to describe the work that the request- ed work classification would perform. The prime contractor/employer should use form SF-1444, Request for Authorization of Additional Clas- sification and Rate, to submit the request.
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LSS/LCA Review of Request
The LSS/LCA will review the prime contractor/employer’s request to determine if it satisfies the approval criteria at 5.12.1.9.2. The LSS/LCA will contact the prime contractor/employer if clarification or additional information is needed to complete the review.
Signing the request, reporting to DOL
If the LSS/LCA review finds that the requested work classifications and wage rate/fringe benefits meet the criteria at 5.12.1.9.2, the LSS/LCA submits the completed SF-1444, related documentation, and the appli- cable wage decision to the DOL National Office for final decision using DOL’s dedicated email address:
[email protected].
Disagreement with the request;
referring for DOL decision
If the LSS/LCA review finds that the requested work classification and wage rate/fringe benefits fails to meet the approval criteria or if the par - ties do not agree on the proper classification or wage rate/fringe bene - fits for the work described, the LSS/LCA shall prepare an SF-1444 and a written report explaining the results of the review and any issues in dispute among the parties, and shall forward these along with a copy of the applicable wage decision to the DOL National Office for its decision using the same dedicated DOL email address.
DOL decision
DOL regulations permit 30 days for DOL to respond to the SF-1444. DOL will notify the LSS/LCA in writing of its decision.
DOL approval
When DOL approves the requested additional work classification and wage rate/fringe benefits, the LSS/LCA shall provide a copy of the DOL notice of approval to the prime contractor/employer with instructions that the additional work classification and wage rate/fringe benefits must be posted on the job site with the wage decision.
10/22/2024 C5 304 of 637
CONTRACTOR GUIDE ADDENDUM
16 Contractor Guide Addendum
DOL disapproval
When DOL disapproves the requested work classification and wage rate/fringe benefits, DOL will notify the LSS/LCA in writing of the rea - sons why the request cannot be approved. DOL may also indicate what work classifications/wage rate/fringe benefits could be approved for the work involved if a modified request is submitted.
Notification to the prime contractor/employer
The LSS/LCA will notify the prime contractor/employer in writing of the results of the LSS/LCA review and/or DOL decision and provide a copy of the DOL notice.
Requests for DOL reconsideration
The LSS/LCA, the prime contractor/employer, or other interested par- ties may request reconsideration of the DOL decision on a requested additional work classification and wage rate/fringe benefits. Such re - quests must be made in writing accompanied by a full statement of the interested party’s views and any supporting wage data or other perti- nent information.
10/22/2024 C5 305 of 637
CONTRACTOR GUIDE ADDENDUM
17 Contractor Guide Addendum
SANCTIONS AND RESTITUTION
Introduction
Even in the best of circumstances, things can go wrong. In a Davis-Ba - con 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 ad - ministrator 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 DOL, or some - thing as significant as investigative findings following a complaint of underpayment. This chapter discusses some of the things you might expect, and what you can do to make your views known and to lessen any delays in resolving the problem or issue.
Administrative Review on
Labor Standards Disputes
The labor standards clauses in the contract and DOL regulations pro - vide for administrative review of issues where there is a difference of views between the contract administrator and any employer. The most common circumstances include:
Additional classifications and wage rates
Additional classification and wage rate requests are sometimes denied by DOL. An employer that is dissatisfied with the denial can request re - consideration by the DOL Wage and Hour Administrator. The employer may continue to pay the wage rate, as requested, until a final decision is rendered on the matter. When the final decision is known, the employer will be required to pay any additional wages that may be necessary to satisfy the wage rate that is established.
Reconsideration
DOL normally identifies the reasons for denial in its response to the re- quest. Any interested person (e.g., the contract administrator, employer, or 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 thor - oughly address the denial reasons identified by DOL. Employer requests for reconsideration should be made through the contract administrator but may be made directly to DOL. (See DOL Regulations 29 CFR § 1.8.) All requests initiated by or made through the contract administrator or HUD must be submitted through HQLS (Headquarters Office Davis-Ba- con and Labor Standards).
Administrative Review Board
Any interested party may request a review of the Administrator’s de - cision on reconsideration by DOL’s Administrative Review Board. DOL regulations 29 CFR Part 7 explain the procedures for such reviews. (See also 29 CFR § 1.9.)
Findings of underpayment
Compliance reviews and other follow-up enforcement actions may re - sult in findings of underpayment. The primary goal in every case and at every step in this process is to reach agreements about who may have been underpaid and how much wage restitution may be due, and to promptly deliver restitution to any underpaid workers. The contract administrator will usually work informally with employers to reach such agreements.
Rulings and interpretations
unrelated to findings of underpayment
DOL is the authority for rulings and interpretations unrelated to findings of underpayments. This includes disputes concerning the prevailing wage rates as determined by DOL, DBRA applicability, character of work decisions, and interpretation and application of DOL regulations at 29 CFR Parts 1, 3, and 5. These and other such matters must be referred to the DOL Wage and Hour Administrator for their ruling and/or interpreta - tion per 29 CFR § 5.13. Any request for a ruling or an interpretation from the DOL Administrator via DBLS must be submitted through HQLS with a copy to the local LSS.
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CONTRACTOR GUIDE ADDENDUM
18 Contractor Guide Addendum
Disputes concerning findings of underpayment
Underpayments usually occur when a contractor or subcontractor does not properly pay wages according to the approved wage determination and it has been identified as part of a Davis-Bacon and DBLS enforce- ment action. There may be other situations that also create underpay- ments, and they can originate from the employer, prime contractor, or any other interested party. Any underpayment decision by DBLS will in- clude a formal decision letter with a Notice of Right to Appeal.
DOL review
DOL will review the contract administrator’s report and the arguments against the findings presented in the hearing request. DOL may affirm or modify the findings based upon the materials presented. You will be notified in writing by 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 ALJ. (See DOL Regulations 29 CFR § 5.11 (b) and 29 CFR Part 6, Rules of Practice for Administrative Proceedings.)
Administrative Review Board
Contractors and/or subcontractors may request a review by the Admin - istrative 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.
Withholding
The contract administrator shall cause the withholding of payments due to the prime contractor to ensure the payment of wages that are believed to be due and unpaid (e.g., if wage underpayments or other violations are not corrected within 30 days after written notification to the prime contractor). DOL may also direct the withholding of contract payments for alleged wage underpayments. Withholding is serious and is not taken unless warranted. If withholding is deemed necessary, the contractor will be notified in writing. Only the amounts needed to meet the contractor’s (and/or subcontractors’) liability shall be withheld. 10/22/2024 C5 307 of 637
CONTRACTOR GUIDE ADDENDUM
19 Contractor Guide Addendum
Deposits and Escrows
In some situations, certain labor standards issues are not or cannot be resolved in time to meet project closeout schedules. In order to per- mit a final closing/closeout to proceed while certain labor issues are outstanding, a deposit account (HUD-administered projects, e.g. mul - tifamily housing-insured and grant programs) or an escrow account (LCA-administered projects, e.g., CDBG, HOME, HOPE VI (Housing Op - portunities for People Everywhere)) may be established as a guarantee to ensure the payment of any wages that have been or may be found due to workers that were employed in the construction of the project.
Deposit and escrow accounts may also hold fringe benefits payments that are due to plans or programs and/or liquidated damages that are assessed for violations of CWHSSA O/T provisions. The deposit or es- crow account is controlled by the contract administrator. When a final decision is rendered, the contract administrator makes disbursements from the account in accordance with the decision. Deposit/escrow ac - counts are established for one or more of the following reasons:
MORE INFO
Remember, the prime contractor is responsible and will be held liable for any wage restitution that is due to any worker employed in the construction of the project, including workers employed by subcontractors and any lower-tier subcontractors.
See 3.2, Responsibilities of the Principal Contractor, and 12.4, Restitution for Underpayment of Wages, in the Agency Guide.
Where the parties have agreed to amounts of wage resti- tution that are due, but the employer hasn’t furnished ev- idence yet that all the underpaid workers have received their back wages (e.g., unfound workers)
The amount of the deposit is equal to the total gross amount of resti- tution due to workers lacking payment evidence. As these workers are paid and proper documentation is provided to the contract administra- tor, 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 de - scribed in Section 11.4.1 of this Guide;
Sometimes, wage restitution cannot be paid to an affected employee because, for example, the employee has moved and cannot be located.
After wage restitution has been paid to all the workers who could be located, the employer must submit a list of any workers who could not be found and paid (unfound workers). See 12.4.6 in the Agency Guide for more information.
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 liquidat- ed damages, if applicable, that are estimated to be due. If the final de - termination of wages due is less than the amount estimated and placed in the escrow account, the escrow will be reduced to the final amount and the difference will be returned to the depositor. If the parties agree to the investigative findings, the amounts due to the workers will be paid by the employer. As these workers are paid and proper
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CONTRACTOR GUIDE ADDENDUM
20 Contractor Guide Addendum
-
-
documentation is provided to the contract administrator, the gross amounts corresponding to the documented payments are returned to the depositor;
If the employer is unable to make the payments to the workers (e.g., lacks the funds necessary), the contract administrator may make dis- bursements 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 withhold- ings to the appropriate agencies.
If the employer is not cooperating in the resolution, the contract admin - istrator shall make disbursements to the workers in accordance with the schedule of wages due. Amounts for unfound workers will be re - tained as described in Section 13.4.6 in the Agency Guide.
If the parties do not agree and an administrative hearing is requested, the escrow will be maintained.
MORE INFO
Remember, if you have any questions or need assistance con cerning labor standards requirements, help is always available.
Contact the contract administrator for the project you’re work ing on or the HUD Field Labor Standards staff in your area.
Where the parties are waiting for the outcome of an ad- ministrative 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 liqui- dated damages, if applicable, that have been determined due. Once a final decision is rendered, disbursements from the escrow account are made in accordance with the decision.
Administrative Sanctions
Contractors and/or subcontractors that violate the labor standards provisions may face administrative sanctions imposed by HUD and/or DOL.
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 pro - visions of the DBRA will be ineligible (debarred) to participate in any DBRA or Davis-Bacon Act contracts for up to three years. Debarment in - cludes the contractor or subcontractor and any firm, corporation, part- nership, or association in which the contractor or subcontractor has a substantial interest. Debarment proceedings can be recommended by the contract administrator or initiated by DOL. Debarment proceedings are described in DOL regulations 29 CFR § 5.12.
HUD sanctions
HUD sanctions may include Limited Denials of Participation (LDPs), de - barments, and suspensions.
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CONTRACTOR GUIDE ADDENDUM
21 Contractor Guide Addendum
-
-
Limited Denial of Participation
HUD may issue to the employer an LDP, which prohibits the employer from further participation in HUD programs for a period of up to one year. The LDP is usually effective for the HUD program in which the violation occurred and for the geographic jurisdiction of the issuing HUD Office. HUD regulations concerning LDPs are found at 24 CFR §§
24.700-24.714.
Debarment and suspensions
In certain circumstances, HUD may initiate its own debarment or sus- pension 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 initiate sus - pension where a contractor has been indicted for making false state - ments. HUD regulations concerning debarment and suspension are found at 24 CFR Part 24.
Falsification of Certified Payroll Reports
Cases that involve certified payroll falsification may be referred to DOL for its investigation at the outset or referred to DOL for administrative review/hearings or other sanctions.
All referrals suggesting consideration for criminal prosecution must be submitted through the established hierarchy:
States may submit any such recommendation to DOL directly.
MORE INFO
Remember, if you have any questions or need assistance con cerning labor standards requirements, help is always available.
Contact the contract administrator for the project you’re work ing on or the HUD Field Labor Standards staff in your area. 10/22/2024 C5 310 of 637
Project Wage Rate Sheet U.S. Department of Housing and Urban Development Office of Davis-Bacon and Labor Standards
form HUD-4720
(05/2019)
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 Layers
$
$
Tapers
$
$
Tile Setters
$
TRUCK DRIVERS
FRINGE BENEFITS:
$
OTHER CLASSIFICATIONS
GROUP # BHR TOTAL WAGE
$
$
$
$
$
$
ADDITIONAL CLASSIFICATIONS (HUD Form 4230-A)
WORK CLASSIFICATION
BASIC HOURLY
RATE
FRINGE
BENEFITS
TOTAL HOURLY
WAGE RATE
DATE OF HUD
SUBMISSION TO
DOL
DATE OF DOL
APPROVAL
$
$
$
$
10/22/2024 C5 311 of 637
U.S. Department of Labor
W age and Hour Division
PAYROLL
For contractor's optional use; see instructions at dol.gov/agencies/whd/forms/wh347 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 09/30/2026 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.
O
F
W
ITHH
O
LD
i
NG
EXEM
P
TIO
NS
WORK
CLASSIFICATION
OT
.
O
R
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
Revised December 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)10/22/2024 C5 312 of 637
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 w eekly w ages 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 t han 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 ra tes 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 3729 OF TITLE 31 OF THE UNITED STATES CODE.
10/22/2024 C5 313 of 637
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.
EMPLOYEE RIGHTS
UNDER THE DAVIS-BACON ACT
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 REV 10/17
WAGE AND HOUR DIVISION
UNITED STATES DEPARTMENT OF LABOR
C-1710/22/2024 C5 314 of 637
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:
DERECHOS DEL EMPLEADO
BAJO LA LEY DAVIS-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
WH1321 SPA REV 10/17
DIVISIÓN DE HORAS Y SALARIOS
DEPARTAMENTO DE 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.
C-1810/22/2024 C5 315 of 637
212
Appendix D:
City of Vista Stormwater Management Permit
Application Form & Reference Information
10/22/2024 C5 316 of 637
F-14
Revis
ed
Marc
h
2003
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 Permit is 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 the 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 acre of disturbed area are not required to have a Waste Discharge Identification Number (WDID). Grading projects with a disturbed area of greater than 1 acre 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.
SECTION 3: CERTIFICATION – The property owner and/or contractor must sign this section certifying that they understand the City of Vista’s minimum requirements for stormwater management of construction activities and will implement, monitor and maintain the selected BMPs to ensure their effectiveness.
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 California Stormwater BMP Handbook Caltrans Publications unit Municipal, Development/Redevelopment, Construction (916) 445-3520 & Industrial/Commercial (916) 324-8997 fax (510) 444-6771
10/22/2024 C5 317 of 637
F-16
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:
Title:
Phone #:
Grading Start Date:
Grading Finish Date:
Project Address or Location:
Project Start Date: Project Finish Date: APN NO.
Estimated amount of disturbed acreage:_________ (If equal to or greater than 1 acre, 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 is to reduce pollution to the maximum extent practicable by implementing Best Management Practices (BMPs). There are five categories of BMPs: 1) Erosion control practices, and; 2) Velocity reduction, and; 3) Sediment control practices, and; 4) Offsite sediment tracking control, and; 5) General site and materials management. BMPs from each of the five categories must be used together as a system in order to prevent erosion, sediment, waste, spills, and residues from leaving the site. When properly implemented, monitored and maintained, BMPs will function to prevent pollutants (including sediment) from leaving the site. It is the responsibility of the property owner and 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.
Best Management Practice Table
Table 1 (attached) must be used to select those BMPs that will be used to prevent stormwater pollution. At a minimum, the City requires that the BMPs designated as required in Table 1 be installed on all construction projects. However, some BMPs may not be applicable to every project. For example, if storm drain inlets are not present, then Storm Drain Inlet Protection (BMP SC10) would not be applicable. Table 2 (attached) must be completed by the project proponent to indicate which BMPs will be used.
Grading and/or Building Plan(s) Best Management Practice Checklist The following applicable information shall be shown on the grading, building and/or erosion control plans:
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 affect site drainage patterns. Location(s) where runoff from the site may enter storm drain(s), channel(s), and/or receiving waters.
Please note that each of the items identified by a check (3) in Table 1 must be included on the plans, and labeled with the designation found in the tables (for example, SS-7).
10/22/2024 C5 318 of 637
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 ________________________
10/22/2024 C5 319 of 637
Table 1.0 Minimum Construction Best Management Practices (BMPs) Daily
Work
SELECTION GUIDE
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GENERAL SITE MANAGEMENT
Employee & Subcontractor Training CA40 x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Materials Management
(select all applicable to site activities)3
Material Delivery / Storage WM-1 CA10 x x x x x x x x x x x xxx xxxx Material Use WM-2CA11 x x xxxxxxxx x xxx xxxx
Spill Prevention and Control WM-4 CA12 x x x x
Waste Management 3
Solid Waste Mgmt 3 WM-5CA20 x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Sanitary / Septic Waste Mgmt 3 WM-9CA24 x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Concrete Waste Mgmt 3 WM-8 CA23 x x x x x x xxxx x
Hazardous Waste Mgmt 3 WM-6 CA21 xxxx
Contaminated Soil Mgmt 3 WM-7CA22 xxxx xxxx xxxxx
OFFSITE SEDIMENT TRACKING
CONTROL
(must select 1 or more)3
Entrance/Exit Inspection, Cleaning x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x Stabilized Construction Entrance/Exit 3 TC-1ESC24x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Construction Road Stabilization TC-2ESC23x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Entrance/Exit Tire Wash TC-3 x xxxxxxxxxxxxxxxxxxxxxxxxxxxxx Vehicle & Equipment Management
Vehicle & Equipment Cleaning NS-8 CA30 x x x x x x x x x x x x x x x x x x Vehicle & Equipment Fueling NS-9 CA31 x x x x x x x x x x x x x x x x x x Vehicle & Equipment Maintenance NS-10 CA32 x x x x x x x x x x x x x x x x x x Construction Practices
(select all applicable to site activities)3
Water Conservation NS-1 x xxxxxxxxx x xx x xxxxx
Structure Construction & Painting WM-6 CA03 x x x x x x xxx Paving Operations NS-3 CA02 xxxxxx
Dewatering Operations NS-2 CA01 x x x x x xxxxx
VELOCITY REDUCTION
(select all applicable to site)3
Outlet Protection SS-10 ESC40 x x x x x x x x x x x x
Check Dams SC-4 ESC41 x x x x x x x x x x x
Flared Culvert End Sections SS-10 x x x x x x x x x x x Slope Roughering & Terracing NA ESC42 x x x x x x x x x x x Category of Activity
BMP
Identification
Number
Planting and
Landscaping
Storm Water Best Management Practices
(BMP)Earthwork Waterways
Site
Preparation and
Earthmoving
Construction or Relocation
of Below Ground Structures
and/or Utilities
Roadways,
Walkways and
Parking
Lots
Construction of
Above Ground
Structures
10/22/2024 C5 320 of 637
EROSION CONTROL
Site Planning Considerations 3
Scheduling 3 SS-1ESC01x xxx xxxxx xxxxxxxxxxxxxxxxxx
Preservation of Exist Vegetation 3 SS-2 ESC02 x x x x x x x x x xxxxxxxx Vegetation Stabilization
(must select 1 or more)3
Temp Seeding and Planting 3 SS-4 ESC10 x x xxxxxxxx
Temp Mulching 3 SS3,6,8 ESC11 x x xxxxxxxx
Hydroseeding 3 SS-4 x x xxxxxxxx
Vegetation Buffer Strips 3 NA x x xxxxxxxx
Physical Stabilization
(must select 1 or more)3
Dust Control 3 ESC21 xxxxxxxx xxx xxxxxxxxxx xxx
Geotextiles, Mats, and Fiber Rolls 3 SS-7 ESC20 x x xxxxxxxx Bonded Fiber Matrix 3 SS-5 x x xxxxxxxx
Soil Stabilizers 3 SS-5 x x xxxxxxxx
Temp Stream Crossing 3 NS-4ESC22 xxxx xxxxxx x xxxxxxx xx xxx Diversion of Runoff
Earth Dikes SS-9 ESC30 x x x x x x x x x x x x x x x
Ditches and Berms SS-9 xxx xxx xxxxx xx
Temp Drains and Swales SS-9 ESC31 x x x x x x x x x x x x Slope Drains SS-11 ESC32 x x x x x x x x x x x x
SEDIMENT CONTROL
(must select 1 or more)3
Silt Fence 3 SC-1ESC50 xxxx xx xxxxx xx
Straw Bale Barrier 3 SC-9ESC51 xxxx xx xxxxx xx
Sand Bag/Gravel Bag Barrier 3 SC-6, SCESC52 xxxx xxx xxxxx xx Brush or Rock Filter 3 NA ESC53 xxxx xx xxxxx xx
Storm Drain Inlet Protection 3 SC-10ESC54 xxxx xxx xxxxx xx Straw Wattles 3 SC-5 xxxx xx xxxxx xx
Sediment Trap 3 SC-3ESC55 xxxx xxx xxxxx xx
Sediment Basin (sized for 10-yr storm)3 SC-2ESC56 xxxx xx xxxxx xx
10/22/2024 C5 321 of 637
Table 2.0 Selected Construction Best Management Practices (BMPs) 3 Shown
on
plans?
If not shown on plans, why?
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GENERAL SITE MANAGEMENT
Employee & Subcontractor Training CA40
Materials Management
(select all applicable to site activities)3
Material Delivery / Storage WM-1 CA10
Material Use WM-2 CA11
Spill Prevention and Control WM-4 CA12
Waste Management 3
Solid Waste Mgmt 3 WM-5 CA20
Sanitary / Septic Waste Mgmt 3 WM-9 CA24
Concrete Waste Mgmt 3 WM-8 CA23
Hazardous Waste Mgmt 3 WM-6 CA21
Contaminated Soil Mgmt 3 WM-7 CA22
OFFSITE SEDIMENT TRACKING CONTROL
(must select 1 or more)3
Entrance/Exit Inspection, Cleaning
Stabilized Construction Entrance/Exit 3 TC-1 ESC24
Construction Road Stabilization TC-2 ESC23
Entrance/Exit Tire Wash TC-3
Vehicle & Equipment Management
Vehicle & Equipment Cleaning NS-8 CA30
Vehicle & Equipment Fueling NS-9 CA31
Vehicle & Equipment Maintenance NS-10 CA32
Construction Practices
(select all applicable to site activities)3
Water Conservation NS-1
Structure Construction & Painting WM-6 CA03
Paving Operations NS-3 CA02
Dewatering Operations NS-2 CA01
VELOCITY REDUCTION
(select all applicable to site)3
Outlet Protection SS-10 ESC40
Check Dams SC-4 ESC41
Flared Culvert End Sections SS-10
Slope Roughering & Terracing NA ESC42
EROSION CONTROL
Site Planning Considerations 3
Scheduling 3 SS-1 ESC01
Preservation of Exist Vegetation 3 SS-2 ESC02
BMP Identification
NumberStorm Water Best Management Practices
(BMP)
BMP Selected
Implementation Date Maintence Schedule Other Notes
10/22/2024 C5 322 of 637
EROSION CONTROL (continued)
Vegetation Stabilization
(must select 1 or more)3
Temp Seeding and Planting 3 SS-4 ESC10
Temp Mulching 3 SS3,6,8 ESC11
Hydroseeding 3 SS-4
Vegetation Buffer Strips 3 NA
Physical Stabilization
(must select 1 or more)3
Dust Control 3 ESC21
Geotextiles, Mats, and Fiber Rolls 3 SS-7 ESC20
Bonded Fiber Matrix 3 SS-5
Soil Stabilizers 3 SS-5
Temp Stream Crossing 3 NS-4 ESC22
Diversion of Runoff
Earth Dikes SS-9 ESC30
Ditches and Berms SS-9
Temp Drains and Swales SS-9 ESC31
Slope Drains SS-11 ESC32
SEDIMENT CONTROL
(must select 1 or more)3
Silt Fence 3 SC-1 ESC50
Straw Bale Barrier 3 SC-9 ESC51
Sand Bag/Gravel Bag Barrier 3 SC-6, SC-8 ESC52
Brush or Rock Filter 3 NA ESC53
Storm Drain Inlet Protection 3 SC-10 ESC54
Straw Wattles 3 SC-5
Sediment Trap 3 SC-3 ESC55
Sediment Basin (sized for 10-yr storm)3 SC-2 ESC56
10/22/2024 C5 323 of 637
213
Appendix E:
Potential Staging and Storage Area Exhibits
10/22/2024 C5 324 of 637
DATE:
SUBJECT:
PROJECT:
1125 E. Taylor Street
Potential Construction Staging & Storage Area ��
Public Works Department Approval Required
See Section 7 .8.4.1 for Details
July 2022
Potential Construction Staging and Storage
2022 Pedestrian M9bility Sidewalks Project - CIP_8290 10/22/2024 C5 325 of 637
214
Appendix F:
City of Vista Standard Drawings
10/22/2024 C5 326 of 637
10/22/2024 C5 327 of 637
10/22/2024 C5 328 of 637
10/22/2024 C5 329 of 637
10/22/2024 C5 330 of 637
10/22/2024 C5 331 of 637
10/22/2024 C5 332 of 637
10/22/2024 C5 333 of 637
10/22/2024 C5 334 of 637
10/22/2024 C5 335 of 637
10/22/2024 C5 336 of 637
10/22/2024 C5 337 of 637
SEE SAN DIEGO REGIONAL STANDARD DRAWING:
M-1 (24" MANHOLE FRAME AND COVER HEAVY DUTY)
NOTE: COV & BSD REQUIRE 36" MANHOLE FRAME AND COVER PER SWR-07/M-3 FOR NEW AND REHAB MANHOLE INSTALLATIONS. USE OF 24"
MANHOLE FRAME AND COVER RESERVED FOR AREAS OF UTILITY
CONFLICT AND REQUIRE SEWER ENGINEERING MANAGER APPROVAL.
PUBLIC AND PRIVATE MANHOLES COVERS TO BE CAST WITH "CITY OF VISTA - SEWER", "BUENA SANITATION DISTRICT - SEWER", OR "PRIVATE - SEWER", RESPECTIVELY.
SWR-06
STANDARD 24" Ø SEWER
MANHOLE FRAME AND COVER10/22/2024 C5 338 of 637
10/22/2024 C5 339 of 637
SEE SAN DIEGO REGIONAL STANDARD DRAWING:
M-3 (36" MANHOLE FRAME AND TWO
CONCENTRIC COVERS HEAVY DUTY)
NOTE: PUBLIC AND PRIVATE MANHOLES COVERS TO BE CAST WITH "CITY OF VISTA - SEWER", "BUENA SANITATION DISTRICT - SEWER", OR "PRIVATE - SEWER", RESPECTIVELY.
36" Ø SEWER MANHOLE FRAME
AND TWO CONCENTRIC COVERS
(HEAVY DUTY)SWR-0710/22/2024 C5 340 of 637
10/22/2024 C5 341 of 637
10/22/2024 C5 342 of 637
10/22/2024 C5 343 of 637
03/24/2022
SAN DIEGO REGIONAL STANDARD DRAWING
10/22/2024 C5 344 of 637
SWR-09
STANDARD 12" Ø SEWER
CLEANOUT FRAME AND LID10/22/2024 C5 345 of 637
10/22/2024 C5 346 of 637
SWR-30B
CONCRETE MANHOLE COLLAR
(TYPE B)10/22/2024 C5 347 of 637
10/22/2024 C5 348 of 637
10/22/2024 C5 349 of 637
10/22/2024 C5 350 of 637
10/22/2024 C5 351 of 637
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10/22/2024 C5 354 of 637
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10/22/2024 C5 358 of 637
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10/22/2024 C5 360 of 637
10/22/2024 C5 361 of 637
10/22/2024 C5 362 of 637
215
Appendix G:
City of San Diego Standard Drawings, VID
Standard Plans, and San Diego Regional
Standard Drawings
10/22/2024 C5 363 of 637
DRAW ING
NUMBER
COORDINATOR R.C.E. 56523 DATE
BY APPROVED DATEREVISION
CITY OF SAN DIEGO - STANDARD DRAW ING OF SAN DIEGO STANDARDS COMMITTEE
RECOMMENDED BY THE CITY
(SEE NO TE 5)
10" M IN.
PER PLANS
STO RAG E
PER SPECIFICATIONS
DEPTH
W IDTH
INVERT ELEVATION
80°
45 °
80°
45°
PER PLANS,
DEPTH DEPTH
3" M IN O R
O R
10" M IN.
(SEE NO TE 5)
ORIGINAL CG J.NAGELVOORT
SDSW -102
PERFO RATED UNDERDRAIN DETAIL
90% CO M PACTION O R
PER G EO TECHNICAL ENG INEER'S
IM PERM EABLE LINER
W ASHED AGG REGATE
8" M IN PERFO RATED UNDERDRAIN
(SEE DETAIL A)
RECO MM ENDATIONS
SEE NO TE 6
(4) PERFO RATED HO LES,
IM PERM EABLE LINER
SIDES ONLY.
6" SCARIFIED SUBG RADE
BELL
PIPE O .D.
PIPE I.D.
83" Ø
STAGG ERED HO RIZ. RO W S
M IN. @ 3-1/4"
SPACING ALONG PIPE W /
PER PLANS
PLANS
PER
PER PLANS PER PLANS
PER PLANS
PER PLANS
PER PLANS
06 /18
UNDERDRAIN W ITH BO TTO M LINER
PERFO RATED HO LE PLACEM ENT
DETAIL A - UNDERDRAIN W ITHOUT BO TTO M LINER
3 "
M
I
N
.
C
C
NO TES:
SEE ADDITIONAL NO TES ON SHEET 2
SHEET 1 O F 2
06/05/2018
10/22/2024 C5 364 of 637
DRAW ING
NUMBER
COORDINATOR R.C.E. 56523 DATE
BY APPROVED DATEREVISION
CITY OF SAN DIEGO - STANDARD DRAW ING OF SAN DIEGO STANDARDS COMMITTEE
RECOMMENDED BY THE CITY
FITTING AND JO INT M ATERIAL SHALL BE CO M PATIBLE W ITH THE PIPE M ATERIAL.
ACCO RDING TO PLANS.PIPE PENETRATIONS THROUGH IM PERM EABLE BARRIER SHALL BE SEALED PIPE, FITTING , AND JO INT DIM ENSIONS SHALL BE CO M PATIBLE AND M EASURED IN ACCO RDANCE W ITH ASTM D 2122.
PER ENG INEER'S APPROVAL.
SDSW -102
PERFO RATED UNDERDRAIN DETAIL
PERFO RATED PLASTIC PIPE SHALL BE SM OO TH-W ALL PVC PLASTIC PIPE O R CO RRUGATED PVC PLASTIC PIPE W ITH A SM OO TH INTERIO R SURFACE, M ADE O F PVC PLASTIC HAVING A CELL CLASSIFICATION O F 12454 O R 13364, AS DEFINED IN ASTM D1784.
DEPTH O F PERFO RATED PVC PIPE M AY BE ADJUSTED TO TIE INTO THE ADJACENT CONNECTION PO INT O F THE
DO W NSTREAM DRAINAG E INFRASTRUCTURE, AS NEEDED,
FO R PERM EABLE PAVEM ENT UNDERDRAINS, M INIM UM O FFSET TO INSIDE EDG E O F TRENCH SHALL BE 10 INCHES.
NO TES:
PER PLANS, PLACEM ENT O F THE UNDERDRAIN SHALL BE O R AS DIRECTED BY THE ENG INEER. HO RIZONTAL LO CATION M AINTAINED.
M AY VARY W ITHIN PAVEM ENT SECTION AS LONG AS M INIM UM O FFSET DISTANCES AND BO TTO M SLO PES ARE
6. 5.
4. 3.
2. 1.
ORIGINAL CG J.NAGELVOORT 06 /18
SHEET 2 O F 2
06/05/2018
10/22/2024 C5 365 of 637
10/22/2024 C5 366 of 637
10/22/2024 C5 367 of 637
10/22/2024 C5 368 of 637
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10/22/2024 C5 379 of 637
1" CHAMFER 1 '-O"
/
£1-1/2: 1 SLOPE UNLIMITEDOR
/ / LEVEL SURFACE 1'-0" 1" CHAMFER
�-/;:
2 •
�
:
�
IC���:�:�z)1 " CHAMFER
----
I 11-I z i � II (.') [iJ I
TYPE-A WALL
(.') : [iJ 0
I _I .....
..,,...__.____ ..._·.·-------"-� (APPLICABLE FOR ALL TYPES OF BACKFILL LOADINGS) MIN-I a
-• I H/2+10"
EXPANSION JOINT @ 30' -0"± CENTERS (MAX) AND/OR @ EACH STEP.
WALL HEIGHT lYPE
A 1'-6" 2'-0" 3'-o"
B 4'-o" 5'-o" 6'-o" 3'-0"
C 4'-0" 5'-o" 6'-o" NOTE:
TYPE-8 WALL
ELEVATION
BASE
1'-0" 1'-0" 2'-4" 2·-10" 3'-4" 3'-10" 1'-6" 2'-0" 2'-6" 3'-0" SEE C-10 FOR SECTION A-A, NOTES AND DETAILS.
I II z j: :!!: (.') : [iJ 0 I I.....
�---�- � ·::·�.:--<:·' MINI a
H/2
THERE SHALL BE NO LOADINGS EXTENDING ABOVE TOP OF WALL WITHIN A DISTANCE EQUAL TO HEIGHT OF THE WALL.
TYPE-C WALL
FINISHED GROUND LINE
LEVEL REFERENCE
CONCRETE
CF/FT 1.50 cu ft. 2.00 cu ft. 4.99 cu ft. 7.66 cu ft. 10.82 cu ft. 14.49 cu ft. 3.75 cu ft. 6.00 cu ft. 8.75 cu ft. 12.00 cu ft.
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL Kercheval
Reviewed TS T. Stanton
Reviewed DH T. Stanton
Reviewed RP S. Engeda
12 75
11/15
09/18
03/22 GRAVITY RETAINING WALLS DRAWING NUMBER C-09
10/22/2024 C5 380 of 637
CONCRETE CONCRETE SHALL BE 560-C-3250.
DESIGN CONDITIONS WALLS ARE TO BE USED FOR THE LOADING CONDITIONS SHOWN FOR EACH lYPE WALL. DESIGN H MAY BE XCEEDED BY SIX INCHES BEFORE GOING TO NEXT SIZE.
DESIGN DATA FC = 1200 PSI F'C = 3000 PSI EARTH = 120 PCF AND EQUIVALENT FLUID PRESSURE=36 PSF PER FOOT OF HEIGHT WALLS SHOWN FOR 1-1/2:1 UNLIMITED SLOPING SUCHARGE ARE DESIGNED IN ACCORDANCE WITH RANKINE'S FORMULA FOR UNLIMITED SLOPING SURCHARGE WITH </J = 42'. NOTE: MAXIMUM TOE PRESSURE UNDER WALL FOOTING = 1-1/2 TONS/SQ. FT. SPECIAL DESIGN REQUIRED WHERE FOOTING MATERIAL IS INCAPABLE OF SUPPORTING THIS PRESSURE.
EXCAVATION AND BACKFILL COMPACTION OF BACKFILL MATERIAL BY JETTING OR PONDING WITH WATER WILL NOT BE PERMITTED. EACH LAYER OF BACKFILL SHALL BE MOISTENED AS DIRECTED BY THE ENGINEER AND THOROUGHLY TAMPED, ROLLED OR OTHERWISE COMPACTED UNTIL THE RELATIVE COMPACTION IS NOT LESS THAN 90 PERCENT.
TOP EXTENSION IF SPECIFIED FILLER MATERIAL: 1 " MAX CRUSHED AGGREGATE 4 CU. FT. MIN AT EACH DRAIN. 4" DIA. DRAINS WITH 1 / 4" GALV. WIRE MESH SCREEN, 8 11 ABOVE OUTSIDE GROUND SURFACE, SLOPE 1 /2" PER FT. LOCATE DRAINS @ 15'-Q" CENTER TO CENTER OR AS DIRECTED BY THE ENGINEER. lYPICAL DRAINAGE
WHEN H IS GREATER
THAN 4'-0"
1 /2" EXPANSION JOINT, FILL WITH PREMOLDED EXPANSION JOINT FILLER. LOCATE JOINTS AT APPROX. 30' -0" CENTERS OR AS DIRECTED BY THE ENGINEER. 1/2" CHAMFER WATER STOP, USE ONLY WHEN WATERTIGHT JOINT IS REQUIRED, SEE WATER STOP DETAIL.
SECTION A-A
EMBEDMENT 2-3/8" MIN
1·( 'I' 2·1 NO BACKFILL MATERIAL SHALL BE DEPOSITED AGAINST CONCRETE RETAINING WALLS UNTIL THE CONCRETE HAS DEVELOPED A STRENGTH OF 2,500 PSI IN COMPRESSION AS DETERMINED BY TEST CYLINDERS, OR UNTIL 28 DAYS AFTER WALL HAS BEEN PLACED. ��-�-----s-· 3/8" DIAj 3/8" \_SPLIT PERMITTED
Revision By Approved ORIGINAL Kercheval
Reviewed TS T. Stanton
Reviewed DH T. Stanton
Reviewed RP S. Engeda
Date 2 75
11/15
09/18
03/22
RUBBER WATERSTOP USE ONLY WHEN WATERTIGHT JOINT IS REQUIRED.
RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE
GENERAL NOTES AND DETAILS
FOR GRAVITY RETAINING WALLS DRAWING C-10NUMBER
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MONOLITHIC CURB IF SPECIFIED OR REQUIRED TRANSITION AREA .S, ' ,� //
.· .· -· , .. · ·,.· .· .··· .. · -· ( .· .· .·..• : • .. -:-'-'.\: • .... :· ·:· .. : - ._1 __ .• ·. ·.·:_ : ;_ .. ·
SIDEWALK
CURB
SEE TYPE B
-·�·
z 4'-o" z
l_A
PLAN-TYPE A
MONOLITHIC CURB IF SPECIFIED OR REQUIRED
FACE OF CURB
FACE OF CURB
LIP OF GUTTER
4' MIN
4'-0" Z
l_A
R W
LIP (TOE) OFGUTTER
PLAN-TYPE B
NOTES: 1. SEE STANDARD DRAWING G-32A FOR GENERAL NOTES. 4" THICK MIN
2. FOR TRUNCATED DOMES DETAILS, SEE STANDARD DRAWING G-30.
3. Z SIDE SLOPES SHALL BE 1: 10 OR 15' MAX. 4. LANDING CROSS SLOPE SHALL BE 2.0% MAX IN BOTH DIRECTIONS.
SECTION A-A
5% MAXIMUM GU TTERAPRON SLOPE AT RAMP OPENING
SEE DETAIL BSTANDARD DRAWING G-32A
5.*LANDING MAY BE REDUCED TO 3' MIN IF INFEASIBLE BUT Z SIDE SLOPES SHALL BE 1 :12 MAX OR 15' MAX.
Revision By Approved Date RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE ORIGINAL BAHMANIAN 04 86 UPDATE K.EQUIPADO 12/22 CURB RAMP -TYPES A AND B
(NEW CONSTRUCTION) DRAWING
NUMBER G-27 A
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Appendix H:
Sample Public Notification Documents
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NOTICE
NAME STREET
IMPROVEMENTS
WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista will be constructing street improvements on STREET NAME from S TREET NAME to STREET NAME.
The construction will require the implementation of traffic control to accommodate the work. Some work may also take place at adjacent driveways, which will temporarily affect access.
The project may cause some inconvenience during construction, but once the work is complete STREET NAME will have much needed street improvements.
We will endeavor to complete this work as quickly as possible and with a minimum of inconvenience to you. Thank you for your understanding and cooperation during the construction of this project.
If you have any questions about the project or any concerns during construction, please contact one of the individuals below:
Construction Contractor
Name
Company
Phone number
City Inspector
Name
Engineering Department
(760)643-5384
@cityofvista.com
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NOTIFICACION
Movilidad Peatonal 2020
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:
STREET NAME
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 [email protected] [email protected] E-mail address Atentamente,
Gerente del Proyecto para la Ciudad, Name
Ciudad de Vista, Departamento de Ingeniería
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City of Vista
Public Works Department
NOTICE
Slurry Seal of Various Streets
NO PARKING OR DRIVING
7:00 A.M. - 5:00 P.M.
SORRY FOR THE INCONVENIENCE
Your street will be closed to ALL TRAFFIC on:
______________________________________________________
so that we may improve its surface.
Since parking on the street will be prohibited on this date,
PARK YOUR CAR ON AN ADJACENT, NON-POSTED STREET
before the above time so that you will not be deprived of its use.
PARKED CARS WILL BE TOWED
You will NOT BE ALLOWED TO DRIVE on your street until the surface dries. Slurry seal is sticky and will adhere to your tires if you drive on it when it is wet, so please obey all construction area signs.
Please do not permit water to run in the gutter during street work.
This will help the slurry to dry. If your trash is scheduled for pick up on this date, please have it out by 6:00 a.m. On major thorough-fare, driving and business access 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 effect 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.
Due to the number of streets scheduled, we cannot tell you the exact time your street will be done. We realize the inconvenience caused by limited access to your street. Please understand that the inconvenience caused at this time is very small compared to what would later be required if this protection were not applied.
THANKS FOR YOUR COOPERATION
City of Vista, Public Works Department
(760) 726-1340 extension 1606
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Ciudad de Vista
Departamento de Obras Públicas
ATENCIÓN
Aplicación de “Slurry Seal” (una capa
asfáltica) en varias calles de la ciudad
NO MANEJAR O ESTACIONAR
7:00 A.M. - 5:00 P.M.
DISCULPE LAS MOLESTIAS
Su calle estará cerrada para TODO EL TRÁFICO el día:
______________________________________________________
Para hacer arreglos a la superficie de la calle
Como no podrá estacionarse durante la fecha indicada,
ESTACIONE SU VEHICULO EN LAS CALLES VECINAS DONDE
ESTA PERMITIDO antes de la fecha y horario indicado para no privarlo del uso de su vehiculo.
LA GRÚA SE LLEVARA LOS VEHÍCULOS
ESTACIONADOS EN ESTA CALLE
NO PODRÁ MANEJAR en su calle hasta que la capa de asfalto este seco. El “Slurry Seal” es pegajoso y podrá causarle daño a las llantas de su vehiculo si maneja mientras este mojado. Por favor obedezca todos los letreros y señales de construcción.
No deje correr agua en la orilla de la calle durante las horas de trabajo. Esto ayudara a que se seque el asfalto. Si es el mismo día esta programado para que recojan la basura, por favor sáquela antes de las 6:00 A.M. En calles principales se podrá manejar y habrá acceso a los negocios.
EN CONDICIONES NORMALES su calle estará en servicio antes de las 5:00 P.M. Pero, si surgen problemas, puede afectar el tiempo de terminación. Si no se puede terminar por problemas del clima (lluvia), o cualquier otra circunstancia, se hará un nuevo horario y se le notificara dentro de dos semanas
Debido al número de calles programadas para una capa asfáltica, no podemos dar un tiempo exacto para la terminación de la obra en su calle. Sabemos que necesitan tener acceso a su calle. Por favor tenga en cuenta que el problema de su calle puede empeorar si no se arregla pronto.
GRACIAS POR SU COOPERACIÓN
Ciudad de Vista, Departamento de Obras
Públicas
(760) 726-1340 extensión 1606
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Appendix I:
Project Sign Layout Example
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Nevada and Lemon Sidewalks
and Lighting Project
Construction schedule:
Month Year through Month Year
Vista City Council
Mayor John B. Franklin
Deputy Mayor Katie Melendez
Councilmember Joe Green
Councilmember Corinna Contreras
Councilmember Dan O’Donnell
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Appendix J:
City of Vista Encroachment Permit Application
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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:
[email protected]
SIGNATURE
PRINT NAME
DATE
NOTICE: THIS IS NOT AN ENCROACHMENT PERMIT - CONTRACTOR MUST SIGN ACTUAL PERMIT IN PERSON Version Date July 202310/22/2024 C5 412 of 637
CITY OF VISTA
Requirements for Encroachment Permits
1.Must have State Contractor’s License.
2.Required License Types: For trenching, only A, C-34, C-36 & C42 allowed Additional License Types may be allowed for Surface Improvements
3.State of California Occupational Safety and Health Permit (CALOSHA).
4.Must submit applicable Underground Service Alert Number, if applicable.
5.Must have valid City of Vista Business License.
6.Must have Workers Compensation Insurance with the City of Vista as Certificate Holder.
7.Must have Liability Insurance with the City of Vista listed as the Certificate Holder and as Additional Insured.
If working in a street or easement, liability amount must be at least $1,000,000.00 For surface improvements - sidewalks or driveways amount must be $500,000.00
8.Must have $1,000,000.00 of pollution liability insurance if doing any work on or within public sewer manholes or public sewer mains.
9.Must adhere to the attached City Notices for Traffic Control, Materials, and Stormwater standards.
10.Permit Fee & Required Cash Trust Deposit: Minimum cost of permit is $1,669.85 plus a minimum cash trust deposit of $500.00 or an amount equal to the cost of the improvements being done within the City’s right-of-way. Minimum permit fee covers 3 hours of inspection time and 30 minutes for preconstruction meetings. Additional fees will be due if more than 3 hours of inspection time is required.
