Vista City Council
June 25, 2024

B-306/25/2024 C8 Page 181 of 384

(2)That each laborer or mechanic (including each helper, apprentice, and t rainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly f rom the full wages earned, other than permissible deductions as set forth in 29 CFR Part 3;
(3)That each laborer or mechanic has been paid not less than the applicable wage rates and f ringe benefits or cash
equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract.
(c)The weekly submission of a properly executed
certification set forth on the reverse side of Optional Form WH- 347 shall satisfy the requirement for submission of the “Statement of Compliance” required by subparagraph A.

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

Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5. 12.

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

In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which i ts program is registered, the ratios and wage rates (expressed in percentages of the
journeyman’ s hourly rate) specified in the contractor’ s or subcontractor’ s registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice’ s level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid f ringe benefits in accordance with the provisions of the apprenticeship program. I f the
apprenticeship program does not specify f ringe benefits, apprentices must be paid the full amount of f ringe benefits l isted on the wage determination for the applicable
classification. I f the Administrator determines that a different practice prevails for the applicable apprentice classification, f ringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5. 16, t rainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant ‘ , to and individually registered in a program which has received prior approval, evidenced by formal certification by the U. S. Department of Labor,
Employment and Training Administration. The ratio of t rainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every t rainee must be paid at not less than the rate specified in the approved program for the t rainee’ s level of progress, expressed as a percentage of the
journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid f ringe benefits in accordance with the provisions of the t rainee program. I f the t rainee program does not mention f ringe benefits, t rainees shall be paid the full amount of f ringe benefits l isted on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman
wage rate on the wage determination which provides for less than full f ringe benefits for apprentices. Any employee l isted on the payroll at a t rainee rate who is not registered and participating in a t raining plan approved by
form HUD-4010 (06/2009)

B-406/25/2024 C8 Page 182 of 384

the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any t rainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a t raining program, the contractor will no longer be permitted to utilize t rainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal employment opportunity. The utilization of
apprentices, t rainees and journeymen under 29 CFR Part 5 shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30.

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

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

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

5. 12.

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

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

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

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

Department of Labor, or the employees or their
representatives.

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

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

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

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

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

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

Previous editions are obsolete

form HUD-4010 (06/2009)
ref. Handbook 1344.1
B-506/25/2024 C8 Page 183 of 384

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

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

Previous editions are obsolete

form HUD-4010 (06/2009)
ref. Handbook 1344.1
B-606/25/2024 C8 Page 184 of 384

Appendix C:

Federal Requirements and Special Provisions

06/25/2024 C8 Page 185 of 384

APPENDIX C

FEDERAL REQUIREMENTS AND SPECIAL PROVISIONS

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

ITEMS THAT MUST BE SUBMITTED PRIOR TO AWARD OF CONTRACT Section 3 Bidder’s Certification 2
Section 3 Estimated Work Force Breakdown 3
Contract and Subcontract Activity – HUD Form 2516 4

ITEMS THAT MUST BE COMPLETED AND SUBMITTED FOR DURATION OF PROJECT Payroll Reporting DOL Form WH-347 and Instructions for Completion 6 Note: the form is double-sided. Must complete form in its entirety and submit weekly.

Record of Employee Interview 11
Note: City staff will conduct on the job interviews and complete the form

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

OTHER FEDERAL REQUIREMENTS
Notice of Requirement for Affirmative Action to Ensure Equal Employment 14 Opportunity Executive Order 11246: 41 CFR Part 60‐2
Employee Rights Under the Davis-Bacon Act – Poster in English and Spanish 15 Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) Policy 17 Section 3 Compliance Guide 18
Davis-Bacon Labor Standards 22
C-206/25/2024 C8 Page 186 of 384

SECTION 3

BIDDER'S CERTIFICATION
Name of Company: ____________________________________________________________ Address: ____________________________________________________________________ Project Title: _________________________________________________________________ This is to certify that I have read and understand the Section 3 resident employment and Section 3 resident business utilization requirements that apply to the above cited project, said requirements being known as the Section 3 Clause found in 24 CFR 135 and that neither the project nor the company are under any contractual restrictions or other disabilities which would prevent the company from complying with said requirements. ______________________________ ________________________ ____________ Signature Title Date
______________________________ ________________________ ____________ Signature Title Date
C-306/25/2024 C8 Page 187 of 384

SECTION 3 ESTIMATED WORK FORCE BREAKDOWN

MUST BE COMPLETED BY PRIME AND SUBCONTRACTORS
Company Name: __________________________________________________ Address: __________________________ Primary Contact: ____________________________ __________________________ Contact Phone Number: ______________________ Project Title: ________________________________________ Employment and Training
Job Category
TOTAL

ESTIMATED

POSITIONS

NEED FOR

PROJECT
TOTAL

POSITIONS

OCCUPIED BY

PERMANENT

EMPLOYEES

NUMBER OF

POSITIONS NOT

OCCUPIED

NUMBER OF

POSITIONS TO BE

FILLED WITH
SECTION 3
RESIDENTS*
Administrative Staff:

Professionals
Technicians
Office/Clerical
Other Admin Staff
Construction by Trade
(list trade below):
*Section 3 Resident: Public housing resident of the City of Vista who qualifies as a low-income person. HUD defines a low-income person as one whose household income does not exceed 80% of the median income for the region, with adjustments for family size.

C-406/25/2024 C8 Page 188 of 384

blank page
C-506/25/2024 C8 Page 189 of 384

PH
IH
CPD
Housing
Grant/Project Number or HUD
Case Number or other
identification of property,
subdivision, dwelling unit, etc.
7a.

Amount of
Contract or
Subcontact
7b.

Type of Trade
Code
(See below)
7c.

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

Woman Owned Business
(Yes or No)
7e.

Prime Contractor Identification (ID)
Number
7f.

Sec. 3
7g.

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

State Zip
CPD:
1 = New Construction 6 = Professional
2 = Education/Training 7 = Tenant Services
3 = Other 8 = Education/Training
0 = Other5 = Project Mangt.
4 = Service
6 = Hasidic Jews
Privacy Act Notice = The United States Department of Housing and Urban Development, Federal Housing Administration, is authorized to solicit the Information requested in this form by virtue of Title 12, United States Code, Section 1701 et seq., and regulation. It will not be disclosed or relesed outside the United States Department of Housing and Urban Development without your consetn, except as required or permitted by Law.

Previous editions are obsolete.form HUD-2516 (8/98)
Contract and Subcontract Activity
Contractor/Subcontractor Name and Address
7j.

Name Street City
U.S. Department of Housing and Urban Development
Check if:

OMB Approval No.: 2577-0088 OMB
Approval No.: 2502-0355
Executive Orders dated July 14, 1983, directs the Minority Business Development Plans shall be developed by each Federal Agency and the these annual plans shall establish minority business development objectives. The information is used by HUD to monitor and evaluate MBE activities against the total program activity and the designated minority business enterprise (MBE) goals. The Department requires the information to provide guidance and oversight for programs for the development of minority business enterprise concerning Minority Business Development. If the information is not collected HUD would not be able to establish meaningful MBE goals nor evaluate MBE performance against these goals.

Public reporting burden for this collection of information is estimated to average .5 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. The Information is voluntary. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB Control Number.

Oct. 1 - Sept. 30 (Annual -FY)
2 = Substantial Rehab.
3 = Repair
3 = Native Americans
4 = Hispanic Americans
9 = Arch./Engrg. Appraisal 5 = Asian/Pacific Americans
8 = Section 8114 = Insured (Management)
3 = Section 8 Noninsured, Non-HFDA 7 = Public/India Housing 7d: Racial/Ethnic Codes:
1 = White Americans
5: Program Codes (Complete for Housing and Public and Indian Housing programs only):
2= Flexible Subsidy
1 = All Insured, including Section8 5 = Section 202
6 = HUD-Held (Management)
Housing/Public Housing:
7c: Type of Trade Codes:
2 = Black Americans1 = New Construction

1. Grantee/Project Owner/Developer/Sponsor/Builder/Agency 3a. Name of Contact Person 3b. Phone Number (Including Area Code)4. Reporting Period

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

6. Date Submitted to Field Office

2. Location (City, State Zip Code)
C-606/25/2024 C8 Page 190 of 384

This report is to be completed by grantees, developers, sponsors, builders, agencies, and/or project owners for reporting contract and subcontract activities of $10,000 or more under the following programs: Community Development Block Grants (entitlement and small cities); Urban Development Action Grants; Housing Development Grants; Multifamily Insured and Noninsured; Public and Indian Housing Authorities; and contracts entered into by recipients of CDBG rehabilitation assistance.
completed for public and Indian housing and most community development programs. Form HUD- 60002 is to be completed by all other HUD programs including State administered community development programs covered under Section3. A Section 3 Contractor/subcontractor is a business concern that provides economic opportunities to low and very Low-income residents of the metropolitan area (or nonmetropolitan county), including a business concern that is 51 person or more owned by low-income residents;
costs or unusually high or low-income families. Very low-income families (including single persons) whose incomes do not exceed 50 per centum of the median family income for the area, as determined by the Secretary with adjustments for smaller and larger families, except that the secretary may establish income ceilings higher or lower than 50 per centum of the median for the area on the basis of the Secretary's findings that such variations are necessary because of unusually high or low family incomes.

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.
or provides subcontracting or business development opportunities to businesses owned by low or low-income residents. Low and very low-income residents; include participants in Youthbuild programs established under Subtitle D of Title IV of the Cranston-Gonzalez National Affordable Housing Act.

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.

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
The terms “low-income persons” and “very low-income persons” have the same meanings given the terms in section3(b)(2) of the United States Housing Act of 1937. Low-income persons mean families (including single persons) whose incomes do not exceed 80 per centum of the median income for the area, as determined by the Secretary, with adjustments for smaller an larger families, except that the Secretary may establish income ceilings higher or lower than 80 per centum of the median for the area on the basis of the Secretary's findings that such variations are necessary because of prevailing levels of construction
Enter the prime contractor's ID in item 7f. for all contracts and subcontracts. Include only contracts expected during this reporting period. PHAs/IHAs are to report all contracts/subcontracts.

Community Development Programs Multifamily Housing Programs Public Housing and Indian Housing Programs

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

PHAs/IHAs are to report all contracts/subcontracts. Include only contracts executed during this reporting period.

3. Contact Person: Enter name and phone of person responsible for maintaining and submitting contract/subcontract data.3. Contact Person: Same as item 3 under CPD Programs.1. Project Owner: Enter the name of the unit of government, agency or mortgagor entity submitting this report. Check box as appropriate.
7a. Grant Number: Enter the HUD Community Development Block Grant Identification Number (with dashes). For example: B-32-MC-25-0034. For Entitlement Programs and Small City multi-year comprehensive programs, enter the latest approved grant number.

4. Reporting Period: Check only one period.3. Contact Person: Same as item 3 under CPD Programs. 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.

5. Program Code: Enter the appropriate program code.4. Reporting Period: Check only one period. 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. 7a. Grant/Project Number: Enter the HUD Project Number or Housing Development Grant or number assigned.5. Program Code: Enter the appropriate program code.

The "other" category includes supply, professional services and all other activities except construction and education/training activities.7b. Amount of Contract/Subcontract: Same as item 7b. under CPD Programs.7a. Grant/Project Number: Enter the HUD Project Number or Housing Development Grant or number assigned.
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. 7c. Type of Trade: Same as item 7c. under CPD Programs.7b. Amount of Contract/Subcontract: Same as item 7b. under CPD Programs.