Trust Deposit may be returned as follows.
Ninety percent (90%) of Cash Deposit may be returned upon completion and approval of the improvements by the City Engineer or his designee.
The remaining ten percent (10%) or a minimum of $500.00 will be held for a period of one year after the completion and final approval of the work and may be returned if the funds are not required to correct improvement defects, unacceptable surface work and trench failure or subsidence which is not corrected within (5) working days after notification.
APPROVABLE TRAFFIC CONTROL PLANS MUST TO BE SUBMITTED WITH PERMIT APPLICATION. ISSUANCE OF PERMIT MAY BE DELAYED IF NOT SUBMITTED.
TRAFFIC CONTROL PLANS MUST MEET ALL REQUIREMENTS MANDATED WITHIN THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES.
200 Civic Center Drive • Vista, CA 92084 • Ph 760-639-6111 • Fax 760-639-6112
PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance ***** Endorsements must cover Ongoing and Completed Operations ***** 10/22/2024 C5 413 of 637
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 10/22/2024 C5 414 of 637
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 10/22/2024 C5 415 of 637
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 10/22/2024 C5 416 of 637
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Appendix K:
EDCO Trash Schedule, VUSD Schedule, NCTD
Route Map
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Key: Bold – Non‐Student Day VISTA UNIFIED SCHOOL DISTRICT *‐ Minimum Day 2024‐2025 School Calendar Board Approved: 12/14/21
Board Revision Date: 4/18/24
School
Month M T W T F Student
Days
Teacher
Days Key Dates/Explanations
July 1 2 3 4 5
8 9 10 11 12 July 4 (Independence Day Legal Holiday)
15 16 17 18 19
22 23 24 25 26
29 30 31
August 1 2
12 16
5 6 7 8 9
12 13 14 15 16
19 20 21 22 23
26 27 28 29 30
Aug. 9 (District Professional Dev. Day Non-Student Day) Aug. 12 (District Professional Dev. Day Non-Student Day) Aug. 13 (Teacher Preparation Day Non-Student Day)
Aug. 14 (Site Professional Dev. Day Non-Student Day)
Aug. 15 (First Day of School)
September 2 3 4 5 6
20 20
9 10 11* 12 13
16 17 18 19 20
Sept. 2 (Labor Day Legal Holiday)
Sept. 11 (K-8 Staff Development Day Minimum Day)
23 24 25 26 27
30 October 1 2 3 4
23 23
7 8 9 10* 11*
14 15 16 17 18
21 22 23 24 25
28 29 30 31
November 1
14 14
4 5 6 7 8
11 12* 13* 14* 15*
18 19 20 21 22
25 26 27 28 29
Nov. 1 (Non-Student/Non-Staff Day)
Nov. 11 (Veteran’s Day Legal Holiday)
Nov. 12 - 15 (K-5 Parent Teacher Conf. Minimum Days)
Nov. 13 & 14 (6-8 Parent Teacher Conf. Minimum Day)
Nov. 25 - 29 (K-12 Non-Student Days)
Nov. 28 (Thanksgiving Holiday Legal Holiday)
December 2 3 4 5 6
15 15
9 10 11 12 13
16 17 18* 19* 20*
23 24 25 26 27
Dec. 18 - 20 (RBVHS & VHS Finals Minimum Days)
Dec. 19 & 20 (MVHS Finals Minimum Days)
Dec. 23 - 31 (Winter Recess School Resumes Jan.8)
Dec. 25 (Christmas Day Legal Holiday) 30 31
January 1 2 3
17 19
6 7 8 9 10
13 14 15 16 17
20 21 22 23 24
27 28 29 30 31
Jan. 1 (New Year’s Day Legal Holiday)
Jan. 1 - 5 (Winter Recess School Resumes Jan. 8)
Jan. 6 (HS Professional Dev. Day Non-Student Day)
Jan. 6 (K-8 Non-Student/Non-Staff Day)
Jan. 7 (District Professional Dev. Day Non-Student Day) Jan. 20 (M.L. King Birthday Legal Holiday)
February 3 4 5 6 7
17 17
10 11 12 13 14
17 18 19 20 21
24 25 26* 27 28
Feb. 13 (Non-Student/Non-Staff Day)
Feb. 14 (Lincoln’s Birthday Observed Legal Holiday)
Feb. 17 (President’s Day Legal Holiday)
Feb. 26 (K-8 Staff Development Day Minimum Day)
March 3 4 5 6 7
20 20
10 11 12* 13* 14
17 18 19 20* 21*
24 25 26 27 28
March 12 & 13 (6 - 8 Parent/Teacher Conf. Minimum Day)
March 20 & 21 (MVHS Finals Minimum Day)
March 31 (Spring Break)
31 April 1 2 3 4
18 18
7 8 9 10 11 April 1 - 4 (Spring Break)
14 15 16 17 18
21 22 23 24 25
28 29 30
May 1 2
21 21
5 6 7 8 9 May 26 (Memorial Day Legal Holiday)
12 13 14 15 16
19 20 21 22 23
26 27 28 29 30
June 2* 3* 4* 5 6
33 9 10 11 12 13
16 17 18 19 20
23 24 25 26 27
June 2 - 4 (RBV/VHS Finals Minimum Days) June 3
& 4 (MVHS Finals Minimum Days)
June 4 (Last Day of School Minimum Day – All)
June 19 (Juneteenth Legal Holiday)
30 180 STUDENT DAYS
186 STAFF DAYS
Oct. 10 & 11 (MVHS Finals Minimum Days)
Key: Bold – Non‐Student Day VISTA UNIFIED SCHOOL DISTRICT *‐ Minimum Day 2025‐2026 School Calendar School
Month M T W T F Student
Days
Teacher
Days Key Dates/Explanations
July 1 2 3 4
7 8 9 10 11 July 4 - Independence Day (Legal Holiday)
14 15 16 17 18
21 22 23 24 25
28 29 30 31
August 1
13 16
4 5 6 7 8 Aug. 8 (District Professional Dev. Day Non-Student Day) 11 12 13 14 15 Aug. 11 & 12 (Site Professional Dev. Day Non-Student Day) 18 19 20 21 22 Aug 13. First Day of School
25 26 27 28 29
September 1 2 3 4 5
21 21
8 9 10* 11 12 Sept. 1 (Labor Day Legal Holiday)
15 16 17 18 19 Sept. 10 (K-8 Staff Development Day Minimum Day) 22 23 24 25 26
29 30
October 1 2 3
23 23
6 7 8 9* 10* Oct. 9 & 10 (MVHS Finals Minimum Days)
13 14 15 16 17
20 21 22 23 24
27 28 29 30 31
November 3 4 5 6 7
13 13
Nov. 10 (K-12 Non-Student Days)
10 11 12 13 14 Nov. 11 (Veteran’s Day Legal Holiday)
17 18* 19* 20* 21* Nov.18 - 21 (K-5 Parent Teacher Conf.Minimum Days) 24 25 26 27 28 Nov. 19 & 20 (6-8 Parent Teacher Conf. Minimum Day) Nov. 24-28 (K-12 Non-Student Days)
Nov. 27 & 28 (Thanksgiving Holiday Legal Holiday)
December 1 2 3 4 5
15 15
Dec. 17 – 19 (RBVHS & VHS Finals Minimum Days)
8 9 10 11 12 Dec. 18 & 19 (MVHS Finals Minimum Days)
15 16 17* 18* 19* Dec. 22 –31 (Winter Recess School Resumes 1/7) 22 23 24 25 26 Dec. 25 – (Christmas Day Legal Holiday)
29 30 31
January 1 2
17 19
Jan. 1 (New Year’s Day Legal Holiday)
5 6 7 8 9 Jan. 1-2 (Winter Recess School Resumes 1/7)
12 13 14 15 16 Jan. 5 (HS Professional Dev. Day Non-Student Day) 19 20 21 22 23 Jan. 5 (K-8 Non-Student/Non-Staff Day
26 27 28 29 30 Jan. 6 (District Professional Dev. Day Non-Student Day) Jan. 19 (M.L. King Birthday Legal Holiday)
February 2 3 4 5 6
15 15
Feb. 16 (President’s Day (Legal Holiday)
9 10 11 12 13 Feb. 17 (Observed Lincoln’s Birthday (Legal Holiday) 16 17 18 19 20 Feb. 16 - 20 (President’s Week Non-Student/Non-Staff Day) 23 24 25* 26 27 Feb. 25 (K-8 Staff Development Day Minimum Day) March 2 3 4 5* 6*
20 20
9 10 11* 12* 13 Mar. 5 & 6 (MVHS Finals Minimum Day)
16 17 18 19 20 Mar. 11 & 12 (6 –8 Parent/Teacher Conf.Minimum Day) 23 24 25 26 27 Mar. 30 & 31 (Spring Break)
30 31
April 1 2 3
19 19
6 7 8 9 10 Apr. 1 – 3 (Spring Break)
13 14 15 16 17
20 21 22 23 24
27 28 29 30
May 1
20 20
4 5 6 7 8 May 25 (Memorial Day Legal Holiday)
11 12 13 14 15
18 19 20 21 22
25 26 27 28 29
June 1 2* 3* 4* 5
44 June 2 –4 (RBV/VHS - Finals Minimum Days)
8 9 10 11 12 June 3 & 4 (MVHS Finals - Minimum Days)
15 16 17 18 19 June 4 (Last Day of School Minimum Day –All) 22 23 24 25 26 June 19 (Juneteenth Legal Holiday)
29 30
180 STUDENT DAYS * 185 STAFF DAYS
Board Approved: 4/18/24
10/22/2024 C5 421 of 637
10/22/2024 C5 422 of 637
10/22/2024 C5 423 of 637
--~~-i-/ __ .X
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, I HE PROJECT SPECIFICATIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBQOK"), ANY SUPPLEMENTS, AND THE SAN DIEGO REGIONAL SUPPLEMENT TO THE STANDARD SPECIFICATIONS FO~ PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED.
CAPITAL IMPROVEMENT PROJECT PLANS FOR
-----------
STANDARDS
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER:
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE CAyL:
NEVADA AND LEMON
SIDEWALKS AND LIGHTING PROJECT
1. CITY OF VISTA DEVELOPMENT CODE
2. CITY OF VISTA STANDARD DRAWINGS AND/OR TRAFFIC SIGNAL MANUAL
3. THIS SET OF PLANS
UNDERGROUND SERVICE ALERT
SAN DIEGO GAS & ELECTRIC
AT&T
VISTA IRRIGATION DISTRICT
VISTA IRRIGATION DISTRICT
COX COMMUNICATIONS
TIME WARNER CABLE
CITY OF VISTA
CITY OF VISTA
(EMERGENCY)
(EMERGENCY)
(ENGINEERING DEPT.)
(EMERGENCY)
(EMERGENCY)
(EMERGENCY)
(MAIN NUMBER)
(ENGINEERING DEPT.)
Ri'RESS 811
00-411-7343
RESS 611
'160-597-3116
760-597-3131 f 60-599-6063
760-438-77 41
7~0-726-1340
7~0-639-6111
CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWE~ SPILLS OR STORM DRAIN CONTAMINATION: CALL NOVA COMMUNICATIONS@ 760-825-3135 (IDENTIFY "CITY OF VISTA") [BACK-UP PHONE: SOLU-CENTER@877-804-1088]. i
I
3. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS ~ERFORMING ANY OF THE WORK SHOWN ON THIS PLAN. THE PERMIT CAN BE OBTAINED AT THE CITY OF VISTA DEV LOPMENT CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK. THE CONTRACTOR SHALL
GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION D PARTMENT FOR A PRE-CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING WOR . PHONE: 760-639-6113. ALL WORK IS SUBJECT TO INSPECTION BY THE CITY.
4. NEITHER THE AGENCY NOR THE ENGINEER OF WORK WILL EN FOR E SAFETY MEASURES OR REGULATIONS. THE
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SA ETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLEY RESPONSIBLE FOR CONFROMING TO ALL LOCAL, STATE, Af)ID FEDERAL SAFETY AND HEALTH STANDARDS, AND REGULATIONS.
i
CONTRACTOR SHALL POTHOLE, MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITES
SUFFIENTL Y AHEAD OF CONSTRUCTION TO PERMIT CHANGES TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF THE ACTUAL LOCATION OF EXISTING FACILITIES. CONTRACTOR Sf-lALL NOTIFY THE ENGINEER OF WORK OF ANY DIRCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONplTIONS PRIOR TO STARTING CONSTRUCTION.
BEFORE EXCAVATING FOR THIS CONTRACT, CONTRACTOR SHALLj~ERIFY LOCATION OF UNDERGROUND UTILITIES. THE
EXISTIENCE AND LOCATION OF ANY UNDERGROUND UTILITY CON UITS OR STRUCTURES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MA Y NOT REFLECT ALL EXISTING UTILITIES.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASIIJRES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NdT SHOWN ON THESE PLANS.
8. CONTRACTOR SHALL REMOVE ALL EXISTING IMPROVEMENTS IN iNFLICT WITH THE PROPOSED IMPROVEMENTS OR PROTECT EXISTING IMPROVEMENTS AS INDICATED ON PLANS. C NTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS WHICH WERE SHOWN TO BE PROTECT_ DIN PLACE.
ALL DRY UTILITIES (GAS, ELECTRICAL AND TELECOMMUNICATIONS) WILL BE RELOCATED OR MODIFIED BY THE RESPECTIVE UTILITY OWNER OR THEIR REPRESENTATIVE. •
10. ALL WATER AND SEWER FACILITY WORK SHALL BE DONE IN ACCORDANCE WITH THE RESPECTIVE DISTRICT STANDARDS AND SPECIFICATIONS AND BE APPROVED BY THEIR INSPECTORS.
11. EXISTING UTILITIES NOT RELOCATED BY OWNER SHALL BE RELOCATED BY THE CONTRACTOR TO INSTALL PROPOSED IMPROVEMENTS.
' 12. DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO R,EDUCE FUGITIVE DUST.
13. THE CONTRACTOR SHALL GIVE REASONABLE TIME OF NOTIFICATION TO OCCUPANTS OR OWNERS OF PROPERTY
ADJACENT TO PROJECT TO PERMIT THEM TO SALVAGE OR RELOCATE EXISTING IMPROVEMENTS WITHIN THE RIGHT-OF-WAY OR ON PRIVATE PROPERTY WHICH WILL BE AFFECTED BY THE WORK. ' 14. CONTRACTOR SHALL REMOVE/ REPLACE/ RELOCATE ANY LANDS(;APING / HARDSCAPE WHICH CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE PROPPSED IMPROVEMENTS.
15. CONTRACTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACI ITIES TO GRADE.
16. PROPOSED CURB AND GUTTER SHALL BE 6" TYPE 'G' PER SDRSD -2 UNLESS OTHERWISE INDICATED ON PLANS.
MODIFICATIONS TO PROPOSED IMPROVEMENTS TO MEET EXISTIN IMPROVEMENTS SHALL BE APPROVED BY THE INSPECTOR.
17. CURB RAMPS SHALL BE INSTALLED IN CONFORMANCE WITH ADA ( MERICANS WITH DISABILITIES ACT) REQUIREMENTS.
18. THE STREET STRUCTURAL SECTION SHALL BE AS SHOWN ON THE TYPICAL CROSS SECTION OR DETAIL SHEET. ALL CURB & GUTTER, DRIVEWAY APRONS, AND SIDEWALKS SHALL BE LACED ON A MINIMUM OF 6" UNTREATED COMPACTED AGGREGATE BASE OR APPROVED EQUAL. CROSS G\llTTERS AND SPANDRELS SHALL BE PLACED ON A MINIMUM OF 12" OF UNTREATED COMPACTED AGGREGATE BASE. i i
19. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY PRqPOSED WORK SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. j
20. "AS-BUil T" DRAWING(S) SHALL BE SUBMITTED BY THE CONTRACT1R AND APPROVED BY THE ENGINEERING INSPECTOR
AS PART OF A PROGRESS PAYMENT REQUEST AND PRIOR TO THE ACCEPTANCE OF THE IMPROVEMENTS BY THE CITY ENGINEER.
21. THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS A DALL OTHER PUBLIC RIGHT-OF-WAY IN A CLEAN, SAFE AND USABLE CONDITION. ALLSPILLS OF SOIL, ROCK OR CON TRUCTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE PUBLICLY OWNED PROPERTY DURING CONSTRUCTION ND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC SHALL BE MAINTAINE IN A CLEAN, SAFE AND USABLE CONDITION.
22. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR IF RE UIRED BY THE CITY ENGINEER TO PROTECT, THE PUBLIC. I
24. ALL CONSTRUCTION SHALL BE AS SHOWN ON THESE PLANS, ANY !DEVIATION OR REVISIONS SHALL HAVE THE PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER. I
' 25. IN THE EVENT THAT ANY UNFORSEEN CONDITIONS NOT COVERED BY THESE PLANS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR DIRECTION.
GENERAL GRADING NOTES:
1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE CITY OF ISTA DEVELOPMENT CODE, CHAPTER 17, SECTION
17.56 AND THE SOILS ENGINEERING REPORTS PREPARED FOR TH PROJECT.
2. ALL CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HOR ZONTAL TO ONE VERTICAL (2:1) UNLESS OTHERWISE SPECIFIED BY AN APPROVED SOILS ENGINEERING REPORT AND T E CITY ENGINEER.
3. ALL SLOPES SHALL BE HYDROSEEDED PER HYDROSEED MIX IN TH EROSION CONTROL PLANS OR AS DIRECTED BY CITY INSPECTORS.
4. THE FACE OF CUT AND/OR FILL SLOPES SHALL BE PREPARED AND\MAINTAINED TO CONTROL AGAINST EROSION PER CITY OF VISTA DEVELOPMENT CODE, CHAPTER 17, SECTION 56 AND AS INDICATED IN THE SPECIFICATIONS OR ON THE EROSION CONTROL PLAN.
5. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL TO NATURAL GROUND ABUTTING CUT OR FILL SURFACES.·
6. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, G!ccOTECHNICAL REPORTS SHALL BE SUBMITTED TO
THE ENGINEER OF WORK BY A QUALIFIED GEOTECHNICAL ENGINEER CERTIFYING THAT TRENCH BACKFILL WAS
COMPACTED AS DIRECTED BY THE GEOTECNICAL ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS.
7. A NO-FEE RIGHT-OF-WAY PERMIT FROM THE DEVELOPMENT SERVl,CES DEPARTMENT WILL BE REQUIRED PRIOR TO ANY WORK WITHIN THE CITY OF VISTA RIGHT-OF-WAY.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCAl]E ALL SUBSTRUCTURES, WHETHER SHOWN HERON OR NOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF RltPAIR OR REPLACEMENT OF SAID STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.
9. THE CONTRACTOR SHALL GIVE NOTICE TO THE CITY OF VISTA EN !NEERING INSPECTION DEPARTMENT AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING THE WORK. AN WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. PHONE (760) 639-6113 FOR INSPECTIO S.
UNDERGROUND SE.RV/CE. ALE.RT
SECTION 4216 & 4217 OF THE GOVERNMENT CODE
REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE i
ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE I
VALID. FOR YOUR DIG ALERT 1.0. NUMBER CALL 1
UNDERGROUND SERVICE ALERT AT 811 TWO (2)
WORKING DAY BEFORE YOU DIG.
WEB ADDRESS: www.digalert.org or www.ca//811.coif >
CITY OF VISTA FIRE DEPARTMENT
yu._v,I ~
APPROVED
f-zq-z'(
DATE
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREENBOOK") AND THE SAN DIEGO REGIONAL
SUPPLEMENT
(NEVADA AVE AND LEMON AVE)
(CIP NO. 8355)
5. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) (OR AS MAYBE MODIFIED BY THE CITY OF VISTA STANDARD
DRAWINGS)
6. THE VID STANDARDS AND SPECIFICATIONS FOR WATER
7. WATER AGENCIES STANDARDS (WAS)
8. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS
SHEET INDEX
TITLE SHEET AND VICINITY MAP .......................... 1 GENERAL NOTES AND CONSTRUCTION DETAILS ............ 2
CONSTRUCTION DETAILS ................................ 3 KEY MAP ............................................... 4 TYPICAL SECTIONS ..................................... 5 SURVEY CONTROL PLANS ............................. 6 -7 DEMOLITION PLANS ................................... 8 -9 IMPROVEMENT PLANS .............................. 10 -13 DRIVEWAY DETAILS .................................... 14 STORM DRAIN PLAN .................................... 15 SIGNING AND STRIPING PLANS ....................... 16 -17 LIGHTING AND ELECTRICAL PLANS ....................... 18 PLANTING AND IRRIGATION PLANS .................... 19 -27 TEMPORARY EROSION CONTROL PLANS .............. 28 -29
REFERENCE DRAWINGS
D-3414-6
D-233-5
D-3198
D-18-3
D-18-2
D-1107-5
D-2031-1995
D-735-1955
D-580-1952
1-943-1970
PROJECT SPECIFICATIONS NOTE
REFER TO THE APPROVED PROJECT SPECIFICATIONS OF THIS CAPITAL IMPROVEMENT PROJECT FOR MORE DETAILED INFORMATION AND LISTING OF THE BID ITEMS.
HYDROLOGY/HYDRAULICS REPORT
A COPY OF THE APPROVED DRAINAGE STUDY FOR THIS PROJECT IS ON FILE WITH THE CITY OF VISTA ENGINEERING DEPARTMENT (GIP) THE REPORT IS TITLED DRAINAGE STUDY FOR:
NEVADA AND LEMON SIDEWALKS AND LIGHTING PROJECT
(MARCH, 2024), PREPARED BY TORY R. WALKER ENGINEERING,
GIP No. 8355
GEOTECHNICAL DECLARATION
THESE PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND THE GEOTECHNICAL ASPECTS OF THE PLANS HAVE
BEEN FOUND TO BE IN CONFORMANCE WITH THE INTENTIONS OF THE FINDINGS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY LEIGHTON CONSULTING, INC., JOB NUMBER 14025.001, AND ALL SUPPLEMENTS THERETO.
DA TE: 1117/2023
BY: TODD SCHMITZ C.E.G. 2510
ADDRESS: 3934 MURPHY CANYON ROAD, SUITE B-205, SAN DIEGO, CA 92123 AREA CODE AND PHONE NO. 858-292-8030
DATE: 11/7/2023
BY: NICHOLAS TRACY G.E. 3058
ADDRESS: 3934 MURPHY CANYON ROAD, SUITE B-205, SAN DIEGO, CA 92123 AREA CODE AND PHONE NO. 858-292-8030
GEOTECHNICAL ENGINEER'S CERTIFICATION
WE HEREBY CERTIFY THAT WE HAVE PROVIDED PROFESSIONAL TESTING AND APPROVAL CONCERNING THE
PREPARATION OF GROUND TO RECEIVE FILLS, TESTING FOR REQUIRED COMPACTION, STABILITY OF ALL FINISH
SLOPES, DESIGN OF BUTTRESS FILLS WHERE REQUIRED, THE ADEQUACY OF THE NATURAL GROUND FOR RECEIVING FILL, THE STABILITY OF CUT SLOPES WITH RESPECT TO GEOLOGICAL MATTERS AND THE NEED FOR SUBDRAINS_ AND
OTHER GROUNDWATER DRAINAGE DEVICES, AND THAT THESE PLANS ACCURATELY REFLECT ALL CONDITIONS AND CONSTRUCTION RECOMMENDATIONS PREPARED FOR THIS PROJECT:
GEOTECHNICAL ENGINEER OF RECORD: __________ _ DATE: ____ _ ENGINEERING GEOLOGIST OF RECORD: __________ _ DATE: ____ _
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD83 EPOCH 1991.35, AS DETERMINED LOCALLY BETWEEN CITY OF VISTA SURVEY CONTROL NETWORK STATIONS V2030 AND V2031, AS SHOWN ON RECORD OF SURVEY NO. 14023 IE: N51°10'18"W
STATION V2030 N 2022380.754
STATION V2031 N 2018157.262
E 6256325.255
E 6261572.901
N
BID ITEM NOTE
THE BIDS FOR THE WORK ARE INTENDED TO ESTABLISH A TOTAL COST FOR THE WORK IN ITS ENTIRETY. THE CONTRACTOR SHALL STATE THE
UNIT PRICES OR THE SPECIFIC SUMS, AS THE CASE MAY BE, FOR
WHICH HE PROPOSES TO SUPPLY THE LABOR, MATERIALS, SUPPLIES
AND EQUIPMENT AND PERFORM THE WORK REQUIRED BY THE PLANS AND/OR THE PROJECT SPECIFICATIONS. CERTAIN PERMIT
REQUIREMENTS, GENERAL PROVISIONS AND SUPPLEMENTARY
GENERAL PROVISIONS, AND OTHER WORK REQUIRED IN THE
CONTRACT DOCUMENTS MAY NOT BE LISTED IN THE BID SCHEDULE ARE, IN GENERAL APPLICABLE TO MORE THAN ONE LISTED BID ITEM.
OTHER REQUIRED WORK MAY NOT BE LISTED AS A SEPARATE WORK ITEM IN THE BID SCHEDULE. THE CONTRACTOR SHALL INCLUDE THE
COST OF WORK NOT LISTED IN THE BID SCHEDULE BUT NECESSARY
TO COMPLETE THE PROJECT DESIGNATED IN THE PLANS AND/OR THE
PROJECT SPECIFICATIONS IN THE VARIOUS LISTED WORK ITEMS OF THE BID SCHEDULE. SHOULD THE CONTRACTOR DETERMINES THAT
THE COST FOR THE WORK HAS NOT BEEN ESTABLISHED BY SPECIFIC
ITEMS IN THE BID SCHEDULE, THE CONTRACTOR SHALL INCLUDE THE
COST FOR THAT WORK IN THE RELATED BID ITEM SO THAT THE
CONSTRUCTION COST FOR THE PROJECT REFLECTS THE TOTAL COST FOR THE COMPLETING THE WORK IN ITS ENTIRETY.
NOTE: QUANTITIES SHOWN IN THE SPECIFICATION ARE
APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING
BID QUANTITIES PER PLAN.
STORMWATER
9. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
SURVEY MONUMENTATION NOTE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ANY SURVEY MONUMENTATION AND/OR BENCHMARKS. ANY SUCH
MONUMENTATION WHICH IS DISTURBED OR DESTROYED BY CONSTRUCTION THAT HAS BEEN IDENTIFIED TO BE PROTECTED IN PLACE, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH
APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A RECORD OR SURVEY OR CORNER RECORD, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
TOPOGRAPHY SOURCE
TOPOGRAPHY SOURCE FOR THIS PROJECT WAS
PERFORMED BY GOLD COAST SURVEYING, INC., AND
CONDUCTED BY AERIAL AND FIELD SURVEY PERFORMED
BETWEEN THE DATES OF 04/06/2021 AND 10116/2023.
GREEN STREETS
SWQMP
GREEN STREETS PRIORITY DEVELOPMENT PROJECT (PDP) EXEMPT STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) FOR:
NEVADA AND LEMON SIDEWALKS AND LIGHTING PROJECT
DATE -MARCH 8, 2024
PREPARED BY -TORY R. WALKER ENGINEERING
LEGEND
RIGHT OF WAY
LOT LINE
ROADWAY CENTERLINE
PCC CURB AND GUTTER
FLOWLINE
DRIVEWAY
FIRE HYDRANT
MAIN SEWER AND MANHOLE
WATER MAIN
GAS MAIN
ELECTRICAL
OVERHEAD LINE
COMMUNICATION
STORM DRAIN
CHAIN LINK FENCE
WOOD FENCE
IRON FENCE
CONCRETE WALL
TREE
STREET LIGHT
UTILITY POLE AND ANCHOR
SIGN
SURVEY MONUMENT
CONTOUR
EXISTING
{, ------
STORM WATER N0TE
THE TOTAL AREA OF LAND DISTURBANCE = 0.66 ACRES
IMPERVIOUS AREA INCREASE= 845 SQUARE FEET
EROSION CONTROL NOTE
SEE PROJECT SPECIFICATIONS FOR EROSION CONTROL
REQUIREMENTS.
FEMA DATA
MAP NUMBER: 06073C0778G
PANEL: 0778
NUMBER: 060297
SUFFIX: G
ZONE:X
PROPOSED
--w---w-
-----
---(XXX)---
HIGH PRIORITY INSPECTION WDIDNO. N/A
I HEREBY D[CLAR[ THAT I AM TH[ ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED R[SPONSJBL[ CHARGE OVER TH[ DESIGN OF TH[ PROJECT AS Dff/N£D IN SffTION 6703 OF TH[ CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT TH[ DESIGN IS CONSISTENT WITH CURRENT CITY OF VISTA STANDARDS. I AGREE THAT THE WORK PERFORMED BY M[ COMPLIES WITH G[N[RALL Y ACCEPTED STANDARDS ANO PRACTICES OF MY TRAD[ OR PROFESSION. I FURTHER AGREE THAT THE WORK PERFORMED HER£/N JS IN ACCORDANCE WITH TH[ RULES ANO REGULATIONS REQUIRED BY TH[ CITY OF VISTA. I AGREE THAT PLAN CHECK OR REVIEW OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF VISTA, IN ITS CAPACITY AS A PUBLIC [NT/TY FOR THE PLANS PREPARED BY ME, IS CONFINED TO A R£V/£W ONLY ANO IS NOT A DETERMINATION BY THE CITY OF VISTA OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THEREFORE DOES NOT RWEV[ ME. AS ENG/NffR OF WORK, OF MY R[SPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
BENCHMARK
BENCHMARK: STATION V2030, ELEV. 348.85 (NGVD27) RECORD OF SURVEY NO. 14023 2" DIA ALUMINUM CAP ON 5/8" DIA. REBAR, STAMPED "HUNSAKER & ASSOC. G.P.S. CONTROL POINT 2030 1992". IN A.C.
LOCATED AT THE INTERSECTION OF WEST LOS ANGELES DR. & AVENI DA DE BENITO JUAREZ.
VISTA IRRIGATION DISTRICT
APPROVAL OF THESE IMPROVEMENT PLANS
DOES NOT COMMIT THE DISTRICT TO
SUPPL YING WATER TO THIS PROJECT OR
GUARANTEE Tl-IA T WA IER WILL BE A VA/LABL£.
DISTRICT ENGINEER RCE DATE
CITY OF VISTA SANITATION DEPARTMENT
BASIN:
NO. DESCRIPTION
"AS BU IL T"
RCE EXP.
REVIEWED BY:
INSPECTOR
CITY DATE
DATE
DATE
VID DATE
I AGRE[ TO INDEMNIFY ANO HOLD HARMLESS TH£ CITY OF VISTA, ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BOD!L Y INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE [NG/NffR, ITS AGENTS, OR ITS [MPLOY£ES, ACTING WITHIN TH[ COURSE ANO SCOPE OF SUCH AGENCY ANO EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY ME.
ROBERTO R. RUIZ-SALAS C 81946 03/31/26
ENGINEER OF WORK RCE EXP.UC.DATE
04/02/24
DATE
CITY OF VISTA
TITLE SHEET AND VICINITY MAP FOR:
AND LEMON NEVADA
SIDEWALKS AND LIGHTING
(NEVADA AVE AND LEMON AVE)
APPROVED
(C.I.P. NO. 8355)
APPROVAL VALID FOR TWO (2) Y£ARS FROM OAlE. APPROVED CHANGES RECOMMEND FOR APPROVAL RCE EXP.UC.DATE DATE V/D MAP F/2 ~D LN 2024-004 LD24-022 CIP NO. 8355
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10/22/2024 C5 424 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
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P.E. EXPIRES DATE
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C 81946
ROBE R T O R . RUIZ-
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ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
VISTA IRRIGATION DISTRICT
(WATER METERS AND VALVES ADJUSTMENTS NOTES)
1. PROTECT EXISTING WATERMAIN AND METERS IN PLACE
2. VID TO RELOCATE/MOVE OR ADJUST METERS. CONTRACTOR SHALL PROTECT IN PLACE. CONTRACTOR TO ADJUST AND/OR RAISE CANS TO GRADE
3. FOR METER ADJUSTMENTS TO GRADE, CONTRACTOR SHALL CONTACT VID AT LEAST SEVEN DAYS (7) WORKING DAYS PRIOR TO CONSTRUCTION AT EACH LOCATION. CONTRACTOR SHALL SET FINAL GRADE AND PROVIDE VID TWO (2) WORKING DAYS TO SET, ADJUST NEW WATER METER LOCATION, AND TIE-BACK CUSTOMER PRIVATE LINES AT EACH LOCATION. CONTACT STEVE VAN CAMP AT (760) 597-3106
CONSTRUCTION NOTES
CONTRACTOR'S SAFETY NOTES
GENERAL NOTES AND CONSTRUCTION DETAILS FOR:
2 ABBREVIATIONS:
AC ASPHALT CONCRETE
BC BEGINNING OF CURVE
BSM BIOFILTRATION SOIL MEDIA
BSW BACK OF SIDEWALK
CL CENTERLINE
CLR CLEARANCE
CP CONTROL POINT
C&G CURB AND GUTTER
COMM COMMUNICATION
CONC CONCRETE
DWY DRIVEWAY
EG EXISTING GROUND
ELEV ELEVATION
E ELECTRICAL
EB EASTBOUND
EX EXISTING
FG FINISHED GRADE
FH FIRE HYDRANT
FL FLOW LINE
FS FINISHED SURFACE
G GAS
HMA HOT MIX ASPHALT
HORIZ HORIZONTAL
L LEFT
LSCP LANDSCAPE
MAR MANUAL AIR RELEASE
MB MAIL BOX
ME MATCH EXISTING
MH MANHOLE
NB NORTHBOUND
NTS NOT TO SCALE
O.C. ON CENTER
PB PULL BOX
PCC POINT OF COMPOUND CURVE
PVI POINT OF VERTICAL INTERSECTION
PP POWER POLE
RCP REINFORCED CONCRETE PIPE
R RIGHT
R/W RIGHT-OF-WAY
S SOUTH
SB SOUTHBOUND
SD STORM DRAIN
SDPWC STANDARD DETAILS FOR PUBLIC
WORKS CONSTRUCTION
SDRSD SAN DIEGO REGIONAL STANDARD
DRAWINGS
SDWK SIDEWALK
SNS STREET NAME SIGN
SS SANITARY SEWER
STA STATION
TC TOP OF CURB
TYP TYPICAL
VID VISTA IRRIGATION DISTRICT
VERT VERTICAL
WTR WATER
WB WESTBOUND
WM WATER METER
WV WATER VALVE
1. ALL SAWCUTS SHALL BE A MINIMUM 4" DEEP
2. APPROVED TRAFFIC CONTROL PLAN REQUIRED PRIOR TO START OF CONSTRUCTION
3. APPROVED STORM WATER MANAGEMENT PERMIT REQUIRED PRIOR TO START OF
CONSTRUCTION
4. CITY-OWNED PROPERTY AVAILABLE FOR CONTRACTOR LAYDOWN
5. CONTRACTOR TO CONTACT WITH EDCO FOR DISPOSAL OF ALL DEMOLITION MATERIALS AT APPROVED LANDFILL (50% OF TONNAGE MUST BE RECYCLED)
6. CONTRACTOR SHALL REPAINT ALL DAMAGED STRIPING, AND REPLACE ALL DAMAGED STREET REFLECTORS AND PAVEMENT MARKERS WITHIN THE LIMITS OF WORK.
1. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD AGENCY
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY.
2. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW, AND REGULATIONS. NEITHER
THE AGENCY NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS.
3. THE CONTRACTOR SHALL PROVIDE SAFETY BARRIERS WHERE REQUIRED TO PROTECT THE PUBLIC.
NOT USEDA
5'
UNLESS OTHERWISE
SHOWN ON PLANS
5'
UNLESS OTHERWISE
SHOWN ON PLANS
PROPOSED CURB &
GUTTER PER PLANS
PROPOSED CURB OR CURB & GUTTER TRANSITION TO MATCH EXISTING ELEVATIONS AND GEOMETRY. PROVIDE SMOOTH FLOW LINE TRANSITION
THAT ENSURES POSITIVE DRAINAGE IS MAINTAINED
BEGIN OR END CURB &
GUTTER TRANSITION AS
CALLED OUT ON
IMPROVEMENT PLANS
EXISTING LIP OF GUTTER
(WHERE SHOWN)
EXISTING FLOW LINE
EXISTING TOP OF CURB
(WHERE SHOWN)
BEGINNING OR END OF PROPOSED IMPROVEMENTS.
MATCH EXISTING ELEVATIONS AND GEOMETRY AT TOP OF
CURB, FLOW LINE, AND LIP OF GUTTER, ETC.
TOP OF CURB
FLOW LINE
LIP OF GUTTER
EXISTING FLOW LINE
AC PAVEMENT
PROPOSED C&G
PER PLAN
5'
TRA
N
S
I
T
I
O
N
EXIST CURB, C&G, OR EDGE OF
PAVEMENT AS SHOWN ON PLANS
CURB & GUTTER TRANSITION B
CURB AND GUTTER
MATCH EXISTING
ELEV
EXISTING GROUND
4" MIN
6" BENCH
SIDEWALK PER PLANS
FS PER PLAN
3" MAX
1.75% MAX
CONCRETE SIDEWALK WITH MONOLITHIC BACK CURBC
NOTES:
IF THE MONOLITHIC BACK CURB IS ADJACENT TO A WALL OR STRUCTURE CONTRACTOR TO CONSTRUCT A 1/2" EXPANSION JOINT PER SDRSD G-10 BETWEEN THE BACK CURB AND THE VERTICAL ELEMENT.
4" PCC SIDEWALK
COMPACT NATIVE BACKFILL TO 90% DENSITY
6" UNTREATED
COMPACTED AGGREGATE BASE
1:1
1:
1 2' BENCH*
*VID METER TO BE ON LEVELED GRADE
2:1 MA
X
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
CONSTRUCTION DETAILS FOR:
6" - 8"
2%
MAX
GRADE BREAK
WING OR
RETAINING
CURB
LIP OF GUTTER
FLOW LINE
BACK OF CURB
DIRECTIONAL ADA CURB RAMP WITH WINGSD MODIFIED ROLLED CURBE LEMON AVE MODIFIED SDRSD G-14F DRIVEWAY DETAIL F
R/W
12 %
MA
X
1. 5
%
MA
X
10 %
MA
X
R/W
12%
MAX
1.5%
MAX10%
MAX
3'
4'
3'
SI
D
E
W
A
L
K
4'
SIDEWALK
MODIFIED SIDEWALK UNDERDRAING
3 NEVADA AVE MODIFIED DRIVEWAY WITH ROLLED CURBH
R/W
1. 5
%
R/W
1.5%
4. 5
'
4'
SI
D
E
W
A
L
K
4'
SIDEWALK
5'5'10'
ROLLED CURB CURB
TRANSITION
CURB
TRANSITION
4.5'
EG
1.5%
1" TO 4"
GUTTER DEPRESSION
(PER PLANS)
#4 @ 6" O.C.
BOTH WAYS
CONTINUOUS
#4 @ 6" O.C.
BOTH WAYS
CONTINUOUS
#4 @ 6" O.C.
BOTH WAYS
PLAN
SECTION A-A
SECTION B-B
NOTES:
1. CONCRETE SHALL BE 560-C-3250.
2. SECTION TO BE SLOPED LATERALLY WITH TOP CONFORMING TO GRADES OF THE CURB.
3. TROWEL FINISH TOP SURFACE & FLOOR OUTLET.
VAL
L
E
Y
CONNECT TO
PROPOSED
BROW DITCH
36 "
ANCHOR
CURB LINE
MONOLITHIC
GUTTER
ANCHOR DETAIL
#5 BAR
CU
R
B
L
I
N
E
7 1
°
FULL WELD
2-1
2"x2"x1
4"X4'
GALVANIZED STEEL
ANGLE FACE PLATE
CURB & FL
ELEVS. PER PLANS
(TYP.)
PE
R
P
L
A
N
S
,
7 2
"
M
I
N
.
MO
N
O
L
I
T
H
I
C
P
O
U
R
2-1
2"x2"x1
4"X4'
GALVANIZED
STEEL ANGLE
FACE PLATE
10"
3"
4" RADIUS, TYP
CONSTRUCTION
JOINT
CONSTRUCTION
JOINT
FL
3"
3"
1. 5
"
CL
R
6"36"6"
3"
4"
VA
R
I
E
S
W
/
GU
T
T
E
R
DE
P
R
E
S
S
I
O
N
(4
"
M
I
N
)
1-
1 2"
2-
1 2"
4"
3"
6'
8"
6'
3"
4"
M
I
N
.
6"
6"
3"
GU
T
T
E
R
D
E
P
R
E
S
S
I
O
N
PROPOSED
BROW DITCH
1.5% MAX
VA
R
I
E
S
VA
R
I
E
S
VARIES
3'3'VARIES
8.3%
MAX
10%
MAX
10 %
MA
X
ROLLED CURB PER DETAIL E
MATERIAL TO
MATCH EXISTING
CONCRETE CURB
3/4" R, TYP
TOP EXT EDGE
8" MIN
SLOPE
VARIES
2" MIN
4" MAX
1/4" R
3" MIN CONCRETE BED
BELOW BOTTOM OF ROCK
2" MAX
1" IN, 1.5" MAX BETWEEN
TOP OF ROCK AND TOP
OF CONCRETE
LIMITS OF ROCK BLANKET
ROCK BLANKET DETAILI
DRIVEWAY MATERIAL TO MATCH EXISTING
R= 1
2"
4'-6"
3'-2"1'-4"
5"
1"6"7- 1
2"
1 2"
1- 1
2"
12"
2" WEAKENED
PLANE JOINT
R= 3"
R= 1
2"
R= 1- 1
2"
R= 1"
STREET
FLOW 6"
FL PER PLAN
8"
8"
KE
Y
6"
(2) #4 BARS
#4 @ 18" O.C.
16 "
UNTREATED COMPACTED
AGGREGATE BASE
TC PER PLAN
PCC THICKENED CURB AND GUTTERJ
ADJACENT TO HMA PAVEMENT
GENERAL NOTES:
1. PCC THICKENED CURB AND GUTTER
SHALL CONFORM WITH SDRSD G-02
UNLESS OTHERWISE SHOWN.
2. SEE SDRSD G-09 AND G-10 FOR JOINT
DETAILS.
3. SLOPE TOP OF CURB 2% MAX TOWARD
GUTTER.
PCC PAVING
AMENDED PLANTING SOIL PER SPECIFICATIONS
THICKENED EDGE OF PCC PAVING
1 2
3 43 5
8"2" @ PLANTING AREA
8" @ BIOFILTRATION BASIN
3"
4 5
6 1"
2 1/4" RADIUS TOOLED EDGE
MULCH PER PLANS AND
SPECIFICATIONS, TAPERED AT
EDGE OF PAVING AS SHOWN
SUBGRADE PREPARATION PER
SPECIFICATIONS
6 1:1
6"
PAVING THICKENED EDGE CONDITIONK
FL
O
W
L
I
N
E
1. 5
%
M
A
X
6" UNTREATED
COMPACTED AGGREGATE BASE
1 14%
14 %
18"6"
16"
1"
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0 1 2 3 4 5 6 7 8 9
10 11
12 12
1 2
3 4
5 6
7 8
9 9
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A
I
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T
R
E
E
P
L
CIT
R
U
S
A
V
E
NEVADA AVE
LE
M
O
N
A
V
E
15 18
8 29
10 N
S
A
N
T
A
F
E
AV
E
8 9
9 9
10 13
17 6
6 1923
1112
13 1829 171923
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
KEY MAP FOR:
4 N
0'60'120'
SCALE 1" = 60'
SHEET LEGEND
40 SCALE PLANS
20 SCALE PLANS
10 SCALE PLANS
SHEET TYPE
SURVEY CONTROL PLANS
DEMOLITION PLANS
IMPROVEMENT PLANS
STORM DRAIN PLANS
SIGNING AND STRIPING PLANS
LIGHTING AND ELECTRICAL PLANS
PLANTING AND LANDSCAPING PLANS
TEMPORARY EROSION CONTROL PLANS
X
XX
XX
XX
XX
XX
#
XX
10/22/2024 C5 427 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
TYPICAL SECTIONS FOR:
TYPICAL SECTION NEVADA AVE BETWEEN STA 1+20 AND 4+82 (CURB LINE A) NTS
NEVADA AVE C/L R/W LINE
4.5' SIDEWALK
R/W LINE
8' PARKING
WB
10' TRAVEL LANE
EB
(13' )TRAVEL LANE (VARIES)
1.50% MAX
4'-6" MODIFIED
ROLLED CURB4' SIDEWALK
R/W LINE
0.5'
LIMIT OF GRADING - VARIES
BACK OF
WALK
TYPICAL SECTION NEVADA AVE BETWEEN STA 11+02 AND 12+00 (CURB LINE E) NTS
NEVADA AVE C/L R/W LINE
R/W LINE
7' PARKING
WB
10' TRAVEL LANE (VARIES)1'5' SIDEWALK
BACK OF
WALK
PROPOSED
WOOD
FENCE
5'
EXISTING GROUND
SECTION AT DRIVEWAY
SECTION AT SIDEWALK
1.50% MAX
1.50% MAX
LEMON AVE C/LR/W LINE R/W LINE
3' LIMIT OF GRADE
5' SIDEWALK 8' PARKING
SB
10' TRAVEL LANE
12'
NB
10' TRAVEL LANE (VARIES)
TYPICAL SECTION LEMON AVE (CURB LINE E)
NTS
1.50% MAX
2:1 M
A
X
12%
10% MAX
SIDEWALK
20% MA
X
SECTION AT DRIVEWAY
5 3'4'3'VARIES
1.50% MAX
SA
W
C
U
T
SA
W
C
U
T
(8') PARKING
EB
(10') TRAVEL LANE
4'
5.5" RESIDENTIAL
7.5" COMMERCIAL (APARTMENTS)
4'
2' BENCH*
*VID METER TO BE ON LEVELED GRADE
**CONSTRUCT FULL DEPTH PAVEMENT REPLACEMENT LOCATIONS AS SHOWN IN PLANS
R/W LINE
2' BENCH*
BACK OF
WALK
2' BENCH*
*VID METER TO BE ON LEVELED GRADE
*VID METER TO BE ON LEVELED GRADE
SA
W
C
U
T
3.5'4.5'
SA
W
C
U
T
4" PCC SIDEWALK
.
3.5'
SA
W
C
U
T
5.5" RESIDENTIAL
7.5" COMMERCIAL (APARTMENTS)
EXISTING GROUND
PROPOSED CURB
AND GUTTER
EXISTING GROUND
PROPOSED CURB
AND GUTTER
12.5% MAX
SEE DETAIL C ON SHEET 2
ROLLED CURB PER
DETAIL E ON SHEET 3
PROPOSED CURB
AND GUTTER
SEE DETAIL C ON SHEET 2
SEE DETAIL C
ON SHEET 2
MATERIAL TO
MATCH EXISTING
2:1 MAX
2:1 MAX
MILL AND OVERLAY
MILL AND OVERLAY
MATERIAL TO
MATCH EXISTING
6" UNTREATED COMPACTED AGGREGATE BASE
6" UNTREATED COMPACTED AGGREGATE BASE
6" UNTREATED COMPACTED AGGREGATE BASE
6" UNTREATED COMPACTED AGGREGATE BASE
6" UNTREATED COMPACTED AGGREGATE BASE
EXISTING GROUND
10/22/2024 C5 428 of 637
0 1 2 3 4 5 6 7 8 9
10 11
12 3
L1
L2
L20
R/W
R/W
R/W
R/W
R/W
CURB LINE A
NEVADA AVE CENTERLINE
CURB LINE F
STA 0+00.00,
NEVADA AVE - CENTERLINE
N:2021072.99
E:6257353.7367
PI 9+69.73
N:2021057.76
E:6258323.3449
SE
E
E
N
L
A
R
G
E
M
E
N
T
D
E
T
A
I
L
D
NEVADA AVE
N
S
A
N
T
A
F
E
A
V
E
NE
V
A
D
A
A
V
E
STA 100+00.00, CITRUS AVE - CENTERLINE
N:2020966.83
E:6258283.7211
L30
10 0
10 1
10 2
END: 4+81.95, 20.05' L
L7
L8
PVI 1+93.37, 18.00' L
PVI 2+27.99, 18.00' L
PVI 2+51.49, 18.00' L
ENLARGEMENT DETAIL A
ENLARGEMENT DETAIL B
ENLARGEMENT DETAIL C
PVI 3+75.32, 18.00' L
PI/PVI 4+76.66, 18.00' L
BVC 10+78.97, 17.00' L
12 0 1 2 3 4 5 6 7 8 9
L3 L28
R/W
R/W
CURB LINE H
STA 12+69.73, NEVADA AVE - CENTERLINE
STA 2+57.09, LEMON AVE - CENTERLINE
N:2020938.06
E:6258598.4312
SEE ENLARGEMENT DETAIL D
LEMON AVE
STA 0+00.00, LEMON AVE - CENTERLINE
N:2020702.32
E:6258495.8557
END: 8+52.39, 20.29' L
L29
NEVADA AVE CENTERLINE
PVI 3+75.00, 20.00' L
PVI 4+87.27, 20.00' L
BVC 5+03.50, 20.00' L
EVC 6+03.60, 20.00' L
BVC 6+66.72, 20.00' L
EVC 7+68.72, 20.00' L
7+87.72, 20.01' L
7+97.72, 20.01' L
PVI 8+25.89, 20.01' L
PVI 8+38.89, 20.01' L
PI 8+49.39, 20.01' L
END NEVADA STA 12+49.73
= BEG LEMON STA 3+12.96
CURB LINE F END
CURB LINE H BEGINS
12 2 3
CURB LINE G
C17
L21
C18
L22
C19
L23
C20
C21
C22
L24
C23
L25
C24
L26C25
L27
R/W
LEMON AVE CENTERLINE
NEVADA AVE CENTERLINE
R/W
CURB LINE F
BEG: 12+01.51, 17.06' R
END: 12+47.80, 60.57' R
END NEVADA STA 12+49.73
= BEG LEMON STA 3+12.96
CURB LINE F END
CURB LINE H BEGINS
PT/PVI 12+04.45, 16.58' R
PC/PVI 12+17.16, 12.48' R
PT 12+20.23, 12.00' R
PT 12+51.73, 40.00' R
PC/PVI 12+23.73, 12.00' R
PC/PVI 12+51.73, 50.45' R
PT 12+50.64, 54.98' R
PVI 12+27.70, 12.28' R
PVI 12+49.10, 28.16' R
PT 12+02.21, 16.46' L
EVC/PC 11+98.97, 17.00' L
PC 12+13.65, 12.54' L
PT/PVI 12+16.89, 12.00' L
PC 12+23.73, 12.00' L
EVC/PT 12+51.73, 40.00' L
PCC 12+50.73, 51.51' L
PC 12+51.73,
47.16' L
BVC 12+41.26, 18.17' L
PVI 12+28.23, 12.36' L
0 1
R/W
CURB LINE B
BEG: 0+40.56, 55.54' L
END: 0+79.87, 19.92' R
BEG: 0+40.47, 55.03' R
L10
C5
C4
L9
L4
C1
L5
C2 L6
C3
PC 0+40.55, 40.02' L PC 0+95.01, 12.00' L
PT/PVI 0+68.55, 12.00' L
PC 1+11.70, 17.40' L
PT 0+98.41, 12.60' L
CURB LINE A
PVI 0+40.56, 50.52' L
PVI 0+53.78, 16.21' L
PVI 1+45.95, 18.00' L
PC 0+40.51, 39.94' R
PCC/PVI 0+49.48, 19.46' R PCC 0+72.21, 18.04' R
PT 0+78.04, 19.92' R
PVI 0+40.49, 50.03' R
PVI 0+40.79, 36.07' R
PVI 0+61.46, 14.67' R
C6
PT/PVI 1+15.10, 18.00' L
9 10
L17
C14
C15
L19
C16
L18
CURB LINE D
CURB LINE C
L13
C10
C11
L14
BEG: 9+13.62, 19.89' L
END: 9+69.73, 44.58' L
BEG: 9+91.73, 57.15' L
CURB LINE F
CI
T
R
U
S
A
V
E
NEVADA AVE
NEVADA AVE CENTERLINE
PC/PVI 9+18.62, 19.91' L
PCC 9+24.76, 17.81' L
PT 9+67.78, 29.25' L
PVI 9+45.13, 12.14' L
PVI 9+69.73, 39.82' L
PC 9+91.73, 40.00' L
PC 10+30.66, 15.63' L
PC 10+21.73, 12.00' L
PT 10+26.77, 13.37' L
PT/PVI 10+35.70, 17.00' L
PT 10+19.73, 12.00' L
PVI 9+93.69, 29.71' L
PVI 10+06.21, 15.48' L
9 10
L11
C7
C8
L16
C13
C12
L15
CURB LINE C
CURB LINE E
L12
END: 9+33.97, 54.56' R
BEG: 8+80.94, 20.08' R
BEG: 9+91.70, 55.70' R
END: 10+46.00, 19.09' R
NEVADA AVE
NEVADA AVE CENTERLINE
CI
T
R
U
S
A
V
E
PC/PVI 8+86.30, 20.07' R
PCC 8+92.45, 17.95' R
PT/PVI 9+35.53, 50.83' R
PVI 9+11.09, 12.03' R
PVI 9+33.53, 25.28' R
PVI 9+35.76, 29.72' R
PC/PVI 9+91.71, 39.98' R
PCC/PVI 10+36.05, 17.26' R
PT 10+42.00, 19.14' R
PVI 10+00.13, 19.98' R
P:
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
N
0'40'80'
SCALE 1" = 40'
SURVEY CONTROL PLANS FOR:
MA
T
C
H
L
I
N
E
S
T
A
1 2
+
0 0
SE
E
B
E
L
O
W
L
E
F
T
MATCHLINE STA 12+00
SEE ABOVE RIGHT
6 RA
I
N
T
R
E
E
P
L
CIT
R
U
S
A
V
E
ENLARGEMENT DETAIL D
SCALE: 1"=20'
ENLARGEMENT DETAIL A
SCALE: 1"=20'
ENLARGEMENT DETAIL B
SCALE: 1"=20'
ENLARGEMENT DETAIL C
SCALE: 1"=20'
END 6" CURB
BEGIN CURB HEIGHT TRANSITION
END CURB HEIGHT TRANSITION
BEGIN 8" CURB
10/22/2024 C5 429 of 637
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L11
C7
C8
L12
LENGTH
5.38'
6.63'
73.69'
4.04'
LINE/CHORD DIRECTION
S89°09'24"E
N71°50'58"E
S51°44'51"E
S23°38'58"W
R
10.00'
28.00'
T
3.44 107.47
DELTA
37°59'16"
150°47'38"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE C
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L13
C10
C11
L14
LENGTH
5.00'
6.61'
51.45'
16.36'
LINE/CHORD DIRECTION
S89°14'23"E
S70°17'48"E
N76°00'34"E
N23°22'21"E
R
10.00'
28.00'
T
3.43 36.67
DELTA
37°53'09"
105°16'26"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE D
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L15
C12
C13
L16
LENGTH
15.71'
61.41'
6.35'
4.00'
LINE/CHORD DIRECTION
S23°32'47"W
S86°22'56"W
N48°58'00"W
N67°09'06"W
R
28.00'
10.00'
T
54.57 3.28
DELTA
125°40'20"
36°22'12"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE E
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L17
C14
L18
C15
L19
C16
L20
C17
L21
C18
L22
C19
L23
C20
C21
LENGTH
17.15'
43.98'
2.00'
5.29'
4.50'
5.29'
163.27'
3.30'
12.09'
3.30'
6.84'
43.98'
7.16'
4.51'
4.51'
LINE/CHORD DIRECTION
S23°30'55"W
S21°29'05"E
S66°29'05"E
S81°37'51"E
N83°13'23"E
S81°37'51"E
S66°29'05"E
S57°01'36"E
S47°34'06"E
S57°01'36"E
S66°29'05"E
N68°30'55"E
N23°30'55"E
N10°35'39"E
N10°35'39"E
R
28.00'
10.00'
10.00'
10.00'
10.00'
28.00'
10.00'
10.00'
T
28.00 2.71
2.71 1.67
1.67 28.00
2.29 2.29
DELTA
90°00'00"
30°17'31"
30°17'31"
18°54'59"
18°54'59"
90°00'00"
25°50'31"
25°50'31"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE F
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02*
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
C22
L24
C23
L25
C24
L26
C25
L27
LENGTH
2.99'
13.35'
3.12'
3.50'
43.98'
10.45'
4.70'
6.27'
LINE/CHORD DIRECTION
S75°47'23"E
S84°21'34"E
S75°25'20"E
S66°29'05"E
S21°29'05"E
S23°30'55"W
S36°58'59"W
S50°27'04"W
R
10.00'
10.00'
28.00'
10.00'
T
1.51 1.57
28.00 2.39
DELTA
17°08'22"
17°52'29"
90°00'00"
26°56'09"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE G
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L9
C4
C5
L10
C6
LENGTH
15.09'
23.00'
24.66'
1.83'
6.23'
LINE/CHORD DIRECTION
S01°01'37"W
S24°33'36"W
S87°20'05"W
N89°06'45"W
N71°16'04"W
R
28.00'
18.00'
10.00'
T
12.19 14.70
3.22 DELTA
47°03'58"
78°29'01"
35°41'21"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE B
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L28
L29
LENGTH
536.43'
2.97'
LINE/CHORD DIRECTION
N23°30'55"E
N18°06'52"E
R T DELTA REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
6" C&G TYPE G PER SDRSD G-02*
6" C&G TYPE G PER SDRSD G-02**
CURB LINE H
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L1
L2
LENGTH
969.73'
300.00'
LINE/CHORD DIRECTION
S89°05'59"E
S66°29'05"E
R T DELTA REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
NEVADA AVENUE CENTERLINE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L3
LENGTH
975.00'
LINE/CHORD DIRECTION
N23°30'56"E
R T DELTA REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
LEMON AVENUE CENTERLINE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L30
LENGTH
200.00'
LINE/CHORD DIRECTION
N23°31'50"E
R T DELTA REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CITRUS AVENUE CENTERLINE
MTEXT WITH WIPEOUT FOR TITLE GOES HERE
L4
C1
L5
C2
L6
C3
L7
L8
LENGTH
15.52'
44.00'
26.45'
3.47'
14.13'
3.47'
361.56'
5.68'
LINE/CHORD DIRECTION
S00°55'56"W
S44°05'02"E
S89°05'59"E
N80°57'23"E
N71°00'46"E
N80°57'23"E
S89°05'59"E
N69°42'06"E
R
28.00'
10.00'
10.00'
T
28.02 1.75
1.75 DELTA
90°01'55"
19°53'15"
19°53'15"
REMARKS
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
MTEXT WITH WIPEOUT
FOR REMARK GOES HERE
CURB LINE A
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02*
6" C&G TYPE G PER SDRSD G-02**
6" C&G TYPE G PER SDRSD G-02
THICKENED C&G PER DETAIL J ON SHEET 3
THICKENED CURB AND GUTTER
PER DETAIL J ON SHEET 3
6" C&G TYPE G PER SDRSD G-02
THICKENED CURB AND GUTTER
PER DETAIL J ON SHEET 3
THICKENED CURB AND GUTTER
PER DETAIL J ON SHEET 3
P:
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2 3
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7 6
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1 2
:
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
SURVEY CONTROL PLANS FOR:
7 *SEE DRIVEWAY DETAIL E & H ON SHEET 3 FOR CURB TYPE CHANGES AT DRIVEWAYS **CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
**CURB HEIGHT TRANSITION
*SEE DRIVEWAY DETAIL E & H ON SHEET 3 FOR CURB TYPE CHANGES AT DRIVEWAYS *SEE DRIVEWAY DETAIL F ON SHEET 3 FOR CURB TYPE CHANGES AT DRIVEWAYS **CURB HEIGHT TRANSITION
10/22/2024 C5 430 of 637
6" AC PER D-735-1955
6" AC PER D-735-1955
6" AC PER D-735-1955
6" AC PER D-735-1955
5 6 7 8 9
NEVADA AVE
G
SDWK
SDWK
SS
WTR
ST LT
MB
C&G
C&G
MB
WM
AC
AC
CONC
C&G C&G
C&G
C&G
SDWKSDWKSDWK
AC
CONC
BROW DITCH AND UNDERDRAIN
AC
AC CONC
CONC
4+81.95, 14.00' L
5+51.88, 14.00' L 6+22.55, 14.00' L
7+84.03, 16.65' L
AC
8+17.39, 16.49' L
8+32.76, 16.40' L
8+80.92, 6.50' R8+80.92, 6.50' R
9+21.48, 6.50' R
9+36.36, 16.18' R
8+65.25, 16.30' L
4+81.95, 10.00' L E
G
WTR
SS
WM (2)
WTR
APN:175-091-21
APN:175-092-46APN:175-092-40APN:175-092-12APN:175-092-11 APN:175-092-39 APN:175-092-45 APN:175-092-15 APN:175-092-16 APN:175-091-20 APN:175-091-19 APN: 175-091-18 APN:175-091-34 APN:175-091-41 R/W
R/W
1 1
2 1
1 1
1 1
1 1
1 1
5 5 5
5 1 1
1 1
111
2 5
2 2
2 33
3 3
5 3
3 5 5
5 5
5 11
NEVADA AVE CENTERLINE
1 1
1 1
1 1
100+54.70, 5.14' L
WALL1
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
6" AC PER D-735-1955
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
6" AC PER D-735-1955
NEVADA AVE
N
S
A
N
T
A
F
E
A
V
E
G AC DIKE
AC DIKE
AC DIKE
AC DIKE
WTR
SDWK
COMM
SD INLET
C&G
C&G
C&G
SDWK
C&G
CONC
CONC
AC
FH
WALL
DIKE WM
MB
PILLAR
MB
WALL & FENCE
PILLARS
TREE
WALL MB (2)
WALL & FENCE
WM
WALL
MB
TREE PP
FENCE
FENCE
PIPE
PB
WM (2)
WM
MB
BROW DITCH
AND UNDERDRAIN
CP
WV(3)
10 '
LSCP
AC
DECORATIVE PAVEMENT
PILLAR
CONC
CONC
1+15.10, 8.50' L
1+15.10, 14.00' L
0+53.04, 11.16' R
0+79.87, 11.17' R
0+53.04, 8.51' L
0+79.87, 0.00'
1+15.10, 0.00'
0+79.87, 17.71' R
0+36.51, 55.53' L
0+39.01, 55.53' L
0+36.51, 55.03' R
0+38.95, 55.03' R
GATE
GATE
1+15.10, 10.00' L
E
SD
E
G
WTR
COMM
WTR
WTR
G
WTR
G
WTR
COMM
CONC
SS G
4'
0+79.87, 5.68' R
0+79.87, 9.68' R
0+77.65, 5.71' R
0+77.71, 9.71' R
APN:175-091-45 APN:175-091-27 APN:175-091-26 APN:175-091-25 APN:175-091-24 APN:175-091-23 APN:175-091-22 APN:175-092-35APN:175-092-06APN:175-092-05
APN:175-092-51
APN:175-092-08 APN:175-092-09 APN:175-092-41 APN:175-092-42 APN:175-092-11 R/W
R/W
1 5
5 5
5 1
1 1
2 1
1 1
5 1
5 5
5 5
1 1
5 7
1 9
1 9
1 1
1 1
1 8
1 1
1 7 1
8 1
14 3
3 1 1
1 1
1 1
5 1
13 1
5 1
4 1
5 5
1 5
5 11
11 1
12 1
1 1
12 1
1 NEVADA AVE CENTERLINE
12 1
1 1
1 1
1 1111
1 5
1 1
15 15
1 WM
WARNING!!! GAS
2 AC 5
PILLAR1
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
D
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 3
:
1 8
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
MA
T
C
H
L
I
N
E
S
T
A
0 4
+
5 0
SE
E
B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
S
T
A
0 4
+
5 0
SE
E
A
B
O
V
E
R
I
G
H
T
MA
T
C
H
L
I
N
E
S
T
A
0 9
+
0 0
SE
E
S
H
E
E
T
9 N
N
0'20'40'
SCALE 1" = 20'
DEMOLITION PLANS FOR:
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT ASPHALT PER CITY OF VISTA STANDARD DRAWING SRF-08A/B AND SRF-13
SAWCUT CONCRETE
ADJUST TO FINISHED GRADE
REMOVE AND DISPOSE
SEE LIGHTING PLANS FOR STREET LIGHT IMPROVEMENTS
REMOVE AND REINSTALL GATE PER IMPROVEMENT PLANS
RELOCATE. SEE IMPROVEMENT PLANS
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106. SEE
IMPROVEMENT PLANS
SEE SIGNING AND STRIPING PLANS
ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
COORDINATE UTILITY POLE BRACING WITH SDG&E
RESET EXISTING SURVEY MONUMENT
1 2
3 4
5 7
8 9
11 12
13 14
15 8
LEGEND:
CONCRETE REMOVAL INCLUDES CURB & GUTTER, SIDEWALK
PAVEMENT, AND OTHER CONCRETE SURFACES
FULL DEPTH ASPHALT PAVEMENT AND BASE COURSE
REMOVAL. THICKNESS VARIES, ANTICIPATED TO BE
BETWEEN 6" - 18", WITH PAVING FABRIC.
REMOVE VEGETATION, DEBRIS, GRAVEL, AND OTHER
MATERIAL IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS.
SAWCUT
PROPOSED TC FOR REF ONLY
DAYLIGHT
MILL AND OVERLAY
CURB/GUTTER/AC DIKE REMOVAL
10/22/2024 C5 431 of 637
6" CL PER I-943-19706" CL PER I-943-1970
7 8 9
LEMON AVE SS
COMM
WTR G
E
SDWK
CONC CONC
CONC
AC
SD INLET
SD PIPE
WALL
PILLAR
PILLAR
WALL
PILLAR
PILLAR
MB
WM
PILLAR
WALL
MB
PILLAR
MB
12 '8+52.35, 16.51' L
GATE
G
G
SS
WTR
APN:175-101-06 APN:175-101-05 APN:175-101-04 APN:175-101-03 APN:175-102-25 APN:175-102-25 APN:175-101-38 APN:175-101-38 APN:175-102-39 APN:175-070-21 APN:175-070-20
MONUMENTR/W
R/W
11 11
1 1
5 5
5 5
1 10
7 2 3 3
5 7
1 1
1 5
5 5
9 16
5 5
5 9
5 9
11 1
1 1
1 1
15 1
WM13
MONUMENT1
5 FENCE
9 6+78.58, 22.39' L
6+53.93, 23.82' L10BEGIN:
END:
13 WM
6" CL PER I-943-19706" CL PER I-943-1970
3 4 5 6
LEMON AVE
WTR
SS
WV(4)
CONC
CONC
PILLAR
PILLAR
CONC
CONC
CONC
FENCE
FENCE
POST
WALL
AC
MB (2)
PB
WALL
WM (2)
WM
MH
POST
12 '
MB
AC
CONC
WM (2)
POST&MB
WM (2)WOOD POST
TREE(2)
G
12+57.71, 55.91' L
12+53.23, 55.87' L
G
SS
WTR
G
G
G
G
4. 5
'
AC WTR
MB
APN:175-101-13 APN:175-101-12 APN:175-101-11 APN:175-101-10 APN:175-101-09 APN:175-101-08 APN:175-101-07 APN:175-102-19APN:175-102-18 APN:175-102-20 APN:175-102-21 APN:175-102-22 APN:175-102-23 APN:175-102-24 APN:175-102-25
MONUMENT
MONUMENT
MONUMENT
R/W
R/W
5 5
1 1
1 1
5 5
5 1
1 1
1 10 5
2 9
7 1
1 7
10 13
4 33333
2 3
1 1
5 5
1 1
1 1
5 1 4
11 1
1 1
1 1
1 1
251
5 11
15 1
1 WM 1
7 FENCE 1
BE
G
I
N
:
WOOD POST BEGIN
STA 5+02, 24.85' L
5 WOOD POST END
STA 5+21, 25.00' L
6+37.45, 25.45' L
6+04.58, 26.02' L 10BEGIN:
END:
4+27.57, 29.75' L
4+07.59, 30.08' L
END:
BEGIN:10
8 8
8 MONUMENT1
V
V
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
9 10 11 12 12
2 3
NEVADA AVE
LE
M
O
N
A
V
E
G
WTR
WTR
WTR
G
C&G
FH
AC DIKE
AC DIKE AC DIKE
AC DIKE
AC DIKE
AC DIKE AC DIKE
CO
N
C
ST LT
C&G
FENCE
MB
CONC
FENCEPP
MB
AC
AC
FENCE
AC DIKE
FENCE
MH
WV(5)
FH
PO
S
T
10 '
WM
(
2 )
G
E
WTR
CONC
CONC
AC
9+41.90, 6.50' L
9+55.11, 6.50' L
9+21.48, 6.50' R
9+36.36, 16.18' R
100+35.07, 5.15' L
9+83.20, 63.78' R
9+83.23, 65.15' L
9+66.73, 13.94' L
10+53.00, 6.50' R
10+35.70, 6.50' R
10+35.70, 10.00' L 12+01.27, 10.00' L
12+36.78, 8.50' L
12+57.73, 29.45' L
12+01.28, 8.50' L
12+01.51, 6.50' R 12+43.26, 6.50' R
12+57.23, 20.47' R
12+57.23, 50.85' R
12+51.37, 62.38' R
12+57.71, 55.91' L12+53.23, 55.87' L
8+65.25, 16.30' L
9+72.23, 65.15' L
9+47.50, 59.80' R
9+13.63,
16.39' L
12+47.80, 60.57' R
10 1
9+69.73, 43.19' L
LSCP
CONC
G AC
AC
AC
AC
AC
WTR
SS
WV(4)
E
LSCP
LSCP
FENCE
FENCE BEGIN
STA 10+08, 23.56' R
FENCE END
STA 10+00, 32.52' R
APN:175-103-02
APN:175-101-13
APN:175-091-41
APN:175-091-17
APN:175-101-14
AP
N
:
1 7
5 -
1 0
1 -
1 3
APN:175-092-16
APN:1
7 5
-
0 9
2 -
1 6
APN:175-103-01
APN:
175-102-18
APN:
175-102-17
APN:
175-102-16
AP
N
:
1 7
5 -
1 0
2 -
1 8
MONUMENT
MONUMENT
MONUMENT
MONUMENT MONUMENT
MONUMENT
MO
N
U
M
E
N
T
WTR
WV
WV
R/W
R/W
5 515
9 1
5 5
1 5
5 1
1 5
1 1
7 2
1 2
1 5
114
2 2
1 14
8 10
10 5
5 R/W
R/W R/W
1 3 5
1 4 4
4 4
2 1
1 1
1 5
5 11
11 12
12 5
5 12
12 1
12 11
5 5
5 5
5 1
12 2
NEVADA AVE CENTERLINE
LEMON AVE CENTERLINE
CITRUS AVE CENTERLINE
1 12
2 1
5 5
5 12
12 1
5 1
1 1
1 1
1 1
1 4
4 WTR1
WM 1
COMM1
12 100+54.70, 5.14' L
12 5
7 9
9 11+20.07, 25.00' L 11+70.65, 22.82' L
11+87.29, 21.29' L 12+40.80, 37.90' L
10BEGIN:10END:
10BEGIN:END:1GATE
MO
N
U
M
E
N
T
1 LSCP & MOW CURB5
TREE
5 TREE(2)5
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
D
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 3
:
3 3
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
MA
T
C
H
L
I
N
E
S
T
A
0 6
+
5 0
SE
E
A
B
O
V
E
R
I
G
H
T
N
MA
T
C
H
L
I
N
E
S
T
A
0 6
+
5 0
SE
E
B
E
L
O
W
L
E
F
T
MA
T
C
H
L
I
N
E
S
T
A
0 3
+
0 0
SE
E
A
B
O
V
E
R
I
G
H
T
N
0'20'40'
SCALE 1" = 20'
M
A
T
C
H
L
I
N
E
S
T
A
0 9
+
0 0
S
E
E
S
H
E
E
T
8 N
MATCHLINE STA 03+00
SEE BELOW LEFT
DEMOLITION PLANS FOR:
CI
T
R
U
S
AV
E
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT ASPHALT PER CITY OF VISTA STANDARD DRAWING SRF-08A/B AND SRF-13
SAWCUT CONCRETE
ADJUST TO FINISHED GRADE
REMOVE AND DISPOSE
SEE LIGHTING PLANS FOR STREET LIGHT IMPROVEMENTS
REMOVE AND REINSTALL GATE PER IMPROVEMENT PLANS
RELOCATE. SEE IMPROVEMENT PLANS
REMOVE AND REINSTALL FENCE PER IMPROVEMENT PLANS
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106. SEE
IMPROVEMENT PLANS
SEE SIGNING AND STRIPING PLANS
ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
COORDINATE UTILITY POLE BRACING WITH SDG&E
RESET EXISTING SURVEY MONUMENT
ADJUST TO GRADE. LID TO BE TRAFFIC RATED. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
1 2
3 4
5 7
8 9
10 11
12 13
14 15
16 LEGEND:
CONCRETE REMOVAL INCLUDES CURB & GUTTER, SIDEWALK
PAVEMENT, AND OTHER CONCRETE SURFACES
FULL DEPTH ASPHALT PAVEMENT AND BASE COURSE
REMOVAL. THICKNESS VARIES, ANTICIPATED TO BE
BETWEEN 6" - 18", WITH PAVING FABRIC.
REMOVE VEGETATION, DEBRIS, GRAVEL, AND OTHER
MATERIAL IN CONFLICT WITH THE PROPOSED
IMPROVEMENTS.
SAWCUT
PROPOSED TC FOR REF ONLY
DAYLIGHT
MILL AND OVERLAY
CURB/GUTTER/AC DIKE REMOVAL
9 10/22/2024 C5 432 of 637
6" AC PER D-735-19556" AC PER D-735-1955
0 1 2 3 4 5
340
35 0
35 5
18 '
25 '
4. 5
'
7. 5
'
33 5
(
3 3
4 )
345
(
3 3
1 )
(3
3 2
)
(3
3 2
)
(
3 3
7 )
(
3 3
3 )
(
3 3
5 )
(
3 3
6 )
(
3 3
8 )
(3
3 9
)
(
3 4
0 )
(341
)
(
3 4
2 )
(
3 4
3 )
(3
4 4
)
(34
5 )
(3
4 6
)
(
3 4
7 )
(
3 4
8 )
(
3 4
9 )
(
3 5
0 )
(
3 5
1 )
(3
5 2
)
(
3 5
3 )
(
3 5
4 )
(3
5 5
)
(
3 5
7 )
FL:330.53
FL:330.73
1+
3 1
.
8 1
℄
1+
7 0
.
3 7
℄
2+
1 7
.
9 9
℄
2+
6 7
.
4 1
℄
3+
6 5
.
3 2
℄
4+
1 5
.
2 9
℄
4+
6 1
.
6 6
℄
1+15.10, 0.00'
FS:(335.92) ME
0+79.87, 11.17' R
FS:(332.35) ME
0+79.87, 17.54' R
FS:(332.03) ME
0+79.87, 0.00'
FS:(332.64) ME
1+15.10, 10.00' L
FS:(335.74) ME
4+81.95, 10.00' L
FS:(356.08) ME
4+81.95, 14.00' L
FS:(356.01) ME
0+36.51, 55.54' L
FS:(330.38) ME
0+40.56, 55.54' L
FS:(330.72) ME
0+36.51, 55.03' R
FS:(331.26) ME
0+49.04, 10.52' L
FS:330.58
0+49.04, 13.16' R
FS:330.82
NEVADA AVE
G
WTR
SS
SD INLET
C&G
SDWK
P410973
PILLAR PILLARS
PILLAR
10 '
D
W
Y
10 '
D
W
Y
10 '
D
W
Y
14 '
D
W
Y
10 '
D
W
Y
16 '
D
W
Y
16 '
D
W
Y
MB
APN:175-091-45 APN:175-091-27 APN:175-091-26 APN:175-091-25 APN:175-091-24 APN:175-091-23 APN:175-091-22 APN:175-091-21
APN:175-092-35APN:175-092-06APN:175-092-05
APN:175-092-51
APN:175-092-08 APN:175-092-09 APN:175-092-41 APN:175-092-42 APN:175-092-11 APN:175-092-12 WV(3)
R/W
R/W
R/W
R/W
CURB LINE A
CURB LINE B
NEVADA AVE
CENTERLINE
1 1
1 2
1 1
1 6
6 6
345
5 10
12 12
10 2
2 12
12 9
9 10
1417
39 18
11 28
38 38 29
29 29
31 30
1 11
32 6 6 6 6 6
8 1
30 40
37 45COMM
WALL
E
WTR
COMM
SS
1 1
1 1
1 1 CP
R/W
1 WTR 1
1 COMM
43 MB (2)1
44 WM (2)1
WM 1
46 45
SD 1
MB1
WM (2)1
PP
FENCE
1 1
FENCE1
FENCE &
WALL
GATE11
WALL
PIPE
1 1
FENCE &
WALL1
WALL1
G1 G1
1 WTR
1 MB
1WTR
1G
1 WTR
1 TREE
1G
GATE1
46 32
G1
WARNING!!! GAS
11 .
5 '
D
W
Y
6 1+
8 2
.
3 7
℄
6 11
.
5 '
D
W
Y
2+
8 2
.
4 1
℄
PILLAR1
FL:330.62
36 49
49 5'
WM
22 -0.91%
-0.66%-0.91%
2.77%
4.79%
BE
G
P
V
I
:
0 +
4 0
.
4 7
,
5 5
.
0 3
'
R
TC
:
(
3 3
1 .
5 9
)
M
E
PV
I
:
0 +
4 0
.
4 9
,
5 0
.
0 3
'
R
TC
:
3 3
1 .
5 6
PV
I
:
0 +
4 0
.
7 9
,
3 6
.
0 7
'
R
TC
:
3 3
1 .
4 3
PV
I
:
0 +
6 1
.
4 6
,
1 4
.
6 7
'
R
TC
:
3 3
1 .
6 3
EN
D
P
V
I
:
0 +
7 9
.
8 7
,
1 9
.
9 2
'
R
TC
:
(
3 3
2 .
5 6
)
M
E
TC
:
3 3
1 .
4 7
PC
:
0 +
4 0
.
5 1
,
3 9
.
9 4
'
R
TC
:
3 3
1 .
2 6
PV
I
/
P
C
C
:
0 +
4 9
.
4 8
,
1 9
.
4 6
'
R
TC
:
3 3
2 .
1 7
PC
C
:
0 +
7 2
.
2 1
,
1 8
.
0 4
'
R
TC
:
3 3
2 .
4 7
PT
:
0 +
7 8
.
0 4
,
1 9
.
9 2
'
R
330
335
340
345
350
355
360
0.66%
5.72%
0.76%5.22%
8.58%
4.90%
4.44%
PV
I
:
0 +
4 0
.
5 6
,
5 0
.
5 2
'
L
TC
:
3 3
0 .
7 5
PV
I
:
1 +
4 5
.
9 5
,
1 8
.
0 0
'
L
TC
:
3 3
7 .
7 1
PV
I
:
0 +
5 3
.
7 8
,
1 6
.
2 1
'
L
TC
:
3 3
1 .
0 5
PV
I
:
1 +
9 3
.
3 7
,
1 8
.
0 0
'
L
TC
:
3 4
0 .
0 3
PV
I
:
2 +
2 7
.
9 9
,
1 8
.
0 0
'
L
TC
:
3 4
1 .
5 6
TC
:
3 3
0 .
8 3
PC
:
0 +
4 0
.
5 5
,
4 0
.
0 2
'
L
TC
:
3 3
4 .
1 3
PC
:
0 +
9 5
.
0 1
,
1 2
.
0 0
'
L
TC
:
3 3
5 .
6 4
PC
:
1 +
1 1
.
7 0
,
1 7
.
4 0
'
L
TC
:
(
3 3
0 .
7 2
)
M
E
BE
G
P
I
/
P
V
I
:
0 +
4 0
.
5 6
,
5 5
.
5 4
'
L
TC
:
3 3
1 .
8 6
PT
/
P
V
I
:
0 +
6 8
.
5 5
,
1 2
.
0 0
'
L
TC
:
3 3
4 .
4 3
PT
:
0 +
9 8
.
4 1
,
1 2
.
6 0
'
L
TC
:
3 3
5 .
9 4
PT
/
P
V
I
:
1 +
1 5
.
1 0
,
1 8
.
0 0
'
L
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
5.00%
5.77%
5.86%
PV
I
:
3 +
7 5
.
3 2
,
1 8
.
0 0
'
L
TC
:
3 5
0 .
0 6
TC
:
3 5
6 .
0 0
PI
/
P
V
I
:
4 +
7 6
.
6 6
,
1 8
.
0 0
'
L
TC
:
(
3 5
6 .
2 9
)
M
E
EN
D
P
I
/
P
V
I
:
4 +
8 1
.
9 5
,
2 0
.
0 5
'
L
5.46%
330
330
340
350
340
350
EXISTING SURFACE AT
CURB LINE APROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
EXISTING SURFACE AT
CURB LINE A
PROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
0+
4 3
.
9 0
,
0 .
0 0
'
FL
:
3 3
0 .
6 2
PROPOSED FS
AT CENTERLINE
6" AC PER D-735-19556" AC PER D-735-1955
6 (
3 6
0 )
(
3 6
1 )
(
3 6
2 )
(
3 6
3 )
(3
6 4
)
(
3 6
5 )
(
3 6
6 )
6+
0 7
.
5 6
℄
5+
6 9
.
8 4
℄
5+51.88, 14.00' L
FS:(360.20) ME
6+22.58, 14.00' L
FS:(364.59) ME
G
SDWK
SS
WTR
E24
'
D
W
Y
10 '
D
W
Y
APN:175-091-20 APN:175-091-19 APN: 175-091-18
APN:175-092-46APN:175-092-40
R/W
1 1
1 1
1 3
5 2
12 12
18 22
29 2423
MB WM11
C&G1
C&G1
1 SDWK
1 1G
WTR
1 WALL
LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
2 4
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
0'20'40'
SCALE 1" = 20'
IMPROVEMENT PLANS FOR:
EXISTING SURFACE AT
CURB LINE B
PROPOSED TC AT
CURB LINE B
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
1+00 2+00 3+00 4+00
N
S
A
N
T
A
F
E
A
V
E
35'
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 5" HMA PAVEMENT OVER 12" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFIED PCC DRIVEWAY WITH ROLLED CURB PER SDRSD G-14F AND DETAIL H ON SHEET 03
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14C
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
CONSTRUCT SIDEWALK UNDERDRAIN WITH 3" SCHEDULE 40 PVC PIPE PER SDRSD D-27. CONNECT TO PRIVATE STORM DRAIN
CONSTRUCT SIDEWALK UNDERDRAIN PER DETAIL G, SHEET 03
CONSTRUCT MODIFIED TYPE B BROW DITCH PER SDRSD D-75
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14D
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
CONSTRUCT BIOFILTRATION BASIN BMP ADJACENT TO SIDEWALK. SEE DETAILS ON SHEET 15
CONSTRUCT 3" HMA PAVEMENT OVER 7" CLASS 2 AGGREGATE BASE CONSTRUCT 5.5" THICK PCC DRIVEWAY. MATERIAL TO MATCH EXISTING
CONSTRUCT PAVERS TO MATCH EXISTING
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONTRACTOR TO FURNISH AND INSTALL GRAVEL. COLOR AND SIZE TO
MATCH EXISTING
CONSTRUCT 6" THICKENED CURB AND GUTTER PER DETAIL J ON SHEET
3. SEE SHEET 15 FOR LIMITS
REFER TO STORM DRAIN PLAN
ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
REFER TO LIGHTING AND ELECTRICAL PLANS
RESET EXISTING SURVEY MONUMENT
RELOCATE MAILBOX. CONTRACTOR TO COORDINATE WITH POSTMASTER
RESET/REINSTALL EXISTING GATE
1 2
3 4
5 6
8 9
10 11
12 14
17 18
22 23
24 28
29 30
31 32
36 37
38 39
40 43
44 45
46 49
10 PCC CURB AND GUTTER
(HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
LANDSCAPE
GRAVEL
MILL AND OVERLAY
ROCK BLANKET
10/22/2024 C5 433 of 637
V
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
8 9
10 380
380
10.5'
10.5'6
.
4 9
'
6 .
5 '
1 9
.
8 5
'
(
1 8
.
6 6
'
)
3 8
1 381
38 1
3 7
9 37
9 10
0 10
1 (
3 8
0 )
(
3 7
7 )
(
3 7
8 )
(
3 7
9 )
(
3 8
1 )
(380)
(380)
8 +
0 1
.
8 1
℄
8 +
4 6
.
8 0
℄
8+80.92, 6.50' R
FS:(379.95) ME
9+21.48, 6.50' R
FS:(380.22) ME
9+36.36, 16.18' R
FS:(379.91) ME
9+47.84, 39.08' R
FS:(379.37) ME
9+40.28, 57.19' R
FS:(378.73) ME
9+47.50, 59.80' R
FS:(378.98) ME
9+72.23, 65.15' L
FS:(381.83) ME 9+83.23, 65.15' L
FS:(381.69) ME
9+13.63, 16.39' L
FS:(380.38) ME
9+55.11, 6.50' L
FS:(380.64) ME
9+41.90, 6.50' L
FS:(380.56) ME
9+66.73, 13.94' L
FS:(380.73) ME
9+69.73, 43.19' L
FS:(381.25) ME
9+83.20, 63.78' R
FS:(378.45) ME
9+90.21, 10.50' R
FS:380.09
9+83.20, 55.69' R
FS:378.51
9+90.23, 47.15' L
FS:381.54
9+86.95, 57.15' L
FS:381.64
8+65.25, 16.30' L
FS:(379.63) ME
8+32.76, 16.40' L
FS:(378.64) ME
8+17.39, 16.49' L
FS:(377.97) ME
7+84.03, 16.65' L
FS:(376.17) ME
10+00.22, 10.50' L
FS:380.58
10+00.21,
10.50' R
FS:380.09
CI
T
R
U
S
A
V
E
WTR
G
WTR
E
SS
COMM
P14935
WV (4)
FENCE
FENCE
2 4
'
D
W
Y
2 1
'
D
W
Y
F
R
O
M
TO
APN:175-092-16
APN:175-091-41
APN:175-091-34
APN:175-091-17
APN:175-101-14
APN:175-103-13
APN:175-103-01
WTR
MONUMENT
MONUMENT
MONUMENT
MONUMENT
WV
R/W
R/W
CURB LINE D
CURB LINE C
CURB LINE E
NEVADA AVE
CENTERLINE
CURB LINE F
10 1
3 3
3 3
3 5
5 5
5 10
10 1012
12 2
2 2
2 2
34 34
9 11
12 33
1 1
1 14
1 1
37 12
34 3
32 33
2 4
2 4
36 19
CITRUS AVE
CENTERLINE
1 1
1 1
1 1
37 15
G 1
G1
SS1
37 MH
1WM (2)
1WM
1 FL:380.04
FL:380.51
SDWK
1E
1 C&G1
1 WTR
1 1
C&G
SDWK
MB
G
E
1 1
1 WTR 1
FENCE 1
WTR1
C&G
FENCE1
FENCE1
1SS
1 12
12 12
12 FL:380.27
51 -0.49%
1.11%
1.03%
0.37%
PV
I
:
9 +
6 9
.
7 3
,
3 9
.
8 2
'
L
TC
:
3 8
1 .
3 6
PC
/
P
V
I
:
9 +
1 8
.
6 2
,
1 9
.
9 1
'
L
TC
:
3 8
0 .
8 0
PV
I
:
9 +
4 5
.
1 3
,
1 2
.
1 4
'
L
TC
:
3 8
0 .
9 0
TC
:
3 8
0 .
8 2
PC
C
:
9 +
2 4
.
7 6
,
1 7
.
8 1
'
L
TC
:
(
3 8
0 .
7 5
)
M
E
BE
G
P
I
/
P
V
I
:
9 +
1 3
.
6 2
,
1 9
.
8 9
'
L
TC
:
(
3 8
1 .
3 3
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
6 9
.
7 3
,
4 4
.
5 8
'
L
TC
:
3 8
1 .
2 3
PT
:
9 +
6 7
.
7 8
,
2 9
.
2 5
'
L
2.26%1.31%
-4.15%
-3.73%
-2.16%
-1.50%
PV
I
:
9 +
1 1
.
0 9
,
1 2
.
0 3
'
R
TC
:
3 8
0 .
4 2
PV
I
:
9 +
3 3
.
5 3
,
2 5
.
2 8
'
R
TC
:
3 7
9 .
8 4
PV
I
:
9 +
3 5
.
7 6
,
2 9
.
7 2
'
R
TC
:
3 7
9 .
7 6
TC
:
3 8
0 .
0 7
PC
/
P
V
I
:
8 +
8 6
.
3 0
,
2 0
.
0 7
'
R
TC
:
3 8
0 .
1 6
PC
C
:
8 +
9 2
.
4 5
,
1 7
.
9 5
'
R
TC
:
(
3 7
9 .