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.7d. Business Racial/Ethnic/Gender Code: Same as item 7d. under CPD Programs.7c. Type of Trade: Same as item 7c. under CPD Programs. 7e. Woman Owned Business: Enter Yes or No.7e. Woman Owned Business: Enter Yes or No.7d. Business Racial/Ethnic/Gender Code: Same as item 7d. under CPD Programs. 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. 7f. Contractor Identification (ID) Number: Same as item 7f. under CPD Programs.7e. Woman Owned Business: Enter Yes or No. 7g. Section 3 Contractor: Enter Yes or No.7g. Section 3 Contractor: Enter Yes or No.7f. Contractor Identification (ID) Number: Same as item 7f. under CPD Programs. 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.
7h. Subcontractor Identification (ID) Number: Same as item 7h. under CPD Programs.7g. Section 3 Contractor: Enter Yes or No. 7i. Section 3 Contractor: Enter Yes or No.7i. Section 3 Contractor: Enter Yes or No.7h. Subcontractor Identification (ID) Number: Same as item 7h. under CPD Programs. 7j. Contractor/Subcontractor Name and Address: Enter this information for each firm receiving contract/subcontract activity only one time on each report for each firm.7j. Contractor/Subcontractor Name and Address: Same as item 7j. under CPD Programs.7i. Section 3 Contractor: Enter Yes or No. 7j. Contractor/Subcontractor Name and Address: Same as item 7j. under CPD Programs.

C-706/25/2024 C8 Page 191 of 384

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

NAME OF CONTRACTOR OR SUBCONTRACTOR ADDRESS OMB No.:1235-0008 Expires: 04/30/2021 PAYROLL NO. FOR WEEK ENDING PROJECT AND LOCATION PROJECT OR CONTRACT NO. (1) (2) (3) (4) DAY AND DATE (5) (6) (7) (9)
(8)

DEDUCTIONS
O
O
O
O
O
O
O
O

NAME AND INDIVIDUAL IDENTIFYING NUMBER
(e.g., LAST FOUR DIGITS OF SOCIAL SECURITY
NUMBER) OF WORKER NO.

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
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)
C-806/25/2024 C8 Page 192 of 384

Date
I,
(Name of Signatory Party) (Title)
do hereby state:
(1) That I pay or supervise the payment of the persons employed by on the (Contractor or Subcontractor)
; that during the payroll period commencing on the
(Building or Work)
day of ,, and ending the day of ,,
all persons employed on said project have been paid the f ull weekly 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 the 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 231 OF TITLE 31 OF THE UNITED STATES CODE.

C-906/25/2024 C8 Page 193 of 384

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-1006/25/2024 C8 Page 194 of 384

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.

C-1106/25/2024 C8 Page 195 of 384

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-1206/25/2024 C8 Page 196 of 384

Record of
Employee Interview
U.S. Department of Housing
and Urban Development
Office of Labor Relations
OMB Approval No. 2501-0009
(exp. 10/31/2010)
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This agency may not collect this information, and you are not required to complete this form, unless it displays a currently valid OMB control number. The information is collected to ensure compliance with the Federal labor standards by recording interviews with construction workers. The information collected will assist HUD in the conduct of compliance monitoring; the information will be used to test the veracity of certified payroll reports submitted by the employer. Sensitive Information. The information collected on this form is considered sensitive and is protected by the Privacy Act. The Privacy Act requires that these records be maintained with appropriate administrative, technical, and physical safeguards to ensure their security and confidentiality. In addition, these records should be protected against any anticipated threats or hazards to their security or integrity that could result in substantial harm, embarrassment, inconvenience, or unfairness to any individual on whom the information is maintained. The information collected herein is voluntary, and any information provided shall be kept confidential. 1a. Project Name 2a. Employee Name
1b. Project Number 2b. Employee Phone Number (including area code) 1c. Contractor or Subcontractor (Employer) 2c. Employee Home Address & Zip Code 2d. Verification of identification?
Yes No
3a. How long on this
job?
3b. Last date on this
job before today?
3c. No. of hours last
day on this job?
4a. Hourly rate of pay? 4b. Fringe Benefits? 4c. Pay stub? Vacation Yes No Yes No
Medical Yes No
Pension Yes No

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

6.Your duties

7. Tools or equipment used

Y N Y N

8. Are you an apprentice or trainee?10. Are you paid at least time and ½ for all hours worked in excess of 40 in a week?

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

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

14. Remarks
15a. Interviewer name (please print) 15b. Signature of Interviewer 15c. Date of interview Payroll Examination

16. Remarks
17a. Signature of Payroll Examiner 17b. Date
Previous editions are obsolete Form HUD-11 (08/2004)
C-1306/25/2024 C8 Page 197 of 384

Instructions
General:

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

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

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

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

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

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

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

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

C-1406/25/2024 C8 Page 198 of 384

SECTION 3 WORK FORCE BREAKDOWN
**To be completed by Contractor at the completion of project** Company Name: __________________________________________________ Address: __________________________ Primary Contact: ____________________________ __________________________ Contact Phone Number: ______________________ Project Title: ________________________________________ Employment and Training
Job Category
TOTAL

ESTIMATED

POSITIONS

NEED FOR

PROJECT
TOTAL

POSITIONS

OCCUPIED BY

PERMANENT

EMPLOYEES

NUMBER OF

POSITIONS NOT

OCCUPIED

NUMBER OF

POSITIONS TO BE

FILLED WITH
SECTION 3
RESIDENTS*
Administrative Staff:

Professionals
Technicians
Office/Clerical
Other Admin Staff
Construction by Trade
(list trade below):
*Section 3 Resident: Public housing resident of the City of Vista who qualifies as a low-income person. HUD defines a low-income person as one whose household income does not exceed 80% of the median income for the region, with adjustments for family size.

C-1506/25/2024 C8 Page 199 of 384

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-1606/25/2024 C8 Page 200 of 384

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-1706/25/2024 C8 Page 201 of 384

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-1806/25/2024 C8 Page 202 of 384

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-1906/25/2024 C8 Page 203 of 384

SECTION 3 COMPLIANCE GUIDE

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

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

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

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

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

San Diego County Income Limits
Effective April 1, 2018
FAMILY
SIZE
80% of AMI* 50% of AMI* 30% of AMI*
Low Income Very Low Income Extremely Low Income
1 54,500 34,100 20,450
2 62,300 38,950 23,400
3 70,100 43,800 26,300
4 77,850 48,650 29,200
5 84,100 52,550 31,550
6 90,350 56,450 33,900
7 96,550 60,350 38,060
8 102,800 64,250 42,380
C-2006/25/2024 C8 Page 204 of 384

What is a Section 3 business?
It is a business that is owned by Section 3 residents or Employs Section 3 residents in full-time positions or subcontracts with businesses, which provide economic opportunities to low income persons. A business seeking to qualify for a Section 3 contracting preference shall certify or submit evidence, if requested, that the business concern is a Section 3 qualified business under 24 CFR Part 135.

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

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

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

C-2106/25/2024 C8 Page 205 of 384

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

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

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

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

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

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

Assistant Secretary for Fair Housing and Equal Opportunity U.S. Department of Housing and Urban Development
451 Seventh Street, S.W.,
Room 5100
Washington, D.C. 20410-2000
C-2206/25/2024 C8 Page 206 of 384

A written complaint should contain:
Name and address of the person filing the complaint
Name and address of subject of complaint (HUD recipient or contractor) Description of acts or omissions in alleged violation of Section 3 Statement of corrective action sought
C-2306/25/2024 C8 Page 207 of 384

January 2012
Previous versions obsolete
U.S. Department of Housing
and Urban Development
Labor Relations Desk Guide
LR01.DG

DAVIS-BACONLABOR STANDARDS
A Contractor’s Guide
to Prevailing Wage Requirements
for Federally-Assisted Construction Projects
C-2406/25/2024 C8 Page 208 of 384

i

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

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

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

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

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

Visit the Office of Labor Relations on-line:
http://www.hud.gov/offices/olr
Obtain additional copies of this Guide and other publications at our website or by telephone from HUD’s Customer Service Center at (800)767-7468.

C-2506/25/2024 C8 Page 209 of 384

iii

TABLE OF CONTENTS
INTRODUCTION ................................................................................................................i CHAPTER 1 LAWS, REGULATIONS, CONTRACTS
AND RESPONSIBILITIES .................................................................1-1 1-1 DAVIS-BACON AND OTHER LABOR LAWS. .......................................................1-1 a. The Davis-Bacon Act (DBA) ...............................................................................1-1 b. The Contract Work Hours and Safety Standards Act (CWHSSA) ......................1-1 c. The Copeland Act (Anti-Kickback Act)................................................................1-2 d. The Fair Labor Standards Act (FLSA) ................................................................1-2 1-2 DAVIS-BACON REGULATIONS .............................................................................1-2 1-3 CONSTRUCTION CONTRACT PROVISIONS .......................................................1-2 1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR ......................................1-3 1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR .................................1-4 CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS
AND PAYROLL REPORTING REQUIREMENTS .............................2-1

SECTION - I THE BASICS
2-1 THE WAGE DECISION ...........................................................................................2-1 a. The work classifications and wage rates ............................................................2-1 b. Posting the wage decision..................................................................................2-2 2-2 ADDITIONAL “TRADE” CLASSIFICATIONS AND WAGE RATES .......................2-2 a. Additional classification rules .............................................................................2-2 b. Making the request .............................................................................................2-3 c. HUD review ........................................................................................................2-3 d. DOL decision ......................................................................................................2-3 2-3 CERTIFIED PAYROLL REPORTS ..........................................................................2-4 a. Payroll formats ...................................................................................................2-4 b. Payroll certifications ...........................................................................................2-4 c. “No work” payrolls ..............................................................................................2-4 d. Payroll review and submission ...........................................................................2-5 e. Payroll retention .................................................................................................2-5 f. Payroll inspection ...............................................................................................2-5 2-4 DAVIS-BACON DEFINITIONS ................................................................................2-5 a. Laborer or mechanic ..........................................................................................2-5 b. Employee ...........................................................................................................2-6 c. Apprentices and trainees....................................................................................2-6 d. Prevailing wages or wage rates .........................................................................2-7 e. Fringe benefits....................................................................................................2-7 f. Overtime .............................................................................................................2-7 g. Deductions .........................................................................................................2-8 h. Proper designation of trade ................................................................................2-8 i. Site of work.........................................................................................................2-8 C-2606/25/2024 C8 Page 210 of 384

iv

SECTION - II REPORTING REQUIREMENT
2-5 COMPLETING A PAYROLL REPORT ....................................................................2-9 a. Project and contractor/subcontractor information...............................................2-9 b. Employee information.........................................................................................2-9 c. Work classification ..............................................................................................2-9 d. Hours worked .....................................................................................................2-10 e. Rate of pay .........................................................................................................2-10 f. Gross wages earned ..........................................................................................2-10 g. Deductions .........................................................................................................2-11 h. Net pay ...............................................................................................................2-11 i. Statement of compliance ....................................................................................2-11 j. Signature ............................................................................................................2-11