9 5
)
M
E
BE
G
P
I
/
P
V
I
:
8 +
8 0
.
9 4
,
2 0
.
0 8
'
R
TC
:
(
3 7
8 .
7 9
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
3 3
.
9 7
,
5 4
.
5 6
'
R
TC
:
3 7
8 .
9 5
PT
/
P
V
I
:
9 +
3 5
.
5 3
,
5 0
.
8 3
'
R
4.48%1.86%
2.70%
1.20%PC
/
P
V
I
:
9 +
9 1
.
7 1
,
3 9
.
9 8
'
R
TC
:
3 7
9 .
8 4
PC
C
/
P
V
I
:
1 0
+
3 6
.
0 5
,
1 7
.
2 6
'
R
TC
:
3 8
1 .
1 7
PV
I
:
1 0
+
0 0
.
1 3
,
1 9
.
9 8
'
R
TC
:
3 8
0 .
1 1
4.48%
2.70%
1.20%TC
:
3 7
9 .
1 4
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 0
,
5 5
.
7 0
'
R
TC
:
(
3 8
1 .
3 6
)
M
E
EN
D
P
I
/
P
V
I
:
1 0
+
4 6
.
0 0
,
1 9
.
0 9
'
R
TC
:
3 8
1 .
2 8
PT
:
1 0
+
4 2
.
0 0
,
1 9
.
1 4
'
R
-1.20%
0.60%-2.70%
PV
I
:
1 0
+
0 6
.
2 1
,
1 5
.
4 8
'
L
TC
:
3 8
1 .
2 1
PV
I
/
P
T
:
1 0
+
3 5
.
7 0
,
1 7
.
0 0
'
L
TC
:
3 8
1 .
4 0
PV
I
:
9 +
9 3
.
6 9
,
2 9
.
7 1
'
L
TC
:
3 8
1 .
4 4
TC
:
3 8
1 .
3 7
PC
:
1 0
+
3 0
.
6 6
,
1 5
.
6 3
'
L
TC
:
3 8
1 .
7 3
PC
:
9 +
9 1
.
7 3
,
4 0
.
0 0
'
L
TC
:
3 8
1 .
3 1
PC
:
1 0
+
2 1
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
2 .
1 9
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 3
,
5 7
.
1 5
'
L
TC
:
3 8
1 .
3 0
PT
:
1 0
+
1 9
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
1 .
3 4
PT
:
1 0
+
2 6
.
7 7
,
1 3
.
3 7
'
L
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
S
H
E
E
T
1 1
380
380 380
380
EXISTING SURFACE AT
CURB LINE D
PROPOSED TC AT
CURB LINE D
EXISTING SURFACE AT
CURB LINE C
PROPOSED TC AT
CURB LINE C EXISTING SURFACE AT
CURB LINE E
PROPOSED TC AT
CURB LINE E
EXISTING SURFACE AT
CURB LINE F
PROPOSED TC AT
CURB LINE F
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
4 7
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
0'20'40'
SCALE 1" = 20'
N
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
N
E
X
T
S
H
E
E
T
NEVA
D
A
A
V
E
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
REMOVE AND REINSTALL CHAIN LINK FENCE PER PLAN
RELOCATE FIRE HYDRANT PER VISTA IRRIGATION DISTRICT (VID) STANDARD DRAWING 4-1 AND 4-2
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT 6" LONG HMA PAVEMENT RAMP. CONTRACTOR TO ENSURE RUNNING SLOPE IS UNDER 8.33%
CONSTRUCT TYPE C PCC ADA RAMP WITH DARK GRAY TRUNCATED
DOMES PER SDRSD G-29
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONSTRUCT PCC MOW CURB, CONTRACTOR TO MATCH EXISTING
MATERIAL
1 2
3 5
9 10
11 12
14 15
19 24
32 33
34 36
37 51
IMPROVEMENT PLANS FOR:
11 LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
PCC CURB AND GUTTER (HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
ROCK BLANKET
MILL AND OVERLAY
LANDSCAPING
10/22/2024 C5 434 of 637
25.00' VC
PVI STA:13+04.80
PVI EL:391.94
A:10.87%
K:2.30
380
385
390
-10.54%
5.02%
1.50%
6.67%
6.18%
10.98%
-1.81%
PV
I
:
1 2
+
4 9
.
1 0
,
2 8
.
1 6
'
R
TC
:
3 8
9 .
9 6
PV
I
:
1 2
+
2 7
.
7 0
,
1 2
.
2 8
'
R
TC
:
3 8
8 .
5 7
TC
:
(
3 8
6 .
7 6
)
M
E
BE
G
P
C
/
P
V
I
:
1 2
+
0 1
.
5 1
,
1 7
.
0 6
'
R
TC
:
3 8
7 .
7 8
PC
/
P
V
I
:
1 2
+
1 7
.
1 6
,
1 2
.
4 8
'
R
TC
:
3 8
8 .
5 1
PC
/
P
V
I
:
1 2
+
2 3
.
7 3
,
1 2
.
0 0
'
R
TC
:
3 8
9 .
5 5
PC
/
P
V
I
:
1 2
+
5 1
.
7 3
,
5 0
.
4 5
'
R
TC
:
3 8
8 .
4 0
EN
D
P
I
/
P
V
I
:
1 2
+
4 7
.
8 0
,
6 0
.
5 7
'
R
TC
:
3 8
6 .
9 6
PT
/
P
V
I
:
1 2
+
0 4
.
4 5
,
1 6
.
5 8
'
R
TC
:
3 8
8 .
1 3
PT
:
1 2
+
2 0
.
2 3
,
1 2
.
0 0
'
R
TC
:
3 8
9 .
7 4
PT
:
1 2
+
5 1
.
7 3
,
4 0
.
0 0
'
R
TC
:
3 8
9 .
0 6
PT
:
1 2
+
5 0
.
6 4
,
5 4
.
9 8
'
R
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
S
H
E
E
T
1 0
??
?
TC
:
3 8
1 .
9 0
PVI STA:11+38.97, 17.00' L
120.00' VC
PVI EL:382.60
A:6.19%
K:19.39
1.17%
12.67%1.80%
1.20%
7.36%
EN
D
P
T
P
V
I
:
1 2
+
4 9
.
7 3
,
5 5
.
8 7
'
L
TC
:
3 9
2 .
4 6
PV
I
:
1 2
+
2 8
.
2 3
,
1 2
.
3 6
'
L
TC
:
3 8
8 .
5 3
TC
:
3 8
7 .
0 2
EV
C
/
P
C
:
1 1
+
9 8
.
9 7
,
1 7
.
0 0
'
L
TC
:
3 8
8 .
1 5
PC
:
1 2
+
1 3
.
6 5
,
1 2
.
5 4
'
L
TC
:
3 8
8 .
4 8
PC
:
1 2
+
2 3
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 9
2 .
3 0
PC
:
1 2
+
5 1
.
7 3
,
4 7
.
1 6
'
L
TC
:
3 9
2 .
3 8
PC
C
:
1 2
+
5 0
.
7 3
,
5 1
.
5 1
'
L
TC
:
3 8
7 .
2 6
PT
:
1 2
+
0 2
.
2 1
,
1 6
.
4 6
'
L
TC
:
3 8
8 .
3 9
PT
/
P
V
I
:
1 2
+
1 6
.
8 9
,
1 2
.
0 0
'
L
TC
:
3 9
2 .
1 7
EV
C
/
P
T
:
1 2
+
5 1
.
7 3
,
4 0
.
0 0
'
L
BV
C
:
1 0
+
7 8
.
9 7
,
1 7
.
0 0
'
L
380
390
385
EXISTING SURFACE AT
CURB LINE F
PROPOSED TC AT
CURB LINE F
NEVADA AVE
CENTERLINE
EXISTING SURFACE AT
CURB LINE G
PROPOSED TC AT
CURB LINE G
CU
R
B
L
I
N
E
H
B
E
G
I
N
S
BV
C
:
1 2
+
9 2
.
3 0
TC
:
3 9
0 .
3 6
BV
C
:
1 2
+
4 1
.
2 6
,
1 8
.
1 7
'
L
V
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
11 12 12
2 3
38 538238338
4 38
6 38
7 8.5'
6.5'
17'
(18.28')
382
3 8
9 3
9 0
39 2
391
3 9
0 3
8 9
38 8
38 7
38 9
389
(381)
(3
8 2
)
(
3 8
3 )
(
3 9
0 )
(
3 9
1 )
(
3 9
3 )
(
3 8
9 )
12+01.27, 10.00' L
FS:(386.84) ME
12+36.78, 8.50' L
FS:(389.26) ME
12+57.73, 29.45' L
FS:(392.12) ME18'
24'
18'
11 +
0 1
.
7 5
℄
11 +
7 7
.
6 4
℄
10+53.00, 6.50' R
FS:(381.04) ME
12+43.26, 6.50' R
FS:(389.72) ME
12+01.51, 6.50' R
FS:(386.55) ME 12+57.23, 20.47' R
FS:(390.47) ME
12+57.23, 50.85' R
FS:(389.56) ME
12+51.37, 62.38' R
FS:(388.27) ME
12+01.28, 8.50' L
FS:(386.84) ME
10+00.22, 10.50' L
NEVADA AVE
LE
M
O
N
A
V
E
G
WTR
WTR
G
E
ST LT
P18560
FH
WV (4)
14 '
D
W
Y
14 '
D
W
Y
APN:175-103-02
APN:175-101-13APN:175-101-14
APN:175-101-14
APN:175-103-01APN:175-103-01
APN:
175-102-18
APN:
175-102-17
APN:
175-102-16
MONUMENT
MONUMENT
WV
MONUMENT
MONUMENT
MONUMENT
R/W
R/W
CURB LINE F
CURB LINE G
NEVADA AVE CENTERLINE
1 1
1 1
1 1
3 3
5 5 27
27 2
2 2
10 10
12 12
14 1616
37 37
30 30
8 8
33 33
3 33
36 36
1 37
1 1
1 MB1
E1
AC DIKE1 WTR 1
FENCE
FENCE
32 12+40.80, 37.90' L
FS:390.83
46 46
49 GATE1
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 6
:
0 4
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
0'20'40'
SCALE 1" = 20'
N
MATCHLINE STA 03+13
SEE NEXT SHEET
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
P
R
E
V
I
O
U
S
S
H
E
E
T
10+00 11+00 12+00 13+00
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14C
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
REMOVE AND REINSTALL WOOD FENCE PER PLAN
CONSTRUCT TYPE D PCC ADA RAMP WITH DARK GRAY TRUNCATED
DOMES PER SDRSD G-31
CONSTRUCT 5.5" THICK PCC DRIVEWAY. MATERIAL TO MATCH EXISTING 2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT 6" LONG HMA PAVEMENT RAMP. CONTRACTOR TO ENSURE RUNNING SLOPE IS UNDER 8.33%
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
RELOCATE MAILBOX. CONTRACTOR TO COORDINATE WITH
POSTMASTER
RESET/REINSTALL EXISTING GATE
1 2
3 5
8 10
12 14
16 27
30 32
33 36
37 46
49 IMPROVEMENT PLANS FOR:
12 LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
CONSTRUCT PCC CURB AND GUTTER (HEIGHT PER
PLAN)
CONSTRUCT DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
ROCK BLANKET
MILL AND OVERLAY
LANDSCAPING
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
10/22/2024 C5 435 of 637
6" CL PER I-943-1970
6" CL PER I-943-1970
6" CL PER I-943-1970
6" CL PER I-943-1970
4 5 6 7 8 9
3 9
0 38638
7 3
8 8
3 8
9 3
9 1
392393393
20'
30'
(3
9 0
)
(3
8 7
)
(3
8 7
)
(
3 8
8 )
(3
8 9
)
(
3 9
1 )
(
3 9
2 )
(
3 9
3 )
(3
9 4
)
(3
9 4
)
(386)
(393)
3+
5 0
.
2 7
℄
4+
3 1
.
9 7
℄
4+
4 7
.
6 2
℄
4+
9 6
.
2 7
℄
5+
4 7
.
1 9
℄
5+
8 1
.
8 7
℄
5+
9 6
.
4 0
℄
6+
4 4
.
2 6
℄
6+
9 5
.
6 7
℄
7+
4 5
.
5 7
℄
8+
4 4
.
1 4
℄
8+52.35, 12.01' L
FS:(386.00) ME
LEMON AVE
SS
G
E
SS COMM
WTR G
E
SDWK
SD INLET
20 '
D
W
Y
8'
D
W
Y
8'
D
W
Y
12 '
D
W
Y
10 '
D
W
Y
10 '
D
W
Y
12 '
D
W
Y
11 .
5 '
D
W
Y
15 '
D
W
Y
11 '
D
W
Y
10 .
5 '
D
W
Y
F
R
O
M
T
O
APN:175-101-13 APN:175-101-12 APN:175-101-11 APN:175-101-10 APN:175-101-09 APN:175-101-08 APN:175-101-07 APN:175-101-06 APN:175-101-05 APN:175-101-04 APN:175-101-03 APN:175-102-19 APN:175-102-20 APN:175-102-21 APN:175-102-22 APN:175-102-23 APN:175-102-24 APN:175-102-25 APN:175-102-25 APN:175-101-38 APN:175-101-38 APN:175-102-39 APN:175-070-21 APN:175-070-20
AP
N
:
17 5
-
1 0
2 -
1 8
MONUMENT
MONUMENT
MONUMENT
WM (2)
MONUMENT
WM
MH
WM
R/W R/W
CURB LINE H
LEMON AVE CENTERLINE
48 11
11 1
1 1
1 1
1 3
510
12 2
2 13
15 15
42 19
20 21
29 7
7 7
7 7
7 7 7 7 7 50
2 3 32
35 35
R/W
R/W
30 30
30 30
30 30 30
30 30
30 1
1 451
1 1
52 43
44 44
43 37
1 WV(4)37
8+31.32, 19.99' L
RIM:386.00
L=10' INV = 382.58
WTRFENCE
FENCEPOST
POST
WM (2)
POST & MB
MONUMENT
11 11
1 1
1 1
1 13
FENCE1
WALL
G
G
G
WTR
11 1
1 1
45 WM (2)
PILLAR
G
1 1
46 WOOD POST1
WALL
G
SS
WTR
G
1 1
1 1
1 E
G
1 1
COMM
G
SDWK
INV 382.20
SD INLET
WALL
PILLAR
PILLAR G
SS
WTR
1 1
1 1
1 1
1 1
1 1
47 2"
L
I
P
46 46
46MB (2)
1PILLAR
1 MB
FENCE 1
GATE1
44 46
49 49
49 WM43
WM
US
E
V
I
E
W
L
A
B
E
L
TC
:
3 9
3 .
5 7
??
?
TC
:
3 9
1 .
2 2
??
?
TC
:
3 8
6 .
1 5
PVI STA:7+17.72, 20.00' L
102.00' VC
PVI EL:386.31
A:4.00%
K:25.50
PVI STA:5+53.50, 20.00' L
100.00' VC
PVI EL:393.37
A:3.90%
K:25.64
BV
C
:
5 +
0 3
.
5 0
,
2 0
.
0 0
'
L
EV
C
:
6 +
0 3
.
6 0
,
2 0
.
0 0
'
L
EV
C
:
7 +
6 8
.
7 2
,
2 0
.
0 1
'
L
FL
:
3 8
5 .
4 0
380
390
EN
D
6 "
C
U
R
B
BE
G
I
N
C
U
R
B
H
E
I
G
H
T
T
R
A
N
S
I
T
I
O
N
EXISTING SURFACE AT
CURB LINE H
PROPOSED TC AT
CURB LINE H
LEMON AVE
CENTERLINE
PROPOSED FL AT
CURB LINE H ??
?
TC
:
3 8
8 .
5 0
EN
D
C
U
R
B
H
E
I
G
H
T
T
R
A
N
S
I
T
I
O
N
BE
G
I
N
8 "
C
U
R
B
CU
R
B
L
I
N
E
F
E
N
D
S
BV
C
:
6 +
6 6
.
7 2
,
2 0
.
0 0
'
L
PV
I
:
3 +
7 5
.
0 0
,
2 0
.
0 0
'
L
TC
:
3 9
3 .
0 7
PV
I
:
4 +
8 7
.
2 7
,
2 0
.
0 0
'
L
TC
:
3 9
3 .
6 3
EN
D
P
V
I
:
8 +
5 2
.
3 5
,
2 0
.
2 9
'
L
TC
:
(
3 8
6 .
2 0
)
M
E
7+
8 7
.
7 2
,
2 0
.
0 1
'
L
TC
:
3 8
6 .
1 0
PV
I
:
8 +
3 8
.
8 9
,
2 0
.
0 1
'
L
TC
:
3 8
6 .
1 8
7+
9 7
.
7 2
,
2 0
.
0 1
'
L
TC
:
3 8
6 .
0 7
PV
I
:
8 +
2 5
.
8 9
,
2 0
.
0 1
'
L
TC
:
3 8
5 .
9 8
TC
:
3 9
2 .
4 6
BE
G
P
I
/
P
V
I
:
3 +
1 2
.
9 6
,
2 0
.
0 0
'
L
TC
:
3 8
6 .
2 0
PI
:
8 +
4 9
.
3 9
,
2 0
.
0 1
'
L
FL
:
3 8
5 .
6 0
FL
:
3 8
5 .
3 1
FL
:
3 8
5 .
6 4
FL
:
3 8
5 .
6 4
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 6
:
2 0
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
MA
T
C
H
L
I
N
E
S
T
A
0 3
+
1 3
SE
E
P
R
E
V
I
O
U
S
S
H
E
E
T
N
0'20'40'
SCALE 1" = 20'
4+00 5+00 6+00 7+00 8+00
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14F AND DETAIL F ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
CONSTRUCT TYPE A RETAINING WALL PER SDRSD C-09
REMOVE AND REINSTALL CHAIN LINK FENCE PER PLAN
RELOCATE FIRE HYDRANT PER VISTA IRRIGATION DISTRICT (VID) STANDARD DRAWING 4-1 AND 4-2
CONSTRUCT TYPE B-1 CURB INLET PER SDRSD D-02. L=10'
FURNISH AND INSTALL 18" RCP STORM DRAIN
CONSTRUCT 3" HMA PAVEMENT OVER 7" CLASS 2 AGGREGATE BASE CONSTRUCT 5.5" THICK PCC DRIVEWAY. MATERIAL TO MATCH EXISTING 2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
REPLACE WALL IN KIND. CONTRACTOR TO COORDINATE WITH CITY
RESIDENTS
ADJUST TO GRADE
CONSTRUCT BLOCK WALL, MATERIAL AND COLOR TO MATCH EXISTING ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
REFER TO LIGHTING AND ELECTRICAL PLANS
RESET EXISTING SURVEY MONUMENT
RELOCATE MAILBOX. CONTRACTOR TO COORDINATE WITH
POSTMASTER
CONSTRUCT 8" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONNECT PIPE TO EXISTING INLET
RESET/REINSTALL EXISTING GATE
CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14C AND DETAIL F ON SHEET 14
ADJUST TO GRADE. LID TO BE TRAFFIC RATED. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
1 2
3 5
7 10
12 13
15 19
20 21
29 30
32 35
37 42
43 44
45 46
47 48
49 50
52 IMPROVEMENT PLANS FOR:
13 LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
PCC CURB AND GUTTER (HEIGHT PER PLAN)
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
ROCK BLANKET
MILL AND OVERLAY
10/22/2024 C5 436 of 637
(3
5 0
)
(3
4 8
)
(3
4 9
)
(3
5 1
)
4. 5
'
NEVADA AVE
NEVADA AVE CL
4'
3'
RW
3+74.32, 18.00' L
TC:349.75
3+81.26, 25.00' L
FS:350.49
3+70.32, 25.01' L
FS:349.84
3+69.32, 21.00' L
FS:349.723+60.32, 21.00' L
FS:349.21
3+60.32, 25.00' L
FS:349.27
3+55.32, 18.00' L
TC:348.93
3+55.32, 22.97' L
FS:348.98
3+60.24, 30.00' L
FS:(349.19) ME
3+70.40, 30.00' L
FS:(349.40) ME
3+59.37, 25.00' L
FS:349.22
3+54.37, 22.50' L
FS:348.92
3+86.26, 22.50' L
FS:350.77
18 '
5'
9'
5'
3 5
0 3
4 9
3 5
1 13
.
8 4
%
1. 5
0 %
1. 5
0 %
1. 5
0 %
35 0348
34 9
5. 2
9 %
3+
6 5
.
3 2
℄
3+69.32, 25.01' L
FS:349.78
LEMON AVE
LEMON AVE CL
20 '
R/W
3'
13 .
1 1
'
7+36.07, 20.01' L
TC:386.46
7+51.07, 20.01' L
1" TC:385.85
7+39.07, 23.01' L
FS:386.36
7+51.07, 31.01' L
FS:385.88
7+51.07, 39.96' L
FS:(384.66) ME
7+52.52, 27.01' L
FS:386.30
7+51.07, 23.01' L
FS:386.21
7+39.07, 40.15' L
FS:(384.63) ME
7+39.07, 20.01' L
1" TC:386.00
7+54.92, 25.01' L
FS:385.94
7+39.07, 31.01' L
FS:386.00
7+39.06, 27.01' L
FS:386.42
385
386
386
386
4'
12'
5'
(385)
(386)
(387)
1. 3
5 %
1. 3
5 %
7+38.09, 27.01' L
FS:386.46
12 .
0 0
%
1. 5
0 %
14 .
2 1
%
10 .
0 0
%
7+51.07, 27.01' L
FS:386.27
7+
4 5
.
0 7
℄
FL:385.91
FL:385.77
FL:385.96
7+54.07, 20.01' L
TC:386.24
FL:385.74
LEMON AVE
LEMON AVE CL
8+52.35, 20.29' L
TC:(386.20) ME
8+52.39, 25.92' L
FS:(386.36) ME
8+49.39, 27.26' L
FS:(386.31) ME
8+37.33, 27.26' L
FS:(386.29) ME
8+34.88, 25.01' L
FS:386.19
8+38.89, 23.26' L
FS:386.26
8+49.39, 23.26' L
FS:386.26
8+49.39, 20.01' L
2" TC:385.81
8+35.89, 20.01' L
TC:386.14
(386)
(385)
(3
8 6
)
8+38.89, 20.01' L
2" TC:385.80
8+38.89, 27.26' L
FS:(386.31) ME
14 .
9 5
%
1. 2
1 %
386 386
8+
4 4
.
1 4
℄
FL:385.64
FL:385.64
FL:(385.43) ME
FL:385.56
LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
PCC CURB AND GUTTER (HEIGHT PER PLAN)
DRIVEWAY
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
D
T
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 7
:
3 0
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
0'5'10'
SCALE 1" = 5'
DRIVEWAY DETAILS FOR:
14 N
0'5'10'
SCALE 1" = 5'
N
0'5'10'
SCALE 1" = 5'
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
MILL AND OVERLAY
LANDSCAPE
TYPICAL DRIVEWAY ON NEVADA AVE
STA 3+65
TYPICAL DRIVEWAY ON LEMON AVE
STA 7+45
MODIFIED DRIVEWAY ON LEMON AVE
STA 8+44
10/22/2024 C5 437 of 637
8" PERFORATED PVC UNDERDRAIN PER
DETAIL 3, SEE NOTE 2
SIDEWALK PER PLAN
VA
R
I
E
S
(4:
1 M
A
X
)
VARI
E
S
(3:1
M
A
X
)
PCC THICKENED CURB
AND GUTTER PER DETAIL
J, SHEET 3
ANGULAR ROCK
1 "
(T
Y
P
)
3'5'5'4'
16 '
'
6" BENCH @
1.5% SLOPE
3"
M
I
N
COMPACTED NATIVE
SOIL BELOW LINER
12" THICK 3
4"-1.5" OPEN GRADED
CLEAN GRAVEL
BSM MEDIA
3" CHOKER SAND
3" ASTM NO.8 STONE
30 MIL IMPERMEABLE LINER (TYP)
3" COBBLE
MULCH LAYER
18 "
12 '
'
9'
'
1+00
(
3 3
5 )
(
3 3
3 )
(
3 3
4 )
(
3 3
6 )
(
3 3
7 )
(
3 3
1 )
N
S
A
N
T
A
F
E
A
V
E
NEVADA AVE
R/W
C
C
0+60.71, 16.75' L 1
TG:330.94
1+09.40, 16.57' L
20+62.09, 12.76' L
2 FL:331.02
FL:334.77
3 0+51.58, 4.16' L
4 INLET
OUTLET
5 L=43'
WARNING!!! GAS
60+55.07, 15.46' L
1+11.70, 17.40' L
BEG:
END:6
FG:330.53
2'
2'
0+64.05, 12.36' L
1+07.52, 15.89' L
FL:331.13
FL:334.59
335
331
332
333
334 3
3 6
336
33 1
3 3
2 24
"
24 "
A
CU
R
B
CU
R
B
BI
O
F
I
L
T
R
A
T
I
O
N
BA
S
I
N
BB
A
PLAN VIEW
DEPRESS
GUTTER 2" AT
INLET OPENING
R=1
2" (TYP)
TOP OF PCC THICKENED
CURB AND GUTTER PER
DETAIL J ON SHEET 3
SECTION A-A
STREET
FLOW
FL
SECTION B-B
PCC THICKENED
CURB AND GUTTER
30 MIL IMPERMEABLE
PLASTIC LINER. SEE
DETAIL 2, THIS SHEET
BI
O
F
I
L
T
R
A
T
I
O
N
BA
S
I
N
3" COBBLE MULCH LAYER
1"
R=1"
STA, OFF
FL:
12 "
TR
A
N
S
I
T
I
O
N
12 "
TR
A
N
S
I
T
I
O
N
4'
6"18" TYP
6"
F
O
R
O
U
T
L
E
T
8"
F
O
R
I
N
L
E
T
12"
12" TRANSITION
6"
F
O
R
O
U
T
L
E
T
8"
F
O
R
I
N
L
E
T
12" TRANSITION
6"6"
6"
F
O
R
O
U
T
L
E
T
8"
F
O
R
I
N
L
E
T
8"
F
O
R
O
U
T
L
E
T
9"
F
O
R
I
N
L
E
T
12"
18" TYP
STA, OFF
FL:
STA, OFF
FL:
STA, OFF
FL:
C&G PER DETAIL J
ON SHEET 3323
325
330
323
325
330
PV
I
:
0 +
5 1
.
5 8
,
4 .
1 6
'
L
IN
V
:
3 2
6 .
3 7
PV
I
:
0 +
6 0
.
7 1
,
1 6
.
7 5
'
L
IN
V
:
3 2
7 .
4 5
INV:327.53
1 1
2" GAS
S=6.91
%
L= 15.
6 FG
EG
12 "
M
I
N
PROP 8" PVC
UNDERDRAIN
143
5 P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
S
D
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 9
:
0 5
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
0'10'20'
SCALE 1" = 10'
STORM DRAIN PLAN FOR:
15 SECTION C-C
CONSTRUCTION NOTES
CONSTRUCT TYPE G-1 CATCH BASIN OVERFLOW RISER PER
SDRSD D-08
CONSTRUCT PCC CURB OPENING INLET/OUTLET PER
DETAIL 1, THIS SHEET
CONSTRUCT CONCRETE LUG PER SDRSD D-63
FURNISH AND INSTALL 15" RCP STORM DRAIN
8" PERFORATED PVC UNDERDRAIN PER DETAIL 3 AND
SECTION C-C ON THIS SHEET.
CONSTRUCT 6" THICKENED CURB AND GUTTER PER DETAIL
J ON SHEET 3
1 2
3 4
5 6
BIOFILTRATION BASIN BMP CURB OPENING INLET/ OUTLET
NOT TO SCALE1
2"X1
8" ALUMINUM
FLAT BARS
30 MIL
IMPERMEABLE
PLASTIC LINER
COBBLE MULCH
2"X 1
4" CONCRETE
HIT ANCHORS AT
24" O.C.
NOTES:
1. ON CLEAN CONCRETE SURFACE,
ADHERE LINER TO CONCRETE WITH
SILICONE SEALANT OR EQUIVALENT
PER MANUFACTURER
RECOMMENDATIONS TO TOP 1
2" OF
LINER.
2. SECURE LINER TO CONCRETE WITH
2" ALUMINUM OR STAINLESS STEEL
FLAT BAR AS DIRECTED PER PLAN.
3. AS AN ALTERNATIVE, HIT ANCHORS
CAN BE SUBSTITUTED WITH
STAINLESS STEEL ANCHORS AT 24"
O.C. OR POWDER ACTUATED
FASTENERS AT 12" O.C.
4. TRIM EXCESS LINER TO BE FLUSH
WITH SURFACE ELEVATION.
5. CONTRACTOR MEANS AND METHODS
SHOULD AVOID/MINIMIZE WRINKLES
TO THE LINER.
IMPERMEABLE PLASTIC LINER CONNECTION
NOT TO SCALE2
NOT TO SCALE
NOTES:
1. PLACEMENT OF UNDERRAIN SHALL BE PER PLANS, OR AS
DIRECTED BY THE ENGINEER. HORIZONTAL LOCATION MAY VARY
WITHIN PAVEMENT SECTION AS LONG AS MINIMUM OFFSET
DISTANCES AND BOTTOM SLOPES ARE MAINTAINED.
2. DEPTH OF PERFORATED PVC PIPE MAY BE ADJUSTED TO TIE INTO
THE ADJACENT CONNECTION POINT OF THE DOWNSTREAM
DRAINAGE INFRASTRUCTURE, AS NEEDED, PER ENGINEERS
APPROVAL.
PERFORATED HOLE PLACEMENT
NOT TO SCALE3
BELL
PIPE
O.D.
PIPE
I.D.
(4) [PERFORATED HOLES
3/8" Ø MIN. @ 3-1/4"
SPACING ALONG PIPE
WITH STAGGERED
HORIZONTAL ROWS
NOTES:
1. PERFORATED PLASTIC PIPE SHALL BE SMOOTH-WALL PVC PLASTIC PIPE OR CORRUGATED PVC
PLASTIC PIPE W ITH A SM OOTH INTERIOR SURFACE, M ADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 12454 OR 13364, AS DEFINED IN ASTM D1784.
2. PIPE,FITTING, AND JOINT DIMENSIONS SHALL BE COMPATIBLE AND MEASURED IN ACCORDANCE WITH ASTM 2122. FITTING AND JOINT MATERIAL SHOULD BE COMPATIBLE WITH PIPE MATERIAL.
3. PIPE PENETRATIONS THOUGHT IMPERMEABLE BARRIER SHALL BE SEALED ACCORDING TO PLANS.
4. FOR PERMEABLE PAVEMENT UNDERDRAIN, MINIMUM OFFSET TO INSIDE EDGE OF TRENCH SHALL BE 10 INCHES.
10/22/2024 C5 438 of 637
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
P
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 9
:
5 0
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
SIGNING AND STRIPING PLANS FOR:
NEVADA AND LEMON SIDEWALKS AND LIGHTING
SIGNING AND STRIPING PLANS FOR
TRAFFIC SIGNING NOTES
1. SIGNING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBJECT TO THE CITY OF VISTA APPROVAL. ALL SIGNS SHALL CONFORM TO SECTION 56 OF THE LATEST EDITION OF THE CALTRANS STD. SPECS, CALTRANS STD. PLANS, AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD).
2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AT THE SITE. THE CONTRACTOR SHALL REVIEW THE CIVIL, TRAFFIC, MECHANICAL,
PLUMBING AND LANDSCAPE DRAWINGS FOR LOCATIONS OF SLEEVES, DUCTS, LINES, POSTS, FOUNDATIONS, EQUIPMENT, ETC. ANY COST TO ROUTE CONDUIT
AS SHOWN ON THE PLANS, OR AS REQUIRED TO COMPLETE THE WORK, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3. SIGN POSTS:
A) SHALL BE BREAK-AWAY PER DRAWING M-45 OF THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND DRAWING NUMBER TRF-6 OF THE CITY OF VISTA
STANDARD DRAWINGS
B) SHALL BE NEW (USED POSTS ARE PROHIBITED ON NEW SIGN INSTALLATIONS)
C) SHALL BE REJECTED IF DAMAGED, BENT, OR SPLINTERED
D) SHALL PROVIDE A MINIMUM OF FORTY-EIGHT INCHES (48") OF UNOBSTRUCTED
HORIZONTAL SIDEWALK DISTANCE FOR ADA WHEEL CHAIR ACCESS
4. SIGNS:
A) SHALL BE ALUMINUM AND HAVE RETROREFLECTIVITY FACING AND MESSAGE
WITH AN ENGINEER GRADE DESIGN OR BETTER
B) SHALL HAVE A SEVEN FOOT (7') VERTICAL CLEARANCE ABOVE FINISHED GRADE
FOR ONE SIGN MOUNTING
C) SHALL HAVE A MINIMUM OF TWENTY-FOUR (24") HORIZONTAL CLEARANCE BEHIND THE CURB FACE AS SHOWN IN SIGN DETAILS "A", "B" AND "C" D) LARGER THAN THIRTY SIX INCHES (36") WIDE SHALL BE SET ON TWO POSTS
E) IF MOUNTED ON STREET LIGHT STANDARDS, SHALL USE A THREE-FOURTHS INCH (3/4") "BAND IT" STEEL STRAPPING WITH FASTENERS
5. EXISTING SIGNS SHALL BE SALVAGED AND DELIVERED TO THE CITY OF VISTA PUBLIC WORKS DEPARTMENT LOCATED AT 1165 E. TAYLOR STREET WITH AT
LEAST A TWO-WORKING DAY ADVANCE NOTICE OR AS DIRECTED BY THE CITY INSPECTOR.
ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO SECTIONS 84 AND 85 OF THE LATEST EDITION
OF THE CALTRANS STANDARD SPECIFICATIONS, CALTRANS STANDARD PLANS, AND
THE APPROPRIATE DETAILS IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUCTD).
FOR ALL REFERENCES TO DETAILS OR FIGURES SHOWN HEREON, REFER TO THE LATEST EDITION OF THE CALTRANS STANDARD PLAN DRAWINGS A20A - A20D AND A24A - A24E AND THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ALL PAVEMENT LEGEND STENCILS SHALL MATCH THE FORTY-EIGHT INCH (48") TALL "HAWKINS" STENCIL STANDARD [HAWKINS TRAFFIC SAFETY SUPPLY DIVISION OF HAWKINS-HAWKINS CO., INC., 1255 EASTSHORE HIGHWAY, BERKELEY, CA 94710-1095, (800) 772-3995, WWW.HAWKINSTRAFFIC.COM] AS CURRENTLY USED BY THE CITY OF VISTA.
STRIPING ALIGNMENT AND LAYOUT, INCLUDING "CAT" TRACKING, SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR AND IS SUBJECT TO CITY OF VISTA INSPECTOR'S APPROVAL.
PAINT SHALL BE APPLIED UNDER SUITABLE WEATHER CONDITIONS AND PER THE
PAINT MANUFACTURERS' LABEL RECOMMENDATIONS FOR PAVEMENT AND AMBIENT TEMPERATURE REQUIREMENTS. PAINT SHALL NOT BE APPLIED IF RAIN IS FORECASTED WITHIN 24 HOURS.
THINNING OF PAINT WILL NOT BE ALLOWED.
PAINT FOR TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84-3.02 "MATERIALS" OF THE LATEST EDITION OF THE CALTRANS STANDARD SPECIFICATIONS AND IS AMENDED TO READ AS FOLLOWS:
A) PAINT FOR TRAFFIC STRIPES SHALL CONFORM TO THE FOLLOWING CALTRANS SPECIFICATIONS:
1) RAPID DRY WATER-BORNE, WHITE AND YELLOW 8010-42L-30 OR 8010-61G-10 [LOW VOC (VOLATILE ORGANIC COMPOUND) AND LEAD-BASED PAINTS ARE PROHIBITED].
2) GLASS BEADS SHALL CONFORM TO CALTRANS STANDARD SPECIFICATION NO. 8010-51J-22 (TYPE I - MOISTURE PROOF).
B) GLASS BEADS SHALL BE APPLIED WHEN STRIPING TRAFFIC LINES OR INSTALLING PAVEMENT MARKINGS.
INFORMATION REGARDING TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM THE CALTRANS ENGINEERING SERVICE CENTER, 5900 FOLSUM BLVD., SACRAMENTO, CA 95819-4612; (916) 227-7000.
RAISED PAVEMENT MARKERS (RPMS) SHALL BE CERAMIC OR ABS
(ACRYLONITRILE-BUTADIENE-STYRENE) PLASTIC. APPROVED RPM TYPES ARE AS FOLLOWS:
A) TYPE A AND AY CERAMIC - FOUR INCH DIAMETER (4" F) (WHITE OR YELLOW); B) 1- OR 2-WAY REFLECTIVE ABS - FOUR INCHES (4") BY FOUR INCHES (4") SQUARE.
C) MINIMUM RPM THICKNESS SHALL BE 15 MILLS.
D) RPMS SHALL BE AFFIXED WITH MACHINE APPLIED HOT BITUMEN OR STANDARD SET EPOXY (PART A AND B).
CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING, OR WATER BLASTING. ADEQUATE EROSION CONTROL MEASURES MUST BE IMPLEMENTED TO PREVENT WATER POLLUTION. ALL DEBRIS, DUST, GRINDINGS, WATER, ETC. MUST BE IMMEDIATELY COLLECTED.
ALL PAVEMENT MARKINGS, ARROWS, STOP BARS, LIMIT LINES AND CROSSWALK LINES SHALL BE THERMOPLASTIC. BIKE RELATED PAVEMENT MARKINGS SHALL BE PAINT.
1. 2.
3. 4.
5. 6.
7. 8.
9. 16
DEAD
END
W14-1R30E(CA)R30(CA)(MOD)R27(CA)(MOD)
STOP
R1-1
N0
PARKING
BEHIND
BERM
R108(CA)(MOD)
N0
PARKING
THIS TRACT
8AM-11AM
2ND & 4TH THURSDAY
PARKING
OF VEHICLES
FOR SALE
PROHIBITED
TRAFFIC STRIPING NOTES SIGN LEGEND
CUSTOM
ON
AND
OFF
PAVEMENT
10/22/2024 C5 439 of 637
V
V
V
V
0 1 2 3 4 5 6 7 8 9
10 11
12 12
3 R/W
NEVADA AVE
N
S
A
N
T
A
F
E
A
V
E
R/W
R/W
R/W
R/W
NE
V
A
D
A
A
V
E
CIT
R
U
S
A
V
E
R/W
18 '
(1
0 .
7 '
)
50 '
25 '
25 '
60 '
30 '
17 '
(1
7 .
6 '
)
30 '
12 '
13 .
1 '
12 '
12 '12
'
12 '
12 '
16. 5
'
10 R1-1
6 R108(CA)(MOD),
R30(CA)(MOD)4R30(CA)(MOD)10 R108(CA)(MOD)
10 R108(CA)(MOD)
5R1-1 6 R27(CA)(MOD)
4 R30E(CA)
CUSTOM
5 4
R1-1
6 10
W1
4 -
1 a
4 5
SN
S
R30E(CA)
CUSTOM
R27(CA)(MOD)
2 3
1 12
'
8 8
5R1-1
2 1
8 1
23 8
1 2
5 R1-1
8 R/W
7 SNS "N. SANTA FE AVE"
6 SNS (X2)
9 R30(CA)(MOD)
9 R30(CA)(MOD)
9 R3
0 (
C
A
)
(
M
O
D
)
11 R108(CA)(MOD)
R30(CA)(MOD)
4 R30E(CA)
CUSTOM
4 R27(CA)(MOD)
4 R27(CA)(MOD)
R27(CA)(MOD)
4 R30E(CA)
CUSTOM
4 R3
0 E
(
C
A
)
C
U
S
T
O
M
4 R3
0 E
(
C
A
)
C
U
S
T
O
M
4R30E(CA)
CUSTOM
8 3
3 3
1 2
V
V
25 12
12 2 3 4 5 6 7 8 9 9
LEMON AVE
R/W
R/W
RA
I
N
T
R
E
E
PL
60 '
18 '
30 '
30 '
(1
1 '
)
12'12'
16 .
5 '
16 .
5 '
10W14-1a
R1-1
4R30E(CA)
CUSTOM
5W14-1
5 SNS
1 R/W 9 R30(CA)(MOD)9 R30(CA)(MOD)
4 R30E(CA) CUSTOM
4 R30E(CA) CUSTOM
10 '
2'
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
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d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
P
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
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a
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z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
2 0
:
0 2
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
N
0'40'80'
SCALE 1" = 40'
MA
T
C
H
L
I
N
E
S
T
A
1 2
+
0 0
SE
E
B
E
L
O
W
L
E
F
T
MATCHLINE STA 12+00
SEE ABOVE RIGHT
SIGNING AND STRIPING PLANS FOR:
17 CONSTRUCTION NOTES
FURNISH AND INSTALL THERMOPLASTIC PAVEMENT
MARKING. SEE LEGEND ON THIS SHEET.
FURNISH AND INSTALL 12" WHITE THERMOPLASTIC LIMIT
LINE.
FURNISH AND INSTALL THERMOPLASTIC LADDER
CROSSWALK PER DETAIL A ON THIS SHEET.
EXISTING SIGN TO BE REMOVED.
EXISTING SIGN TO BE RELOCATED.
EXISTING SIGN TO REMAIN.
FURNISH AND INSTALL NEW SIGN ON EXISTING POST.
REPAINT IN-KIND STRIPING.
FURNISH AND INSTALL NEW SIGN ON LIGHT POLE.
EXISTING SIGN TO BE RELOCATED ON PROPOSED STREET
LIGHT POLE. SEE LIGHTING AND ELECTRICAL PLANS.
RELOCATE EXISTING SIGNS ON NEW BREAK-AWAY POST PER
SDRSD DRAWING M-45.
1 2
3 4
5 6
7 8
9 10
11 DETAIL A
LADDER CROSSWALK
NTS
LEGEND:
EXISTING PAVEMENT MARKING
"STOP" PAVEMENT MARKING PER CALTRANS STANDARD
PLAN A24D
NUMERAL PAVEMENT MARKING PER CALTRANS STANDARD
PLAN A24C
EXISTING SIGN
NEW SIGN ON POST
25 12" WHITE
THERMOPLASTIC
24" WHITE
THERMOPLASTIC
10/22/2024 C5 440 of 637
0 1 2 3 4 5 6 7 8 9
10 11
12 12
3 R/W
NEVADA AVE
N
S
A
N
T
A
F
E
A
V
E
R/W
R/W
R/W
NE
V
A
D
A
A
V
E
R/W
CIT
R
U
S
A
V
E
R/W
1 2
12 1
3 3
1 3
SL #1
0+53.70, 22.99' L
SL #2
1+56.92, 23.06' L SL #3
SL #4
4+42.04, 23.83' L
SL #5
5+89.45, 28.27' L
SL #10
SL #11
3+09.42, 23.06' L
SL #9
4 3 SL #7
7+79.18, 22.06' L
SL #6
5+90.25, 21.24' R SL #8
8+05.94, 26.32' R
9+65.57, 28.13' L
10+03.86, 28.54' R
11+23.63, 26.35' R
5 5 5
5 5
5 6
6 6
6 6
8 EX. SERVICE POINT
PP 115941
6 6
EX. SERVICE POINT
PP 118560
6 9
R/W
6 9
10109
9 TOFR
O
M
FR
O
M
10 TO
10 10
EXISTING CONNECTION UNKNOWN
12 12
2 3 4 5 6 7 8 9 9
LEMON AVE
R/W
R/W
RA
I
N
T
R
E
E
P
L
1SL #12
2+98.37, 23.00' L
3SL #13
2 3
SL #16
SL #17
9+48.82, 20.74' L
EXISTING CONNECTION UNKNOWN
8+12.13, 24.44' L
5+13.95, 23.05' L
3SL #14
6+82.15, 21.68' L
3SL #15
5 9
66 66
R/W
R/W
R/W
99 9
12+15.86, 16.91' R
10 9A
FR
O
M
TO
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
E
L
.
d
w
g
P
l
o
t
:
L
a
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r
a
H
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a
n
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e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
2 0
:
4 6
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
N
0'40'80'
SCALE 1" = 40'
LIGHTING AND ELECTRICAL PLANS FOR:
MA
T
C
H
L
I
N
E
S
T
A
1 2
+
0 0
SE
E
B
E
L
O
W
L
E
F
T
MATCHLINE STA 12+00
SEE ABOVE RIGHT
18 CONSTRUCTION NOTES
FURNISH AND INSTALL NEW AMERON 2B2-24 STREET LIGHT POLE WITH LUMINAIRE AND LUMINAIRE MAST ARM PER CITY OF VISTA STANDARD DRAWINGS ELE-01 (A-C) AND ELE-02 (A-G). LUMINAIRE SHALL BE STR-LWY-2M-HT-02-D-UL-SV-525-R UTL, OR APPROVED EQUAL. SEE LIGHT SCHEDULE FOR DETAILS.
RELOCATE EXISTING STREET LIGHT POLE AND LUMINAIRE MAST ARM. FOUNDATION TYPE PER CITY OF VISTA STANDARD DRAWING ELE-02D. UPGRADE EXISTING LUMINAIRE WITH NEW STR-LWY-2M-HT-02-D-UL-SV-525-R UTL, OR APPROVED EQUAL. SEE STREET LIGHT SCHEDULE FOR DETAILS.
REMOVE EXISTING LUMINAIRE AND UPGRADE WITH NEW STR-LWY-2M-HT-02-D-UL-SV-525-R UTL, OR APPROVED EQUAL. PROTECT IN PLACE EXISTING STREET LIGHT POLE.
REMOVE AND SALVAGE EXISTING STREET LIGHT POLE AND LUMINAIRE MAST ARM.
FURNISH AND INSTALL 1" SCHEDULE 40 PVC CONDUIT WITH 2#8 (LIGHTING) AND 1#8 (GROUND).
PROTECT IN PLACE EXISTING 1" SCHEDULE 40 PVC CONDUIT WITH 2#8 (LIGHTING) AND 1#8 (GROUND).
FURNISH AND INSTALL NEW NO.5 PULL BOX PER CALTRANS STANDARD PLAN ES-8A IN EXISTING CONDUIT RUN.
FURNISH AND INSTALL 1" SCHEDULE 40 PVC CONDUIT RUN PER CITY OF VISTA STANDARD DRAWING ELE-02E INTO EXISTING PULL BOX.
REPLACE EXISTING PULL BOX WITH NEW NO.5 PULL BOX PER CALTRANS STANDARD PLAN ES-8A AND CITY OF VISTA STANDARD DRAWING ELE-01B.
REPLACE EXISTING PULL BOX WITH NEW TRAFFIC RATED PULL BOX PER CALTRANS STANDARD PLAN ES-8A AND CITY OF VISTA STANDARD DRAWING ELE-01B.
FURNISH AND INSTALL NEW NO.5 PULL BOX PER CALTRANS STANDARD PLAN ES-8A AND CITY OF VISTA STANDARD DRAWING ELE-01B.
1 2
3 4
5 6
7 8
9 9A
10 STREET LIGHT SCHEDULE
SL# STREET NAME POLE TYPE TYPE OF WORK REMARKS
1 NEVADA AVE AMERON, 8' MAST ARM LED 37 WATTS, TYPE II DISTRIBUTION (N) NEW STREET LIGHT POLE.
2 NEVADA AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (R) RELOCATE EXISTING STREET LIGHT POLE PER PLAN. 3 NEVADA AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (R) RELOCATE EXISTING STREET LIGHT POLE PER PLAN. 4 NEVADA AVE AMERON, 8' MAST ARM LED 37 WATTS, TYPE II DISTRIBUTION (N) NEW STREET LIGHT POLE.
5 NEVADA AVE AMERON, 8' MAST ARM LED 37 WATTS, TYPE II DISTRIBUTION (N) NEW STREET LIGHT POLE. 6 NEVADA AVE EXISTING STREET LIGHT POLE -REMOVE AND SALVAGE EXISTING STREET LIGHT POLE. 7 NEVADA AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
8 NEVADA AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
9 NEVADA AVE/CITRUS AVE EXISTING POWER POLE
LED 37 WATTS, TYPE II DISTRIBUTION
(U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED
LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
WORK TO BE DONE BY SDG&E PER SEPARATE PERMIT.
10 NEVADA AVE/CITRUS AVE AMERON, 8' MAST ARM LED 37 WATTS, TYPE II DISTRIBUTION (N) NEW STREET LIGHT POLE. 11 NEVADA AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
12 NEVADA AVE AMERON, 8' MAST ARM LED 37 WATTS, TYPE II DISTRIBUTION (N) NEW STREET LIGHT POLE. 13 LEMON AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
14 LEMON AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
15 LEMON AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
16 LEMON AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (R) RELOCATE EXISTING STREET LIGHT POLE PER PLAN. 17 LEMON AVE EXISTING STREET LIGHT POLE
LED 37 WATTS, TYPE II DISTRIBUTION (U) UPGRADE LUMINAIRE FIXTURE WITH NEW LED LUMINAIRE. PROTECT IN PLACE ALL OTHER EQUIPMENT.
LIGHTING AND ELECTRICAL GENERAL NOTES:
1. ALL POLES, CONDUIT, AND PULL BOX LOCATIONS SHOWN ARE APPROXIMATE. ACTUAL
LOCATIONS SHALL BE DETERMINED BY FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND AS DIRECTED BY THE ENGINEER. PULL BOXES SHALL NOT BE
PLACED WITHIN THE PEDESTRIAN CURB RAMP AND DRIVEWAYS UNLESS APPROVED BY THE ENGINEER.
2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO ORDERING EQUIPMENT.
3. CONTRACTOR SHALL VERIFY CLEARANCES WITH OVERHEAD UTILITIES FOR STREET LIGHT
POLES, POLE ARMS, LUMINAIRES, AND STRING LIGHTS PER NEC AND UTILITY AGENCY REQUIREMENTS PRIOR TO LIGHT POLE FABRICATION.
4. CONTRACTOR SHALL POTHOLE EACH STREET LIGHT LOCATION PRIOR TO LIGHT POLE FABRICATION. A MINIMUM OF 12" OF CLEAR SPACE MUST BE PROVIDED FROM THE STREET LIGHT FOUNDATION TO THE ADJACENT UTILITY.
5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ANY DAMAGES THAT OCCUR DURING INSTALLATION OF ELECTRICAL EQUIPMENT. ALL COSTS FOR ANY REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE.
6. STREET LIGHT PULL BOXES SHALL BE #5(T) PER CALTRANS STD PLAN ES-8B AND CITY OF VISTA STANDARD DRAWING ELE-20D.
7. ALL NEW STREET LIGHTS SHALL HAVE A PULL BOX ADJACENT TO THE POLE UNLESS OTHERWISE SHOWN. CONDUIT BETWEEN STREET LIGHT POLE AND ADJACENT PULL BOX SHALL BE 1" SCHEDULE 40 PVC UNLESS OTHERWISE SHOWN.
8. NATIONAL ELECTRICAL CODE (NEC) WIRE COLOR CODING SHALL BE USED FOR ALL ELECTRICAL WORK.
9. ALL TREES AND SHRUBS SHALL BE TRIMMED OR REMOVED AS DETERMINED BY THE ENGINEER AS REQUIRED TO MAINTAIN VISIBILITY AND SIGHT DISTANCE.
10. ALL NARROW ELECTRICAL TRENCHING AND BACKFILL SHALL BE ACCORDING TO CITY OF VISTA STANDARD DRAWINGS SRF 08A/B AND SRF 13
11. ALL CONDUIT CROSSING WATER MAINS SHALL PROVIDE 12" MINIMUM VERTICAL SEPARATION.
12. ALL CONDUIT RUNNING PARALLEL TO EXISTING UTILITIES SHALL MAINTAIN A 5' HORIZONTAL SEPARATION.
13. IN NON-PAVED AREAS, TOP OF LIGHT POLE FOOTING AND PULL BOX LIDS SHALL BE SET 2
INCHES ABOVE THE SURROUNDING FINISHED GROUND (FG) UNLESS OTHERWISE INDICATED.
14. IMMEDIATELY ADJACENT TO, OR WITHIN PAVED AREAS, TOP OF LIGHT POLE FOOTING AND
PULL BOXES SHALL BE SET FLUSH WITH THE SURROUNDING FINISHED SURFACE UNLESS OTHERWISE INDICATED.
15. CONTRACTOR SHALL VERIFY SIDEWALK SLOPES AND ACCESSIBILITY PRIOR TO INSTALLING STREET LIGHT POLE FOUNDATIONS.
16. TO THE MAXIMUM EXTENT PRACTICAL, STREET LIGHT CONDUIT SHALL NOT BE INSTALLED WITHIN THE BIOFILTRATION BASIN.
17. ALL NEW STREET LIGHT CONDUITS SHALL BE BURIED WITH A MINIMUM OF THIRTY INCHES (30") OF TOTAL COVER FROM THE TOP OF PIPE TO FINISHED GRADE. SEE CITY OF VISTA STANDARD DRAWING ELE-02. ALL NEW CONDUITS SHALL BE SEALED UPON COMPLETION.
STREET CROSSINGS BY BORE METHOD SHALL BE ONLY AS APPROVED BY THE CITY ENGINEER. ALL DIRECTIONAL BORED RACEWAYS SHALL BE HDPE TYPICAL.
18. REFER TO ELE-02 (A-G) FOR CITY OF VISTA LED STREET LIGHTING STANDARDS. 10/22/2024 C5 441 of 637
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
NEVADA AVENUE
N.
S
A
N
T
A
F
E
A
V
E
.
R/W
R/W
R/W
C
M M
M
M
A5
5.181"
MP ROTATORS
BMP PLANTER
*
R
PB
C
1.5"
1"
1"
1"
1"
1"
M
M M M M M
M M
M 3/4"
3/4"
3/4"
3/4"
E:
\
N
L
A
D
r
o
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b
o
x
\
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\
C
i
v
i
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P
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c
t
s
\
N
e
v
a
d
a
&
L
e
m
o
n
\
C
D
\
N
L
A
-
N
e
v
&
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-
1 .
0 I
R
R
.
d
w
g
P
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:
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D
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:
4 /
1 8
/
2 0
2 4
3 :
4 4
:
2 6
P
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
LANDSCAPE IRRIGATION PLAN FOR:
IRRIGATION VALVE CALLOUT KEY
A5
1.5"22
MP ROTATORS
LEADER POINTS TO VALVE
SYMBOL
STATION NUMBER
STATION HEAD TYPE
VALVE DISCHARGE
(GALLONS PER MINUTE)
VALVE SIZE
CONTROLLER
EXISTING 3
4" IRRIGATION WATER METER - PROTECT IN PLACE.
EXISTING 1" IRRIGATION BACKFLOW PREVENTER TO REMAIN -
PROTECT IN PLACE.
POINT OF CONNECTION FOR NEW IRRIGATION MAINLINE
DOWNSTREAM FROM EXISTING IRRIGATION WATER MAINLINE - CONTRACTOR TO
VERIFY & REPORT SIZE/TYPE/RATING OF PIPE AND EXISTING PRESSURE DOWNSTREAM FROM BACKFLOW PREVENTER.
INSTALL NEW PARKWAY IRRIGATION CONTROLLER PER SCHEDULE & DETAIL AND MANUFACTURER'S REQUIREMENTS.
POTHOLE TO CONFIRM (1) EXISTING 2" CONDUIT TO MEDIAN IRRIGATION CONTROLLER AND (1) EXISTING 2" MAINLINE SLEEVE FROM BACKFLOW PREVENTER.
IF CONFIRMED: REMOVE POWER WIRING FROM MEDIAN IRRIGATION CONTROLLER.
PULL (5) NEW IRRIGATION CONTROL VALVE WIRES AND (1) NEW COMMON WIRE THROUGH EXISTING CONDUIT AND CONNECT TO (4) EXISTING IRRIGATION CONTROL VALVES IN MEDIAN. PROTECT MAINLINE SLEEVE AND MAINLINE IN PLACE.
IF NOT CONFIRMED: INSTALL (1) 2" CONDUIT UNDER SANTA FE AVE. PER CITY OF VISTA DETAILS SRF-08A AND SRF-08B AND PULL/CONNECT NEW VALVE WIRES PER ABOVE.
REMOVE EXISTING IRRIGATION CONTROLLER IN STREET MEDIAN (APPROX. LOCATION SHOWN - VERIFY LOCATION). CONNECT TO EXISTING CONTROLLER WIRES. INSTALL NEW WIRES & CONNECT TO NEW CONTROLLER PER KEY NOTE 'E'.
EXISTING IRRIGATION TO REMAIN SHALL BE PROTECTED IN PLACE. EXISTING SYSTEMS SHALL NOT BE SHUT DOWN FOR MORE THAN 24 HOURS WITHOUT APPROVAL FROM THE CITY OR CITY'S REPRESENTATIVE.
EXISTING MEDIAN WITH (4) EXISTING REMOTE CONTROL VALVES.
VERIFY LOCATION. INSTALL NEW CONTROLLER WIRES & CONNECT TO NEW CONTROLLER & RESTORE ALL CONNECTIONS.
PROVIDE & INSTALL NEW IRRIGATION REMOTE CONTROL VALVE
AND ISOLATION VALVE FOR BMP PLANTER.
INSTALL IRRIGATION LATERAL SLEEVE UNDER SIDEWALK.
EXISTING ELECTRIC METER TO REMAIN - PROTECT IN PLACE.
KEY NOTES
A
B
CERTIFICATE OF COMPLETION DOCUMENTATION:
AT TIME OF FINAL INSPECTION, THE PERMIT
APPLICANT SHALL PROVIDE THE OWNER OF THE
PROPERTY WITH A CERTIFICATE OF COMPLETION,
CERTIFICATE OF INSTALLATION, IRRIGATION
SCHEDULE AND IRRIGATION MAINTENANCE.
IRRIGATION WATER AUDIT
AFTER THE IRRIGATION SYSTEM HAS BEEN INSTALLED AND TESTED THE CONTRACTOR SHALL HAVE THE SYSTEM AUDITED. ALL LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY A LOCAL AGENCY LANDSCAPE IRRIGATION AUDITOR OR A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE.
THE IRRIGATION AUDITOR SHALL PROVIDE A REPORT WITH THE RESULTS OF THE INSPECTION WHICH MAY INCLUDE, BUT IS NOT LIMITED TO: NOTES ON INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY,
REPORTING OVERSPRAY OR RUN OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE,
INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIL TYPES, PLANT FACTORS, SLOPE,
EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMMING C
D
E
F
G
BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE
LOCATION OF UNDERGROUND UTILITIES BY CONTACTING THE
FOLLOWING:
UNDERGROUND SERVICE ALERT (800) 422-4133
UNDERGROUND SERVICE ALERT (SDG&E) (800) 227-2600
SAN DIEGO GAS & ELECTRIC (EMERGENCY) (800) 411-7343
PACIFIC BELL TELEPHONE CO. (EMERGENCY) 611
VISTA IRRIGATION DISTRICT (ENG. DEPT) (760) 597-3116
VISTA IRRIGATION DISTRICT (EMERGENCY) (760) 597-3131
COX CABLE (EMERGENCY) (760) 599-6063
ADELPHIA COMMUNICATIONS (EMERGENCY) (760) 438-7741
CITY OF VISTA (MAIN NUMBER) (760) 726-1340
*RANCHO FIRE DISPATCH (EMERGENCY) (858) 756-3006
(*THIS NUMBER IS FOR THE CITY OF VISTA (AFTER HOURS
EMERGENCY DISPATCH FOR SEWER SPILLS OR STORM DRAIN
CONTAMINATION)
NOTE:
A
B
H
C
DE
EXISTING IRRIGATION SYSTEM NOTES
1. THE CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN AND SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE EXISTING IRRIGATION BE IN CONFLICT WITH THE PROPOSED SYSTEM.
2. IT IS THE INTENT OF THESE PLANS TO UTILIZE THE EXISTING IRRIGATION SYSTEM TO THE MAXIMUM EXTENT POSSIBLE. RELOCATE CONTROL ITEMS (SUCH AS REMOTE CONTROL VALVES AND WIRES, MAINLINES/ LATERALS, ISOLATION VALVES, QUICK COUPLERS, ETC.) ONLY AS NECESSARY TO AVOID CONFLICTS WITH NEW HARDSCAPE LAYOUT. RELOCATE EQUIPMENT TO AN ADJACENT PLANTING AREA WHENEVER POSSIBLE. NO IRRIGATION IS TO BE INSTALLED IN CONCRETE WITHOUT WRITTEN PERMISSION FROM THE LANDSCAPE ARCHITECT.
3. ALL REROUTED MAINLINES, LATERALS, AND CONTROL WIRES CROSSING WALKWAYS ARE TO BE INSTALLED IN
SLEEVES OR CONDUIT PER THE IRRIGATION MATERIAL SCHEDULE EVEN IF NOT SHOWN GRAPHICALLY ON THESE PLANS.
4. AREAS INDICATED ON PLANS AS 'EXISTING IRRIGATION TO REMAIN' MAY REQUIRE ADJUSTMENT AND/OR RELOCATION TO ACHIEVE ADEQUATE COVERAGE DUE TO NEW IMPROVEMENTS.
5. EXISTING IRRIGATION TO REMAIN SHALL BE PROTECTED IN PLACE AND OPERABLE DURING CONSTRUCTION.
EXISTING SYSTEMS SHALL NOT BE SHUT DOWN FOR MORE THAN 24 HOURS WITHOUT APPROVAL FROM THE OWNER OR OWNER'S REPRESENTATIVE.
6. ALL RELOCATING AND RE-ROUTING OF PIPE SHALL BE GOVERNED BY THE SAME INSTALLATION DETAILS AND SPECIFICATIONS PROVIDED FOR THE NEW SYSTEM.
7. EXISTING IRRIGATION EQUIPMENT DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED WITH MATERIAL IN-KIND, AT NO EXPENSE TO THE OWNER.
F
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
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BI
D
S
E
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PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
LANDSCAPE IRRIGATION EQUIPMENT SCHEDULE & NOTES FOR:
1. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS, AS
DIRECTED, IN ACCORDANCE WITH CURRENT LOCAL PLUMBING CODES AS OF THE APPROVED DATE OF THESE PLANS.
2. THE CONTRACTOR SHALL MAKE SURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE 100% IRRIGATION COVERAGE.
3. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. THE
CONTRACTOR SHALL INSTALL EQUIPMENT IN PLANTING AREAS UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
4. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND
UTILITIES, STRUCTURES, AND EXISTING IRRIGATION EQUIPMENT IN WORK AREA PRIOR
TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND
THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE
ARCHITECT TO ARRANGE FOR REQUIRED RE-LOCATIONS PRIOR TO START OF CONSTRUCTION. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT
SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS.
5. THE CONTRACTOR SHALL INSTALL MANIFOLDS (QUICK COUPLERS/ HOSE BIBS AND REMOTE CONTROL VALVES) ADJACENT TO WALKS AND CURBS (12" MAX. FROM SUCH EDGES) IN PLANTING AREAS. IN NO CASE SHALL VALVES BE LOCATED IN PAVED AREAS, UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
6. ALL LATERAL END RUNS ARE 3/4" SIZE UNLESS INDICATED OTHERWISE.
7. ALL IRRIGATION LINES PASSING UNDER PAVING, THROUGH WALLS, STRUCTURES, ETC. SHALL BE SLEEVED AS SPECIFIED. SLEEVES SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED, MINIMUM.
8. CONTROL WIRES PASSING UNDER ROADS, THROUGH WALLS, STRUCTURES, ETC.
SHALL BE INSTALLED AS SPECIFIED IN CONDUIT SLEEVES AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE (2" SIZE MINIMUM). KEEP CONDUIT SEPARATE FROM WATER LINE SLEEVES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE. CONTRACTORS
SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE.
10. PROVIDE TWO EXTRA WIRES PLUS ONE EXTRA COMMON WIRE, CONTINUOUS FROM CONTROLLER TO FURTHEST VALVE IN EACH CLUSTER. PROVIDE WATERPROOF IDENTIFICATION TAG ON EXTRA WIRES.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING FROM
FIXED OBJECTS, THE EXACT LOCATION OF REMOTE CONTROL WIRING ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUIPMENT ON THE "AS-BUILT" DRAWINGS. SEE ALSO SPECIFICATIONS.
GENERAL NOTES
DESCRIPTION MANUFACTURER/MODEL REMARKS DETAIL
IRRIGATION EQUIPMENT SCHEDULE
- - -EXISTING 3
4" WATER METER EXISTING TO REMAINM
EXISTING 1" REDUCED BACKFLOW
PREVENTER ASSEMBLY
VERIFY SIZE & LOCATION IN FIELDEXISTING TO REMAIN - PROTECT IN PLACE IRRIGATION CONTROLLER CONVENTIONAL CALSENSE CS3000 8-STATION SMART
MANAGEMENT CONTROLLER SYSTEM WITHIN A
STAINLESS STEEL LOCKABLE PEDESTAL ENCLOSURE
& CELLULAR MODEM OPTION
REMOTE CONTROL VALVE RAINBIRD GB-SERIES BRASS SIZE PER PLAN INSTALL FOR LATERAL ISOLATION AS SHOWN, SAME SIZE AS LINEISOLATION VALVE DURA: T1-015W (AT MANIFOLDS, 2" AND SMALLER)
PACIFIC WESTERN PIPE OR EQUAL
WHITE COLOR
SCH 40 FOR LINES 2" AND SMALLER, CLASS 315 FOR PIPES 2-1/2" AND LARGER
MAINLINE (PRESSURE) PIPE
LATERAL LINE PIPE PACIFIC WESTERN PIPE OR EQUAL
WHITE COLOR
SCH 40 FOR LINES 1.5" AND SMALLER (NO 1
2" PIPE), CLASS 315 FOR PIPES 2"
AND LARGER
PULL BOXES
VALVE BOXESNO
SYMBOL
DIRECT BURIAL WIRECONTROL WIRE 14 GAUGE PILOT: 12 GAUGE COMMONNO SYMBOL
PB
SCH 80 UNDER ROADS, SCH 40 UNDER WALKS
2 X DIAMETER OF SLEEVED PIPE: 2" MINIMUMPVC SLEEVE PACIFIC WESTERN PIPE OR EQUAL 14'
14'SHORT DISTANCE POP-UP STREAM ROTOR
SHORT DISTANCE POP-UP STREAM ROTOR 0.190.370.43
0.430.57HUNTER, PROS-04-PRS40-CV-MP1000-210 (LAWN)
HUNTER, PROS-04-PRS40-CV-MP1000-90 (LAWN)
40 40
---------
--- ---90°-210°
210°-270°
90180210270360PSI(FT.)
RAD.MANUFACTURER/ MODEL NUMBERDESCRIPTIONSYM
IRRIGATION STREAM ROTATOR HEAD SCHEDULE
GALLONS PER MINUTE
ARC
HUNTER, PROS-12-PRS40-CV-MP1000-210 (SHRUB)
HUNTER, PROS-12-PRS40-CV-MP1000-90 (SHRUB)
360°SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-04-PRS40-CV-MP1000-90 (LAWN) HUNTER, PROS-12-PRS40-CV-MP1000-90 (SHRUB)14' 40 0.75 --- --- --- --- DETAIL
9'--- --- --- ---0.7840HUNTER, PROS-04-PRS40-CV-MP800SR-360 (LAWN)SHORT DISTANCE POP-UP STREAM ROTOR 360°HUNTER, PROS-12-PRS40-CV-MP800SR-360 (SHRUB) 9'--- 0.49 0.42 0.2340HUNTER, PROS-04-PRS40-CV-MP800SR-90 (LAWN)SHORT DISTANCE POP-UP STREAM ROTOR HUNTER, PROS-12-PRS40-CV-MP800SR-90 (SHRUB)90°-210°--- - - -
I/L1.2
POTABLE WATER METER WITH EXISTING 1" SERVICE LINE.
VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD.
AUTOMATIC RAIN-SHUT OFF DEVICE CALSENSE RB-1 TIPPING RAIN BUCKET INSTALL ON CONTROLLER ENCLOSURE C
R
CARSON HEAVYWALL 1118-12 BCF VALVE BOX
ISO. VALVE: CARSON 910 WITH BOLT DOWN
PLASTIC ISOLATION VALVE BOX; COLOR: TAN
RCV: 14 1/4" x 21 1/8", 12" DEEP, HEAT BRAND VALVE
NUMBER IN LID
ISO VALVE BOX :10" DIA. x 10" DEEP, HEAT BRAND
WITH 'ICV' IN LID
CARSON HEAVYWALL 1416 BCF VALVE BOX WITH
COMPOSITE, FLUSH SOLID COVER , COLOR: TAN
SIZE: 17 3/8" x 19 1/4"x 12" DEEP, HEAT BRAND WITH 'PB' IN LID INSTALL AT CHANGES IN DIRECTION AND AT 300' MAX.
CONTROLS
1. SYSTEMS OF THIS PROJECT ARE CONTROLLED BY SOLID STATE IRRIGATION CONTROLLER WITH SPECIFIED OPTIONS. THE CONTRACTOR
SHALL MAINTAIN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR PROPER GROUNDING, INSTALLATION AND USE.
2. CONTROLLER LOCATION IS SHOWN DIAGRAMMATICALLY. FINAL LOCATION TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR INSTALLATION OF THE IRRIGATION CONTROLLER.
1. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND THE MINIMUM STATIC WATER PRESSURE OF 100 PSI AT POINTS OF CONNECTION PRIOR TO
ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH INSTALLING IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE
ARCHITECT SHOULD THE STATIC WATER PRESSURE FOUND BE DIFFERENT,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS.
3. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT 40 PSI AT STREAM ROTATORS.
WATER SOURCE
1. FOLLOWING GRADING PUT PRIOR TO THE COMMENCEMENT OF THE
IRRIGATION SYSTEM'S INSTALLATION, A SOILS MANAGEMENT REPORT MUST BE SUBMMITTED TO THE CITY FOR REVIEW AND APPROVAL. IT SHALL
CONTAIN THE FOLLOWING, AN ANALYSIS OF THE SOIL FOR THE
PROPOSED LANDSCAPE AREA OF THE PROJECT INCLUDING TEXTURE, SOIL INFILTRATION RATE. PH, TOTAL SOLUBLE SALTS, PLANT SODIUM, PERCENT ORGANIC MATTER, HORTICULTURAL SUITABILlTY, AND
RECOMMENDATIONS FOR SOIL AMENDMENTS AND MULCH THAT MAY BE NECESSARY TO PROVIDE FOR HEALTHY PLANT SURVIVAL AND GROWTH.
2. THE PROJECT LANDSCAPE ARCHITECT SHALL SUPERVISE THE
INSTALLATION TO INSURE THAT THE WORK IS INSTALLED PER THE PLANS APPROVED BY THE CITY. THIS SHALL INCLUDE AN OBSERVATION OF THE
IRRIGATION SYSTEM OF ALL POINTS OF CONNECTION (PRIOR TO
BACKFILL), BACKFLOW PROTECTION DEVICES, MAINLINES, ELECTRICAL
CONNECTIONS, AUTOMATIC CONTROLLER, CONTROL VALVES, AS WELL
AS ALL SOIL AMENDMENTS, ROOT BARRIERS, EXISTING AND PROPOSED PLANTINGS, TREE STAKING AND MULCH. THE COMPLETED IRRIGATION
SYSTEM MUST BE TESTED TO VERIFY ADEQUATE COVERAGE AND THAT NO OVERPRAY OR RUNOFF IS OCCURING.
3. PRIOR TO THE REQUEST OF THE APPLICANT FOR REVIEW AND
APPROVAL BY THE CITY OF TH E PROJECT'S COMPLETION, IDENTIFY THE
ENTITY WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND PROVIDE A
LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE TO INCLUDE THE
FOLLOWING,
A. ADJUSTMENTS AND REPAIR OF THE IRRIGATION SYSTEM TO PREVENT
RUNOFF AND EROSION AND TO DETECT IRRIGATION SYSTEM FAILURE, B. REPLACEMENT OF DEAD, DYING AND DISEASED VEGETATION,
C. ERADICATION OF INVASIVE SPECIES,
D. ADDITION OF SOIL AMENDMENTS WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH",
E. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS, AND
F. MAINTENANCE TO AVOID CONSTRUCTION OF MOTORIST'S VIEW.
4. THE SUBMISSION BY THE PROJECT LANDSCAPE ARCHITECT'S
CERTIFICATE OF COMPLETION SHALL SERVE AS A FORMAL REQUEST FOR FINAL OBSERVATION BY THE CITY. THE CERTIFICATE OF COMPLETION
SHALL INCLUDE,
A. CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS
WITH ANY DEVIATIONS NOTED,
B. AN UPDATED IRRIGATION SCHEDULE,
C. IRRIGATION AND MAINTENANCE SCHEDULE, AND
D. SOILS MANAGEMENT REPORT
5. THE CITY'S INSPECTION SHALL INCLUDE, BUT NOT BE LIMITED TO CONFORMANCE WITH THE APPROVED IRRIGATION AND PLANTING PLANS.
TENTATIVE APPROVAL SHALL BE GRANTED WHEN THE CITY IS SATISFIED
THAT THE INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEM HAS BEEN SATISFACTORILY INSTALLED PER THE APPROVED PLANS.
6. FINAL APPROVAL OF LANDSCAPE INSTALLATION SHALL REQUIRE AN
ADDITIONAL FIELD OBSERVATION OF THE LANDSCAPING AND
IRRIGATION SYSTEM BY THE CITY NO SOONER THAN ONE YEAR FROM THE DATE OF TENTATIVE APPROVAL. PRIOR TO THE REQUEST FOR FINAL
APPROVAL, THE OWNER IS REQUIRED TO OBTAIN AN IRRIGATION AUDIT
REPORT PREPARED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR,
CERTIFYING SATISFACTORY TESTING FOR THE FOLLOWING, DISTRIBUTION
UNIFORMITY, OVERSPRAY AND RUNOFF CONTROL, AND THAT WATER USE
DOES NOT EXCEED THE MAWA ONCE LANDSCAPING HAS BEEN
ESTABLISHED. THIS REPORT MUST BE SUBMITTED PRIOR TO THE REQUESTED FINAL INSPECTION BY THE CITY.
CITY OF VISTA NOTES
A/L1.2
A/L1.2
B/L1.2
C/L1.2
PRESSURE SUPPLY LINE - PVC
(EXISTING)
EXISTING - FIELD LOCATE & VERIFY LOCATION, OPERATION &
CONNECTIVITY
EXISTING MAINLINE TO REMAIN
INSTALL PER PLAN. CONNECT ELECTRICAL POWER TO
EXISTING ELECTRICAL METER - VERIFY LOCATION
- - -
E/L1.2
E/L1.2
F/L1.2
G/L1.2
H/L1.2
D/L1.2
I/L1.2
I/L1.2
I/L1.2
I/L1.2
20 10/22/2024 C5 443 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
LANDSCAPE IRRIGATION DETAILS FOR:
1- CONTROLLER
2- ST.STL. CONTROLLER ENCLOSURE
3- 120 VOLT SERVICE IN 1" CONDUIT.
4- POURED CONCRETE BASE
5- PVC LONG SWEEP ELL- SIXE AS REQUIRED
6- DIRECT BURIAL REMOTE CONTROL WIRES.
7- POWER SWITCH/ GFI RECEPTACLE
NOTES:
A. 480-C-2000 CONCRETE FOOTING. FORMED AND POURED. SLOPE FOR DARINAGE. FINISH EDGES WITH 1/4" RADIUS.
B. MOUNTING & GROUNDING OF CONTROLLER MUST BE IN ACCORDANCE WITH MANUFACTURERS MIN. REQUIREMENTS.
C. CONDUIT TO ADJECENT CONTROLLER FOR COMMUNICATION CABLES IF REQUIRED.
D. DEMENSIONS WILL DEPEND ON ENCLOSURE SIZE REQUIREMENTS. 8- TERMINAL STRIP WITH OPTIONS AS SPECIFIED.
9- 1" PVC CONDUIT AND LONG SWEEP ELL.
10- 3/4" DIA. x96" ELEC. GROUND ROD.
11- EPOXY SEALANT AROUND EDGES.
12- MOUNTING HARDWARE
13- BACKBOARD
14- GROUNDING LUG TERMINAL WITH CONNECTION
TO GROUND ROD.
SECTION
3 9/C
6"
SIDE VIEW
1"
10 8"
14 2
D
1/B
7 3
12 6
5 4/A
11 5
8 D
NUT
WASHER
WASHER
NUT
IRRIGATION CONTROLLER - OUTDOOR PEDESTAL MOUNT
SECTIONA NOT TO SCALE
RAIN SENSOR
MANIFOLD ISOLATION VALVE
9 7
6 11
4 8
5 7
6 F.G.
4"
2 1 3 10
NOTES:
A. VALVES UP TO 3" DIA. SHALL HAVE MALLEABLE IRON TEE HANDLES. VALVES LARGER THAN 3" DIA. SHALL HAVE SQUARE OPERATING NUTS.
B. (4) 45 DEGREE PVC ELBOW FITTINGS SHALL BE USED TO RAISE BALL/GATE VALVE TO WITHIN 12" OF FINISH GRADE.
C. RW WARNING TAG IF APPLICABLE.
1. GATE VALVE OR BALL VALVE
2. VALVE BOX W/EXTENSIONS AS NEEDED
3. BRASS UNION W/ BRASS NIPPLE
4. BRICK OR BLOCK SUPPORTS
5. PEA GRAVEL SUMP 3" DEEP
6. PVC SCH 80 NIPPLE (T.O.E.)
7. PVC SCH 80 FEMALE ADAPTER
(DEEP SOCKET)
8. PVC PRESSURE MAIN (TYP)
9. PVC SCH 80 45 DEGREE ELLS (TYP)
10. AT FINISH GRADE IN TURF, 1" IN SHRUBS
11. UNDISTURBED/COMPACTED SUBGRADE
SECTION NOT TO SCALE
C
B
NOTES:
A. CONTROL VALVES SHALL BE INSTALLED TO ALLOW ORDERLY ARRANGEMENT OF VALVE BOXES.
B. LOCATE VALVE ASSEMBLES IN SHRUB OR GROUNDCOVER AREAS WHEN POSSIBLE.
C. LOCATION OF VALVE ASSEMBLIES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
D. CENTER VALVE BOXES OVER VALVE ASSEMBLY TO FACILITATE ACCESS & MAINTENANCE.
E. SET VALVE BOXES AT EQUAL ELEVATIONS WITH TOP AT FINISH GRADE IN TURF AREAS OR ABOVE FINISH GRADE IN SHRUB/GROUNDCOVER AREAS.
F. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF AREA.
G. DO NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND VALVE BOX.
H. SEE ALSO INDIVIDUAL VALVE DETAILS.
11 12
"
T
O
1 8
"
7 8
3 4
12"
7. PVC SCH 80 TEE-SSS OR EL-SS ON
MAINLINE
8. PVC SCH 80 TEE-SSS OR EL-SS ON
MANIFOLD
9. EDGE OF AREA (CURB, WALK, WALL)
10. RCV ASSEMBLY WITH DURA MANIFOLD
FITTINGS - SEE OTHER DETAILS
11. RCV MANIFOLD ISOLATION VALVE
VALVE MANIFOLD & VALVE BOX ORIENTATIOND
6 12"
10 85
9 8
10 66
12"
1 8
10 12"
1. JUMBO RECTANGULAR VALVE BOX 20"x14",
MAX 4 VALVES PER VALVE BOX
2. STANDARD RECTANGULAR VALVE BOX
17"x12", MAX 3 VALVES PER VALVE BOX
3. ROUND VALVE BOX 10" DIA.,
MAX 1 VALVE PER VALVE BOX
4. PVC PRESSURE PIPE - MAINLINE
5. PVC PRESSURE PIPE - MANIFOLD
6. PVC NON-PRESSURE PIPE - LATERAL
NOT TO SCALE
NOTE:
A. RW WARNING CAP IF APPLICABLE.
A
1. POP-UP SPRAY HEAD
2. SWING JOINT ASSEMBLY (3 MARLEX
ST ELLS, 1 SCH 80 NIPPLE)
3. PVC SCH 40 TEE (SST) OR EL (ST)
4. PVC NON-PRESSURE LATERAL
5. AT FINISH GRADE IN TURF; 1" IN
SHRUB AREAS
6. DISTANCE FROM HARDSCAPE:
ROTORS - WALKS = 24", WALLS = 24"
SPRAYS - WALKS = 24", WALLS = 24"
F.G.
1 2
3 4
POP-UP SPRAY HEAD
SECTIONI NOT TO SCALE
12"
10 10
TRENCHING
F.G.
12"
18"
3"
7 4/B
8 5
1 3"
MIN.
2"
3 2
6/A
E
9 NOT TO SCALE
NOTES:
A. TRENCH BOTTOM TO BE FIRM, STABLE AND SMOOTH TO SUPPORT PIPE EVENLY.
SUITABLE BEDDING BACKFILL MAY BE NEEDED TO PROVIDE THIS REQUIREMENT.
B. THERE SHALL BE NO STONES OR OTHER HARD OBJECTS LARGER THAN 1/2" DIA.
C. PIPE AND WIRE TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12" PAST EDGE OF PAVING.
SLEEVES TO BE:
30" TO 36" COVER UNDER ROADS AND DRIVES
18" TO 24" COVER UNDER WALKS
1. PVC NON-PRESSURE PIPE
2. PVC PRESSURE PIPE
3. CONTROL WIRE BUNDLE
4. APPROVED BACKFILL
5. UNDISTURBED SOIL
6. IMPROVED BACKFILL WHERE REQUIRED
7. MINIMUM DISTANCE FROM HARDSCAPE
8. POLYETHYLENE TUBING
9. FLOW SENSOR CABLE IN CONDUIT (WHERE
OCCURS)
10. RW WARNING TAPE (WHEN APPLICABLE)
3"7
2" CLR.
36" @ ROADS
24" @ WALKS
MIN.
6"
5 3"
6 4
3 2
1 1. REMOVE AND REPLACE 3" ASPHALT
2. 90% CLEAN BACKFILL AS REQUIRED
(REFER TO ENGINEER FOR SPECIFIC
MATERIAL AND COMPACTION
REQUIREMENTS)
3. SOIL SEPARATOR
4. CLEAN PLASTER SAND
5. PRESSURE MAIN LINE W/ SLEEVE
6. LOW VOLTAGE CONTROL WIRES,
SLEEVE SIZE AS REQUIRED
7. LATERAL LINE WITH SLEEVE
NOTES:
A. ALL SLEEVES UNDER WALKWAYS TO BE PVC SCH 40 PIPE, ALL SLEEVES UNDER ROADS TO BE PVC SCH 80 PIPE.
B. ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE (2" MIN.).
C. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES.
F TRENCHING UNDER PAVING
SECTION NOT TO SCALE
WIRE CONNECTORS
ASSEMBLY INSTRUCTIONS
A. INSERT WIRES THROUGH HOLES IN BASE OF BODY.
B. JOIN WIRES TOGETHER AND APPLY CRIMP SLEEVE.
C. DRAW WIRES BACK INTO BODY.
D. FILL CAP TO BRIM WITH SEALANT AND ALSO APPLY SEALER TO OUTSIDE OF PLUG.
E. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT.
F. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY.
G. SEALANT MUST BE VISIBLE OUTSIDE OF PLUG TO PASS INSPECTION. (USE APPROVED WIRE CONNECTOR-THIS STYLE)
1. PLUG
2. CRIMP SLEEVE
3. BODY
4. WIRES
SECTION NOT TO SCALE
1 2 3 4
G
C
7. PVC PRESSURE PIPE
8. PVC NON-PRESSURE PIPE FOR RCV,
PVC PRESSURE PIPE FOR MCV
9. BRICK OR CONCRETE SUPPORTS
10. PEA GRAVEL SUMP, 3" DEEP MIN
11. UNDISTURBED/ COMPACTED
SUBGRADE
12. FLUSH IN TURF, 1" IN GROUNDCOVER
1. REMOTE OR MASTER CONTOL VALVE
2. WATERPROOF WIRE SPLICE
3. VALVE BOX
4. CONTROL WIRES; BUNDLE AND TAPE (W/ 4
FEET MIN. EXTRA WIRE)
5. PVC SCH 80 NIPPLE (TOE) L.A.R.
6. PVC SCH 40 45^ ELL (TYP 4X)
NOTES:
A. VALVE BOX LID SHALL BE BRANDED TO IDENTIFY VALVE.
B. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. (OAE) TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER.
INCLUDE RW WARNING IF APPLICABLE.
MASTER & REMOTE CONTROL VALVE
3B
7 10
6 18"
5 F.G.
2"
11 4"
1 12
9 8
4 2
12" RCV
18" MCV
SECTION NOT TO SCALE
NOTE:
A. TO BE INSTALLED AT ENDS OF ALL WIRE SLEEVES RUNNING 20 FT. AND LONGER, AT EACH CHANGE OF DIRECTION, AND WITHIN EVERY 300' RUN. 5 FLUSH IN TURF, 1" IN GROUND COVER
6. BRICK SUPPORT (1- EACH CORNER)
7. 3" DEEP PEA GRAVEL SUMP
8. UNDISTURBED OR COMPACTED
SUB-GRADE
9. 12" x 18" VALVE BOX W/ EXTENSION
1. ELECTRICAL CONDUIT - 2X WIRE
BUNDLE DIAMETER
2. CONTROL WIRE
3. WATER PROOF WIRE CONNECTORS
OR EXPANSION LOOPS (LABEL WIRES
WITH CONTROLLER AND STATION #)
4. 18 " MINIMUM (SEE SPECS AND
TRENCH DETAIL)
6 7 8
A
9 3
F.G.
2 1
WIRE PULL BOX
SECTION NOT TO SCALEH
21 10/22/2024 C5 444 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
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B E F O R E
Y
O
U
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I
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BI
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PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
LANDSCAPE WATER CONSERVATION PLAN FOR:
DESIGN STATEMENT
THE DESIGN OF THIS LANDSCAPE INCLUDES SEVERAL FEATURES FOR WATER CONSERVATION:
1. PLANTS WITH SIMILAR WATER REQUIREMENTS HAVE BEEN GROUPED IN COMMON
ENVIRONMENTAL EXPOSURES TO AVOID OVER-WATERING ONE SPECIES TO THE DETRIMENT OF ANOTHER.
2. IRRIGATED PLANTING AREAS WILL BE AMENDED TO IMPROVE AGRONOMIC TILTH, WATER INFILTRATION, AND HOLDING CAPACITY.
3. ALL SHRUB AREAS WILL RECEIVE A 3" LAYER OF MULCH TO RETAIN SOIL MOISTURE ON ALL SLOPES LESS STEEP THAN 3:1.
4. LANDSCAPE MAINTENANCE AND MANAGEMENT WILL BE SIMPLIFIED THROUGH THE
USE OF INFORMAL HEDGES, ROOT CONTROL BARRIERS FOR TREES AND STATE OF THE ART "SMART" IRRIGATION CONTROLS TO OBTAIN DAILY ET DATA AND AUTOMATICALLY ADJUST PROGRAMS ON A DAILY BASIS.
WATER CONSERVATION NOTES:
WATER CONSERVATION LEGEND
100%HYD 1 LOW WATER USE PLANTS IRRIGATED WITH MP
ROTATORS IRRIGATION
HYDROZONE NO.