SECTION III - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS .......................................................................................2-12 a. On-site interviews ...............................................................................................2-12 b. Project payroll reviews .......................................................................................2-12 2-7 TYPICAL PAYROLL ERRORS AND REQUIRED CORRECTIONS .......................2-12 a. Inadequate payroll information ...........................................................................2-12 b. Missing identification numbers ...........................................................................2-12 c. Incomplete payrolls ............................................................................................2-13 d. Classifications ....................................................................................................2-13 e. Wage Rates ........................................................................................................2-13 f. Apprentices and trainees....................................................................................2-13 g. Overtime .............................................................................................................2-13 h. Computations .....................................................................................................2-13 i. Deductions .........................................................................................................2-13 j. Fringe benefits....................................................................................................2-14 k. Signature ............................................................................................................2-14 l. On-site interview comparisons ...........................................................................2-14 m. Correction certified payroll..................................................................................2-14 2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES .............................................2-14 a. Notification..........................................................................................................2-14 b. Computing wage restitution ................................................................................2-15 c. Correction certified payrolls ................................................................................2-15 d. Review of correction CPR ..................................................................................2-15 e. Unfound workers ................................................................................................2-15 C-2706/25/2024 C8 Page 211 of 384

v
CHAPTER 3 LABOR STANDARDS DISPUTES, ADMINISTRATIVE

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

APPENDICIES
ACRONYMS AND SYMBOLS ...........................................................................................A-1 DAVIS-BACON - RELATED WEB SITES* ........................................................................A-2 HUD-4720, Project Wage Rate Sheet ..............................................................................A-3 WH-347, Payroll Form/Statement of Compliance ..........................................................A-4 C-2806/25/2024 C8 Page 212 of 384

1-1
CHAPTER 1 LAWS, REGULATIONS, CONTRACTS

AND RESPONSIBILITIES
The following paragraphs describe what the labor standards laws and regulations actually say and what they mean to you on HUD projects:
1-1 DAVIS-BACON AND OTHER LABOR LAWS.
a.The Davis-Bacon Act (DBA). The Davis-Bacon Act requires the payment of prevailing wage rates (which are determined by the U.S. Department of Labor) to all laborers and mechanics on Federal government and District of Columbia construction projects in excess of $2,000. Construction includes alteration and/or repair, including painting and decorating, of public buildings or public works.
b.The Contract Work Hours and Safety Standards Act (CWHSSA). CWHSSA requires time and one-half pay for overtime (O/T) hours (over 40 in any workweek) worked on the covered project. The CWHSSA applies to both direct Federal contracts and to indirect Federally-assisted contracts except where the assistance is solely in the nature of a loan guarantee or insurance. CWHSSA violations carry a liquidated damages penalty ($10/day per violation). Intentional violations of CWHSSA standards can be considered for Federal criminal prosecution.

CWHSSA does not apply to prime contracts of $100,000 or less. In addition, some HUD projects are not covered by CWHSSA because some HUD programs only provide loan guarantees or insurance. CWHSSA also does not apply to construction or rehabilitation contracts that are not subject to Federal prevailing wage rates (e.g., Davis-Bacon wage rates, or HUD-determined rates for operation of public housing and Indian block grant- assisted housing). However, even though CWHSSA overtime pay is not required, Fair Labor Standards Act (FLSA) overtime pay is probably still applicable. (See also Labor Relations Letter SL-95-01, CWHSSA Coverage threshold for overtime and health and safety provision, available on-line at the HUD Labor Relations Library at: www.hud.gov/ offices/olr/library.cfm)
Most HUD construction work is not covered by the DBA itself since HUD seldom contracts directly for construction services. Most often, if Davis-Bacon wage rates apply to a HUD project it is because of a labor provision contained in one of HUD’s “Related Acts” such as the U. S. Housing Act of 1937, the National Housing Act, the Housing and Community Development Act of 1974, the National Affordable Housing Act of 1990, and the Native American Housing Assistance and Self-Determination Act of 1996. The Related Acts are often referred to as the Davis-Bacon and Related Acts or DBRA.

C-2906/25/2024 C8 Page 213 of 384

1-2
c.The Copeland Act (Anti-Kickback Act). The Copeland Act makes it a Federal crime for anyone to require any laborer or mechanic (employed on a Federal or Federally- assisted project) to kickback (i.e., give up or pay back) any part of their wages. The Copeland Act requires every employer (contractors and subcontractors) to submit weekly certified payroll reports (CPRs) and regulates permissible payroll deductions. d.The Fair Labor Standards Act (FLSA). The FLSA contains Federal minimum wage rates, overtime (O/T), and child labor requirements. These requirements generally apply to any labor performed. The DOL has the authority to administer and enforce FLSA.

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

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

Part 5 covers the labor standards provisions that are in your contract relating to Davis- Bacon Act wage rates and the responsibilities of contractors and contracting agencies to administer and enforce the provisions. Part 6 provides for administrative proceedings enforcing Federal labor standards on construction and service contracts. Last, Part 7 sets parameters for practice before the Administrative Review Board. These regulations are used as the basis for administering and enforcing the laws. 1-3 CONSTRUCTION CONTRACT PROVISIONS
Each contract subject to Davis-Bacon labor standards requirements must contain labor standards clauses and a Davis-Bacon wage decision. These documents are normally bound into the contract specifications.
a.The labor standards clauses. The labor standards clauses describe the responsibilities of the contractor concerning Davis-Bacon wages and obligate the contractor to comply with the labor requirements. The labor standards clauses also provide for remedies in the event of violations, including withholding from payments due to the contractor to ensure the payment of wages or liquidated damages which may be found due. These contract clauses enable the contract administrator to enforce the Federal labor standards applicable to the project. HUD has standard forms that contain contract clauses. For example, the HUD-2554, Supplementary Conditions to the Contract for Construction, which is issued primarily for FHA multifamily housing and other construction projects DOL Regulations are available on-line on the World Wide Web:
http://www.dol.gov/dol/allcfr/Title_29.htm
C-3006/25/2024 C8 Page 214 of 384

1-3
administered by HUD; the HUD-4010, Federal Labor Standards Provisions, which is used for CDBG and HOME projects, and the HUD-5370, General Conditions of the Contract for Construction or the HUD-5370-EZ (construction contracts ≤$100,000) which are used for Public and Indian Housing projects.
b.Davis-Bacon Wage Decisions. The Davis-Bacon wage decision (or wage determination) is a listing of various construction work classifications, such as Carpenter, Electrician, Plumber and Laborer, and the minimum wage rates (and fringe benefits, where prevailing) that people performing work in those classifications must be paid.

Davis-Bacon wage decisions are established by the DOL for various types of construction (e.g., residential, heavy, highway) and apply to specific geographic areas, usually a county or group of counties. Wage decisions are modified from time to time to keep them current. In most cases, when the contract is awarded or when construction begins, the wage decision is “locked-in” and no future modifications are applicable to the contract or project involved.
1-4 RESPONSIBILITY OF THE PRINCIPAL CONTRACTOR
The principal contractor (also referred to as the prime or general contractor) is responsible for the full compliance of all employers (the contractor, subcontractors and any lower-tier subcontractors) with the labor standards provisions applicable to the project. Because of the contractual relationship between a prime contractor and his/her subcontractors, subcontractors generally should communicate with the contract administrator only through the prime contractor. (See Contract Administrator, below.) To make this Guide easier to understand, the term “prime contractor” will mean the principal contractor; “subcontractor” will mean all subcontractors including lower-tier subcontractors; and the term “employer” will mean all contractors as a group, including the prime contractor and any subcontractors and lower-tier subcontractors.

HUD program labor standards forms are available on-line at:
www.hud.gov/offices/adm/hudclips/index.cfm
All current Davis-Bacon wage decisions can be accessed on-line at no cost at:
http://www.wdol.gov
C-3106/25/2024 C8 Page 215 of 384

1-4
1-5 RESPONSIBILITY OF THE CONTRACT ADMINISTRATOR.

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

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

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

C-3206/25/2024 C8 Page 216 of 384

2-1
CHAPTER 2 HOW TO COMPLY WITH LABOR STANDARDS

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

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

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

If you don’t have it already (and by now you should), you’ll want to get a copy of the applicable Davis-Bacon wage decision.
a. The work classifications and wage rates. A Davis-Bacon wage decision is simply a listing of different work classifications and the minimum wage rates that must be paid to anyone performing work in those classifications. You’ll want to make sure that the work classification(s) you need are contained in the wage decision and make certain you know exactly what wage rate(s) you will need to pay. Some wage decisions cover several counties and/or types of construction work (for example, residential and commercial work) and can be lengthy and difficult to read. Contact the contract administrator (HUD Labor Relations field staff or local agency staff) if you have any trouble reading the wage decision or finding the work classification(s) you need.

To make reading lengthy wage decisions easier for you, the contract administrator may prepare a Project Wage Rate Sheet (HUD-4720). This Sheet is a one-page transcript that will show only the classifications and wage rates for a particular project. A blank copy of a Project Wage Rate Sheet is provided for you in the appendix. Also, a fillable version of this form is available on-line at HUDClips (see web address in the Appendix). Contact the contract administrator monitoring your project for assistance with a Project Wage Rate Sheet.

Remember, the wage decision is contained in the contract specifications along with the labor standards clauses. See 1-3, Construction Contract Provisions.

C-3306/25/2024 C8 Page 217 of 384

2-2
b. Posting the wage decision. If you are the prime contractor, you will be responsible for posting a copy of the wage decision (or the Project Wage Rate Sheet) and a copy of the DOL Davis-Bacon poster titled Employee Rights under the Davis-Bacon Act (Form WH- 1321) at the job site in a place that is easily accessible to all of the construction workers employed at the project and where the wage decision and poster won’t be destroyed by wind or rain, etc. The Employee Rights under the Davis-Bacon Act poster is available in English and Spanish on-line at HUDClips (see address in the Appendix). 2-2 ADDITIONAL “TRADE” CLASSIFICATIONS AND WAGE RATES.

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

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

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

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

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

The Employee Rights under the Davis-Bacon Act poster (WH-1321) replaces the Notice to all Employees. The new poster is available in English and Spanish on-line at HUDClips (see address in the Appendix).

C-3406/25/2024 C8 Page 218 of 384

2-3
b. Making the request. A request for additional classification and wage rate must be made in writing through the contract administrator. (If the contract administrator is a local agency, the agency will send the request to the HUD Labor Relations staff.) If you are a subcontractor, your request should also go through the prime contractor. All you need to do is identify the work classification that is missing and recommend a wage rate (usually the rate that employer is already paying to the employees performing the work) for that classification. You may also need to describe the work that the new classification will perform.
c. HUD review. The HUD Labor Relations field staff will review the requested classification and wage rate to determine whether the request meets the DOL rules outlined in paragraph 2-2(a), above. If additional information or clarification is needed, the staff will contact the prime contractor (or contract administrator for local agency projects) for more information, etc. If the Labor Relations review finds that the request meets the rules, the staff will give preliminary approval on the request and refer it to the DOL for final approval. The staff will send to you a copy of the preliminary approval/referral letter to the DOL.

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

If the DOL does not approve the request, you will be notified about what classification and wage rate should be used for the work in question. You will also receive instructions about how to ask for DOL reconsideration if you still want to try to get your recommendation approved.

It’s always a good idea to talk to the contract administrator before submitting an additional classification and wage rate request. The contract administrator can offer suggestions and advice that may save you time and increase the likelihood that DOL will approve your request. Usually, the contract administrator can give you an idea about what the DOL will finally decide.

C-3506/25/2024 C8 Page 219 of 384

2-4
2-3 CERTIFIED PAYROLL REPORTS.