% OF
LANDSCAPE HYDROZONE DESCRIPTION
I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS FOR LANDSCAPE IMPROVEMENTS AS DESCRIBED IN CHAPTER 18.56 OF THE VISTA DEVELOPMENT CODE AND THE LANDSCAPE MANUAL. THIS PLAN HAS BEEN PREPARED IN COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS
THE REGULATIONS TO PROVIDE EFFICIENT LANDSCAPE WATER USE JAMES P. NERI DATE
NERI LANDSCAPE ARCHITECTURE
LICENSED LANDSCAPE ARCHITECT, RLA#3321
3/28/24
HYD 1
ALL OVERSPRAY
FROM IRRIGATION
SHALL FLOW BACK
INTO LANDSCAPE AREA
HYDROZONE MAPA SCALE: 1" = 30'
IRRIGATION RUN TIME SCHEDULE - ESTABLISHMENT PERIOD
THE LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE
DOCUMENTATION PACKAGE WATER EFFICIENT LANDSCAPE WORKSHEET JAMES P. NERI DATE
NERI LANDSCAPE ARCHITECTURE
LICENSED LANDSCAPE ARCHITECT, RLA#3321
IRRIGATION RUN TIME SCHEDULE - POST ESTABLISHMENT PERIOD
MWELO LANDSCAPE DOCUMENTATION PACKAGE
THE LANDSCAPE DOCUMENT PACKAGE SHALL INCLUDE THE FOLLOWING SIX ELEMENTS:
1. PROJECT INFORMATION
1.A. DATE: SEE TITLEBLOCK
1.B. PROJECT APPLICANT: SEE TITLE SHEET
1.C. PROJECT ADDRESS (IF AVAILABLE, PARCEL/ LOT NUMBERS): SEE CIVIL PLANS
1.D. TOTAL LANDSCAPE AREA (SF): SEE 'CALIFORNIA WATER EFFICIENT LANDSCAPE
WORKSHEET' THIS SHEET
1.E. PROJECT TYPE (NEW, REHABILITATED, PUBLIC, PRIVATE, CEMETERY, ETC.): NEW
1.E.A. WATER SUPPLY TYPE: POTABLE
1.E.B. WATER PURVEYOR: POMONA WATER DEPARTMENT
1.F. CHECKLIST OF ALL DOCUMENTS IN THE LANDSCAPE DOCUMENTATION PACKAGE:
THIS LIST
1.G. PROJECT CONTACTS TO INCLUDE CONTACT INFORMATION FOR THE PROJECT APPLICANT AND PROPERTY OWNER: SEE TITLE SHEET
1.H. APPLICANT (REPRESENTATIVE'S) SIGNATURE AND DATE WITH COMPLIANCE STATEMENT: SEE THIS SHEET
2. WATER EFFICIENT LANDSCAPE WORKSHEET: SEE THIS SHEET
2.A. HYDROZONE INFORMATION TABLE
2.B. WATER BUDGET CALCULATIONS
2.B.A. MAXIMUM APPLIED WATER ALLOWANCE (MAWA)
2.B.B. ESTIMATED TOTAL WATER USE (ETWU)
3. SOIL MANAGEMENT REPORT: SEE GEOTECHNICAL REPORT
4. LANDSCAPE DESIGN PLAN: SEE ATTACHED
5. IRRIGATION DESIGN PLAN: SEE HYDROZONE PLAN
6. GRADING DESIGN PLAN: SEE CIVIL PLANS
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT
LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION
PACKAGE
JAMES P. NERI
NERI LANDSCAPE ARCHITECTURE
LICENSED LANDSCAPE ARCHITECT, RLA#3321
CERTIFICATE OF COMPLETION
(SHALL BE SUBMITTED ONCE CONSTRUCTION HAS BEEN COMPLETED)
THE FOLLOWING SHALL BE SUBMITTED TO THE CITY, THE WATER PURVEYOR, AND THE OWNER UPON COMPLETION OF CONSTRUCTION:
1. PROJECT INFORMATION
1.A. DATE
1.B. PROJECT NAME
1.C. PROJECT APPLICANT NAME, TELEPHONE, AND MAILING ADDRESS
1.D. PROJECT ADDRESS (IF AVAILABLE, PARCEL/ LOT NUMBERS)
1.E. PROPERTY OWNER NAME, TELEPHONE, AND MAILING ADDRESS
2. CERTIFICATION BY EITHER THE SIGNER OF THE LANDSCAPE DESIGN PLAN, THE SIGNER OF
THE IRRIGATION DESIGN PLAN, OR THE LICENSED LANDSCAPE CONTRACTOR THAT THE
LANDSCAPE PROJECT HAS BEEN INSTALLED PER THE APPROVED LANDSCAPE DOCUMENTATION PACKAGE WATER EFFICIENT LANDSCAPE WORKSHEET:
2.A. WHERE THERE HAVE BEEN SIGNIFICANT CHANGES MADE IN THE FIELD DURING
CONSTRUCTION, THESE 'AS-BUILT' OR RECORD DRAWINGS SHALL BE INCLUDED WITH
THE CERTIFICATION
2.B. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH
THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES
3. IRRIGATION SCHEDULING PARAMETERS USED TO SET THE CONTROLLER
4. LANDSCAPE AN IRRIGATION MAINTENANCE SCHEDULE
5. IRRIGATION AUDIT REPORT
6. SOIL ANALYSIS REPORT IF NOT SUBMITTED WITH LANDSCAPE DOCUMENTATION PACKAGE,
AND DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL REPORT RECOMMENDATIONS 22 10/22/2024 C5 445 of 637
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5 gal
LOM LON
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
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B E F O R E
Y
O
U
D
I
G
BI
D
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T
PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
LANDSCAPE PLANTING PLAN FOR:
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE WUCOLS QTY DETAIL REMARKS SHRUBS
LOM LON Lomandra longifolia 'Breeze'Breeze Mat Rush 5 gal LOW 111 A/L2.0 FULLY ROOTED, GREEN COLOR
PLANT SCHEDULE
SIGHT VISIBILITY TRIANGLE - NO TREE, FENCE OR WALL,
SHRUB OR OTHER PHYSICAL OBSTRUCTION HIGHER THAN
THREE FEET ABOVE THE GRADE LOT LINE. SHRUBS SHALL BE
MAINTAINED AT A MATURE HEIGHT OF 30 INCHES OR LESS.
KEY NOTES
A
PLANTING & MULCHING NOTES
1. THE CONTRACTOR SHALL RECONCILE THE CALLOUT QUANTITIES WITH THE GRAPHIC QUANTITIES AND SHALL PROVIDE PLANTS EQUAL TO THE GRAPHIC QUANTITIES SHOWN ON THE PLANS.
2. ALL PLANT MATERIAL IS TO BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR.
3. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE.
4. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT.
5. ALL GROUNDCOVER PLANTS SHALL BE FULLY ROOTED PLANT MATERIAL IN FLATS, PLUGS OR POTS.
6. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND INSTALLATION.
7. THE CONTRACTOR SHALL GUARANTEE SHRUBS FOR A PERIOD OF THREE MONTHS FROM DATE OF FINAL ACCEPTANCE.
8. PROPOSED LANDSCAPING SHALL NOT CONFLICT WITH EXISTING UTILITIES.
9. PROPOSED UTILITIES SHALL NOT CONFLICT WITH PROPOSED LANDSCAPING.
SPECIES/ VARIETY
SIZE
QUANTITY ON SHEET
ADDITIONAL NOTES
5 GAL- -
4 LOM LON
PLANT CALLOUT KEY
NOTE: QUANTITIES SHOWN ARE FOR THIS SHEET ONLY.
SHRUB PLANTING
SCARIFY SIDES OF
PLANTING PIT
BACK FILL MIX -
WATER SETTLE PRIOR TO
SETTING SHRUB
ROOT CROWN OF SHRUB
TO BE 1" ABOVE FINISH
GRADE
WATERING BASIN 4" ABOVE
FINISH GRADE REMOVE
ONCE IRRIGATION IS
OPERABLE
FINISH GRADE
FERTILIZER TABLETS
(SEE SCHEDULE)
FOR SLOPE PLANTING,
GRADE BACK OF PLANTING
PIT TO MAX. 1:1 SLOPE AND
INSTALL EROSION
CONTROL FABRIC
CROWN BOTTOM OF
PLANTING PIT
MULCH - TAPER FROM 1"
THICK AT CROWN TO 3"
THICK AT EDGE OF
PLANTING PIT
ROOT BALL
DEPTH OF
TWO TIMES WIDTH
OF ROOT BALL
GRADE
FINISH
2" CLR
A
50'
50 '
A
A
(8) 7 GRAM TABLETS PER 5 GALLON CONTAINER
FERTILIZER TABLET SCHEDULE
23 10/22/2024 C5 446 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
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B E F O R E
Y
O
U
D
I
G
BI
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T
PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
SECTION 328400 - IRRIGATION
PART 1 - GENERAL
1.1 SUMMARY:
A. SCOPE OF WORK: PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION AND SERVICES
NECESSARY TO FURNISH AND INSTALL IRRIGATION SYSTEMS AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN.
B. WORK INCLUDED: PROVIDE IRRIGATION SYSTEM, COMPLETE, AS SHOWN AND AS SPECIFIED.
1.2 RELATED SECTIONS:
A. SECTION 329000 LANDSCAPING
1.3 QUALITY ASSURANCES:
A. APPLICABLE STANDARDS: COMPLY WITH THE CURRENT APPLICABLE PROVISIONS OF THE FOLLOWING, WITH APPLICABLE CODES AND REGULATIONS OF THE LOCALITY AND AS SPECIFIED.
1. "UPC" - UNIFORM PLUMBING CODE PUBLISHED BY THE ASSOCIATION OF WESTERN
PLUMBING OFFICIALS
2. "ASTM" - AMERICAN SOCIETY FOR TESTING AND MATERIALS
3. "AWWA" - AMERICAN WATER WORKS ASSOCIATION
4. "NSF" - NATIONAL SANITATION FOUNDATION
5. ”A.S.S.E.” AND THE USC FOUNDATION FOR CROSS CONNECTION CONTROL.
B. PERMITS AND FEES: THE OWNER SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS REQUIRED.
C. MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAIL DRAWINGS SHALL BE
FOLLOWED IN ALL CASES WHERE THE MANUFACTURER'S ARTICLES, EQUIPMENT, MATERIALS OR
PROCESSES SPECIFIED FOR USE IN THIS CONTRACT FURNISH SUCH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS.
D. ORDINANCES AND REGULATIONS: ALL LOCAL, MUNICIPAL AND STATE LAWS, AND RULES AND
REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY
INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THESE SPECIFICATIONS
SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES AND REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THESE SPECIFICATIONS AND DRAWINGS CALL
FOR OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF A BETTER QUALITY OR
HIGHER STANDARD THAN IS REQUIRED BY THE ABOVE RULES AND REGULATIONS, THE PROVISIONS OF THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE PRECEDENCE.
A. EXPLANATION OF DRAWINGS:
1. DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY
INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC. AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A
MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, UNDERGROUND UTILITIES, PLANTING AND ARCHITECTURAL FEATURES.
2. THE TERM “OWNER'S REPRESENTATIVE” AS USED HEREIN SHALL REFER TO THE OWNER'S OFFICIAL AUTHORIZED REPRESENTATIVE.
3. ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED
AND INSTALLED IN COMPLIANCE TO THE MANUFACTURER'S INSTRUCTIONS WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS.
4. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON
THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE
DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE
EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISION NECESSARY.
1.4 SUBMITTALS:
A. MATERIAL LIST:
1. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO
SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE.
2. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK.
MATERIAL LIST SHALL INCLUDE THE MANUFACTURER, MODEL NUMBER AND DESCRIPTION OF ALL MATERIALS AND EQUIPMENT TO BE USED. THE FOLLOWING IS A GUIDE TO PROPER SUBMITTAL FORMAT:
ITEM DESCRIPTIONMANUFACTURER MODEL NO.
a. REMOTE CONTROL VALVE RAINBIRD GB-SERIES
3. IRRIGATION SUBMITTAL MUST BE SPECIFIC AND COMPLETE. ALL ITEMS MUST BE LISTED AND SHOULD INCLUDE SOLVENT/PRIMER, WIRE, WIRE CONNECTORS, VALVE BOXES, ETC.
NO COPIES OF MANUFACTURER'S LITERATURE (CATALOG CUTS) ARE REQUIRED AS SUBMITTAL INFORMATION, UNLESS REQUESTED.
4. THE CONTRACTOR MAY SUBMIT SUBSTITUTIONS FOR EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS BY FOLLOWING PROCEDURES AS OUTLINED IN SECTION 1.6 OF THE IRRIGATION SPECIFICATIONS.
5. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE
OWNER'S REPRESENTATIVE MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS/HER OWN EXPENSE.
6. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE INDICATES ONLY THAT THE
PRODUCT OR PRODUCTS APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
7. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS/HER LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES SHALL ONLY SUPPLEMENT THE GUARANTEE.
B. RECORD DRAWINGS:
1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE A COMPLETE RECORD SET OF
JOB SITE PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM
THE ORIGINAL DRAWINGS AND SPECIFICATIONS AND THE EXACT, IN PLACE LOCATIONS, SIZES, AND KINDS OF EQUIPMENT. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE OWNER'S REPRESENTATIVE. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET.
2. THESE DRAWINGS SHALL ALSO SERVE AS WORK PROGRESS SHEETS AND SHALL BE THE BASIS FOR MEASUREMENT AND PAYMENT FOR WORK COMPLETED. THE CONTRACTOR
SHALL MAKE NEAT AND LEGIBLE ANNOTATIONS THEREON DAILY AS THE WORK PROCEEDS, SHOWING THE WORK AS ACTUALLY INSTALLED. THESE DRAWINGS SHALL BE AVAILABLE AT
ALL TIMES FOR INSPECTION AND SHALL BE KEPT IN A LOCATION KNOWN TO THE OWNER'S REPRESENTATIVE.
3. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE, BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS, ETC., THE LOCATION OF THE FOLLOWING ITEMS:
a.P.O.C. CONNECTION TO EXISTING WATER LINES
b.P.O.C. CONNECTION TO EXISTING ELECTRICAL POWER
c.CONTROL VALVES
d.GATE VALVES
e.QUICK COUPLING VALVES
f. ROUTING OF SPRINKLER PRESSURE LINES. (DIMENSION MAXIMUM 100 FEET ALONG
ROUTING)
g.ROUTING OF CONTROL WIRING (DIMENSION MAXIMUM 100 FEET ALONG ROUTING) h.ALL DRIP FLUSH VALVES AND AIR/VAC RELIEF
i. OTHER RELATED EQUIPMENT AS DIRECTED BY THE OWNER'S REPRESENTATIVE
4. BEFORE THE DATE OF THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER THE RECORD PRINTS TO THE OWNER'S REPRESENTATIVE. ALL WORK SHALL BE NEAT, IN INK AND SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. THE OWNER'S
REPRESENTATIVE WILL TRANSFER THE CONTRACTOR'S RECORD INFORMATION ONTO THE
DIGITAL FILES AND WILL RETURN THE RECORD DRAWINGS AND PROVIDE THE
CONTRACTOR WITH A REDUCED PRINT FOR THE CONTRACTOR'S USE IN PREPARING CONTROLLER CHART(S).
C. CONTROLLER CHARTS:
1. THE CHARTS SHALL BE A REDUCED XEROX BOND PRINT OF THE DIGITAL RECORD DRAWING
AND THE CONTRACTOR SHALL USE DIFFERENT COLORS TO INDICATE THE ZONES OF COVERAGE FOR EACH CONTROLLER STATION.
2. WHEN COMPLETED THE CONTRACTOR SHALL SEAL THE CHARTS BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF 10 MILS IN THICKNESS.
3. PROVIDE TWO CONTROLLER CHARTS FOR EACH CONTROLLER, ONE FOR THE CONTROLLER ENCLOSURE AND ONE FOR THE OWNER.
4. THESE CHARTS SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM.
D. OPERATION AND MAINTENANCE MANUALS:
1. PREPARE AND DELIVER TO THE OWNER'S REPRESENTATIVE WITHIN TEN CALENDAR DAYS
PRIOR TO COMPLETION OF CONSTRUCTION, TWO HARD COVER, THREE RING BINDERS CONTAINING THE FOLLOWING INFORMATION:
a.INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF
EQUIPMENT WITH NAME AND ADDRESSES OF LOCAL MANUFACTURER'S REPRESENTATIVES.
b.GUARANTEE STATEMENT.
c.CATALOG AND PARTS SHEETS ON EVERY MATERIAL AND EQUIPMENT INSTALLED UNDER THIS CONTRACT.
d.COMPLETE OPERATING AND MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPMENT.
THIS SHALL INCLUDE MAINTENANCE INFORMATION PUBLISHED BY THE MANUFACTURER.
2. IN ADDITION TO THE ABOVE MENTIONED MAINTENANCE MANUALS, PROVIDE THE OWNER'S
MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW
EVIDENCE IN WRITING TO THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF THE PROJECT THAT THIS SERVICE HAS BEEN RENDERED.
E. EQUIPMENT TO BE FURNISHED:
1. SUPPLY AS PART OF THIS CONTRACT THE FOLLOWING TOOLS:
a.EXTRA SPRINKLER HEADS IN THE AMOUNT EQUAL TO 1% OF THE TOTAL USED ON THE PROJECT (EXTRA 1 UNIT PER 100 INSTALLED)
2. THE ABOVE MENTIONED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF THE PROJECT. BEFORE FINAL INSPECTION CAN OCCUR, EVIDENCE THAT
THE OWNER HAS RECEIVED MATERIAL MUST BE SHOWN TO THE OWNER'S REPRESENTATIVE.
1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING OF PVC PIPE AND FITTINGS:
A. THE CONTRACTOR IS CAUTIONED TO EXERCISE CARE IN HANDLING, LOADING, UNLOADING AND STORING OF PVC PIPE AND FITTINGS.
B. STORE PVC PIPE AND FITTINGS UNDER COVER UNTIL USED. DO NOT LEAVE PIPE AND FITTINGS IN OPEN TRENCHES, EXPOSED TO SUNLIGHT FOR EXTENDED PERIODS.
C. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS THE LENGTH OF PIPE TO LIE
FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT.
D. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED WILL BE DISCARDED AND, IF INSTALLED, SHALL BE REPLACED WITH NEW PIPING.
1.6 SEQUENCING AND SCHEDULING:
A. INSTALL LANDSCAPE HEADERS, SIDEWALKS, AND MOWING STRIPS BEFORE INSTALLATION OF
SPRINKLER SYSTEM, EXCEPT THAT SLEEVES AND MAINLINES UNDER PAVING SHALL BE IN PLACE BEFORE PAVING CONSTRUCTION.
B. OBTAIN PERMISSION IN WRITING FROM THE OWNER AT LEAST 24 HOURS BEFORE SHUTTING OFF EXISTING IN_USE WATER LINES. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER AS TO THE EXACT LENGTH OF TIME OF EACH SHUT_OFF.
1.7 SUBSTITUTIONS:
B. IF THE IRRIGATION CONTRACTOR WISHES TO SUBSTITUTE ANY EQUIPMENT OR MATERIALS FOR
THAT WHICH IS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS, THEY MAY REQUEST
TO DO SO BY PROVIDING THE FOLLOWING INFORMATION TO THE OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW:
1. PROVIDE A STATEMENT INDICATING THE REASON FOR MAKING THE SUBSTITUTION. USE A SEPARATE SHEET OF PAPER FOR EACH ITEM TO BE SUBSTITUTED.
2. PROVIDE DESCRIPTIVE CATALOG LITERATURE, PERFORMANCE CHARTS AND FLOW CHARTS FOR EACH ITEM TO BE SUBSTITUTED.
3. PROVIDE THE AMOUNT OF COST DIFFERENCE IF THE SUBSTITUTED ITEM IS APPROVED.
B. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL HAVE THE SOLE AUTHORITY AND
RESPONSIBILITY OF ACCEPTING OR REJECTING ANY SUBSTITUTED ITEM AS AN APPROVED EQUAL
TO THOSE EQUIPMENT AND MATERIALS LISTED ON THE IRRIGATION DRAWINGS AND SPECIFICATIONS.
1.8 GUARANTEE:
A. THE GUARANTEE FOR THE SPRINKLER IRRIGATION SYSTEM SHALL BE MADE IN ACCORDANCE WITH THE ATTACHED FORM. THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS OF THESE
SPECIFICATIONS SHALL BE FILED WITH THE OWNER OR HIS REPRESENTATIVE PRIOR TO ACCEPTANCE OF THE IRRIGATION SYSTEM.
B. A COPY OF THE GUARANTEE FORM SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL.
C. THE GUARANTEE FORM SHALL BE RETYPED ONTO THE CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION:
GUARANTEE FOR IRRIGATION SYSTEM:
WE HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED IS
FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THAT THE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. WE AGREE TO REPAIR
OR REPLACE ALL DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE
PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ALL
DAMAGES RESULTING FROM THE REPAIR OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE OWNER. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME, AS DETERMINED BY THE OWNER, AFTER RECEIPT OF WRITTEN NOTICE. IN THE EVENT OF OUR
FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A REASONABLE TIME AFTER
RECEIPT OF WRITTEN NOTICE FROM THE OWNER, WE AUTHORIZE THE OWNER TO PROCEED TO
HAVE SAID REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND CHARGES THEREFORE UPON DEMAND.
PROJECT:___________________________________________________________ LOCATION: __________________________________________________________ CONTRACTOR/COMPANY: ________________________LICENSE NO:___________ ADDRESS:____________________________________________________________ PHONE:______________________________________________________________ DATE OF FINAL ACCEPTANCE:___________________________________________ DATE: _________________
PART 2 - MATERIALS
2.1 MATERIALS:
A. GENERAL: USE ONLY NEW MATERIALS OF BRANDS AND TYPES NOTED ON DRAWINGS, SPECIFIED HEREIN OR APPROVED EQUALS.
B. THE DESIGN OF THE IRRIGATION SYSTEM IS BASED ON THE MANUFACTURERS AND PRODUCTS INDICATED. SUBSTITUTIONS WILL BE PERMITTED ONLY WITH THE OWNER'S REPRESENTATIVE APPROVAL. WHERE SUCH SUBSTITUTION WILL CHANGE THE COVERAGE OR FLOW RATES OF THE
SPRINKLER HEADS, OR VELOCITY AND FRICTION LOSS IN PIPE, THE REQUEST FOR SUBSTITUTION SHALL INCLUDE LAYOUT PLANS SHOWING REVISED SPRINKLER HEAD LOCATIONS. SUCH REVISED
LAYOUT PLAN SHALL PROVIDE COVERAGE AND WATERING RATES EQUIVALENT TO THOSE INDICATED.
C. PVC PRESSURE MAINLINE PIPE: SIZES: PIPE SIZES INDICATED ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED.
1. PRESSURE MAINLINE PIPING FOR SIZES 1-1/2 INCHES AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT-WELDED JOINTS, WHITE COLOR. PIPE SHALL BE MADE FROM
NSF APPROVED TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784 AND PRODUCT DESIGN SPECIFICATION ASTM 1785. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70 (SOLVENT-WELD PIPE).
2. PRESSURE MAINLINE PIPING FOR SIZES 2 INCHES AND LARGER, SHALL BE PVC CLASS 315 (S.D.R. 13.5) WITH SOLVENT-WELD JOINTS, WHITE COLOR. PIPE SHALL BE MADE FROM AN
NSF APPROVED TYPE I, GRADE I, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784 AND PRODUCT DESIGN SPECIFICATION ASTM 2241. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.) (SOLVENT- WELD PIPE).
3. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS:
a.MANUFACTURER'S NAME
b.NOMINAL PIPE SIZE
c.SCHEDULE OR CLASS
d.PRESSURE RATING IN PSI
e.NSF (NATIONAL SANITATION FOUNDATION) APPROVAL
f. DATE OF EXTRUSION
D. PVC NON-PRESSURE LATERAL LINE PIPING: PIPE SIZES INDICATED ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED.
1. NON-PRESSURE BURIED LATERAL LINE PIPING OF ALL SIZES (3/4” MINIMUM) SHALL BE PVC SCHEDULE 40 (S.D.R. 21) WITH SOLVENT-WELD JOINTS, WHITE COLOR.
2. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE I, GRADE I PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO.
3. EXCEPT AS NOTED IN PARAGRAPH 1 AND 2 OF SECTION 2.1.C, ALL REQUIREMENTS FOR
NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.1.B OF THESE SPECIFICATIONS.
E. PVC SOLVENT-WELD FITTINGS AND CONNECTIONS:
1. FOR PRESSURE LINES 3” AND SMALLER UPSTREAM OF REMOTE CONTROL VALVES, HOSE BIBS AND QUICK COUPLERS. ASTM D 2467, TYPE 1, GRADE 1, SCHEDULE 80, IMPACT
MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING,
TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE.
2. FOR NON-PRESSURE LINES DOWNSTREAM OF REMOTE CONTROL VALVES. ASTM D 2464 OR D 2466, TYPE 1, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS,
MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET
OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE.
3. ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF APPROVAL.
LANDSCAPE SPECIFICATIONS FOR:
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
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B E F O R E
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PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
SECTION 328400 - IRRIGATION (CONTINUED)
F. PVC WELDING SOLVENT AND PRIMER:
1. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE
PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH
PVC SOLVENT CEMENT AND PRIMER BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564.
2. ALL CLASSES PVC:
a.2 " AND UNDER - WELD-ON 2721 OR 2711 PVC SOLVENT AND P-70 PRIMER b.3” AND OVER - WELD-ON 2711 PVC SOLVENT AND P-70 PRIMER
3. SCHEDULE 40 PVC:
a.2 " AND UNDER -WELD-ON 2721 OR 2711 PVC SOLVENT AND P-70 PRIMER b.3” AND OVER - WELD-ON 2711 PVC SOLVENT AND P-70 PRIMER
4. SCHEDULE 80 PVC
a.ALL SIZES - WELD-ON 2711 PVC SOLVENT AND P-70 PRIMER.
G.PVC TO PVC OR PVC TO METAL THREADED CONNECTIONS:
1. THREAD LUBRICANT SHALL BE TEFLON RIBBON_TYPE, SUITABLE FOR THREADED INSTALLATIONS AS PER PVC PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.
H. PVC SCHEDULE 80 RISERS AND NIPPLES:
1. POLYVINYL CHLORIDE SCHEDULE 80 RISERS AND NIPPLES. TYPE 1, GRADE 1, SCHEDULE 80, HIGH IMPACT MOLDED, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING. THREADED ENDS SHALL BE MOLDED THREADS ONLY. MACHINED THREADS ARE NOT ACCEPTABLE. PVC SCHEDULE 80 NIPPLES AND RISERS SHALL CONFORM TO ASTM D-2464.
I. BRASS PIPE AND FITTINGS:
1. WHERE INDICATED ON THE DRAWINGS, IPS, 125 POUND, 85% RED BRASS SCREWED PIPE CONFORMING TO ASTM B 43_91.
2. FITTINGS SHALL BE IPS, 125 POUND, 85% RED BRASS, THREADED, CONFORMING TO ANSI B16.15_85.
J. CONTROL WIRING:
1. CONNECTIONS BETWEEN THE AUTOMATIC CONTROLLER AND THE ELECTRIC CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT. PILOT OR STATION WIRE SHALL BE 14 GAUGE, COMMON WIRE 12 GAUGE.
2. CONNECTIONS BETWEEN THE FLOW SENOR AND THE CONTROLLER SHALL BE MADE WITH RAINMASTER EV-CAB-SEN IN 1” CONDUIT.
K. CONTROL WIRING WATER PROOF CONNECTORS:
1. FIELD SPLICES BETWEEN THE AUTOMATIC CONTROLLER AND ELECTRICAL CONTROL
VALVES SHALL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE OWNER'S
REPRESENTATIVE
2. ALL SPLICES OF CONTROL WIRING SHALL BE MADE WITH SPEARS DRI-SPLICE, RAINBIRD SNAP-TITE WIRE CONNECTOR OR APPROVED EQUAL.
L. PULL BOXES:
1. PULL BOXES FOR CONTROL WIRE SHALL BE CARSON NO. 1419-12 WITH DIMENSIONS OF 10-3/4" X 16" X 12", OR APPROVED EQUAL. BOXES SHALL BE GREEN IN COLOR WITH GREEN COVERS. THE COVER SHALL BE SECURED WITH A STAINLESS STEEL BOLT-DOWN MECHANISM. PULL BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS PULL BOX.
2. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS IRR-COM TWO INCHES HIGH.
PULL BOXES SHALL NOT EXCEED 500' IN DISTANCE APART AND BE LOCATED AT EVERY STREET OR DRIVEWAY CROSSING.
M.MASTER VALVE - EXISTING
N. FLOW SENSOR - EXISTING
O. REMOTE CONTROL VALVE AND REMOTE CONTROL VALVE / PRESSURE REGULATOR ASSEMBLY:
1. REMOTE CONTROL VALVE SHALL BE NORMALLY CLOSED ELECTRICALLY ACTUATED DIAPHRAGM TYPE. VALVE BODY SHALL BE CONSTRUCTED OF BRASS AND STAINLESS STEEL. VALVE SHALL INCLUDE MANUAL FLOW ADJUSTMENT HANDLE AND INTERNAL MANUAL BLEED COCK FOR MANUAL OPERATION. VALVE SHALL BE HUNTER ICV AND ICZ (FOR DRIP) SERIES, AS SPECIFIED IN THE IRRIGATION MATERIALS LEGEND.
2. THE REMOTE CONTROL VALVE SHALL INCLUDE A TAG TO IDENTIFY THE CONTROLLER / STATION NUMBER. CONTROLLER / STATION ID TAGS SHALL BE MAXI SIZE, AS MANUFACTURED BY CHRISTY'S IRRIGATION OR APPROVED EQUAL.
P. ISOLATION VALVES:
1. ISOLATION VALVES WITH KEY SHALL BE AS SPECIFIED IN THE IRRIGATION LEGEND.
R. CONTROL VALVE BOXES:
1. CARSON HEAVYWALL 1416 BCF . VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX.
2. CARSON HEAVYWALL 1118 RECTANGULAR BOX FOR EACH REMOTE CONTROL VALVE/PRESSURE REGULATOR ASSEMBLY AND FILTER ASSEMBLY.
S. SPRINKLER HEADS:
17.ROTATING STREAM TYPE:
a.THE SPRINKLER SHALL BE OF THE VISCOUS FLUID BRAKE ROTARY TYPE AND BE AN
ADJUSTABLE ARC, ADJUSTABLE RADIUS, MATCHED PRECIPITATION RATE, MULTI-STREAM, MULTI-TRAJECTORY ROTATING STREAM SPRINKLER. b.THE SPRINKLER SHALL PRODUCE AND MAINTAIN A MATCHED PRECIPITATION RATE NO GREATER THAN 0.6” PER HOUR THROUGHOUT THE ARC ADJUSTMENT RANGE AND RADIUS ADJUSTMENT RANGE, (UP TO 25% OF RADIUS REDUCTION), WHEN SPACED AT 50% OF WETTED DIAMETER.
c.THE PART CIRCLE SPRINKLER SHALL HAVE AN INFINITELY ADJUSTABLE ARC FROM 45° TO 105°, 90° TO 210° OR BETWEEN 210° TO 270° DEPENDING ON THE MODEL SELECTED.
THE FULL CIRCLE SPRINKLER SHALL IRRIGATE A FULL 360°. THE 45° TO 105° MODEL SHALL NOT REQUIRE COVERAGE FROM ADJACENT SPRINKLERS CLOSER THAN 3' FROM THE HEAD.
d.FULL OR PART CIRCLE SPRINKLERS SHALL BE CAPABLE OF UP TO 25% RADIUS REDUCTION USING A STAINLESS STEEL RADIUS ADJUSTMENT SCREW. THE RADIUS
REDUCTION SCREW SHALL HAVE A SLIP CLUTCH MECHANISM TO PREVENT INTERNAL DAMAGE IF TURNED PAST THE MINIMUM OR MAXIMUM RADIUS SETTINGS. THE RADIUS
REDUCTION SCREW SHALL REDUCE THE PRESSURE AND FLOW UPSTREAM OF THE ADJUSTABLE ORIFICE THEREBY MAINTAINING STREAM INTEGRITY. e.PART CIRCLE SPRINKLERS SHALL HAVE ARC ADJUSTMENT CAPABILITIES USING A STAINLESS STEEL RING. THE ADJUSTMENT RING SHALL BE EFFECTIVE ONLY WHILE THE SPRINKLER IS POPPED UP AND SHALL BE INEFFECTIVE WHILE THE SPRINKLER IS DOWN.
WHEN TURNED PAST THE MINIMUM OR MAXIMUM ARC LIMITS THE ADJUSTMENT MECHANISM SHALL HAVE A RATCHETING ACTION TO PREVENT INTERNAL DAMAGE. THIS
SAME RATCHETING ACTION SHALL ALLOW THE ORIENTATION OF THE LEFT EDGE OF THE VARIABLE ARC WHEN INSTALLED ON A FIXED RISER OR IN A POPUP BODY. THIS IS
INDEPENDENT OF AND IN ADDITION TO ANY RATCHET THAT MAY EXIST IN A POPUP BODY.
f. THE SPRINKLER ITSELF SHALL POP-UP AT APPROXIMATELY 15 PSI OF WATER PRESSURE.
UPON CESSATION OF WATER PRESSURE, THE SPRINKLER ITSELF SHALL RETRACT.
WHEN INSTALLED IN A POP-UP BODY THE SPRINKLER ITSELF SHALL POP-UP AFTER THE BODY STEM IS ALMOST FULLY EXTENDED. UPON DECREASING PRESSURE THE
SPRINKLER ITSELF SHALL POP-DOWN BEFORE THE POP-DOWN OF THE BODY STEM IS COMPLETE. THE SPRINKLER'S ADJUSTABLE ORIFICE SHALL BE MANUFACTURED FROM POLYURETHANE AND ACETYL PLASTIC MATERIALS FOR DURABILITY. THE SPRINKLER SHALL BE FITTED WITH A DETACHABLE FILTER.
g.SPRINKLER ASSEMBLY SHALL BE MANUFACTURED IN CORNER, SIDE STRIP, LEFT STRIP, AND RIGHT STRIP CONFIGURATIONS CAPABLE OF BEING INSTALLED IN FIXED 40 PSI (OR 30 PSI WHERE INDICATED IN LEGEND) POP-UP BODIES HAVING A 5/8-27 UNS MALE THREADED STEM, AT ALL COMMON POPUP HEIGHTS. SPRINKLER ASSEMBLY SHALL ALSO BE ABLE TO BE ATTACHED TO A 1/2 FIPT X 5/8-27 UNS MALE THREADED ADAPTER FOR USE ON FIXED PIPE RISERS. SPRINKLER ASSEMBLY SHALL ALSO BE ABLE TO BE ATTACHED TO A 1/2 FIPT X 5/8-28 UNS FEMALE THREADED ADAPTER FOR USE ON FIXED PIPE RISERS.
h.SPRINKLER HEADS SHALL BE HUNTER MP ROTATORS WITH HUNTER PROS-4/12-PRS30/40 BODIES OR APPROVED EQUAL AS SPECIFIED IN THE STREAM ROTOR SCHEDULE.
T. IRRIGATION CONTROLLER:
1. THE IRRIGATION CONTROLLER SHALL BE PER SCHEDULE
U. RAIN SENSOR:
1. THE IRRIGATION SENSOR SHALL BE PER SCHEDULE
V. SLEEVES SHALL BE SCHEDULE 80 PVC UNDER ROADS AND SCHEDULE 40 PVC UNDER WALKS.
SLEEVE SIZES SHALL BE TWO (2) TIMES THE DIAMETER OF THE SLEEVED PIPE, WITH A 2” MINIMUM DIAMETER. SLEEVES SHALL BE WHITE IN COLOR AS MANUFACTURED BY PACIFIC WESTERN PIPE OR APPROVED EQUAL.
PART 3 - EXECUTION
3.1 INSPECTION:
W.SITE CONDITIONS:
1. BEFORE START OF INSTALLATION OF THE IRRIGATION SYSTEM, EXAMINE THE SITE, CONSTRUCTION DOCUMENTS AND/OR AS-BUILT DRAWINGS OF OTHER TRADES TO:
a.VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES VALVES, MANHOLES, CATCH
BASINS, AND OTHER APPURTENANCES THAT WILL AFFECT THE LAYOUT OF THE SPRINKLER SYSTEM.
b.VERIFY LOCATION OF EXISTING TREES, NEW TREES, AND OTHER OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OF THE SPRINKLER SYSTEM.
c.VERIFY LOCATION OF STUB OUTS AND POINTS OF CONNECTION TO THE WATER SUPPLY SYSTEM.
d.VERIFY GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED IN KEEPING WITHIN THE SPECIFIED TRENCH DEPTHS.
B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK ANY EXISTING UTILITY DRAWINGS FOR EXISTING UTILITY LOCATIONS.
3.2 PREPARATION:
A. PHYSICAL LAYOUT:
1. LOCATIONS INDICATED ARE DIAGRAMMATIC AND APPROXIMATE ONLY AND SHALL BE
CHANGED AND ADJUSTED AS NECESSARY AND AS DIRECTED TO MEET EXISTING AND BUILT CONDITIONS AND TO OBTAIN COMPLETE WATER COVERAGE.
2. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES AND CONTROL WIRE ROUTING, CONTROL VALVE AND SPRINKLER HEAD LOCATIONS.
MAINTAIN THE STAKING OF THE APPROVED LAYOUT UNTIL INSTALLATION IS COMPLETED.
3. ALL LAYOUTS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY THEIR OPERATIONS OR NEGLECT. REFER TO CIVIL DRAWINGS FOR EXISTING UTILITY LOCATIONS.
5. SPRINKLER LINES SHALL HAVE A MINIMUM CLEARANCE OF 3 INCHES FROM EACH OTHER AND 36” FROM OTHER UTILITY LINES. DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ONE ANOTHER.
6. COORDINATE INSTALLATION OF IRRIGATION MATERIALS, INCLUDING PIPE, SO THERE SHALL
BE NO INTERFERENCE WITH UTILITIES OR OTHER CONSTRUCTION OR DIFFICULTY IN PLANTING TREES, SHRUBS AND GROUNDCOVERS.
B. WATER SUPPLY:
1. THE IRRIGATION SYSTEM SHALL BE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION AS INDICATED ON THE DRAWINGS AND AS APPROVED BY THE OWNER.
2. CONNECTIONS SHALL BE MADE AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS. (SEE ALSO CIVIL DRAWINGS).
3. THE CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS.
3.3 EXCAVATING AND TRENCHING:
C. GENERAL: PERFORM ALL EXCAVATIONS AS REQUIRED FOR INSTALLATION OF WORK, INCLUDING SHORING OF EARTH BANKS, IF NECESSARY.
D. TRENCHING:
1. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH.
LAY PIPE TO AN EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS AND AS NOTED.
2. TRENCH DEPTH SHALL BE ADEQUATE TO PROVIDE BACKFILL COVER TO A DEPTH MEASURED FROM TOP OF PIPE TO FINISHED GRADE AS FOLLOWS:
a.PROVIDE FOR A MINIMUM COVER OF 18 INCHES FOR ALL PVC PRESSURE MAINLINES 2” AND SMALLER.
b.PROVIDE FOR A MINIMUM COVER OF 12 INCHES FOR ALL PVC NON-PRESSURE LINES 1-1/2” AND SMALLER.
c.WHEN TRENCH IS SHARED WITH PVC PRESSURE MAINLINE, PROVIDE FOR A MINIMUM COVER OF 18 INCHES FOR ALL CONTROL WIRING.
C. BACKFILLING:
1. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED (SEE SECTION 3.6). TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING. BACKFILLED TRENCHES IN LANDSCAPED AREAS
SHALL BE MECHANICALLY COMPACTED IN TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. BACKFILLED AREAS WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES.
2. EXCAVATED TRENCH MATERIAL USED FOR BACKFILL SHALL CONSIST OF EARTH, LOAM,
SANDY CLAY, SAND OR OTHER APPROVED MATERIALS, FREE FROM LARGE CLODS OF EARTH OR STONE. APPROVED BACKFILL SHALL BE A FINE GRANULAR MATERIAL WITHOUT FOREIGN MATTER, ROCKS, CLODS OR STONES LARGER THAN 1/2 INCH IN SIZE.
3. WHERE EXISTING ON-SITE MATERIAL IS NOT SUITABLE AS BACKFILL, THE CONTRACTOR SHALL PROVIDE SAND BEDDING A MINIMUM OF 2 INCHES UNDER, AROUND AND 2 INCHES ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING.
4. FLOODING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF THE OWNER'S REPRESENTATIVE.
5. IF SETTLEMENT OF ANY BACKFILLED AREA OCCURS AND SUBSEQUENT ADJUSTMENTS
AND/OR REPAIRS OF PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING OR OTHER
CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS AND/OR REPAIRS WITHOUT ADDITIONAL COST TO THE OWNER.
D. TRENCHING AND BACKFILLING UNDER PAVING:
1. TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH SAND (A LAYER 4 INCHES BELOW THE PIPE AND 3 INCHES ABOVE THE PIPE) AND COMPACTED IN LAYERS TO 95% COMPACTION, USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING
SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE LANDSCAPE IRRIGATION CONTRACTOR SHALL SET IN PLACE; CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK.
2. GENERALLY, PIPING UNDER EXISTING WALKS IS DONE BY JACKING, BORING OR
HYDRAULIC DRIVING, BUT WHERE ANY CUTTING OR BREAKING OF SIDEWALKS AND/OR
CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED BY THE CONTRACTOR AS PART OF THE CONTRACT COST. PERMISSION TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE SHALL BE OBTAINED FROM THE OWNER'S REPRESENTATIVE. NO HYDRAULIC DRIVING WILL BE PERMITTED UNDER CONCRETE PAVING. COMPACT ALL BACKFILL TO 95% DRY DENSITY AND DISPOSE OF WASTE OFF SITE. REPLACEMENT PAVEMENT SHALL MATCH EXISTING IN STRUCTURE, MATERIAL AND APPEARANCE.
3. PROVIDE FOR A MINIMUM COVER AS LISTED IN SECTION 3.3-B BETWEEN THE TOP OF THE
PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON-PRESSURE PIPING INSTALLED UNDER ASPHALTIC CONCRETE PAVING.
E. POINT OF CONNECTION (POC):
1. CONNECTIONS TO WATER SUPPLY: CONNECT NEW UNDERGROUND PIPING TO EXISTING
WATER SUPPLY LINE DOWNSTREAM OF THE EXISTING BACKFLOW PREVENTER SHUT-OFF VALVE. PROVIDE FLANGES, ADAPTERS AND OTHER NECESSARY FITTINGS REQUIRED TO MAKE THE CONNECTIONS.
F. INSTALLATION OF PVC PIPE:
1. PIPE SHALL BE CUT USING APPROVED PVC PIPE CUTTERS ONLY. SAWED JOINTS WILL NOT BE PERMITTED. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND SOLVENT WELD OF JOINTS.
2. PVC PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE JOINTS ARE MADE. PIPE ENDS AND FITTINGS SHALL BE TREATED WITH MEK, OR
OTHER PRIMER RECOMMENDED BY THE PIPE MANUFACTURER, BEFORE WELDING SOLVENT IS APPLIED.
3. SOCKET JOINTS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDED PROCEDURES
FOR JOINING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE
AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D 2564-93. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. INSTALL NO ASSEMBLY INTO A TRENCH WHICH HAS STANDING WATER.
4. WHEN CONNECTION IS PLASTIC TO METAL, PVC FEMALE ADAPTERS SHALL BE USED WITH SHORT (NOT CLOSE) PVC SCH 80 THREADED NIPPLES IF NEEDED TO COMPLETE THE CONNECTION. JOINTS SHALL BE MADE WITH 2 CLOCKWISE WRAPS OF TEFLON TAPE ON MALE THREADED FITTING. HAND TIGHTENED JOINT PLUS ONE TURN WITH A STRAP WRENCH.
5. ASSEMBLE AND PLACE PIPE LINES HAVING RUBBER RING SEAL JOINTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
6. SNAKE PIPE FROM SIDE_TO_SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION.
7. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING.
8. CENTER LOAD PIPE WITH APPROVED BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING.
9. AT CHANGES OF DIRECTION OF 45 DEGREES OR MORE FOR PIPES 2_1/2 INCHES AND
LARGER, CONSTRUCT CONCRETE THRUST BLOCKS AGAINST UNDISTURBED EARTH WITH SUFFICIENT BEARING TO RESIST THE THRUST OF WATER.
H. CONDUIT AND SLEEVES:
7. COORDINATION: PROVIDE MATERIALS AND COORDINATE INSTALLATION WITH OTHER TRADES AS REQUIRED TO FACILITATE A SMOOTH CONSTRUCTION SEQUENCE.
8. CONDUIT: FURNISH AND INSTALL CONDUIT WHERE CONTROL WIRES PASS UNDER OR THROUGH WALLS, WALKS AND PAVING. CONDUITS TO BE OF ADEQUATE SIZE TO ACCOMMODATE RETRIEVAL FOR REPAIR OF WIRING AND SHALL EXTEND 12 INCHES BEYOND EDGES OF WALLS AND PAVEMENT. USE CONDUIT SWEEPS AT ALL CHANGES IN DIRECTION.
9. SLEEVING: INSTALL SLEEVES FOR ALL PIPES PASSING THROUGH OR UNDER WALKS AND PAVING AS SHOWN ON THE DRAWINGS. SLEEVING TO BE OF ADEQUATE SIZE TO ACCOMMODATE RETRIEVAL OF WIRING OR PIPING FOR REPAIR AND SHALL EXTEND 12 INCHES BEYOND EDGES OF PAVING OR OTHER CONSTRUCTION. CURVE SLEEVES WHERE REQUIRED BY HEAT FORMING PIPE. NO FITTINGS SHALL BE USED FOR SLEEVES.
I. ASSEMBLIES:
1. ROUTING OF IRRIGATION LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC.
LANDSCAPE SPECIFICATIONS FOR:
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
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B E F O R E
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PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
SECTION 328400 - IRRIGATION (CONTINUED)
I. ASSEMBLIES:
1. ROUTING OF IRRIGATION LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC.
INSTALL LINES (AND VARIOUS ASSEMBLIES) IN SUCH A MANNER AS TO AVOID CONFLICTS
WITH OTHER IMPROVEMENTS AND TO ROUTE WITHIN PLANTING AREAS IN ACCORDANCE WITH THE DETAILS AND PLANS. SEE PLANTING PLANS FOR TREE LOCATIONS TO AVOID ALIGNING IRRIGATION UNDER TREE ROOTBALLS.
2. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL DRAWINGS. IN ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO
SPECIFIC ITEMS REQUIRED TO COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE
WITH MANUFACTURER DIRECTION, BEST STANDARD PRACTICE AND APPROVAL OF OWNER'S REPRESENTATIVE.
3. PVC PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE INSTALLATION. INSTALLATION AND SOLVENT WELDING METHODS SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. INSTALL NO ASSEMBLY INTO A TRENCH WHICH HAS STANDING WATER.
4. ON PVC TO METAL CONNECTIONS, THE CONTRACTOR SHALL WORK THE METAL CONNECTIONS FIRST. TEFLON TAPE OR APPROVED EQUAL SHALL BE USED ON ALL THREADED PVC TO PVC AND ON ALL THREADED PVC TO METAL JOINTS. LIGHT WRENCH PRESSURE IS ALL THAT IS REQUIRED. WHERE THREADED PVC CONNECTIONS ARE REQUIRED, USE THREADED PVC ADAPTERS INTO WHICH THE PIPE MAY BE WELDED. USE STRAP-TYPE FRICTION WRENCH ONLY - NO METAL JAWED WRENCH.
F. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM EACH OTHER AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER.
R. SPRINKLER HEADS:
1. INSTALL THE SPRINKLER HEADS AS DESIGNATED AND/OR NOTED ON THE DRAWINGS, NOTES AND DETAILS. SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE AS NOTED IN THE LEGEND AND THESE SPECIFICATIONS.
2. INSTALLATION OF POP-UP SPRINKLER HEADS SHALL BE MADE USING THE BOTTOM INLET WITH THE EXCEPTION OF 12” POP-UP WHICH SHALL BE MADE USING THE SIDE INLET.
3. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS.
LAYOUT AND SPACING OF SPRINKLER HEADS IS WITH THE INTENTION TO ACHIEVE HEAD-TO-HEAD COVERAGE WITHOUT OVER-SPRAY.
4. SPRINKLER HEADS AND NOZZLES SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN
THOROUGHLY TESTED, AND IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE OWNER'S REPRESENTATIVE TO DO SO.
S. FLUSHING OF SYSTEM:
1. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE
ENTRANCE OF DEBRIS OR ANY CONTAMINANTS THAT WILL OBSTRUCT PIPE LINE OR FOUL SMALL ORIFICE EMITTERS. LEAVE IN PLACE UNTIL CONNECTIONS CAN BE COMPLETED.
2. AFTER ALL IRRIGATION SYSTEM VALVES, PIPES AND RISERS ARE IN PLACE AND BEFORE
CONNECTION OF LATERAL LINES, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM.
3.. SPRINKLER HEADS SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE ENTIRE SYSTEM,
INCLUDING LATERAL LINES AND SWING JOINTS, HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
4. LINE FLUSH VALVES SHALL BE INSTALLED ONLY AFTER FLUSHING OF THE SYSTEM HAS BEEN ACCOMPLISHED TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
3.4 TECHNICAL SUPPORT:
T. THE CONTRACTOR SHALL SCHEDULE AND CONDUCT AN ON-SITE PRE-CONSTRUCTION SYSTEM
FAMILIARIZATION MEETING FOR CONTRACTOR, OWNER'S REPRESENTATIVES TO INSURE THAT ALL PARTIES INVOLVED UNDERSTAND THE SYSTEM AND INSTALLATION TECHNIQUES.
3.5 TEMPORARY REPAIRS:
A. THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE EXISTING SPRINKLER SYSTEM EQUIPMENT IN OPERATING CONDITION. THE EXERCISE OF THIS
RIGHT BY THE BUILDER/DEVELOPER SHALL NOT RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED.
3.6 FIELD QUALITY CONTROL:
A. ADJUSTMENT OF THE SYSTEM:
a.IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT WILL PROVIDE
BETTER UNIFORMITY OF COVERAGE, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS PRIOR TO PLANTING.
b.LOWERING AND RAISING VALVE BOXES OR ANY OTHER ADJUSTMENTS BY THE
CONTRACTOR SHALL BE ACCOMPLISHED WITHIN TEN DAYS AFTER NOTIFICATION BY OWNER.
B. TESTING OF IRRIGATION SYSTEM:
1. THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE OWNER'S REPRESENTATIVE IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING.
2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVE WATERTIGHT. NOTE: TESTING OF PRESSURE MAINLINES SHALL OCCUR PRIOR TO INSTALLATION OF ELECTRIC CONTROL VALVES.
3. ALL PIPING UNDER PAVED AREAS OR ON STRUCTURE SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH AND PROVED WATERTIGHT.
4. SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN TWO HOURS WITH 5 PSI MAXIMUM DROP IN PRESSURE. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE SYSTEM IS PROVEN WATERTIGHT.
5. ALL HYDROSTATIC TESTS SHALL BE MADE ONLY IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE OR OTHER DULY AUTHORIZED REPRESENTATIVE OF THE OWNER.
CENTER LOAD PIPE SECTIONS BETWEEN FITTING WITH BACKFILL TO PREVENT ARCHING DURING HYDROSTATIC TESTING. ALL FITTINGS ARE TO LEFT EXPOSED.
6. BACKFILL OF PIPE TRENCHES CANNOT BE COMPLETED UNTIL PIPES HAVE BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE.
7. FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT.
8. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE.
3.7 MAINTENANCE:
A. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION PRIOR TO ANY SHRUB AND GROUNDCOVER PLANTING. TREES SHALL BE WATERED BY HAND UNTIL THE IRRIGATION SYSTEM IS OPERABLE.
B. FINAL ACCEPTANCE OF THE PLANTING BY THE OWNER'S REPRESENTATIVE SHALL CONSTITUTE THE BEGINNING OF THE GUARANTEE PERIOD AND THE 60-DAY IRRIGATION MAINTENANCE AND PLANT ESTABLISHMENT PERIOD.
3.8 CLEAN-UP:
A. CLEAN-UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT
SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN
AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITION.
3.9 FINAL INSPECTION PRIOR TO ACCEPTANCE:
A. THE CONTRACTOR SHALL OPERATE EACH SYSTEM IN ITS ENTIRETY FOR THE OWNER'S REPRESENTATIVE AT TIME OF FINAL INSPECTION. ANY ITEMS DEEMED NOT ACCEPTABLE BY THE
INSPECTOR AND/OR OWNER'S REPRESENTATIVE SHALL BE REWORKED TO THE COMPLETE SATISFACTION OF THE OWNER'S REPRESENTATIVE.
B. THE CONTRACTOR SHALL SHOW EVIDENCE TO THE OWNER'S REPRESENTATIVE THAT THE OWNER
HAS RECEIVED ALL MAINTENANCE MANUALS, DOCUMENTATION OF TESTING, IRRIGATION
ACCESSORIES, CHARTS, RECORD DRAWINGS AND EQUIPMENT AS REQUIRED BEFORE FINAL INSPECTION CAN OCCUR.
3.10 OBSERVATION SCHEDULE:
C. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING OBSERVATIONS, ACCORDING TO THE NOTICE TIME INDICATED:
a.PRE-JOB CONFERENCE - 7 DAYS IN ADVANCE
b.PRESSURE SUPPLY LINE INSTALLATION AND TESTING, CONTROL WIRE INSTALLATION - 48 HOURS IN ADVANCE
c.COVERAGE TEST AND FINAL OBSERVATION - 48 HOURS IN ADVANCE D. WHEN OBSERVATIONS HAVE BEEN CONDUCTED BY OTHER THAN THE OWNER'S REPRESENTATIVE, SHOW EVIDENCE OF WHEN AND BY WHOM THESE OBSERVATIONS WERE MADE.
E. NO OBSERVATION WILL COMMENCE WITHOUT THE RECORD DRAWINGS. IN THE EVENT THE
CONTRACTOR CALLS FOR AN OBSERVATION WITHOUT RECORD DRAWINGS, WITHOUT COMPLETING
PREVIOUSLY NOTED CORRECTIONS OR WITHOUT PREPARING THE SYSTEM FOR OBSERVATION,
HE/SHE SHALL BE RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE HOURLY RATE OF $100.00 FOR THE INCONVENIENCE. NO FURTHER OBSERVATIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID.
SECTION 329000 - LANDSCAPING
PART 1 - GENERAL
1.1 SUMMARY:
A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND
EQUIPMENT NECESSARY TO PERFORM THE WORK AS SHOWN AND NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN.
B. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION OF THE
LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER.
C. ALL PLANT MATERIAL WILL BE PURCHASED BY THE CONTRACTOR AND DELIVERED TO
THE SITE BY THE CONTRACTOR'S SUPPLIER FOR OFF-LOADING AND INSTALLATION BY THE CONTRACTOR.
1.2 RELATED SECTIONS:
A. SECTION 328400 IRRIGATION
1.3 SUBMITTALS:
A. CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF SOIL AMENDMENTS, FERTILIZERS,
AND PLANT MATERIALS, SPECIFIED WITH QUANTITIES AND SUPPLIERS OF EACH, A MINIMUM OF SIX (6) WEEKS PRIOR TO DELIVERY TO THE SITE.
B. CONTRACTOR SHALL SUBMIT SIGNED COPIES OF CERTIFICATES, INVOICES AND TRIP
SLIPS TO THE OWNER'S REPRESENTATIVE FOR VERIFICATION OF QUANTITIES OF ALL MATERIALS DELIVERED TO SITE FOR INCORPORATION INTO WORK.
C. CONTRACTOR SHALL SUBMIT ONE PINT EACH OF THE FOLLOWING TO THE OWNER'S REPRESENTATIVE FOR APPROVAL:
1. SOIL CONDITIONER
1.4 GUARANTEES AND REPLACEMENTS:
A. ALL COMMERCIALLY GROWN SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR 90 DAYS FROM DATE OF FINAL ACCEPTANCE OF PROJECT.
B. ALL COMMERCIALLY GROWN PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN (14) CALENDAR DAYS.
1.5 SITE OBSERVATION VISITS:
A. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION TWO (2) DAYS IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED.
B. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK:
1. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL AND UPON COMPLETION OF GRADING PRIOR TO PLANTING.
2. APPROVAL OF PLANT MATERIALS WITH TREES AND SHRUBS SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED.
3. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE PLANT ESTABLISHMENT PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND
WRITTEN APPROVAL SHALL ESTABLISH THE BEGINNING OF THE PLANT ESTABLISHMENT PERIOD.
4. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE PLANT ESTABLISHMENT PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE
BEGINNING DATE FOR THE GUARANTEE PERIOD FOR PLANT MATERIAL AND IRRIGATION.
C. OTHER SITE INSPECTIONS WILL BE MADE BY THE OWNER'S REPRESENTATIVE AT THEIR DISCRETION.
D. THE CONTRACTOR OR THEIR AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE
AT THE TIME OF EACH SCHEDULED SITE OBSERVATION VISIT BY THE OWNER'S REPRESENTATIVE.
1.6 MAINTENANCE:
A. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING A 90-DAY PLANT
ESTABLISHMENT AND MAINTENANCE PERIOD UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER'S REPRESENTATIVE.
B. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS SHALL BE KEPT IN A HEALTHY, GROWING
CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING,
TRIMMING, EDGING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING,
SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. ALL PLANTS
FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY.
C. THE CONTRACT COMPLETION DATE OF THE PLANT ESTABLISHMENT/MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE OWNER'S
REPRESENTATIVE, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL IS EVIDENT. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE.
D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING REASONABLE PROTECTION OF CONTRACT AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
1.7 GENERAL REQUIREMENTS:
A. THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED WITH SHRUBS.
B. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER
AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE.
C. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED WITHIN THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE.
D. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, LOCATE
ALL UNDERGROUND UTILITY LINES STILL IN USE AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN
SUCH LINES AND PLANT LOCATIONS, IMMEDIATELY NOTIFY THE OWNER'S
REPRESENTATIVE WHO SHALL ARRANGE FOR THE RE-LOCATION OF ONE OR THE OTHER. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN SPECIFIED.
E. GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE
MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT
WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL
BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED.
F. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK,
CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE
OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS.
G. QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLARIFICATIONS WITH THE OWNER'S REPRESENTATIVE.
H. ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT,
EXISTING TREES, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING PLANTING AND GRADING OPERATIONS.
LANDSCAPE SPECIFICATIONS FOR:
26 10/22/2024 C5 449 of 637
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
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B E F O R E
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PREPARED BY:DATE:
P.E. EXPIRES DATE
(NEVADA AVE AND LEMON AVE)
REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RLA EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
N/A
928 Hornblend Street, Suite # 3
San Diego, CA 92109
www.NeriLa.com
8 5 8 / 2 7 4 - 3 2 2 2
N E R I L A N D S C A P E A R C H I T E C T U R E
JAMES P. NERI RLA 3321 JUNE 30, 2025 4/18/2024
SECTION 329000 - LANDSCAPING (CONTINUED)
A. UPON COMPLETION OF ALL GRADING OPERATIONS, THE CONTRACTOR SHALL REQUEST A SOIL
SAMPLING KIT FROM THE OWNER'S REPRESENTATIVE AND THEN SHALL TAKE A COMPOSITE SOIL
SAMPLE FROM REPRESENTATIVE PLANTING AREAS THROUGHOUT THE SITE (BIORETENTION AREAS) WHICH SHALL BE ANALYZED FOR AGRONOMIC SUITABILITY BY:
1. GRO-POWER, INC., 15065 TELEPHONE AVENUE, CHINO, CA 91710-9614 PH: (800) 473-1307
2. ANALYSIS SHALL BE FOR COMPLETE AGRICULTURAL SUITABILITY OF SOIL WITH INDIVIDUAL RECOMMENDATIONS FOR GRASSES & CALIFORNIA NATIVE PLANTINGS. THE RESULTS OF THESE
TESTS ARE TO BE REVIEWED BY THE OWNER'S REPRESENTATIVE FOR POSSIBLE MODIFICATIONS TO THE SPECIFIED SOIL PREPARATION.
1.8 PLANT SELECTION:
A. UPON AWARD OF THE PROJECT THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OF THE NURSERY SOURCE OF ALL PLANTS. THE OWNER'S REPRESENTATIVE AND THE OWNER WILL CHECK THE PLANTS AT THE NURSERY SOURCE FOR APPROVAL. IF THE
PLANTS ARE REJECTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING OTHER SOURCES OF PLANTS. THE CONTRACT PRICE FOR THE PROJECT SHALL NOT CHANGE DUE TO REJECTED PLANTS. THE CONTRACTOR SHALL MAKE ALL NECESSARY FINANCIAL ARRANGEMENTS OR PURCHASE ORDERS TO RESERVE THE PLANTS SPECIFICALLY FOR THIS PROJECT.
1.9 REJECTION AND SUBSTITUTION:
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED AND ON THE
DRAWINGS SHALL BE CONSIDERED DEFECTIVE AND SUCH PLANTS, WHETHER IN PLACE OR NOT,
SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE OF THE SPECIES, VARIETY,
SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES,
VARIETY, OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND THE OWNER.
1.10 INVOICING OF PLANT MATERIALS:
A. AFTER INSTALLATION OF PLANT AMENDMENTS AND PRIOR TO THE PRE MAINTENANCE SITE
OBSERVATION VISIT, THE CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH
COPIES OF THE REQUIRED CERTIFICATIONS, TRIP SLIPS, AND INVOICES FOR THE PLANT
MATERIALS AMENDMENTS AND SHALL COMPARE THE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE OWNER'S
REPRESENTATIVE WILL REQUIRE AT THE CONTRACTORS EXPENSE, THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED.
PART 2 - PRODUCTS
2.1 SOIL AMENDMENT AND FERTILIZER:
A. SOIL CONDITIONER SHALL BE COMMERCIALLY PROCESSED BARK OR WOOD PRODUCT WHICH HAS
BEEN WELL COMPOSTED, CONSISTING OF A COMMERCIAL BLEND OF ORGANIC FRACTIONS
SUPPLYING GRADIENT DEGREES OF BREAKDOWN AND CONFORMING TO THE FOLLOWING REQUIREMENTS:
1. DERIVED FROM BARK OF PINE, WHITE FIR OR REDWOOD, OR FROM CEDAR OR REDWOOD SHAVINGS.
2. COMPOSTED A MINIMUM OF 180 DAYS AND A MAXIMUM OF 1 YEAR. PH SHALL BE 7.0 MAXIMUM AND 5.5 MINIMUM.
3. SALINITY MAXIMUM 3.1 MMHOS PER CENTIMETER AT 25 DEGREES C. AS MEASURED BY SATURATION EXTRACT CONDUCTIVITY.
4. IMPREGNATED WITH A MINIMUM OF 1% NITROGEN, 0.04% PHOSPHORIC ACID, 0.04% AVAILABLE POTASH, 0.02% CALCIUM, 0.03% MAGNESIUM AND 0.05% IRON. REDWOOD PARTICLES TO BE 1/50" TO 1/4" IN SIZE, ORGANIC MATTER 97% MOISTURE CONTENT 30%.
5. ASH CONTENT NOT TO EXCEED 10%.
6. SOIL CONDITIONER SHALL BE EQUAL TO OSA 100 BY TO PLANTS CHOICE INC., (866) 468-9815 B. POST-PLANT FERTILIZER GRO-POWER CONTROLLED RELEASE 12-8-8 C. SOIL SULFUR: SHALL BE 99% ELEMENTAL SULFUR, WIL-GRO LIFE OR APPROVED EQUAL.
D. SOIL ACTIVATOR: SHALL BE GRO-POWER PLUS W/ M
E. SOIL INOCULANT: SHALL BE GRO-LIFE MYCORRHIZAL INOCULUM F. FERTILIZER TABLETS: SHALL BE GROPOWER 7 GRAM SIZE.
G. WETTING AGENT: SHALL BE A NON-TOXIC, BIODEGRADABLE, NON-POLLUTING EQUAL TO: SARVON H. FLOWABLE GYPSUM: GYPSUM FOR ALL 2:1 + SLOPE AREAS SHALL BE 50% GYPSUM (CALCIUM SULFATE DIHYDRATE) AND 50% INERT CARRIER EQUAL TO: GYPSUM FLOWABLE.
I. GYPSUM FOR ALL NON-SLOPE AREAS (LESS THAN 2:1) SHALL BE A COMMERCIALLY PACKED GYPSUM WITH THE ACTIVE INGREDIENT CALCIUM SULFATE AT 95% BY VOLUME.
2.4 PLANT MATERIALS:
A. NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA", PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, PUBLICATION 4091 (1979). SEE LIST OF PLANT MATERIAL ON DRAWINGS.
B. CONTAINER STOCK (1 GALLON, 5 GALLON, 15 GALLON AND BOXES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS
THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED.
C. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE.
D. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL
BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY THE CONTRACTOR SHALL SECURE PERMITS OR CERTIFICATIONS PRIOR TO DELIVERY OF PLANTS TO SITE.
E. PLANTS SHALL BE SUBJECT TO APPROVAL OR REJECTION, AT THE PROJECT SITE AT ANY TIME
BEFORE OR DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY.
F. SUBSTITUTIONS WILL NOT BE PERMITTED UNLESS PROOF IS SUBMITTED BY THE CONTRACTOR THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE. A PROPOSAL FOR SUBSTITUTION WILL BE
SUBMITTED BY THE CONTRACTOR TO THE OWNER'S REPRESENTATIVE AND THE OWNER FOR APPROVAL.
A. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS.
B. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO CHECK ROOT CONDITION OF ANY
SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE.
C. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT MATERIAL. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 25 PLANTS IN A LOT.
2.5 HERBICIDES
A. NO HERBICIDES SHALL BE USED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE OWNER.
PART 3 - EXECUTION
3.1 GENERAL
A. THE QUANTITIES GIVEN BELOW ARE FOR BIDDING PURPOSES. IF UNSATISFACTORY SOIL
CONDITIONS SHOULD BE ENCOUNTERED OVER THE COURSE OF THE WORK THE CONTRACTOR
SHALL ALERT THE OWNER'S REPRESENTATIVE WHO WILL OBTAIN A SOIL SAMPLE FOR AGRONOMIC TESTING.
3.2 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
A. AFTER PLANTING AREAS HAVE BEEN AND GRADED, RIP SOIL TO A DEPTH OF 12” DEEP. THE
FOLLOWING RATES OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS LESS THAN 2:1 IN SLOPE AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX (6) INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES, FOLLOWED BY SIX (6) INCHES OF WATER LEACHING PERFORMED IN THREE (3) APPLICATIONS OF TWO (2) INCHES EACH.
1. SOIL SULFUR: 30 LBS./1,000 SQ.FT.
2. SOIL CONDITIONER: 3 CU.YD./1,000 SQ.FT.
3. WETTING AGENT: 1 QUART/1,000 SQ. FT.
4. GYPSUM: 50 LBS/1,000 SQ. FT.
5. SOIL ACTIVATOR: 100 LBS/1000 SQ. FT.
6. SOIL INOCULANT: 20 LBS/1000 SQ. FT.
B. PLANTING BACKFILL IN TREE AND SHRUB PLANTING AREAS SHALL BE A THOROUGHLY BLENDED
MIXTURE OF EXCAVATED SOIL FROM THE PLANTING PITS AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE:
2. SOIL CONDITIONER 20%
3. ENGINEERED SOIL 80%
4. GYPSUM 3 LBS.
5. SOIL SULFUR 2 LBS./CU. YD.
6. SOIL ACTIVATOR 15 LBS./CU. YD.
7. SOIL INOCULANT 3 LBS./CU. YD.
3.3 FINISH GRADING:
A. FINISH GRADES SHALL BE AS INDICATED ON THE LANDSCAPE DRAWINGS.
B. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWINGS.
C. FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF SURFACE MATERIALS.
D. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
E. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE,
ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED.
F. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO
SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING THEIR GRADING AND CONDITIONING OPERATIONS.
G. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE
DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD ROADWAYS, SWALES, DRAINS AND CATCH BASINS.
H. FINAL GRADES SHALL BE ACCEPTABLE TO THE OWNER'S REPRESENTATIVE BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.
I. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN ONE (1) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE TO CATCH BASINS AND DRAIN INLETS.
3.4 PLANTING:
A. THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER TO BE PLANTED
SHALL BE APPROVED ON THE SITE BY THE OWNER'S REPRESENTATIVE, PRIOR TO THEIR PLANTING. ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF UNDERGROUND
CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY BE SELECTED BY THE OWNER'S REPRESENTATIVE.
DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3.5 PLANTING SHRUBS:
A. PLANTING HOLES SHALL BE TWICE THE DIAMETER OF THE CONTAINER SIZE OR AS APPROVED BY
THE OWNER'S REPRESENTATIVE, AND IN NO CASE SHALL HOLES BE TOO SMALL TO ACCOMMODATE PLANT ROOTBALLS.
B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS.
PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLINGS OF HOLES, PITS AND BEDS.
C. EXCESS SOIL, GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD EVENLY OVER THE SITE BY THE CONTRACTOR.
D. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREA OR FROM THE SITE BY THE CONTRACTOR.
E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL PLANTING BACKFILL.
F. WATER SETTLE THE PLANTING PITS TO THE ROOTBALL BASE LEVELS PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING THE PLANTS LOOSEN ANY ENCIRCLING ROOTS BEFORE THE REMAINING BACKFILL MATERIAL IS HAND TAMPED AND SETTLED AROUND EACH ROOTBALL.
G. EACH SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB AND
HELD RIGIDLY BY THE ROOTBALL IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL.
H. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY BEAR THE SAME
RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL IN THE CONTAINER.
I. PLANTING TABLETS SHALL BE PLACED IN EACH SHRUB PLANTING HOLE AT THE FOLLOWING RATES:
1. 8 - 7 GRAM TABLETS PER 5 GALLON CONTAINER
J. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION.
K. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF EACH PLANT HOLE IMMEDIATELY AFTER PLANTING.
L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE SHRUBS. NOTIFY THE OWNER'S REPRESENTATIVE IF DETRIMENTAL SUBSURFACE DRAINAGE CONDITIONS EXIST.
3.9 POST FERTILIZATION:
A. POST FERTILIZATION FOR ALL PLANTING AREAS SHALL OCCUR A RATE OF 15 LBS. PER 1,000 SQ.
FT. APPLIED AT THE END OF THE PLANT ESTABLISHMENT/MAINTENANCE PERIOD.
3.10 CLEAN UP:
A. AS PROJECT PROGRESSES, THE CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY, SWEEPING WALKS WEEKLY. AFTER
COMPLETION OF PROJECT, THE CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. ALL SIDEWALKS, ASPHALT, PAVING AND CONCRETE AREAS
ADJACENT TO PLANTINGS SHALL BE WASHED DOWN BY THE CONTRACTOR, AND ANY STAINS OR DISCOLORATIONS SHALL BE REMOVED PRIOR TO FINAL ACCEPTANCE OF THE WORK.
LANDSCAPE SPECIFICATIONS FOR:
27 10/22/2024 C5 450 of 637
PROTECTION FOR CURB INLET
NTS
CURB AND GUTTER
CURB INLET
2 BAGS HIGH
SPILLWAY 1 BAG HIGH GRAVEL-FILLED BAG DIMENSIONS
~ 18" X 12" X 3"
WEIGHING ~ 33 LBS.
USE 3/4" AGGREGATE MIN.
COVER WITH FILTER
FABRIC REMOVE
DURING RAIN EVENT
2 BAGS HIGH
2 GRAVEL BAGS HIGH (OMIT
ONE (1) BAG ON TOP ROW
FOR INFLOW)
PERIMETER
GRATE INLET
PROTECTION FOR GRATE INLET
NTS
COVER WITH FILTER
FABRIC REMOVE DURING
RAIN EVENT
4' ma
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ENTRENCHMENT DETAIL
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NTS
4' ma
x
NOTE:
INSTALL FIBER ROLL ALONG
A LEVEL CONTOUR UNLESS
OTHERWISE SHOWN.
4' ma
x
INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
WHERE APPLICABLE
FIBER ROLL
8" MIN
3/4" X 3/4" WOOD STAKES, MAX 4'
SPACING
12 "
3"
MA
X
SLOPE
VARIES
TYPICAL FIBER ROLL INSTALLATION
NTS
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TYPICAL
SECTION
TYPICAL
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APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
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B E F O R E
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PREPARED BY:DATE:
P.E. EXPIRES DATE
R
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ISTER E D P R O F E SSIONAL
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ATE OF CA L I F O R N IACIVIL
C 81946
ROBER T O R . RUIZ-
SA
L
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ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
15. 16.
17. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL
PLAN WHICH INTERFERE WITH THE WORK SHALL BE RELOCATED OR
MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED BY THE CITY ENGINEER.
ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET
AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER, AS DIRECTED BY THE INSPECTOR.
A 12-INCH HIGH BY 4-FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS.
CONCENTRATED WATER SHALL NOT BE CARRIED WITHIN 10 FEET FROM THE TOP OF SLOPES.
STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE, OR OWNER FOR EMERGENCY WORK DURING RAINSTORMS.
ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE END OF THE WORK DAY IF A 40% CHANCE OF RAIN IS PREDICTED.
ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND
VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. VELOCITY CHECK DAMS SHALL BE PROVIDED ACROSS THE OUTLETS OF ALL LOTS DRAINING ONTO THE STREET.
PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS
MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION
RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL
EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE. EARTHEN DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS.
STREET GRADE CHECK DAM INTERVAL
LESS THAN 2% AS REQUIRED 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET
PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT
THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WITH TEMPORARY MATERIALS SUCH AS PLASTIC SHEETING.
CHANNEL GRADE CHECK DAM INTERVAL
A GRAVEL BAG SILT BASIN, OR SILT TRAP, SHALL BE PROVIDED AT EVERY
STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
A GUARD SHALL BE POSTED ON SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET.
ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN FORCAST PROBABLITY EXCEEDS 40 %. AFTER EACH RAINSTORM EXCEEDING ¼ INCH IN A 12 HOUR
PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, AND BASINS SHALL BE PUMPED DRY.
EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL.
THE PLANTING MIX SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. SPRINKLER SYSTEMS ARE REQUIRED ON ALL SLOPES OVER FIVE FEET IN HEIGHT. TEMPORARY SPRINKLER SYSTEMS WILL BE REQUIRED
ON ALL SLOPES UNTIL PLANTING IS ESTABLISHED, AND MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
HYDROSEED MIX ONE
CONDITION: HIGH VISIBILITY, HIGHLY ORNAMENTAL AREAS (ADJACENT TO ROADWAYS, RESIDENTIAL SLOPES, PARK AREAS, ETC.). IN ADDITION, THIS MIX IS SUITED TO ALL SLOPE HEIGHTS. HOWEVER, DUE TO THE RELATIVELY SMALLER
MATURE SIZE OF THE PLANT MATERIAL, IT IS ESPECIALLY SUITED TO SLOPES LESS THAN TEN FEET IN HEIGHT. IN THESE CONDITIONS, THE PLANT MATERIAL WILL NOT EXTEND MUCH BEYOND THE LIMITS OF THE SLOPE.
APPLICATION RATE BOTANICAL NAME
NURSE CROP
3 LBS/ACRE LOBULARIA MARITIMA 'CARPET OF SNOW' (1) 3 LBS/ACRE LOBULARIA MARITIMA 'ROYAL CARPET' (2) 3 LBS/ACRE ENCHOCHOLZIA CALIFORNICA
3 LBS/ACRE LINUM GRANDIFLORUM 'RUBRUM'
PERENNIALS
9 LBS/ACRE ATRIPLEX SEMIBACCATA
5 LBS/ACRE GAZANIA 'PIXIE DELIGHT' (3)
6 LBS/ACRE LIMONIUM PEREZII
2 LBS/ACRE OENOTHERA CHEIRANTHIFOLIA
SHRUBS/TREES
2 LBS/ACRE ACACIA SALIGNA
3 LBS/ACRE MIMULUS PUNICEUS
4 LBS/ACRE ENCELIA COLIFORNICA
3 LBS/ACRE CISTUS CORSICUS
47 LBS/ACRE TOTAL
% MINIMUM PURITY OF SEED - 95
(1) CAN BE USED WITHOUT 'ROYAL CARPET' AT THE RATE OF 5 LBS/ACRE (2) CAN BE USED WITHOUT 'CARPET OF SNOW' AT THE RATE OF 5 LBS/ACRE (3) CAN BE SPECIFIED IN EITHER WHITE, ORANGE OR YELLOW, OR MIXED
HYDROSEED MIX TWO
CONDITION: MODERATE VISIBILITY (INTERIOR SLOPES OF COMMERCIAL AND INDUSTRIAL DEVELOPMENTS).
APPLICATION RATE BOTANICAL NAME
NURSE CROP
3 LBS/ACRE LOBULARIA MARITIMA 'CARPET OF SNOW' (4) 3 LBS/ACRE LOBULARIA MARITIMA 'ROYAL CARPET' (5) 3 LBS/ACRE ENCHOCHOLZIA COLIFORNICA
2 LBS/ACRE LINUM GRANDIFLORUM 'RUBRUM'
PERENNIALS
14 LBS/ACRE ERIGONUM FASICULATUM
8 LBA/ACRE LOTUS SCOPARIUS
9 LBS/ACRE ATRIPLEX SEMIBACCATA
7 LBS/ACRE ATRIPLEX GLAUCA
3 LBS/ACRE ARTEMISIA PYNOCEPHALA
SHRUBS/TREES
2 LBS/ACRE MIMULUS PUNICEUS
3 LBS/ACRE ENCELIA COLIFORNICA
5 LBS/ACRE VIQUIERA LACINLATA
2 LBS/ACRE SALVIA CLEVELANDII
2 LBS/ACRE SALVIA MELIFERA
67 LBS/ACRE TOTAL
NOTE: FOR NON-IRRIGATED APPLICATION, INCREASE THE APPLICATION RATE BY 20 % OF THE FOLLOWING SPECIES: ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA, ATRIPLEX SEMIBACCATA , ENCELIA COLIFORNICA .
NON-IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE PLANNING DEPARTMENT.
% MINIMUM PURITY OF SEED - 95
(4) CAN BE USED WITHOUT 'ROYAL CARPET' AT THE RATE OF 5 LBS/ACRE (5) CAN BE USED WITHOUT 'CARPET OF SNOW' AT THE RATE OF 5 LBS/ACRE
HYDROSEED MIX THREE
CONDITION: LOW VISIBILITY, OPEN SPACE AREAS.
APPLICATION RATE BOTANICAL NAME
NURSE CROP
10 LBS/ACRE BROMUS RUBENS
3 LBS/ACRE ENCHOCHOLZIA COLIFORNICA
PERENNIALS
10 LBS/ACRE ATRIPLEX SEMIBACCATA
8 LBA/ACRE LOTUS SCOPARIUS
10 LBS/ACRE ATRIPLEX GLAUCA
8 LBS/ACRE ATRIPLEX CARNASCENE
2 LBS/ACRE HAPLOPAPPUS VENETUS
SHRUBS/TREES
3 LBS/ACRE MIMULUS PUNICEUS
3 LBS/ACRE ENCELIA COLIFORNICA
5 LBS/ACRE VIQUIERA LACINLATA
3 LBS/ACRE BACCHARIS PILULARIS 'CONSANGUIENA' 67 LBS/ACRE TOTAL
NOTE: FOR NON-IRRIGATED APPLICATION, INCREASE THE APPLICATION RATE BY 20 % OF THE FOLLOWING SPECIES: ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA, ATRIPLEX SEMIBACCATA , ENCELIA COLIFORNICA .
NON-IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE PLANNING DEPARTMENT.
% MINIMUM PURITY OF SEED - 95
GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE
AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND-BY
CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ANY PROPOSED ALTERNATE EROSION CONTROL MEASURES ARE TO BE
RECOMMENDED BY THE ENGINEER OF WORK, FOR APPROVAL BY THE CITY ENGINEER, PRIOR TO INSTALLATION.
FROM OCTOBER 1ST THROUGH APRIL 30TH OF EACH YEAR, COV MUNICIPAL CODE, CHAPTER 17.56, REQUIRES THAT ALL DENUDED SLOPE FACES BE PROTECTED FROM EROSION, AND THAT ALL SEDIMENT BE KEPT ON SITE. THE
USE OF INDUSTRY STANDARD SLOPE PROTECTION AND SEDIMENT CONTROL METHODS ARE REQUIRED TO BE IN PLACE AND MAINTAINED 24 HOURS A DAY/7 DAYS A WEEK.
MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF
SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE
STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL.
18. 19.
20. 21.
22. 1.
2. 3.
4. EROSION CONTROL NOTES (cont'd.)
STORM WATER AND EROSION CONTROL NOTES
TOTAL AREA OF LAND DISTURBANCE = 0.66 ACRES
THIS PROJECT IS SUBJECT TO ALL APPLICABLE GENERAL AND PROJECT SPECIFIC PROHIBITIONS AND REQUIREMENTS IN CHAPTERS 13.18 AND 17.56
OF THE VISTA MUNICIPAL CODE, AND THE CITY STORMWATER STANDARDS MANUAL.
BMPS AT MANNED FACILITIES MUST BE INSPECTED BY THE EROSION CONTROL CONTRACTOR BEFORE AND FOLLOWING PREDICTED RAIN EVENTS.
BMPS AT UNMANNED FACILITIES MUST BE INSPECTED BY THE DISCHARGER
REGULARLY DURING THE RAINY SEASON AND PERIODICALLY BETWEEN EACH RAINY SEASON. THESE BMPS MUST BE MAINTAINED SO THAT THEY CONTINUE TO FUNCTION AS DESIGNED. BMPS WHICH FAIL MUST BE REPAIRED AS SOON AS IT IS SAFE TO DO SO. IF THE FAILURE OF A BMP
INDICATES THAT THE BMPS IN USE ARE INAPPROPRIATE OR INADEQUATE TO
THE CIRCUMSTANCES, THE BMPS MUST BE MODIFIED OR UPGRADED TO PREVENT ANY FURTHER FAILURE IN THE SAME OR SIMILAR CIRCUMSTANCES.
IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID
DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK
TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE
COST OF WHICH (INCLUDING AN INITIAL MOBILIZATION AMOUNT) SHALL BE CHARGED TO THE OWNER.
THE OWNER DESIGNATED 24-HOUR TELEPHONE NUMBER AND THE
NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK
APPEARS BELOW AND SHALL AT ALL TIMES BE POSTED IN A
CONSPICUOUS PLACE ONSITE TO FACILITATE PUBLIC REPORTING OF PROBLEMS. (A TELEPHONE ANSWERING MACHINE OR ANSWERING
SERVICE IS UNACCEPTABLE.)
______________________________________
NAME
________________________
24 HOUR PHONE NUMBER
CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ONSITE AT ALL TIMES
A STORMWATER MANAGEMENT PLAN (SWMP) OR STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) IN CITY APPROVED FORMAT WHICH IS HEREBY INCORPORATED WITH THESE PLANS BY REFERENCE.
SAID PLAN SHALL BE KEPT CURRENT AND REFLECTIVE OF CURRENT SITE CONDITIONS.
INLET PROTECTION
N.T.S.
A GRAVEL BAG CHEVRON
N.T.S.
B
FIBER ROLL
N.T.S.C
EROSION CONTROL NOTES EROSION CONTROL NOTES (cont'd.)
LESS THAN 3% 100 FEET 3% TO 6% 50 FEET OVER 6% 25 FEET
TEMPORARY EROSION CONTROL PLANS
28 10/22/2024 C5 451 of 637
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
6" AC PER D-735-1955
6" AC PER D-735-1955
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC PER D-735-1955
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
6" AC PER D-735-1955
6" AC PER D-735-1955
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC PER D-735-1955
12 "
P
V
C
P
E
R
D
-
2 0
3 1
-
1 9
9 5
6" AC PER D-735-1955
6" AC PER D-735-1955
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC PER D-735-1955
0 1 2 3 4 5 6 7 8 9
10 11
12 12
3 R/W
N
S
A
N
T
A
F
E
A
V
E
R/W
R/W
R/W
R/W
NE
V
A
D
A
AV
E
R/W
CIT
R
U
S
A
V
E
R/W
(3
3 5
)
(3
4 0
)
(3
4 5
)
(3
5 0
)
(
3 5
5 )
(3
6 0
)
(
3 6
5 )
(3
7 0
)
(3
7 5
)
(3
8 0
)
(
3 3
1 )
(3
3 1
)
(
3 3
1 )
(3
3 1
)
(3
3 5
)
(3
4 0
)
(3
4 5
)
(3
5 0
)
(
3 5
5 )
(3
6 0
)
(
3 3
2 )
(
3 3
3 )
(
3 8
5 )
(3
8 0
)
(3
8 5
)
NEVADA AVE
(3
8 2
)
(3
8 3
)
(3
8 4
)
(3
8 1
)
(3
8 2
)
(3
8 2
)
(3
8 2
)
(
3 8
3 )
(3
8 4
)
(3
8 6
)
(3
8 7
)
(38
0 )
(380
)
(378
)
(376)(3
6 7
)
FR
FR
FR
F
R
FR
GRAVEL BAG CHEVRON (TYP)FIBER ROLL
FIBER ROLL
FIBER ROLL
GRAVEL BAG CHEVRON (TYP)
INLET PROTECTION
INLET PROTECTION
NEVADA AVE CL
12 12
2 3 4 5 6 7 8 9 9
R/W
R/W
RA
I
N
T
R
E
E
PL
(390)
(395)
(395)
(400)
(395)
(4
0 0
)
(38
5 )
(390)
(395)
LEMON AVE
(
3 9
0 )
(
3 8
7 )
(
3 8
8 )
(
3 8
9 )
(392)
(386)FR
FR FR
GRAVEL BAG CHEVRON (TYP)
INLET PROTECTION
FIBER ROLL
FIBER ROLL
LEMON AVENUE CL
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
E
C
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
3 2
:
5 0
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTER E D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF CA L I F O R N IACIVIL
C 81946
ROBER T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
N
0'40'80'
SCALE 1" = 40'
MA
T
C
H
L
I
N
E
S
T
A
1 2
+
0 0
SE
E
B
E
L
O
W
L
E
F
T
MATCHLINE STA 12+00
SEE ABOVE RIGHT
LEGEND:
ITEM SYMBOL
DAYLIGHT
FIBER ROLL PER DETAIL C ON SHEET 28
INLET PROTECTION PER DETAIL A ON SHEET 28
GRAVEL BAG CHEVRON PER DETAIL B ON SHEET 28
EXISTING GRADE CONTOUR
SURFACE FLOW
TEMPORARY EROSION CONTROL PLANS
29 10/22/2024 C5 452 of 637
6" AC PER D-735-19556" AC PER D-735-1955
0 1 2 3 4 5
340
35 0
35 5
18 '
25 '
4. 5
'
7. 5
'
33 5
(
3 3
4 )
345
(
3 3
1 )
(3
3 2
)
(3
3 2
)
(
3 3
7 )
(
3 3
3 )
(
3 3
5 )
(
3 3
6 )
(
3 3
8 )
(3
3 9
)
(
3 4
0 )
(341
)
(
3 4
2 )
(
3 4
3 )
(3
4 4
)
(34
5 )
(3
4 6
)
(
3 4
7 )
(
3 4
8 )
(
3 4
9 )
(
3 5
0 )
(
3 5
1 )
(3
5 2
)
(
3 5
3 )
(
3 5
4 )
(3
5 5
)
(
3 5
7 )
FL:330.53
FL:330.73
1+
3 1
.
8 1
℄
1+
7 0
.
3 7
℄
2+
1 7
.
9 9
℄
2+
6 7
.
4 1
℄
3+
6 5
.
3 2
℄
4+
1 5
.
2 9
℄
4+
6 1
.
6 6
℄
1+15.10, 0.00'
FS:(335.92) ME
0+79.87, 11.17' R
FS:(332.35) ME
0+79.87, 17.54' R
FS:(332.03) ME
0+79.87, 0.00'
FS:(332.64) ME
1+15.10, 10.00' L
FS:(335.74) ME
4+81.95, 10.00' L
FS:(356.08) ME
4+81.95, 14.00' L
FS:(356.01) ME
0+36.51, 55.54' L
FS:(330.38) ME
0+40.56, 55.54' L
FS:(330.72) ME
0+36.51, 55.03' R
FS:(331.26) ME
0+49.04, 10.52' L
FS:330.58
0+49.04, 13.16' R
FS:330.82
NEVADA AVE
G
WTR
SS
SD INLET
C&G
SDWK
P410973
PILLAR PILLARS
PILLAR
10 '
D
W
Y
10 '
D
W
Y
10 '
D
W
Y
14 '
D
W
Y
10 '
D
W
Y
16 '
D
W
Y
16 '
D
W
Y
MB
APN:175-091-45 APN:175-091-27 APN:175-091-26 APN:175-091-25 APN:175-091-24 APN:175-091-23 APN:175-091-22 APN:175-091-21
APN:175-092-35APN:175-092-06APN:175-092-05
APN:175-092-51
APN:175-092-08 APN:175-092-09 APN:175-092-41 APN:175-092-42 APN:175-092-11 APN:175-092-12 WV(3)
R/W
R/W
R/W
R/W
CURB LINE A
CURB LINE B
NEVADA AVE
CENTERLINE
1 1
1 2
1 1
1 6
6 6
345
5 10
12 12
10 2
2 12
12 9
9 10
1417
39 18
11 28
38 38 29
29 29
31 30
1 11
32 6 6 6 6 6
8 1
30 40
37 45COMM
WALL
E
WTR
COMM
SS
1 1
1 1
1 1 CP
R/W
1 WTR 1
1 COMM
43 MB (2)1
44 WM (2)1
WM 1
46 45
SD 1
MB1
WM (2)1
PP
FENCE
1 1
FENCE1
FENCE &
WALL
GATE11
WALL
PIPE
1 1
FENCE &
WALL1
WALL1
G1 G1
1 WTR
1 MB
1WTR
1G
1 WTR
1 TREE
1G
GATE1
46 32
G1
WARNING!!! GAS
11 .
5 '
D
W
Y
6 1+
8 2
.
3 7
℄
6 11
.
5 '
D
W
Y
2+
8 2
.
4 1
℄
PILLAR1
FL:330.62
36 49
49 5'
WM
22 -0.91%
-0.66%-0.91%
2.77%
4.79%
BE
G
P
V
I
:
0 +
4 0
.
4 7
,
5 5
.
0 3
'
R
TC
:
(
3 3
1 .
5 9
)
M
E
PV
I
:
0 +
4 0
.
4 9
,
5 0
.
0 3
'
R
TC
:
3 3
1 .
5 6
PV
I
:
0 +
4 0
.
7 9
,
3 6
.