You’ll need to submit a weekly certified payroll report (CPR) beginning with the first week that your company works on the project and for every week afterward until your firm has completed its work. It’s always a good idea to number the payroll reports beginning with #1 and to clearly mark your last payroll for the project “Final.” a. Payroll formats. The easiest form to use is DOL’s WH-347, Payroll. A sample copy of the WH-347 is included in the back of this Guide. You may access a fillable version of the WH-347 on-line at HUDClips (see web address in the Appendix). Also, the contract administrator can provide a few copies of the WH-347 that you can reproduce. b. Payroll certifications. The weekly payrolls are called certified because each payroll is signed and contains language certifying that the information is true and correct. The payroll certification language is on the reverse side of the WH-347. If you are using another type of payroll format you may attach the certification from the back of the WH- 347, or any other format which contains the same certification language on the WH-347 (reverse).
c. “No work” payrolls. “No work” payrolls may be submitted whenever there is a temporary break in your work on the project, for example, if your firm is not needed on the project right now but you will be returning to the job in a couple of weeks. (See tip box, for “no work” payroll exemption!) However, if you know that your firm will not be working on the project for an extended period of time, you may wish to send a short note to the contract administrator to let them know about the break in work and to give an approximate date when your firm will return to the project. If you number payrolls consecutively or if you send a note, you do not need to send “no work” payrolls.

You are not required to use Payroll form WH-347. You are welcome to use any other type of payroll, such as computerized formats, as long as it contains all of the information that is required on the WH-347.

DOL’s website has Payroll Instructions and the Payroll form WH-347 in a “fillable” PDF format at this address:
www.dol.gov/whd/forms/wh347.pdf
If you number your payroll reports consecutively, you do not need to submit “no work” payrolls!
C-3606/25/2024 C8 Page 220 of 384

2-5
d. Payroll review and submission. The prime contractor should review each subcontractor’s payroll reports for compliance prior to submitting the reports to the contract administrator.

Remember, the prime contractor is responsible for the full compliance of all subcontractors on the contract and will be held accountable for any wage restitution that may be found due to any laborer or mechanic that is underpaid and for any liquidated damages that may be assessed for overtime violations. All of the payroll reports for any project must be submitted to the contract administrator through the prime contractor. e. Payroll retention. Every contractor (including every subcontractor) must keep a complete set of their own payrolls and other basic records such as employee addresses and full SSNs, time cards, tax records, evidence of fringe benefit payments, for a Davis-Bacon project for at least 3 years after the project is completed. The prime contractor must keep a complete set of all of the payrolls for every contractor (including subcontractors) for at least 3 years after completion of the project.
f. Payroll inspection. In addition to submitting payrolls to the contract administrator, every contractor (including subcontractors) must make their own copy of the payrolls and other basic records available for review or copying to any authorized representative from HUD or from DOL.
2-4 DAVIS-BACON DEFINITIONS.

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

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

2. Exclusions. People whose duties are primarily administrative, executive or clerical are not laborers or mechanics. Examples include superintendents, office staff, timekeepers, messengers, etc. (Contact the contract administrator if you have any questions about whether a particular employee is excluded.) An alert prime contractor that reviews subcontractor payroll submissions can detect any misunderstandings early, prevent costly underpayments and protect itself from financial loss should underpayments occur.

C-3706/25/2024 C8 Page 221 of 384

2-6
b. Employee. Every person who performs the work of a laborer or mechanic is “employed” regardless of any contractual relationship which may be alleged to exist between a contractor or subcontractor and such person. This means that even if there is a contract between a contractor and a worker, the contractor must make sure that the worker is paid at least as much as the wage rate on the wage decision for the classification of work they perform. Note that there are no exceptions to the prevailing wage requirements for relatives or for self-employed laborers and mechanics.
c. Apprentices and trainees. The only workers who can be paid less than the wage rate on the wage decision for their work classification are “apprentices” and “trainees” registered in approved apprenticeship or training programs. Approved programs are those which have been registered with the DOL or a DOL-recognized State Apprenticeship Council (SAC).

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

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

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

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

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

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

Labor Relations Letters and other helpful Labor Relations publications are available at HUD’s Labor Relations web site (see the list of web site addresses in the Appendix).

C-3806/25/2024 C8 Page 222 of 384

2-7
d.Prevailing wages or wage rates. Prevailing wage rates are the wage rates listed on the wage decision for the project. The wage decision will list a minimum basic hourly rate of pay for each work classification. Some wage decisions include fringe benefits which are usually listed as an hourly fringe rate. If the wage decision includes a fringe benefit rate for a classification, you will need to add the fringe benefit rate to the basic hourly rate unless you provide bona fide fringe benefits for your employees.

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

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

If the weekly piece rate earnings are not sufficient, the employer must recompute weekly earnings based upon the actual hours worked and the rate on the wage decision for the work classification(s) involved. e.Fringe benefits Fringe benefits can include health insurance premiums, retirement contributions, life insurance, vacation and other paid leave as well as some contributions to training funds. Fringe benefits do not include employer payments or contributions required by other Federal, State or local laws, such as the employer’s contribution to Social Security or some disability insurance payments.
f.Overtime. Overtime hours are defined as all hours worked on the contract in excess of 40 hours in any work week. Overtime hours must be paid at no less than one and one- half times the regular rate of basic pay plus the straight-time rate of any required fringe benefits.

Note that the total hourly wage rate paid to any laborer or mechanic (basic wage or basic wage plus fringe benefits) may be no less than the total wage rate (basic wage or basic wage plus fringe benefits) on the wage decision for their craft. If the value of the fringe benefit(s) you provide is less than the fringe benefit rate on the wage decision, you will need to add the balance of the wage decision fringe benefit rate to the basic rate paid to the employee. For example, if the wage decision requires $10/hour basic rate plus $5/ hour fringe benefits, you must pay no less than that total ($15/hour) in the basic rate or basic rate plus whatever fringe benefit you may provide. You can meet this obligation in several ways: you could pay the base wage and fringe benefits as stated in the wage decision, or you could pay $15 in base wage with no fringe benefits, or you could pay $12 basic plus $3 fringe benefits. You can also off-set the amount of the base wage if you pay more in fringe benefits such as by paying or $9 basic plus $6 fringe benefits; as long as you meet the total amount. The amount of the base wage that you may off-set with fringe benefits is limited by certain IRS and FLSA requirements.

C-3906/25/2024 C8 Page 223 of 384

2-8
g.Deductions. You may make payroll deductions as permitted by DOL Regulations 29 CFR Part 3. These regulations prohibit the employer from requiring employees to “kick-back” (i.e., give up) any of their earnings. Allowable deductions which do not require prior DOL permission include employee obligations for income taxes, Social Security payments, insurance premiums, retirement, savings accounts, and any other legally-permissible deduction authorized by the employee. Deductions may also be made for payments on judgments and other financial obligations legally imposed against the employee. h.Proper designation of trade. You must select a work classification on the wage decision for each worker based on the actual type of work he/she performed and you must pay each worker no less than the wage rate on the wage decision for that classification regardless of their level of skill. In other words, if someone is performing carpentry work on the project, they must be paid no less than the wage rate on the wage decision for Carpenters even if they aren’t considered by you to be fully trained as a Carpenter. Remember, the only people who can be paid less than the rate for their craft are apprentices and trainees registered in approved programs.

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

Referring, again, to our example above where the wage decision requiring a $15 total wage obligation ($10 basic wage plus $5 fringe benefits) was met by paying $9 base wage plus $6 fringe benefits: Note that overtime rates must be based on one and one-half times the basic rate as stated on the wage decision. In the above example, the employer must pay for overtime: $15/hr ($9 basic + $6 fringe) plus $5 (one-half of $10, the wage decision basic rate) for a total of $20 per hour.

C-4006/25/2024 C8 Page 224 of 384

2-9

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

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

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

Employers (prime contractors and subcontractors) must maintain the current address and full SSN for each employee and must provide this information upon request to the contracting agency or other authorized representative responsible for federal labor standards compliance monitoring. Prime contractors may require a subcontractor(s) to provide this information for the prime contractor’s records. DOL has modified form WH- 347, Payroll, to accommodate these reporting requirements. c.Work classification. Each employee must be classified in accordance with the wage decision based on the type of work they actually perform.

For many contractors, the Weekly Certified Payroll is the only Davis-Bacon paperwork you need to submit!
C-4106/25/2024 C8 Page 225 of 384

2-10

1. Apprentices or trainees. The first payroll on which any apprentice or trainee appears must be accompanied by a copy of that apprentice’s or trainee’s registration in a registered or approved program. A copy of the portions of the registered or approved program pertaining to the wage rates and ratios shall also accompany the first payroll on which the first apprentice or trainee appears.

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

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

The effective hourly rate must be reflected on the certified payroll and this hourly rate may be no less than the wage rate (including fringe benefits, if any) on the wage decision for the classification of work performed. It does not matter that the effective hourly rate changes from week-to-week, only that the rate is no less than the rate on the wage decision for the classification of work performed. f. Gross wages earned. Show the gross amount of wages earned for work performed on this project. Note: For employees with work hours and earnings on other projects, you may show gross wages for this project over gross earnings all projects (for example, $425.40/$764.85) and base deductions and net pay on the “all projects” earnings.

Remember, the overtime rate is computed at one and one-half times the basic rate of pay plus any fringe benefits. For example, if the wage decision requires $10/hour basic plus $5/hour fringe benefits, the overtime rate would be: ($10 x 1 ½) + $5 = $20/hour.

C-4206/25/2024 C8 Page 226 of 384

2-11
g. Deductions. Show the amounts of any deductions from the gross earnings. “Other” deductions should be identified (for example, Savings Account or Loan Repayment). Any voluntary deduction (that is, not required by law or by an order of a proper authority) must be authorized in writing by the employee or provided for in a collective bargaining (union) agreement. A short note signed by the employee is all that is needed and should accompany the first payroll on which the other deduction appears. h. Net pay. Show the net amount of wages paid.
i. Statement of compliance. The Statement of Compliance is the certification. It is located on the reverse side of a standard payroll form (WH-347). Be sure to complete the identifying information at the top, particularly if you are attaching the Statement of Compliance to an alternate payroll form such as a computer payroll. Also, you must check either 4(a) or 4(b) if the wage decision contains a fringe benefit. Checking 4(a) indicates that you are paying required fringe benefits to approved plans or programs; and 4(b) indicates that you are paying any required fringe benefit amounts directly to the employee by adding the fringe benefit rate to the basic hourly rate of pay. If you are paying a portion of the required fringe benefit to programs and the balance directly to the employee, explain those differences in box 4(c).
j. Signature. Make sure the payroll is signed with an original signature in ink. The payroll must be signed by a principal of the firm (owner or officer such as the president, treasurer or payroll administrator) or by an authorized agent (a person authorized by a principal in writing to sign the payroll reports). Signature authorization (for persons other than a principal) should be submitted with the first payroll signed by such an agent. Signatures in pencil; signature stamps; xerox, pdf and other facsimiles are not acceptable.

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

Written employee authorization is not required for income tax and Social Security deductions.

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

C-4306/25/2024 C8 Page 227 of 384

2-12

SECTION III - PAYROLL REVIEWS AND CORRECTIONS
2-6 COMPLIANCE REVIEWS.

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

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

The following paragraphs describe common payroll errors and the corrective steps you must take.
a. Inadequate payroll information. If an alternate payroll format used by an employer (such as some computer payrolls) is inadequate, e.g., does not contain all of the necessary information that would be on the optional form WH-347, the employer will be asked to resubmit the payrolls on an acceptable form.
b. Missing identification numbers. If the first payroll on which an employee appears does not contain the employee’s individually identifying number, the employer will be asked to supply the missing information. This information can be reported on the next payroll submitted by the employer if the employer is still working on the project. Otherwise, the employer will be asked to submit a correction certified payroll.

C-4406/25/2024 C8 Page 228 of 384

2-13
c. Incomplete payrolls. If the information on the payroll is not complete, for example, if work classifications or rates of pay are missing, the employer will be asked to send a correction certified payroll.
d. Classifications. If the payrolls show work classifications that do not appear on the wage decision, the employer will be asked to reclassify the employees in accordance with the wage decision or the employer may request an additional classification and wage rate (see 2-2). If reclassification results in underpayment (i.e., the wage rate reported on the payroll is less than the rate required for the new classification), the employer will be asked to pay wage restitution to all affected reclassified employees. (see 2-8 for instructions about wage restitution.)
e. Wage rates. If the wage rates on the payroll are less than the wage rates on the wage decision for the work classifications reported, the employer will be asked to pay wage restitution to all affected employees.
f. Apprentices and trainees. If a copy of the employee’s registration or the approved program ratio and wage schedule are not submitted with the first payroll on which an apprentice or trainee appears, the employer will be asked to submit a copy of each apprentice’s or trainee’s registration and/or the approved program ratio and wage schedule. If the ratio of apprentices or trainees to journeymen on the payroll is greater than the ratio in the approved program, the employer will be asked to pay wage restitution to any excess apprentices or trainees. Also, any apprentice or trainee that is not registered in an approved program must receive the journeyman’s wage rate for the classification of work they performed.
g. Overtime. If the employees did not receive at least time and one-half for any overtime hours worked on the project, the following will occur:

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

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

C-4506/25/2024 C8 Page 229 of 384

2-14
j.Fringe benefits. If the wage decision contains fringe benefits but the payroll does not indicate how fringe benefits were paid [neither 4(a) nor 4(b) is marked on the Statement of Compliance], the employer may be asked to submit correction certified payrolls and will be required to pay wage restitution if underpayments occurred. However, if the basic hourly rates for the employees are at least as much as the total wage rate on the wage decision (basic hourly rate plus the fringe benefit rate), no correction is necessary. k.Signature. If the payroll Statement of Compliance is not signed or is missing, the employer will be asked to submit a signed Statement of Compliance for each payroll affected. If the Statement of Compliance is signed by a person who is not a principle of the firm and that person has not been authorized by principle to sign, the employer will be asked to provide an authorization or to resubmit the Statement(s) of Compliance bearing the signature of a principle or other authorized signatory.
l.On-site interview comparisons. If the comparison of on-site interviews to the payrolls indicates any discrepancies (for example, the employee does not appear on the payroll for the date of the interview), the employer will be asked to submit a correction certified payroll report.
m.Correction certified payroll. Any and all changes to data on a submitted payroll report must be reported on a certified correction payroll. In no case will a payroll report be returned to the prime contractor or employer for revision. 2-8 RESTITUTION FOR UNDERPAYMENT OF WAGES.

Where underpayments of wages have occurred, the employer will be required to pay wage restitution to the affected employees. Wage restitution must be paid promptly in the full amounts due, less permissible and authorized deductions. All wages paid to laborers and mechanics for work performed on the project, including wage restitution, must be reported on a certified payroll report.
a.Notification to the Employer/Prime contractor. The contract administrator will notify the employer and/or prime contractor in writing of any underpayments that are found during payroll or other reviews. The contract administrator will describe the underpayments and provide instructions for computing and documenting the restitution to be paid. The employer/ prime contractor is allowed 30 days to correct the underpayments. Note that the prime contractor is responsible to the contract administrator for ensuring that restitution is paid. If the employer is a subcontractor, the subcontractor will usually make the computations and restitution payments and furnish the required documentation through the prime contractor.

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

C-4606/25/2024 C8 Page 230 of 384

2-15
b. Computing wage restitution. Wage restitution is simply the difference between the wage rate paid to each affected employee and the wage rate required on the wage decision for all hours worked where underpayments occurred. The difference in the wage rates is called the adjustment rate. The adjustment rate times the number of hours involved equals the gross amount of restitution due. You may also compute wage restitution by calculating the total amount of Davis-Bacon wages earned and subtracting the total amount of wages paid. The difference is the amount of back wages due. c. Correction certified payrolls. The employer will be required to report the restitution paid on a correction certified payroll. The correction payroll will reflect the period of time for which restitution is due (for example, Payrolls #1 through #6; or a beginning date and ending date). The correction payroll will list each employee to whom restitution is due and their work classification; the total number of work hours involved (daily hours are usually not applicable for wage restitution); the adjustment wage rate (the difference between the required wage rate and the wage rate paid); the gross amount of restitution due; deductions and the net amount actually paid. A properly signed Statement of Compliance must accompany the correction payroll.
d. Review of correction CPR. The contract administrator will review the correction certified payroll to ensure that full restitution was paid. The prime contractor shall be notified in writing of any discrepancies and will be required to make additional payments, if needed, documented on a correction certified payroll within 30 days. e. Unfound workers. Sometimes, wage restitution cannot be paid to an affected employee because, for example, the employee has moved and can’t be located. After wage restitution has been paid to all of the workers who could be located, the employer must submit a list of any workers who could not be found and paid (i.e., unfound workers) providing their names, Social Security Numbers, last known addresses and the gross amount due. In such cases, at the end of the project the prime contractor will be required HUD no longer requires the signature of the employee on the correction payroll to evidence employee receipt of restitution payment. In addition, except in the most extraordinary cases, HUD no longer requires employers to submit copies of restitution checks (certified, cashiers, canceled or other), or employee-signed receipts or waivers.

The contract administrator may communicate directly with a subcontractor when the underpayments are plainly evident and the subcontractor is cooperative. It is best to work through the prime contractor when the issues are complex, when there are significant underpayments and/or the subcontractor is not cooperative. In all cases, the subcontractor must ensure that the prime contractor receives a copy of the required corrective documentation.

C-4706/25/2024 C8 Page 231 of 384

2-16
to place in a deposit or escrow account an amount equal to the total gross amount of restitution that could not be paid because the employee(s) could not be located. The contract administrator will continue attempts to locate the unfound workers for 3 years after the completion of the project. After 3 years, any amount remaining in the account for unfound workers will be credited and/or forwarded by the contract administrator to HUD.

C-4806/25/2024 C8 Page 232 of 384

3-1
CHAPTER 3 LABOR STANDARDS DISPUTES, ADMINISTRATIVE

REVIEWS, WITHHOLDING, DEPOSITS AND ESCROW

ACCOUNTS, AND SANCTIONS
WHAT HAPPENS WHEN THINGS GO WRONG?

3-1 INTRODUCTION.

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

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

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

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

C-4906/25/2024 C8 Page 233 of 384

3-2

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

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

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

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

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

C-5006/25/2024 C8 Page 234 of 384

3-3
3-4 DEPOSITS AND ESCROWS.

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

Deposit/escrow accounts are established for one or more of the following reasons:
a.Where the parties have agreed to amounts of wage restitution that are due but the employer hasn’t furnished evidence yet that all of the underpaid workers have received their back wages, e.g., some of the workers have moved and could not be located. The amount of the deposit is equal to the total gross amount of restitution due to workers lacking payment evidence. As these workers are paid and proper documentation is provided to the contract administrator, amounts corresponding to the documented payments are returned to the depositor. Amounts for any workers who cannot be located are held in the deposit/escrow account for three years and disposed as described in 2-8(f) of this Guide. b.Where underpayments are suspected or alleged and an investigation has not yet been completed. The deposit is equal to the amount of wage restitution and any liquidated damages, if applicable, that are estimated to be due. If the final determination of wages due is less than the amount estimated and placed in the escrow account, the escrow will be reduced to the final amount and the difference will be returned to the depositor.

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

1.If the employer is unable to make the payments to the workers, e.g., lacks the funds necessary, the contract administrator may make disbursements directly to the workers in the net amounts calculated by the employer. The amounts withheld from the workers for tax deduction will be returned to the employer as payments to workers are made. The employer shall be responsible for reporting and transmitting withholdings to the appropriate agencies.

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 1-4, Responsibility of the Principal Contractor, and 2-8, Restitution for Underpayment of Wages.

C-5106/25/2024 C8 Page 235 of 384

3-4

2. If the employer is not cooperating in the resolution, the contract administrator shall make disbursements to the workers in accordance with the schedule of wages due. Amounts for unfound workers will be retained as described above (See 2-8(f) and 3-4(a)).

If the parties do not agree and an administrative hearing is requested, the escrow will be maintained as explained in 3-4(c), below.
c. Where the parties are waiting for the outcome of an administrative hearing that has been or will be requested contesting a final determination of wages due. The deposit shall be equal to the amount of wage restitution and liquidated damages, if applicable, that have been determined due. Once a final decision is rendered, disbursements from the escrow account are made in accordance with the decision. 3-5 ADMINISTRATIVE SANCTIONS.

Contractors and/or subcontractors that violate the labor standards provisions may face administrative sanctions imposed by HUD and/or DOL.

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

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

24.700-24.714.

Remember, if you have any questions or need assistance concerning labor standards requirements help is always available. Contact the contract administrator for the project you’re working on or the HUD Field Labor Relations staff in your area.

C-5206/25/2024 C8 Page 236 of 384

3-5

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

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

Remember, if you have any questions or need assistance concerning labor standards requirements help is always available. Contact the contract administrator for the project you’re working on or the HUD Field Labor Relations staff in your area.

C-5306/25/2024 C8 Page 237 of 384

A-1

ACRONYMS AND SYMBOLS
CDBG - Community Development Block Grant
CFR - Code of Federal Regulations
CPR - Certified Payroll Report
CWHSSA - Contract Work Hours and Safety Standards Act
DBA - Davis-Bacon Act
DBRA - Davis-Bacon and Related Acts
DOL - Department of Labor
FHA - Federal Housing Administration
FLSA - Fair Labor Standards Act
HUD - Housing and Urban Development (Department of)
IHA - Indian Housing Authority
LCA - Local Contracting Agency
LDP - Limited Denial of Participation
O/T - Overtime
PHA - Public Housing Agency
S/T - Straight-time
SAC - State Apprenticeship Council/Agency
TDHE - Tribally-Designated Housing Entity
§ - Section
¶ - Paragraph
C-5406/25/2024 C8 Page 238 of 384

A-2
DAVIS-BACON - RELATED WEB SITES*
HUD Office of Labor Relations:
www.hud.gov/offices/olr
HUD Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR HUDClips (HUD Forms and Publications):
www.hud.gov/offices/adm/hudclips/index.cfm
DOL Davis-Bacon and Related Acts Homepage:
http://www.dol.gov/whd/contracts/dbra.htm
DOL Regulations:
http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR Davis-Bacon Wage Decisions:
www.wdol.gov
DOL Forms:
www.dol.gov/whd/programs/dbra/forms.htm
*Web addresses active as of January 2012
C-5506/25/2024 C8 Page 239 of 384

A-3
Project Wage Rate Sheet U.S. Department of Housing
and Urban Development
Office of Labor Relations
Project Name:Wage Decision Number/Modification Number:

Project Number:Project County:

Work
Classification
Basic
Hourly
Rate (BHR)
Fringe
Benefits
Total
Hourly
Wage Rate
Laborers
Fringe
Benefits
$
Bricklayers $Group #BHR Total Wage
Carpenters $$
Cement Masons $$
Drywall Hangers $$
Electricians $$
Iron Workers $$
Painters $Operators Fringe Benefits:$
Plumbers $Group #BHR Total Wage
Roofers $$
Sheet Metal Workers $$
Soft Floor Workers $$
Tapers $$
Tile Setters $Truck Drivers Fringe Benefits:$
Other Classifications Group #BHR Total Wage
$
$
$
Additional Classifications (HUD Form 4230-A)
Work
Classification
Basic
Hourly
Rate (BHR)
Fringe
Benefits
Total
Hourly
Wage Rate
Date of
HUD Submission
to DOL
Date of
DOL
Approval
$
$
$
C-5606/25/2024 C8 Page 240 of 384