0 7
'
R
TC
:
3 3
1 .
4 3
PV
I
:
0 +
6 1
.
4 6
,
1 4
.
6 7
'
R
TC
:
3 3
1 .
6 3
EN
D
P
V
I
:
0 +
7 9
.
8 7
,
1 9
.
9 2
'
R
TC
:
(
3 3
2 .
5 6
)
M
E
TC
:
3 3
1 .
4 7
PC
:
0 +
4 0
.
5 1
,
3 9
.
9 4
'
R
TC
:
3 3
1 .
2 6
PV
I
/
P
C
C
:
0 +
4 9
.
4 8
,
1 9
.
4 6
'
R
TC
:
3 3
2 .
1 7
PC
C
:
0 +
7 2
.
2 1
,
1 8
.
0 4
'
R
TC
:
3 3
2 .
4 7
PT
:
0 +
7 8
.
0 4
,
1 9
.
9 2
'
R
330
335
340
345
350
355
360
0.66%
5.72%
0.76%5.22%
8.58%
4.90%
4.44%
PV
I
:
0 +
4 0
.
5 6
,
5 0
.
5 2
'
L
TC
:
3 3
0 .
7 5
PV
I
:
1 +
4 5
.
9 5
,
1 8
.
0 0
'
L
TC
:
3 3
7 .
7 1
PV
I
:
0 +
5 3
.
7 8
,
1 6
.
2 1
'
L
TC
:
3 3
1 .
0 5
PV
I
:
1 +
9 3
.
3 7
,
1 8
.
0 0
'
L
TC
:
3 4
0 .
0 3
PV
I
:
2 +
2 7
.
9 9
,
1 8
.
0 0
'
L
TC
:
3 4
1 .
5 6
TC
:
3 3
0 .
8 3
PC
:
0 +
4 0
.
5 5
,
4 0
.
0 2
'
L
TC
:
3 3
4 .
1 3
PC
:
0 +
9 5
.
0 1
,
1 2
.
0 0
'
L
TC
:
3 3
5 .
6 4
PC
:
1 +
1 1
.
7 0
,
1 7
.
4 0
'
L
TC
:
(
3 3
0 .
7 2
)
M
E
BE
G
P
I
/
P
V
I
:
0 +
4 0
.
5 6
,
5 5
.
5 4
'
L
TC
:
3 3
1 .
8 6
PT
/
P
V
I
:
0 +
6 8
.
5 5
,
1 2
.
0 0
'
L
TC
:
3 3
4 .
4 3
PT
:
0 +
9 8
.
4 1
,
1 2
.
6 0
'
L
TC
:
3 3
5 .
9 4
PT
/
P
V
I
:
1 +
1 5
.
1 0
,
1 8
.
0 0
'
L
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
5.00%
5.77%
5.86%
PV
I
:
3 +
7 5
.
3 2
,
1 8
.
0 0
'
L
TC
:
3 5
0 .
0 6
TC
:
3 5
6 .
0 0
PI
/
P
V
I
:
4 +
7 6
.
6 6
,
1 8
.
0 0
'
L
TC
:
(
3 5
6 .
2 9
)
M
E
EN
D
P
I
/
P
V
I
:
4 +
8 1
.
9 5
,
2 0
.
0 5
'
L
5.46%
330
330
340
350
340
350
EXISTING SURFACE AT
CURB LINE APROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
EXISTING SURFACE AT
CURB LINE A
PROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
0+
4 3
.
9 0
,
0 .
0 0
'
FL
:
3 3
0 .
6 2
PROPOSED FS
AT CENTERLINE
6" AC PER D-735-19556" AC PER D-735-1955
6 (
3 6
0 )
(
3 6
1 )
(
3 6
2 )
(
3 6
3 )
(3
6 4
)
(
3 6
5 )
(
3 6
6 )
6+
0 7
.
5 6
℄
5+
6 9
.
8 4
℄
5+51.88, 14.00' L
FS:(360.20) ME
6+22.58, 14.00' L
FS:(364.59) ME
G
SDWK
SS
WTR
E24
'
D
W
Y
10 '
D
W
Y
APN:175-091-20 APN:175-091-19 APN: 175-091-18
APN:175-092-46APN:175-092-40
R/W
1 1
1 1
1 3
5 2
12 12
18 22
29 2423
MB WM11
C&G1
C&G1
1 SDWK
1 1G
WTR
1 WALL
LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
2 4
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
0'20'40'
SCALE 1" = 20'
IMPROVEMENT PLANS FOR:
EXISTING SURFACE AT
CURB LINE B
PROPOSED TC AT
CURB LINE B
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
1+00 2+00 3+00 4+00
N
S
A
N
T
A
F
E
A
V
E
35'
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 5" HMA PAVEMENT OVER 12" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFIED PCC DRIVEWAY WITH ROLLED CURB PER SDRSD G-14F AND DETAIL H ON SHEET 03
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14C
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
CONSTRUCT SIDEWALK UNDERDRAIN WITH 3" SCHEDULE 40 PVC PIPE PER SDRSD D-27. CONNECT TO PRIVATE STORM DRAIN
CONSTRUCT SIDEWALK UNDERDRAIN PER DETAIL G, SHEET 03
CONSTRUCT MODIFIED TYPE B BROW DITCH PER SDRSD D-75
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14D
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
CONSTRUCT BIOFILTRATION BASIN BMP ADJACENT TO SIDEWALK. SEE DETAILS ON SHEET 15
CONSTRUCT 3" HMA PAVEMENT OVER 7" CLASS 2 AGGREGATE BASE CONSTRUCT 5.5" THICK PCC DRIVEWAY. MATERIAL TO MATCH EXISTING
CONSTRUCT PAVERS TO MATCH EXISTING
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONTRACTOR TO FURNISH AND INSTALL GRAVEL. COLOR AND SIZE TO
MATCH EXISTING
CONSTRUCT 6" THICKENED CURB AND GUTTER PER DETAIL J ON SHEET
3. SEE SHEET 15 FOR LIMITS
REFER TO STORM DRAIN PLAN
ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
REFER TO LIGHTING AND ELECTRICAL PLANS
RESET EXISTING SURVEY MONUMENT
RELOCATE MAILBOX. CONTRACTOR TO COORDINATE WITH POSTMASTER
RESET/REINSTALL EXISTING GATE
1 2
3 4
5 6
8 9
10 11
12 14
17 18
22 23
24 28
29 30
31 32
36 37
38 39
40 43
44 45
46 49
10 PCC CURB AND GUTTER
(HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
LANDSCAPE
GRAVEL
MILL AND OVERLAY
ROCK BLANKET
10/22/2024 C5 453 of 637
6" AC PER D-735-19556" AC PER D-735-1955
0 1 2 3 4 5
340
35 0
35 5
18 '
25 '
4. 5
'
7. 5
'
33 5
(
3 3
4 )
345
(
3 3
1 )
(3
3 2
)
(3
3 2
)
(
3 3
7 )
(
3 3
3 )
(
3 3
5 )
(
3 3
6 )
(
3 3
8 )
(3
3 9
)
(
3 4
0 )
(341
)
(
3 4
2 )
(
3 4
3 )
(3
4 4
)
(34
5 )
(3
4 6
)
(
3 4
7 )
(
3 4
8 )
(
3 4
9 )
(
3 5
0 )
(
3 5
1 )
(3
5 2
)
(
3 5
3 )
(
3 5
4 )
(3
5 5
)
(
3 5
7 )
FL:330.53
FL:330.73
1+
3 1
.
8 1
℄
1+
7 0
.
3 7
℄
2+
1 7
.
9 9
℄
2+
6 7
.
4 1
℄
3+
6 5
.
3 2
℄
4+
1 5
.
2 9
℄
4+
6 1
.
6 6
℄
1+15.10, 0.00'
FS:(335.92) ME
0+79.87, 11.17' R
FS:(332.35) ME
0+79.87, 17.54' R
FS:(332.03) ME
0+79.87, 0.00'
FS:(332.64) ME
1+15.10, 10.00' L
FS:(335.74) ME
4+81.95, 10.00' L
FS:(356.08) ME
4+81.95, 14.00' L
FS:(356.01) ME
0+36.51, 55.54' L
FS:(330.38) ME
0+40.56, 55.54' L
FS:(330.72) ME
0+36.51, 55.03' R
FS:(331.26) ME
0+49.04, 10.52' L
FS:330.58
0+49.04, 13.16' R
FS:330.82
NEVADA AVE
G
WTR
SS
SD INLET
C&G
SDWK
P410973
PILLAR PILLARS
PILLAR
10 '
D
W
Y
10 '
D
W
Y
10 '
D
W
Y
14 '
D
W
Y
10 '
D
W
Y
16 '
D
W
Y
16 '
D
W
Y
MB
APN:175-091-45 APN:175-091-27 APN:175-091-26 APN:175-091-25 APN:175-091-24 APN:175-091-23 APN:175-091-22 APN:175-091-21
APN:175-092-35APN:175-092-06APN:175-092-05
APN:175-092-51
APN:175-092-08 APN:175-092-09 APN:175-092-41 APN:175-092-42 APN:175-092-11 APN:175-092-12 WV(3)
R/W
R/W
R/W
R/W
CURB LINE A
CURB LINE B
NEVADA AVE
CENTERLINE
1 1
1 2
1 1
1 6
6 6
345
5 10
12 12
10 2
2 12
12 9
9 10
1417
39 18
11 28
38 38 29
29 29
31 30
1 11
32 6 6 6 6 6
8 1
30 40
37 45COMM
WALL
E
WTR
COMM
SS
1 1
1 1
1 1 CP
R/W
1 WTR 1
1 COMM
43 MB (2)1
44 WM (2)1
WM 1
46 45
SD 1
MB1
WM (2)1
PP
FENCE
1 1
FENCE1
FENCE &
WALL
GATE11
WALL
PIPE
1 1
FENCE &
WALL1
WALL1
G1 G1
1 WTR
1 MB
1WTR
1G
1 WTR
1 TREE
1G
GATE1
46 32
G1
WARNING!!! GAS
11 .
5 '
D
W
Y
6 1+
8 2
.
3 7
℄
6 11
.
5 '
D
W
Y
2+
8 2
.
4 1
℄
PILLAR1
FL:330.62
36 49
49 5'
WM
22 -0.91%
-0.66%-0.91%
2.77%
4.79%
BE
G
P
V
I
:
0 +
4 0
.
4 7
,
5 5
.
0 3
'
R
TC
:
(
3 3
1 .
5 9
)
M
E
PV
I
:
0 +
4 0
.
4 9
,
5 0
.
0 3
'
R
TC
:
3 3
1 .
5 6
PV
I
:
0 +
4 0
.
7 9
,
3 6
.
0 7
'
R
TC
:
3 3
1 .
4 3
PV
I
:
0 +
6 1
.
4 6
,
1 4
.
6 7
'
R
TC
:
3 3
1 .
6 3
EN
D
P
V
I
:
0 +
7 9
.
8 7
,
1 9
.
9 2
'
R
TC
:
(
3 3
2 .
5 6
)
M
E
TC
:
3 3
1 .
4 7
PC
:
0 +
4 0
.
5 1
,
3 9
.
9 4
'
R
TC
:
3 3
1 .
2 6
PV
I
/
P
C
C
:
0 +
4 9
.
4 8
,
1 9
.
4 6
'
R
TC
:
3 3
2 .
1 7
PC
C
:
0 +
7 2
.
2 1
,
1 8
.
0 4
'
R
TC
:
3 3
2 .
4 7
PT
:
0 +
7 8
.
0 4
,
1 9
.
9 2
'
R
330
335
340
345
350
355
360
0.66%
5.72%
0.76%5.22%
8.58%
4.90%
4.44%
PV
I
:
0 +
4 0
.
5 6
,
5 0
.
5 2
'
L
TC
:
3 3
0 .
7 5
PV
I
:
1 +
4 5
.
9 5
,
1 8
.
0 0
'
L
TC
:
3 3
7 .
7 1
PV
I
:
0 +
5 3
.
7 8
,
1 6
.
2 1
'
L
TC
:
3 3
1 .
0 5
PV
I
:
1 +
9 3
.
3 7
,
1 8
.
0 0
'
L
TC
:
3 4
0 .
0 3
PV
I
:
2 +
2 7
.
9 9
,
1 8
.
0 0
'
L
TC
:
3 4
1 .
5 6
TC
:
3 3
0 .
8 3
PC
:
0 +
4 0
.
5 5
,
4 0
.
0 2
'
L
TC
:
3 3
4 .
1 3
PC
:
0 +
9 5
.
0 1
,
1 2
.
0 0
'
L
TC
:
3 3
5 .
6 4
PC
:
1 +
1 1
.
7 0
,
1 7
.
4 0
'
L
TC
:
(
3 3
0 .
7 2
)
M
E
BE
G
P
I
/
P
V
I
:
0 +
4 0
.
5 6
,
5 5
.
5 4
'
L
TC
:
3 3
1 .
8 6
PT
/
P
V
I
:
0 +
6 8
.
5 5
,
1 2
.
0 0
'
L
TC
:
3 3
4 .
4 3
PT
:
0 +
9 8
.
4 1
,
1 2
.
6 0
'
L
TC
:
3 3
5 .
9 4
PT
/
P
V
I
:
1 +
1 5
.
1 0
,
1 8
.
0 0
'
L
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
PV
I
:
2 +
5 1
.
4 9
,
1 8
.
0 0
'
L
TC
:
3 4
2 .
9 2
5.00%
5.77%
5.86%
PV
I
:
3 +
7 5
.
3 2
,
1 8
.
0 0
'
L
TC
:
3 5
0 .
0 6
TC
:
3 5
6 .
0 0
PI
/
P
V
I
:
4 +
7 6
.
6 6
,
1 8
.
0 0
'
L
TC
:
(
3 5
6 .
2 9
)
M
E
EN
D
P
I
/
P
V
I
:
4 +
8 1
.
9 5
,
2 0
.
0 5
'
L
5.46%
330
330
340
350
340
350
EXISTING SURFACE AT
CURB LINE APROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
EXISTING SURFACE AT
CURB LINE A
PROPOSED TC AT
CURB LINE A
NEVADA AVE CENTERLINE
IDENTICAL
POINT
0+
4 3
.
9 0
,
0 .
0 0
'
FL
:
3 3
0 .
6 2
PROPOSED FS
AT CENTERLINE
6" AC PER D-735-19556" AC PER D-735-1955
6 (
3 6
0 )
(
3 6
1 )
(
3 6
2 )
(
3 6
3 )
(3
6 4
)
(
3 6
5 )
(
3 6
6 )
6+
0 7
.
5 6
℄
5+
6 9
.
8 4
℄
5+51.88, 14.00' L
FS:(360.20) ME
6+22.58, 14.00' L
FS:(364.59) ME
G
SDWK
SS
WTR
E24
'
D
W
Y
10 '
D
W
Y
APN:175-091-20 APN:175-091-19 APN: 175-091-18
APN:175-092-46APN:175-092-40
R/W
1 1
1 1
1 3
5 2
12 12
18 22
29 2423
MB WM11
C&G1
C&G1
1 SDWK
1 1G
WTR
1 WALL
LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
2 4
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
N
0'20'40'
SCALE 1" = 20'
IMPROVEMENT PLANS FOR:
EXISTING SURFACE AT
CURB LINE B
PROPOSED TC AT
CURB LINE B
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
1+00 2+00 3+00 4+00
N
S
A
N
T
A
F
E
A
V
E
35'
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 5" HMA PAVEMENT OVER 12" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFIED PCC DRIVEWAY WITH ROLLED CURB PER SDRSD G-14F AND DETAIL H ON SHEET 03
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14C
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
CONSTRUCT SIDEWALK UNDERDRAIN WITH 3" SCHEDULE 40 PVC PIPE PER SDRSD D-27. CONNECT TO PRIVATE STORM DRAIN
CONSTRUCT SIDEWALK UNDERDRAIN PER DETAIL G, SHEET 03
CONSTRUCT MODIFIED TYPE B BROW DITCH PER SDRSD D-75
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14D
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
CONSTRUCT BIOFILTRATION BASIN BMP ADJACENT TO SIDEWALK. SEE DETAILS ON SHEET 15
CONSTRUCT 3" HMA PAVEMENT OVER 7" CLASS 2 AGGREGATE BASE CONSTRUCT 5.5" THICK PCC DRIVEWAY. MATERIAL TO MATCH EXISTING
CONSTRUCT PAVERS TO MATCH EXISTING
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONTRACTOR TO FURNISH AND INSTALL GRAVEL. COLOR AND SIZE TO
MATCH EXISTING
CONSTRUCT 6" THICKENED CURB AND GUTTER PER DETAIL J ON SHEET
3. SEE SHEET 15 FOR LIMITS
REFER TO STORM DRAIN PLAN
ADJUST TO GRADE. MAY BE RELOCATED BY VID. CONTRACTOR TO COORDINATE WITH VID.
REFER TO LIGHTING AND ELECTRICAL PLANS
RESET EXISTING SURVEY MONUMENT
RELOCATE MAILBOX. CONTRACTOR TO COORDINATE WITH POSTMASTER
RESET/REINSTALL EXISTING GATE
1 2
3 4
5 6
8 9
10 11
12 14
17 18
22 23
24 28
29 30
31 32
36 37
38 39
40 43
44 45
46 49
10 PCC CURB AND GUTTER
(HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
LANDSCAPE
GRAVEL
MILL AND OVERLAY
ROCK BLANKET
10/22/2024 C5 454 of 637
V
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
8 9
10 380
380
10.5'
10.5'6
.
4 9
'
6 .
5 '
1 9
.
8 5
'
(
1 8
.
6 6
'
)
3 8
1 381
38 1
3 7
9 37
9 10
0 10
1 (
3 8
0 )
(
3 7
7 )
(
3 7
8 )
(
3 7
9 )
(
3 8
1 )
(380)
(380)
8 +
0 1
.
8 1
℄
8 +
4 6
.
8 0
℄
8+80.92, 6.50' R
FS:(379.95) ME
9+21.48, 6.50' R
FS:(380.22) ME
9+36.36, 16.18' R
FS:(379.91) ME
9+47.84, 39.08' R
FS:(379.37) ME
9+40.28, 57.19' R
FS:(378.73) ME
9+47.50, 59.80' R
FS:(378.98) ME
9+72.23, 65.15' L
FS:(381.83) ME 9+83.23, 65.15' L
FS:(381.69) ME
9+13.63, 16.39' L
FS:(380.38) ME
9+55.11, 6.50' L
FS:(380.64) ME
9+41.90, 6.50' L
FS:(380.56) ME
9+66.73, 13.94' L
FS:(380.73) ME
9+69.73, 43.19' L
FS:(381.25) ME
9+83.20, 63.78' R
FS:(378.45) ME
9+90.21, 10.50' R
FS:380.09
9+83.20, 55.69' R
FS:378.51
9+90.23, 47.15' L
FS:381.54
9+86.95, 57.15' L
FS:381.64
8+65.25, 16.30' L
FS:(379.63) ME
8+32.76, 16.40' L
FS:(378.64) ME
8+17.39, 16.49' L
FS:(377.97) ME
7+84.03, 16.65' L
FS:(376.17) ME
10+00.22, 10.50' L
FS:380.58
10+00.21,
10.50' R
FS:380.09
CI
T
R
U
S
A
V
E
WTR
G
WTR
E
SS
COMM
P14935
WV (4)
FENCE
FENCE
2 4
'
D
W
Y
2 1
'
D
W
Y
F
R
O
M
TO
APN:175-092-16
APN:175-091-41
APN:175-091-34
APN:175-091-17
APN:175-101-14
APN:175-103-13
APN:175-103-01
WTR
MONUMENT
MONUMENT
MONUMENT
MONUMENT
WV
R/W
R/W
CURB LINE D
CURB LINE C
CURB LINE E
NEVADA AVE
CENTERLINE
CURB LINE F
10 1
3 3
3 3
3 5
5 5
5 10
10 1012
12 2
2 2
2 2
34 34
9 11
12 33
1 1
1 14
1 1
37 12
34 3
32 33
2 4
2 4
36 19
CITRUS AVE
CENTERLINE
1 1
1 1
1 1
37 15
G 1
G1
SS1
37 MH
1WM (2)
1WM
1 FL:380.04
FL:380.51
SDWK
1E
1 C&G1
1 WTR
1 1
C&G
SDWK
MB
G
E
1 1
1 WTR 1
FENCE 1
WTR1
C&G
FENCE1
FENCE1
1SS
1 12
12 12
12 FL:380.27
51 -0.49%
1.11%
1.03%
0.37%
PV
I
:
9 +
6 9
.
7 3
,
3 9
.
8 2
'
L
TC
:
3 8
1 .
3 6
PC
/
P
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I
:
9 +
1 8
.
6 2
,
1 9
.
9 1
'
L
TC
:
3 8
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8 0
PV
I
:
9 +
4 5
.
1 3
,
1 2
.
1 4
'
L
TC
:
3 8
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9 0
TC
:
3 8
0 .
8 2
PC
C
:
9 +
2 4
.
7 6
,
1 7
.
8 1
'
L
TC
:
(
3 8
0 .
7 5
)
M
E
BE
G
P
I
/
P
V
I
:
9 +
1 3
.
6 2
,
1 9
.
8 9
'
L
TC
:
(
3 8
1 .
3 3
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
6 9
.
7 3
,
4 4
.
5 8
'
L
TC
:
3 8
1 .
2 3
PT
:
9 +
6 7
.
7 8
,
2 9
.
2 5
'
L
2.26%1.31%
-4.15%
-3.73%
-2.16%
-1.50%
PV
I
:
9 +
1 1
.
0 9
,
1 2
.
0 3
'
R
TC
:
3 8
0 .
4 2
PV
I
:
9 +
3 3
.
5 3
,
2 5
.
2 8
'
R
TC
:
3 7
9 .
8 4
PV
I
:
9 +
3 5
.
7 6
,
2 9
.
7 2
'
R
TC
:
3 7
9 .
7 6
TC
:
3 8
0 .
0 7
PC
/
P
V
I
:
8 +
8 6
.
3 0
,
2 0
.
0 7
'
R
TC
:
3 8
0 .
1 6
PC
C
:
8 +
9 2
.
4 5
,
1 7
.
9 5
'
R
TC
:
(
3 7
9 .
9 5
)
M
E
BE
G
P
I
/
P
V
I
:
8 +
8 0
.
9 4
,
2 0
.
0 8
'
R
TC
:
(
3 7
8 .
7 9
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
3 3
.
9 7
,
5 4
.
5 6
'
R
TC
:
3 7
8 .
9 5
PT
/
P
V
I
:
9 +
3 5
.
5 3
,
5 0
.
8 3
'
R
4.48%1.86%
2.70%
1.20%PC
/
P
V
I
:
9 +
9 1
.
7 1
,
3 9
.
9 8
'
R
TC
:
3 7
9 .
8 4
PC
C
/
P
V
I
:
1 0
+
3 6
.
0 5
,
1 7
.
2 6
'
R
TC
:
3 8
1 .
1 7
PV
I
:
1 0
+
0 0
.
1 3
,
1 9
.
9 8
'
R
TC
:
3 8
0 .
1 1
4.48%
2.70%
1.20%TC
:
3 7
9 .
1 4
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 0
,
5 5
.
7 0
'
R
TC
:
(
3 8
1 .
3 6
)
M
E
EN
D
P
I
/
P
V
I
:
1 0
+
4 6
.
0 0
,
1 9
.
0 9
'
R
TC
:
3 8
1 .
2 8
PT
:
1 0
+
4 2
.
0 0
,
1 9
.
1 4
'
R
-1.20%
0.60%-2.70%
PV
I
:
1 0
+
0 6
.
2 1
,
1 5
.
4 8
'
L
TC
:
3 8
1 .
2 1
PV
I
/
P
T
:
1 0
+
3 5
.
7 0
,
1 7
.
0 0
'
L
TC
:
3 8
1 .
4 0
PV
I
:
9 +
9 3
.
6 9
,
2 9
.
7 1
'
L
TC
:
3 8
1 .
4 4
TC
:
3 8
1 .
3 7
PC
:
1 0
+
3 0
.
6 6
,
1 5
.
6 3
'
L
TC
:
3 8
1 .
7 3
PC
:
9 +
9 1
.
7 3
,
4 0
.
0 0
'
L
TC
:
3 8
1 .
3 1
PC
:
1 0
+
2 1
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
2 .
1 9
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 3
,
5 7
.
1 5
'
L
TC
:
3 8
1 .
3 0
PT
:
1 0
+
1 9
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
1 .
3 4
PT
:
1 0
+
2 6
.
7 7
,
1 3
.
3 7
'
L
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
S
H
E
E
T
1 1
380
380 380
380
EXISTING SURFACE AT
CURB LINE D
PROPOSED TC AT
CURB LINE D
EXISTING SURFACE AT
CURB LINE C
PROPOSED TC AT
CURB LINE C EXISTING SURFACE AT
CURB LINE E
PROPOSED TC AT
CURB LINE E
EXISTING SURFACE AT
CURB LINE F
PROPOSED TC AT
CURB LINE F
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
4 7
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
0'20'40'
SCALE 1" = 20'
N
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
N
E
X
T
S
H
E
E
T
NEVA
D
A
A
V
E
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
REMOVE AND REINSTALL CHAIN LINK FENCE PER PLAN
RELOCATE FIRE HYDRANT PER VISTA IRRIGATION DISTRICT (VID) STANDARD DRAWING 4-1 AND 4-2
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT 6" LONG HMA PAVEMENT RAMP. CONTRACTOR TO ENSURE RUNNING SLOPE IS UNDER 8.33%
CONSTRUCT TYPE C PCC ADA RAMP WITH DARK GRAY TRUNCATED
DOMES PER SDRSD G-29
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONSTRUCT PCC MOW CURB, CONTRACTOR TO MATCH EXISTING
MATERIAL
1 2
3 5
9 10
11 12
14 15
19 24
32 33
34 36
37 51
IMPROVEMENT PLANS FOR:
11 LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
PCC CURB AND GUTTER (HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
ROCK BLANKET
MILL AND OVERLAY
LANDSCAPING
10/22/2024 C5 455 of 637
V
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
4"
W
L
P
E
R
D
-
5 8
0 -
1 9
5 2
6" AC
P
E
R
D
-
7 3
5 -
1 9
5 5
8 9
10 380
380
10.5'
10.5'6
.
4 9
'
6 .
5 '
1 9
.
8 5
'
(
1 8
.
6 6
'
)
3 8
1 381
38 1
3 7
9 37
9 10
0 10
1 (
3 8
0 )
(
3 7
7 )
(
3 7
8 )
(
3 7
9 )
(
3 8
1 )
(380)
(380)
8 +
0 1
.
8 1
℄
8 +
4 6
.
8 0
℄
8+80.92, 6.50' R
FS:(379.95) ME
9+21.48, 6.50' R
FS:(380.22) ME
9+36.36, 16.18' R
FS:(379.91) ME
9+47.84, 39.08' R
FS:(379.37) ME
9+40.28, 57.19' R
FS:(378.73) ME
9+47.50, 59.80' R
FS:(378.98) ME
9+72.23, 65.15' L
FS:(381.83) ME 9+83.23, 65.15' L
FS:(381.69) ME
9+13.63, 16.39' L
FS:(380.38) ME
9+55.11, 6.50' L
FS:(380.64) ME
9+41.90, 6.50' L
FS:(380.56) ME
9+66.73, 13.94' L
FS:(380.73) ME
9+69.73, 43.19' L
FS:(381.25) ME
9+83.20, 63.78' R
FS:(378.45) ME
9+90.21, 10.50' R
FS:380.09
9+83.20, 55.69' R
FS:378.51
9+90.23, 47.15' L
FS:381.54
9+86.95, 57.15' L
FS:381.64
8+65.25, 16.30' L
FS:(379.63) ME
8+32.76, 16.40' L
FS:(378.64) ME
8+17.39, 16.49' L
FS:(377.97) ME
7+84.03, 16.65' L
FS:(376.17) ME
10+00.22, 10.50' L
FS:380.58
10+00.21,
10.50' R
FS:380.09
CI
T
R
U
S
A
V
E
WTR
G
WTR
E
SS
COMM
P14935
WV (4)
FENCE
FENCE
2 4
'
D
W
Y
2 1
'
D
W
Y
F
R
O
M
TO
APN:175-092-16
APN:175-091-41
APN:175-091-34
APN:175-091-17
APN:175-101-14
APN:175-103-13
APN:175-103-01
WTR
MONUMENT
MONUMENT
MONUMENT
MONUMENT
WV
R/W
R/W
CURB LINE D
CURB LINE C
CURB LINE E
NEVADA AVE
CENTERLINE
CURB LINE F
10 1
3 3
3 3
3 5
5 5
5 10
10 1012
12 2
2 2
2 2
34 34
9 11
12 33
1 1
1 14
1 1
37 12
34 3
32 33
2 4
2 4
36 19
CITRUS AVE
CENTERLINE
1 1
1 1
1 1
37 15
G 1
G1
SS1
37 MH
1WM (2)
1WM
1 FL:380.04
FL:380.51
SDWK
1E
1 C&G1
1 WTR
1 1
C&G
SDWK
MB
G
E
1 1
1 WTR 1
FENCE 1
WTR1
C&G
FENCE1
FENCE1
1SS
1 12
12 12
12 FL:380.27
51 -0.49%
1.11%
1.03%
0.37%
PV
I
:
9 +
6 9
.
7 3
,
3 9
.
8 2
'
L
TC
:
3 8
1 .
3 6
PC
/
P
V
I
:
9 +
1 8
.
6 2
,
1 9
.
9 1
'
L
TC
:
3 8
0 .
8 0
PV
I
:
9 +
4 5
.
1 3
,
1 2
.
1 4
'
L
TC
:
3 8
0 .
9 0
TC
:
3 8
0 .
8 2
PC
C
:
9 +
2 4
.
7 6
,
1 7
.
8 1
'
L
TC
:
(
3 8
0 .
7 5
)
M
E
BE
G
P
I
/
P
V
I
:
9 +
1 3
.
6 2
,
1 9
.
8 9
'
L
TC
:
(
3 8
1 .
3 3
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
6 9
.
7 3
,
4 4
.
5 8
'
L
TC
:
3 8
1 .
2 3
PT
:
9 +
6 7
.
7 8
,
2 9
.
2 5
'
L
2.26%1.31%
-4.15%
-3.73%
-2.16%
-1.50%
PV
I
:
9 +
1 1
.
0 9
,
1 2
.
0 3
'
R
TC
:
3 8
0 .
4 2
PV
I
:
9 +
3 3
.
5 3
,
2 5
.
2 8
'
R
TC
:
3 7
9 .
8 4
PV
I
:
9 +
3 5
.
7 6
,
2 9
.
7 2
'
R
TC
:
3 7
9 .
7 6
TC
:
3 8
0 .
0 7
PC
/
P
V
I
:
8 +
8 6
.
3 0
,
2 0
.
0 7
'
R
TC
:
3 8
0 .
1 6
PC
C
:
8 +
9 2
.
4 5
,
1 7
.
9 5
'
R
TC
:
(
3 7
9 .
9 5
)
M
E
BE
G
P
I
/
P
V
I
:
8 +
8 0
.
9 4
,
2 0
.
0 8
'
R
TC
:
(
3 7
8 .
7 9
)
M
E
EN
D
P
I
/
P
V
I
:
9 +
3 3
.
9 7
,
5 4
.
5 6
'
R
TC
:
3 7
8 .
9 5
PT
/
P
V
I
:
9 +
3 5
.
5 3
,
5 0
.
8 3
'
R
4.48%1.86%
2.70%
1.20%PC
/
P
V
I
:
9 +
9 1
.
7 1
,
3 9
.
9 8
'
R
TC
:
3 7
9 .
8 4
PC
C
/
P
V
I
:
1 0
+
3 6
.
0 5
,
1 7
.
2 6
'
R
TC
:
3 8
1 .
1 7
PV
I
:
1 0
+
0 0
.
1 3
,
1 9
.
9 8
'
R
TC
:
3 8
0 .
1 1
4.48%
2.70%
1.20%TC
:
3 7
9 .
1 4
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 0
,
5 5
.
7 0
'
R
TC
:
(
3 8
1 .
3 6
)
M
E
EN
D
P
I
/
P
V
I
:
1 0
+
4 6
.
0 0
,
1 9
.
0 9
'
R
TC
:
3 8
1 .
2 8
PT
:
1 0
+
4 2
.
0 0
,
1 9
.
1 4
'
R
-1.20%
0.60%-2.70%
PV
I
:
1 0
+
0 6
.
2 1
,
1 5
.
4 8
'
L
TC
:
3 8
1 .
2 1
PV
I
/
P
T
:
1 0
+
3 5
.
7 0
,
1 7
.
0 0
'
L
TC
:
3 8
1 .
4 0
PV
I
:
9 +
9 3
.
6 9
,
2 9
.
7 1
'
L
TC
:
3 8
1 .
4 4
TC
:
3 8
1 .
3 7
PC
:
1 0
+
3 0
.
6 6
,
1 5
.
6 3
'
L
TC
:
3 8
1 .
7 3
PC
:
9 +
9 1
.
7 3
,
4 0
.
0 0
'
L
TC
:
3 8
1 .
3 1
PC
:
1 0
+
2 1
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
2 .
1 9
BE
G
P
I
/
P
V
I
:
9 +
9 1
.
7 3
,
5 7
.
1 5
'
L
TC
:
3 8
1 .
3 0
PT
:
1 0
+
1 9
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 8
1 .
3 4
PT
:
1 0
+
2 6
.
7 7
,
1 3
.
3 7
'
L
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
S
H
E
E
T
1 1
380
380 380
380
EXISTING SURFACE AT
CURB LINE D
PROPOSED TC AT
CURB LINE D
EXISTING SURFACE AT
CURB LINE C
PROPOSED TC AT
CURB LINE C EXISTING SURFACE AT
CURB LINE E
PROPOSED TC AT
CURB LINE E
EXISTING SURFACE AT
CURB LINE F
PROPOSED TC AT
CURB LINE F
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 5
:
4 7
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
0'20'40'
SCALE 1" = 20'
N
PROFILE SCALE
HORIZ. : 1" = 20'
VERT. : 1" = 4'
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
N
E
X
T
S
H
E
E
T
NEVA
D
A
A
V
E
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT MODIFED TYPE A PCC ADA RAMP WITH DARK GRAY (COV STANDARD COLOR) TRUNCATED DOMES PER SDRSD G-27 AND DETAIL D ON SHEET 03
CONSTRUCT SIDEWALK WITH MONOLITHIC BACK CURB PER DETAIL C ON SHEET 02. CONSTRUCT THICKENED EDGE NEXT TO BMP PER DETAIL K ON SHEET 3
CONSTRUCT PCC CROSS GUTTER PER SDRSD G-12
CONSTRUCT TRANSITION TO EXISTING PCC CURB AND GUTTER PER DETAIL B ON SHEET 02
COORDINATE UTILITY POLE BRACING WITH SDGE
REMOVE AND REINSTALL CHAIN LINK FENCE PER PLAN
RELOCATE FIRE HYDRANT PER VISTA IRRIGATION DISTRICT (VID) STANDARD DRAWING 4-1 AND 4-2
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14F
2" MILL AND VARIABLE OVERLAY PER SDPWC SDG-106
CONSTRUCT 6" LONG HMA PAVEMENT RAMP. CONTRACTOR TO ENSURE RUNNING SLOPE IS UNDER 8.33%
CONSTRUCT TYPE C PCC ADA RAMP WITH DARK GRAY TRUNCATED
DOMES PER SDRSD G-29
CONSTRUCT ROCK BLANKET PER DETAIL I ON SHEET 03
ADJUST TO GRADE
CONSTRUCT PCC MOW CURB, CONTRACTOR TO MATCH EXISTING
MATERIAL
1 2
3 5
9 10
11 12
14 15
19 24
32 33
34 36
37 51
IMPROVEMENT PLANS FOR:
11 LEGEND:
ITEM SYMBOL
DAYLIGHT
SAWCUT
GRADE BREAK
PCC CURB AND GUTTER (HEIGHT PER PLAN)
DRIVEWAY
FINISHED GRADE CONTOUR
SIDEWALK
HMA PAVEMENT
ROCK BLANKET
MILL AND OVERLAY
LANDSCAPING
10/22/2024 C5 456 of 637
25.00' VC
PVI STA:13+04.80
PVI EL:391.94
A:10.87%
K:2.30
380
385
390
-10.54%
5.02%
1.50%
6.67%
6.18%
10.98%
-1.81%
PV
I
:
1 2
+
4 9
.
1 0
,
2 8
.
1 6
'
R
TC
:
3 8
9 .
9 6
PV
I
:
1 2
+
2 7
.
7 0
,
1 2
.
2 8
'
R
TC
:
3 8
8 .
5 7
TC
:
(
3 8
6 .
7 6
)
M
E
BE
G
P
C
/
P
V
I
:
1 2
+
0 1
.
5 1
,
1 7
.
0 6
'
R
TC
:
3 8
7 .
7 8
PC
/
P
V
I
:
1 2
+
1 7
.
1 6
,
1 2
.
4 8
'
R
TC
:
3 8
8 .
5 1
PC
/
P
V
I
:
1 2
+
2 3
.
7 3
,
1 2
.
0 0
'
R
TC
:
3 8
9 .
5 5
PC
/
P
V
I
:
1 2
+
5 1
.
7 3
,
5 0
.
4 5
'
R
TC
:
3 8
8 .
4 0
EN
D
P
I
/
P
V
I
:
1 2
+
4 7
.
8 0
,
6 0
.
5 7
'
R
TC
:
3 8
6 .
9 6
PT
/
P
V
I
:
1 2
+
0 4
.
4 5
,
1 6
.
5 8
'
R
TC
:
3 8
8 .
1 3
PT
:
1 2
+
2 0
.
2 3
,
1 2
.
0 0
'
R
TC
:
3 8
9 .
7 4
PT
:
1 2
+
5 1
.
7 3
,
4 0
.
0 0
'
R
TC
:
3 8
9 .
0 6
PT
:
1 2
+
5 0
.
6 4
,
5 4
.
9 8
'
R
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
S
H
E
E
T
1 0
??
?
TC
:
3 8
1 .
9 0
PVI STA:11+38.97, 17.00' L
120.00' VC
PVI EL:382.60
A:6.19%
K:19.39
1.17%
12.67%1.80%
1.20%
7.36%
EN
D
P
T
P
V
I
:
1 2
+
4 9
.
7 3
,
5 5
.
8 7
'
L
TC
:
3 9
2 .
4 6
PV
I
:
1 2
+
2 8
.
2 3
,
1 2
.
3 6
'
L
TC
:
3 8
8 .
5 3
TC
:
3 8
7 .
0 2
EV
C
/
P
C
:
1 1
+
9 8
.
9 7
,
1 7
.
0 0
'
L
TC
:
3 8
8 .
1 5
PC
:
1 2
+
1 3
.
6 5
,
1 2
.
5 4
'
L
TC
:
3 8
8 .
4 8
PC
:
1 2
+
2 3
.
7 3
,
1 2
.
0 0
'
L
TC
:
3 9
2 .
3 0
PC
:
1 2
+
5 1
.
7 3
,
4 7
.
1 6
'
L
TC
:
3 9
2 .
3 8
PC
C
:
1 2
+
5 0
.
7 3
,
5 1
.
5 1
'
L
TC
:
3 8
7 .
2 6
PT
:
1 2
+
0 2
.
2 1
,
1 6
.
4 6
'
L
TC
:
3 8
8 .
3 9
PT
/
P
V
I
:
1 2
+
1 6
.
8 9
,
1 2
.
0 0
'
L
TC
:
3 9
2 .
1 7
EV
C
/
P
T
:
1 2
+
5 1
.
7 3
,
4 0
.
0 0
'
L
BV
C
:
1 0
+
7 8
.
9 7
,
1 7
.
0 0
'
L
380
390
385
EXISTING SURFACE AT
CURB LINE F
PROPOSED TC AT
CURB LINE F
NEVADA AVE
CENTERLINE
EXISTING SURFACE AT
CURB LINE G
PROPOSED TC AT
CURB LINE G
CU
R
B
L
I
N
E
H
B
E
G
I
N
S
BV
C
:
1 2
+
9 2
.
3 0
TC
:
3 9
0 .
3 6
BV
C
:
1 2
+
4 1
.
2 6
,
1 8
.
1 7
'
L
V
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
6"
C
L
P
E
R
I
-
9 4
3 -
1 9
7 0
11 12 12
2 3
38 538238338
4 38
6 38
7 8.5'
6.5'
17'
(18.28')
382
3 8
9 3
9 0
39 2
391
3 9
0 3
8 9
38 8
38 7
38 9
389
(381)
(3
8 2
)
(
3 8
3 )
(
3 9
0 )
(
3 9
1 )
(
3 9
3 )
(
3 8
9 )
12+01.27, 10.00' L
FS:(386.84) ME
12+36.78, 8.50' L
FS:(389.26) ME
12+57.73, 29.45' L
FS:(392.12) ME18'
24'
18'
11 +
0 1
.
7 5
℄
11 +
7 7
.
6 4
℄
10+53.00, 6.50' R
FS:(381.04) ME
12+43.26, 6.50' R
FS:(389.72) ME
12+01.51, 6.50' R
FS:(386.55) ME 12+57.23, 20.47' R
FS:(390.47) ME
12+57.23, 50.85' R
FS:(389.56) ME
12+51.37, 62.38' R
FS:(388.27) ME
12+01.28, 8.50' L
FS:(386.84) ME
10+00.22, 10.50' L
NEVADA AVE
LE
M
O
N
A
V
E
G
WTR
WTR
G
E
ST LT
P18560
FH
WV (4)
14 '
D
W
Y
14 '
D
W
Y
APN:175-103-02
APN:175-101-13APN:175-101-14
APN:175-101-14
APN:175-103-01APN:175-103-01
APN:
175-102-18
APN:
175-102-17
APN:
175-102-16
MONUMENT
MONUMENT
WV
MONUMENT
MONUMENT
MONUMENT
R/W
R/W
CURB LINE F
CURB LINE G
NEVADA AVE CENTERLINE
1 1
1 1
1 1
3 3
5 5 27
27 2
2 2
10 10
12 12
14 1616
37 37
30 30
8 8
33 33
3 33
36 36
1 37
1 1
1 MB1
E1
AC DIKE1 WTR 1
FENCE
FENCE
32 12+40.80, 37.90' L
FS:390.83
46 46
49 GATE1
P:
\
P
r
o
j
e
c
t
\
2 0
2 3
.
0 6
7 6
_
N
e
v
a
d
a
a
n
d
L
e
m
o
n
S
i
d
e
w
a
l
k
s
\
C
A
D
\
P
l
a
n
s
\
6 7
6 _
I
M
.
d
w
g
P
l
o
t
:
L
a
u
r
a
H
e
r
n
a
n
d
e
z
D
a
t
e
:
4 /
2 3
/
2 0
2 4
9 :
1 6
:
0 4
A
M
APPROVED
CITY OF VISTA FIRE DEPARTMENT
APPROVED DATE RECOMMEND FOR APPROVAL
CITY OF VISTA SANITATION DEPARTMENT
APPROVED DATE
NO.DESCRIPTION CITY DATE
APPROVED CHANGES
VIDDATE
BASIN:
CITY ENGINEER
CITY OF VISTA
(C.I.P. NO. 8355)
ENGINEER OF WORK
C
A
LL
B E F O R E
Y
O
U
D
I
G
BI
D
S
E
T
PREPARED BY:DATE:
P.E. EXPIRES DATE
R
EG
ISTERE D P R O F E SSIONAL
E
N
G
I
N
E
ER
S
T
ATE OF C A L I F O R N IACIVIL
C 81946
ROBE R T O R . RUIZ-
SA
L
A
S
ROBERTO R. RUIZ-SALAS C 81946 (NEVADA AVE AND LEMON AVE) REVIEWED BY:
HIGH PRIORITY INSPECTION WDID NO.
INSPECTOR DATE
RCE EXP.
DATE
RCE EXP.LIC.DATE DATE
RCE EXP.LIC.DATE DATE
SHEET OF 29
03/31/26
N/A
04/02/24
0'20'40'
SCALE 1" = 20'
N
MATCHLINE STA 03+13
SEE NEXT SHEET
MA
T
C
H
L
I
N
E
S
T
A
1 0
+
3 6
SE
E
P
R
E
V
I
O
U
S
S
H
E
E
T
10+00 11+00 12+00 13+00
CONSTRUCTION NOTES
PROTECT IN PLACE
SAWCUT PER DEMOLITION PLANS
CONSTRUCT 4" HMA PAVEMENT OVER 8" CLASS 2 AGGREGATE BASE CONSTRUCT 6" PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT PCC DRIVEWAY PER SDRSD G-14C