A-
4 C-5706/25/2024 C8 Page 241 of 384

A-
5 C-5806/25/2024 C8 Page 242 of 384

Appendix D:

City of Vista Stormwater Management Permit
Application Form & Reference Information

06/25/2024 C8 Page 243 of 384

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

06/25/2024 C8 Page 244 of 384

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).
06/25/2024 C8 Page 245 of 384

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 ________________________

06/25/2024 C8 Page 246 of 384

Table 1.0 Minimum Construction Best Management Practices (BMPs) Daily
Work

SELECTION GUIDE
3in
d
i
c
a
t
e
s

m
a
n
d
a
t
o
r
y

B
M
P
CA
L
T
R
A
N
S

S
t
o
r
m
w
a
t
e
r

Q
u
a
l
i
t
y
Ha
n
d
b
o
o
k
s
Ca
l
i
f
o
r
n
i
a

S
t
o
r
m
w
a
t
e
r

B
M
P

Ha
n
d
b
o
o
k

(
C
o
n
s
t
r
u
c
t
i
o
n
)
Da
i
l
y

A
c
t
i
v
i
t
i
e
s
Cl
e
a
n
i
n
g

a
n
d

G
r
u
b
b
i
n
g
De
m
o
l
i
t
i
o
n

o
f

P
a
v
e
m
e
n
t
&S
t
r
u
c
t
u
r
e
s
Co
n
s
t
r
u
c
t
i
n
g

A
c
c
e
s
s

R
o
a
d
s
Fo
u
n
d
a
t
i
o
n
s
Sa
w

C
u
t
t
i
n
g
Tr
e
n
c
h
i
n
g
Co
n
d
u
i
t
s

(
O
p
e
n

C
u
t
s
)
Dr
i
l
l
i
n
g
Tu
n
n
e
l
s
Wo
o
d

F
r
a
m
e
St
r
u
c
t
u
r
a
l

S
t
e
e
l
Ma
S
o
n
r
y

a
n
d

C
o
n
c
r
e
t
e
Ro
o
f
i
n
g

a
n
d

C
o
a
t
i
n
g
Co
n
c
r
e
t
e
As
p
h
a
l
t
Ba
s
e

a
n
d

S
u
b
g
r
a
d
e
Gr
a
d
i
n
g
St
o
c
k
p
i
l
i
n
g
Ma
t
e
r
i
a
l

M
i
n
i
n
g

(Sa
n
d

&

A
gg
re
gat
e
)
Ch
a
n
n
e
l

I
m
p
r
o
v
e
m
e
n
t
Wa
t
e
r

a
n
d

S
e
d
i
m
e
n
t
I
m
pou
n
d
m
e
n
t
Ov
e
r

C
r
o
s
s
i
n
g
Un
d
e
r

C
r
o
s
s
i
n
g
Wa
t
e
r
f
r
o
n
t

C
o
n
s
t
r
u
c
t
i
o
n
Ir
r
i
g
a
t
i
o
n

F
a
c
i
l
i
t
i
e
s
Se
e
d
i
n
g

a
n
d

S
o
d
d
i
n
g
Mu
l
c
h
i
n
g
Pl
a
n
t
i
n
g
Ha
b
i
t
a
t

R
e
s
t
o
r
a
t
i
o
n

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
06/25/2024 C8 Page 247 of 384

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

06/25/2024 C8 Page 248 of 384

Table 2.0 Selected Construction Best Management Practices (BMPs) 3 Shown
on
plans?
If not shown on plans, why?
3in
d
i
c
a
t
e
s

ma
n
d
a
t
o
r
y

B
M
P
CA
L
T
R
A
N
S

St
o
r
m
w
a
t
e
r

Q
u
a
l
i
t
y
Ha
n
d
b
o
o
k
s
Ca
l
i
f
o
r
n
i
a

St
o
r
m
w
a
t
e
r

B
M
P

Ha
n
d
b
o
o
k

(C
o
n
s
t
r
u
c
t
i
o
n
)

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

06/25/2024 C8 Page 249 of 384

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
06/25/2024 C8 Page 250 of 384

Appendix E:

Potential Staging and Storage Area Exhibits

06/25/2024 C8 Page 251 of 384

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
Potential Construction Staging and Storage
CIP 891206/25/2024 C8 Page 252 of 384

119 N. Michigan Ave.

Potential Construction Staging and
Storage Area
Public Works Dept. Approval Required
See Section 7.8.4.1 for Details
CIP 8912 - Potential Construction Staging and Storage Area 06/25/2024 C8 Page 253 of 384

Appendix F:

City of Vista Standard Drawings
Complete City of Vista Standard Drawings can be
downloaded here:
https://www.cityofvista.com/home/showpublisheddocument/2 0105/638258993263400000
06/25/2024 C8 Page 254 of 384

Appendix G:

San Diego Regional Standard Drawings (SDRSD)
Complete San Diego Regional Standard Drawings (SDRSD)
can be downloaded here:
https://www.sandiegocounty.gov/content/sdc/dpw/CIP/region al-stds.html
06/25/2024 C8 Page 255 of 384

Appendix H:

Sample Public Notification Documents

06/25/2024 C8 Page 256 of 384

NOTICE

NAME STREET

IMPROVEMENTS

WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista will be constructing storm drain improvements on 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 storm drain 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
06/25/2024 C8 Page 257 of 384

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
06/25/2024 C8 Page 258 of 384

Appendix I:

Project Sign Example

06/25/2024 C8 Page 259 of 384

Construction schedule:
to
Vista City Council

Mayor John Franklin
Deputy Mayor Katie Melendez
Councilmember Joe Green
Councilmember Corinna Contreras
Councilmember Dan O’Donnell

Project financed by: American Rescue Plan Act

MONTE VISTA STORMDRAIN IMPROVEMENT PROJECT
CIP 8912
06/25/2024 C8 Page 260 of 384

Appendix J:

City of Vista Encroachment Permit Application

06/25/2024 C8 Page 261 of 384

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 202306/25/2024 C8 Page 262 of 384

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 ***** 06/25/2024 C8 Page 263 of 384

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 06/25/2024 C8 Page 264 of 384

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 06/25/2024 C8 Page 265 of 384

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 06/25/2024 C8 Page 266 of 384

Appendix K:

EDCO Trash Schedule, VUSD Schedule, NCTD
Route Map

06/25/2024 C8 Page 267 of 384

06/25/2024 C8 Page 268 of 384

06/25/2024 C8 Page 269 of 384

Key: Bold – Non-Student Day VISTA UNIFIED SCHOOL DISTRICT Board Approved: 5/6/2021 *- Minimum Day 2023-2024 School Calendar Board Approved Revision: 5/5/2022 School
Month M T W T F Student
Days
Teacher
Days Key Dates/Explanations
July 3 4 5 6 7
10 11 12 13 14 July 4 - Independence Day (Legal Holiday) 17 18 19 20 21
24 25 26 27 28
31 August 1 2 3 4
12 16
Aug. 10 - District Professional Development Day (Non-Student Day) 7 8 9 10 11 Aug. 11 - District Professional Development Day (Non-Student Day) 14 15 16 17 18 Aug. 14 - Teacher Preparation Day (Non-Student Day) 21 22 23 24 25 Aug. 15 - Site Professional Development Day (Non-Student Day) 28 29 30 31 Aug. 16 - First Day of School
September 1
20 20
4 5 6 7 8 Sept. 4 - Labor Day (Legal Holiday)
11 12 13* 14 15 Sept. 13 - K-8 Staff Development Day (Minimum Day) 18 19 20 21 22
25 26 27 28 29
October 2 3 4 5 6
22 22
9 10 11 12 13 Oct. 19&20 - MVHS Finals (Minimum Days)
16 17 18 19* 20*
23 24 25 26 27
30 31
November 1 2 3
16 16
Nov. 10 - Veteran’s Day (Observed Legal Holiday)
6 7 8 9 10 Nov. 14-17 - K-5 Parent Teacher Conf. (Minimum Days) 13 14* 15* 16* 17* Nov. 15&16 - 6-8 Parent Teacher Conf. (Minimum Day) 20 21 22 23 24 Nov. 20-24 - K-12 Non-Student Days
27 28 29 30 Nov. 23 - Thanksgiving Holiday (Legal Holiday) December 1
14 14
Dec. 18-20 - RBVHS & VHS Finals (Minimum Days)
4 5 6 7 8 Dec. 19&20 - MVHS Finals (Minimum Days)
11 12 13 14 15 Dec. 21-31 - Winter Recess (School Resumes Jan.10) 18* 19* 20* 21 22 Dec. 25 - Christmas Day Observed (Legal Holiday) 25 26 27 28 29
January 1 2 3 4 5
15 17
Jan. 1 - New Year’s Day Observed (Legal Holiday)
8 9 10 11 12 Jan. 1 - Winter Recess (School Resumes Jan.10) 15 16 17 18 19 Jan. 8 - HS Professional Development Day (Non-Student Day) 22 23 24 25 26 Jan. 8 - K-8 Non-Student Day/Non-Staff Day 29 30 31 Jan. 9 - District Professional Development Day (Non-Student Day) Jan. 15 - M.L. King Birthday (Legal Holiday)
February 1 2
18 18
5 6 7 8 9 Feb. 16 - Observed Lincoln’s Birthday (Legal Holiday) 12 13 14 15 16 Feb. 19 - President’s Day (Legal Holiday) 19 20 21 22 23 Feb. 20 - Non-Student Day/Non-Staff Day
26 27 28* 29 Feb. 28 - K-8 Staff Development Day (Minimum Day) March 1
21 21
4 5 6 7 8 Mar. 13&14 - 6-8 Parent/Teacher Conf. (Minimum Day) 11 12 13* 14* 15* Mar. 14&15 - MVHS Finals (Minimum Day) 18 19 20 21 22
25 26 27 28 29
April 1 2 3 4 5
17 17
8 9 10 11 12 Apr. 1-5 - Spring Break
15 16 17 18 19
22 23 24 25 26
29 30
May 1 2 3
22 22
6 7 8 9 10 May 27 - Memorial Day (Legal Holiday)
13 14 15 16 17
20 21 22 23 24
27 28 29 30 31
June 3* 4* 5* 6 7
3 3
Jun. 3-5 RBV/VHS Finals (Minimum Days)
10 11 12 13 14 Jun. 4&5 - MVHS Finals (Minimum Days)
17 18 19 20 21 June 5 - Last Day of School (Minimum Day - All) 24 25 26 27 28 Jun. 19 - Juneteenth Observed (Legal Holiday) 180 STUDENT DAYS
06/25/2024 C8 Page 270 of 384

06/25/2024 C8 Page 271 of 384

06/25/2024 C8 Page 272 of 384

06/25/2024 C8 Page 273 of 384

Appendix L:

Project Location and As-Built Plans
06/25/2024 C8 Page 274 of 384

Project Location
1101 Monte Vista Dr.

Vista, CA 92084
CIP 8912 - Project Location
06/25/2024 C8 Page 275 of 384

GENERAL NOTES IMPR 0 VEMENT PLANS FOR: LEGEND

1. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE COV CITY OF VISTA S7D. DRAWING WORK SHOWN ON THIS PLAN. THE PERMIT CAN BE OBTAINED AT THE CITY OF VID - VISTA IRRIGA 77ON DISTRICT STD. DRAWING:

DEVELOPMENT SERVICES CENTER, 200 CIVIC CENTER DRIVE, VISTA, CA. 92084 -6275 A SDRSD SAN DIEGO REGIONAL STD. DRAWING PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE WORK.

THE PERMJTEE SHALL GIVE N077CE TO THE CITY OF VISTA ENGINEERING INSPECTION DESCRIPTION STANDARD SYMBOL DEPARTMENT FOR A PRECONSTRUC710N CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITHOUT PROPER INSPEC77ON WILL BE SUBJECT TO REJECTION. PHONE: (760)639 -6113 FOR INSPEC770N. PROPERTY LINE EXIS77NG LOT LINE

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE LOCA77ON AND PR07EC77ON OF ALL YMAP SHEEN' INDEX: U71LI71ES. FOR LOCA77ON OF UNDERGROUND U77U7IES, OR FOR EMERGENCY ASSISTANCE E = xa r EXISTING WATERLINE W CALL:
1 , k
1 - m .r EXIS77NG ELECTRIC E
SEE SHEET 3 1 TITLE sHET? - 18 SEWER IAIPIQOYEM'lYTs - L /NE c P, VrA ,olv UNDERGROUND SERVICE ALERT 800 422 -4133 }
ya "
2 NOTES 1P SEW IMPROVEMENTS L I YE C - P,[A VISTA ,?NF -; ;' 6 STORM _ DRAIN p
y
4 UNDERGROUND SERVICE ALERT SDG &E 800 227 2600' 3 INDEX MAP 2D SrWkR* IMPROViMFNT,S L7N C & E - AI.A VISTAP PRIME & NAT'A,C WAY a „ SAN DIEGO GAS & ELECTRIC EMERGENCY 800 411 7343 8 STORM DRAINItERM4 .DETAILS 2 SEWER / PRaVE IENTS - t /Nf D - ME'RCAN7YC • STREETPY611P unACIFICBELLTELEPHONECO. (EMERGENCY) DIAL -aSEWIP0 _ - _ -- 6.,@. 5 STORM DRAIN IMPROVEMENTS LINE B & B-1 22 ER M R VEMCNTS L I lf F ` -RCN T 3 j Y = ' r -: i ; : . _ SUBDRA/NVISTAJRRIGA7INDISTRICT (EN G. DEPT 760 597 -3116 /N 0 S Rol" O D C G 6 STORM DRAIN IMPROVEMENTS LINE C C -1 & C -2 23 EROSION AND SF01MENTARON ON - : . 4: . lvor s Er rs _. . VISTA IRRIGATION DISTRICT (EMERGENCY) (760) 597 -3131 _ f SEWER MANHOLE 4 0 / Y 760 599 -6063 7 STORM DRAIN IMPROVEMENTS UNE C Z ER SON AND `SEDIMINTATROM CONTROL RAN a; { ° . 1 n COX CABLE (EMERGENCY) C ) 5_ p F
171
ADELPHIA COMMUNICA 77ONS EMERGENCY 760 438 - 7741 8 STORM DRAIN IMPROVEMENTS, LINE C, C -3 & D ?5 PHgSE 1 - CONSTRUC710N PAY z ..( 8 SEWER MAINEMERGENCY) ( ) rt C.l1Y OF V? TA MAIN NUMBER 760 726 -1340 - _ yx :a AS ( ) ( ) 9 STORM DRAIN IMPROVEMENTS, LINE E, E 1 & E 2 ; ; _ _ . µ .. :> _ r.. a ,.. CITY OF VISTA ENG. DEPT. DIRECT LINE 760 639-6111 1O SEWERMAIN10STORMDRAINIMPROVEMENTSLINEFGHdoJ tea_ CITY OF VISTA AFTER HOURS EMERGENCY DISPATCH FOR SEWER IMPROVEMENTS UNE K L & M 11 STORM DRAIN /MPR 1 CA TCHBASINSPILLSORSTORMDRAINCONTAMINATIONCALLRHO. FIRE DISPATCH ` ° - } - EMERGENCY) (858) 756 -3006 12 STORM DRAIN IMPROVEMENTS LINE A N -1 & V } 4. f; . 4- ',..., 13 STORM DRAIN IMPROVEMENTS UNE 0y r CA TCH
BASIN J. ALL WORK SHALL BE DONE IN ACCORDANCE WI7H THESE PLANS THE STANDARD - - 14 STORM DRAIN .IMPROVEMENTS LIVE 0 1, 0 2, 0 3 & U CURBINLETSPECIFICA770NSFORPUBLICWORKSCONSTRUCTION, AND THE SAN DIEGO SPECIAL _ 15 STORM DRAIN IMPROVEMENTS LINE 0 3, P, Q, R, S, & T _ SUPPLEMENT TO 7HE STANDARD SPECIf7CAT10NS FOR PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED. 16 GRADING PLAN ,,- -# a 7 PCC
SWALE 17 SEWER
IMPROVEMENTS 4. THE STRUCTURAL SEC71ON OF THE STREETS SHALL BE DESIGNED BASED ON R VALUES ry "= rt - a. RUR,r¢ FINISHED GROUND CONTOUR
440 OF SOILS AND ON A T.J. OF 6. MINIMUM SEC77ON SHALL BE 4' A.C. ON 8' CLASS 2 f
i x.ri , BASE. STRUCTURAL SECTIONS DESIGN SHALL BE APPROVED BY THE CITY ENGINEER - EXISTING GROUND CONTOUR PRIOR TO CONSTRUCTION. ALL DR/ VE'WA Y APRONS, CURB & GUTTER, AND SIDEWALKS L Q PROPOSED CUT FILL SLOPE 2. I WI7H AN R VALUE LESS THAN 25 MUST HAVE MINIMUM OF 6 D.G. OR EQUAL. _ VID
NOTES ' 5. ,AS -BULL r DRAWING(S) HALL BE SUBMITTED BY THE ENGINEER OF WORK AND may` _. .. I N 1 T 400.
50TW
L• FUTURE SPOTELEVATIONSAPPROVEDBYTHECITYENGINEERPRIORTOTHEACCEPTANCEOFTHEIMPROVEMENTS. 4. 400. 007F SEPARATE "AS- BUILT' DRAWINGS SHALL BE SUBMITTED' FOR 7HE STREET UGH71NG 1. THE DISTRICT'S APPROVAL GIVEN HERE IS NOT AN APPROVAL TO BEGIN THE INSTALLATION OR CONSTRUCRONOF O SYSTEM. WATER FACIL171ES, APPROVAL FOR THE INSTALLATION OR CONSTRUCTION OF THE WATER FACILITIES IS ONLY GIVEN CONS7RUC110N CONTRACT AND PAYMENT OF
ALL SOLDIER PILE •WALL. (BY SEPARATE
PERMIT) AFTER PROPER APPLICATION AND /OR EXECU71ON OF A TOPOG]UPII Y SOURCE 6. STREET TREES IN NEW DEVELOPMENTS ARE TO BE PLANTED AT A MINIMUM OF EVERY APPLICATIONS AND OR THE CONSTRUCTIONCONTRACTAPPLICABLEFEESTOTHEDIS1RlCT. TO BE ACCEPTED THE ,` . . FORTY FEET OR ONE (1) TREE PER LOT WHICH EVER IS GREATER. MUST BE SIGNED BY THE GENERAL MANAGER. TOMLL SURVEYING. MAPPING & GJS SERVICES RETAINING WALL (BY SEPARATE PERMIT) 8799 BALBOA AVENUE SUITE140ZPRIORTOCONSTRUC710NOFSTREETLIGHTSAPLANON24x36SHEETSAPPROVED2. ANY WATER FACILITIES THAT WILL BE UNDER THE JURISDICTION OF THE DISTRICT SHALL BE CONSTRUCTED IN yY, eSr , C O.T STREETINDEX EXISTING RETAINING WALL ( REMOVE} BY SAN DIEGO GAS & ELECTRIC SHOWING EXACT PLACEMENT OF ALL STREET LIGHTS, ACCORDANCE WMTH THE PLANS SIGNED BY THE DISTRICT AND W1TH 7HE DISTRICT'S STANDARD CONSTRUCTION SAN DIEGO, CA., 92123 - 1562 PULL BOXES, SIZE AND LOCA77ON OF CONDUITS AND SOURCES OF POWER SHALL BE SPECIFICATIONS APPROVED BY THE BOARD OF DIRECTORS ON JANUARY 5, 2000. THE SIGNED ORIGINAL PLANS TELEPHONE. 858 384 -0088 1 -SOU7H SANTA FE AVENUE EXIS11FENCESUBMITTEDTOTHECITYENGINEER. ON FILE AT 7HE DISTRICT OFFICE ARE THE ONLY PLANS RECOGNIZED BY THE DISTRICT AS APPROVED. A NG E E ( REMOVE) FLOWN. OCTOBER 23,
2006 SIGNED SET OF PLANS AND A COPY OF THE SPECIFICATION MANUAL MUST BE ON THE JOB SITE DURING 2 -CIVIC CENTER DRIVE CONSTRUC710N OR INSPECTION OF WATER FACILITIES MAY NOT BE RENDERED. ESCONDIDO AVENUE CHAIN LINK FENCE SPECIAL NOTES 3- TERRACE
DRIVE J. PROPOSED CHANGE'S TO THE 'APPROVED" PLANS MUST BE REVIEWED AND SIGNED BY THE DISTRICT PRIOR TO DRAINAGE STUD 4- MERCANTILE STREET FINISH SURFACEFS1. THE FOLLOWING NOTES ARE PROVIDED TO GIVE INSTRUC770NS TO THE CONTRACTOR BY THE INSTALLATION OF SUCH CHANGES AND SHALL BE INCORPORATED INTO THE ORIGINAL PLANS. THE OWNER, 5- R /NCON STREET . HIS ENGINEER OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT °S ENGINEERING DEPARTMENT OF ANY TOP OFFOOTINGTHEENGINEEROFWORK. 7HE CITY ENGINEERS SIGNATURE ON THESE PLANS DOES NOT PREPARED BY. TORY WALKER ENGINEERING, INC.

TF DISCREPANCIES BETWEEN THE APPROVED PLANS AND ACTUAL FIELD CONDITIONS. DATED: APRIL 2010 6 -PALA VISTADRIVECONSI7TIJ7FAPPROVALOFANYOFTHESENO7FS, AND THE CITY WILL NOT BE TOP. OF WALL " RESPONSIBLE FOR 7HEIR ENFORCEMENT. 7- POSTAL WAY TW 4. THE CONTRACTOR SHALL OBTAIN THE DISTRICTS APPROVAL FOR THE INSTALLATION OF ANY OTHER U77UTY TO 8 -SANTA PLACE FLOW LINE FL BE INSTALLED THIN ANY /STRICT EASEMENT. THE APPROVAL MUST BE OBTAINED PRIOR TO INSTALLATIONAND2. NE177 JER THE .OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES WI D 9 -SANTA ANI TA DRIVE DIRECTION OFDRAINAGE -. OR REGULA77ONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL MUST BE INSPECTED BY THE DISTRICT'S INSPECTOR.FERENCE DjU WINGS SAFETY DEWC S INCLUDING SHORING, AN SHALL BE SOLELY RESPONSIBLE FOR 10- NOSTALGIAPLACEE , CLUD G SHOR G, D L ' 11 -MO VISTA R GRAVELBAGSCONFORMINGTAATAFEDERALSAFETYANDHEALTHSTANDARDSSOUTHSANTAFESTORMDRAIN..........DWG 1 1 NTE' DRIVE O O ALL LOCAL, STATE, AND FEDE 5. .BEFORE THE WOK IS ALLOWED TO BEGIN, THE CONTRACTOR SHALL CONTACT THE DlS1RIC7 S ENGINEERING ,` 25 LAWS AND REGULA 77ONS. _ _ - - 12- SERViCPLACEDEPARTMENTAT7605973116 `TO DETERMINE WHEN OR iF WORK CAN BEGIN AND TO ARRANGE A BUENA VISTA CREEK WATERSHED C,...D WG #7 E .20402 E L CE ISTR /CTS INSPECTOR AT 597 -3126. INSPECTION RE UESTS SHALL BE ESCONDIDO AVE & PALA DR................DWG 1 92 CONSTRUCTION NOTE 3 J. CONTRACTOR SHALL MAKE EXPLORATION EXCA VA 77ONS AND LOCATE EXIS77NG PRE CONSTRUCTION MEETING WITH THE D 0 Q # 9
Q MADE AT LEAST 24 HDQRS IN ADVANCE. POSTAL WAY STORM DRAIN .................. D WG 1834 . UNDERGROUND FACIU77ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS # ESCONDJDO AVE REALIGNMENT., .....:...... D WG 1209 FIBER .ROLL TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXIS77NG # ; 6. THE D/STR/CT REQUIRES ALL NEW AND EXIS77NG WATER LINES TO HAVE El1NER A MINIMUM OF 3& TO 42 INCHES FACILITIES. NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN THESE PLANS SUB- GRADE, DE LOMA DR...... ... .......................DWG # 1007 OF FINAL COVER OR A MINIMUM OF 18 INCHES OF COVER FROM THE BOTTOM OF THE SUB GRADE 1041CHEVERs - STRAW MAT -SLOPEPROTECTIONANDACTUALFIELDCOND177ONSPRIORTOSTARTINGCONSTRUCTION. SEWER PLANS .............. ........................DWG#374 1695vISGREATER. THE 18 -INCH COVER DOES NOT RELIEVE THE CONTRACTOR FROM LOCATING AND PROIEC77NG EXISTING U11UlI S DURING CONSTRUCTION. THE D /SIR /CT SHALL BE NOTIFlED W4EN STREET STRUCTURAL SEWER PLANS AREA 63- 02 ................DWG,#370 -1701 - E SPLASHWALL4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL SOUTH SANTA FE STORM DRA1N...,......DWG 1251 BE C NFJRM Y FIELD MEASUREMENTS PRI R TO CONSTRUCTION OF NEW WORK. CT10NS ARE DETERMINED BY THE APPROPRIATE ROAD AGENCY HAVING JURISDICTION OVER THE STREET.

THE # 0 ED B ELD
O - _ _. :. ., ... . _. v,..... _, ........ _- OLE EXPENSE COMPLY WMTH THAT AGENCY'S RE UlREMENTS SOU77-i._SANTA FE STORM DRA /N.........DWG1251DEVELOPERORHISCONTRACTORSHALL, A T HISS Q SILT FENCE BEFORE EXCAVA77NG FOR THIS CONTRACT, VERIFY LOCA77ON OF UNDERGROUND AND OBTAIN THE DISTRICT'S WRITTEN APPROVAL ON THE PLANS OF ANY COVER CHANGES BEFORETHE 5' 1NSTALLA110N Of THE WA1ER LINE OR BEFORE REMOVING EXISTINGCOVER. UTILITIES. THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND UTILITY PIPES OR

OPMENT DRA INA GE PR OJE C T (CIPA
8001) t WORK TO BEDONESTRUCTURESSHOWVONTHESEPLANSHASBEENOBTAINEDFROM AVAILABLE 7. UNAUTHORIZED CONNECTIONS TO THE DISTRICT'S WATER SYSTEM FOR CONSTRUCTION WATER OR ANYOTHERRECORDSONLYANDMAYNOTREFLECTALLEXIS71NGURLI77ES. LOCA 77ONS OF ALL DISTRICTS RU THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WI TI-f THEFOLLOWINGEXISTINGU71U77ESSHALLBECONFIRMEDBYFIELDMEASUREMENTSBYCONTRACTORPURPOSEISSTRICKLYFORBIDDENANDARESUBJECTTOENFORCEMENTUNDERTHEISTRICSLES AND REGULATIONS THE CONTRACTOR WMLL BE CHARGED A MINIMUM FEE (REFER TO CURRENT FEE SCHEDULE) FOR DOCUMENTS, CURRENT AT THE 77ME OF CONSTRUCTION, AS DIRECTED BY 7HECITYPRIORTOCONSTRUCTIONOF WORK. MA AMOUNT OF WATER USED THROUGH ANY UNAUTHORIZEDENGINEER; UNAUTHORIZED CONNECTION AS THE ES11 TED 6. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE CONNEC710N AND 7HE DISTRICT MAY CONFlSCATE ANY HOSES VALVES OR 01HER APPt1R7ENCES USED TO

MAKE V STA DEVELOPMENTCODEUTILITYLINESSHOWNHEREONANDANYOTHEREXISTINGLINESNOTOFRECORDORANYUNAUTHORIZED CONNEC710. NOT SHOWN ON THESE PLANS 2. CITY OF VISTA STANDARD DRAWINGS 8. THESE PLANS ARE 7HE SUBJECT OF ADD1110NAL WATER N01FS CONTAINED IN THE SPEgFlCAflONS MANUAL AND 3. THIS SET OF PLANS 7. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS WHICH THOSE N01ES WILL ALSO BE DISPENSED TO THE CONTRACTOR AT 7HE REQUIURED PRECONSIRUC7IOV MEEDNG 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) CERTIFY THAT TRENCH BACKFlLL WAS COMPACTED AS DIRECTED BY THE SOILS AND THE SAN DIEGO SPECIAL PROVISIONS ENGINEER IN ACCORDANCE WITH THE ON -SITE EARTHWORK SPECIFICA110NS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFlED SOILS ENGINEER. 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE

MODIFIED BY THE CITY OF VISTA
STANDARDS 8. SAFETY FENCES SHALL BE PRONDED BY THE CONTRACTOR WHERE REQUIRED BY THE CONTRACTORS NO CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE N77H GENERALLY 6. THE VID STANDARDS AND SPECIFICAI)ONS FOR WATER CITY ENGINEER. ACCEPTED CONSTRUCAON PRACTICES, CONSTRUC710N CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND1110NS DURING ME COURSE OF CONSTRUCTION OF 9. DURING ACTIVE CONSTRUCAON, AREAS SHALL BE WATERED TO REDUCE FUG117VE DUST. PROJECT, INCLUDING N / SHALL BE DECLAj"TION OF RESPONSIBLECHARGEMADETOAPPLYCONTINUOUSLAANDNOTBELIMITEDTONORMALWORKINGHOURS. CONSTRUC ON 10. CON7R4CTOR SHALL ADJUST ALL PROPOSED AND EXISTING FACILIAES TO GRADE. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CITY OF VISTA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W1TH THE PERFORMANCE OF WORK ON THIS I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 HAVE EXERCISED 11. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ALL EXISTING FACIU77ES REQUIRED TO PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CITY OF VISTA PROFESSIONAL RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF

THE INSTALL PROPOSED IMPROVEMENTS CALIFORNIA BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ENGINEER'S NOTE: THE ENGINEER PREPARING THESE PLANS N7LL NOT BE RESPONSIBLE FOR, OR CITY OF VISTA STANDARDS. 1 AGREE THAT THE WORK PERFORMED BY ME COMPLIES WITH GENERALLY 12. CONTRACTOR SHALL REMOVE/REPLACE/RELOCATE ANY LANDSCAPING/HARDSCAPING LIABLE FOR, UNAUTHORIZED CHANGES &USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST ACCEPTED STANDARDS AND PRACflCES OF MY TRADE OR PROFESSION. I FURTHER AGREE THAT THE WHICH CONFLICTS IN ANY WAY W 7H THE INSTALLATION OR PROPER FUNCTIONING OF BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. WORK PERFORMED HEREIN IS IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE THE PROPOSED IMPROVEMENTS CITY OF VISTA. 1 AGREE THAT PLAN CHECK OR REVIEW OF PROJECT DRAWINGS AND SPECIFICATIONS

BY THE CITY OF VISTA, IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY ME, IS 13. CURB HEIGHT SHALL BE 6' FACE UNLESS OTHERWISE NOTED ON THE PLANS CONFINED TO A REVIEW ONLY AND IS NOT A DE7ERM/NA170N BY THE CITY OF VISTA OF THE TECHNICAL UNDERGROUND SER VICE A LER T SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND 1NEREFORE DOES NOT RELIEVE ME, AS o ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED SEC770N 4216 Bc 4217 OF THE GOVERNMENT CODE REQUIRES A THEREON. DIG ALERT IDEN71FlCA110N NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE" N7LL BE VALID. FOR YOUR DIG ALERT 1 AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF VISTA, ITS OFFICERS, AGENTS, AND I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE

O EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT

ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER, ITS AGENTS, OR ITS EMPLOYEES, ACTING WITHIN THE COURSE 1- 800 - 422 -4133 TNKJ (2) WORKING DAYS BEFORE YOU DIG. AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY ME. WEB ADDRESS: WWW.DIGALERT.

ORG
o PREPARED _N TIDE OFFICE
OF: F VISTA SANITATION DEPARTMENT 5 SEWER RELCX',4TO Aff( N . 5` fi© V26o87: 00 SV.

I CITY OF VISTA FIRE DEPARTMENT CITY 0 VISTA PLANNING DEPARTMENT VISTA IRRIGATION DISTRICT CITY 0 S}' ( IL 11E Q _ QROFESSjQ BASIN. V VARIOUS LOCATIONS 6oi 21 -2ooaOSp' IIN4' C7; 8f SED, TRAP R'•y {SFf. f3 & 16J i'l (2 ( `Q D. Bu PLANS REVIEWED FOR CONFLICTS ONLY = BUCCOLA o F APCESS RD RSV. PAD, RAMP GRA9f1VG r -
YZENGINEEJUNG, inc
m S1nR( DRAM! RA-WS0 -- RtNCON S7)?aT (.91EET 5 'ty,• , - 2 w No. 27732 rn
r SEWER IMP 3142 Vsta 30 1 , Oceanside, CA 92456 E P 3 -31 -12P tRYS ADDED & SNE ER E N IBF r C
1 eIV0 , 2732 79tDATEVIDDATEN0. DESCRIPTION Z- , --, ' o F F OF CA PR APPROVED REVIEWED BY. DATE APPROVED RCE EXPIRESDAAPPROVEDDATE DATE APPROVED CHANGES.. EN NEER OF WORK RCE DATE COV REVISION :
810112004 X223 TWE \01 VistaRedev\dwa\Borders \IMDBorderTitle.dwa 9/29/2011 2:26:15 PM PDT F: \223 TWE \01 VistaRedev \dwg \2231- i- sd- 01.dwg 10/3/2011 9:47:15 AM PDT SITE DEVELOPMENT PLAN EXPIRES: N/
A THIS PLAN ISVALIDA D FOR 2 YEARS FROM

APPROVAL
STORMWATER INSPECTION PRIORITY HIGH WDID NO. 9
370358749 AS
BUILT 1 w
z• •' RCE 'L EXP. 1
1 DATE REVIEWED
BY:
cm,- INSPECT
DATE CITY of

VISTA IMPROVEMENT PLANS
FOR: SOUTH SANTA FE

REDEVELOPMENT DRAINAGE PROJECT (LIP -
8001 TITLE

SHEET APPR
U.; fl 55075 6 -30 -12 SHEET 1

OF ICY ENGINEER RCE EXPIRES
A BENCH MARK: STATION 2063 IN THE CITY OF

VISTA SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD DWG- 3979 OF SURVEY NO 14023 ELEV 359.22 (NGVD
1929) LD: 10-
009 LN - 20.09
025 P.C.: N/A DWG #• N/
A VID MAPS F15, G15 & 06/25/2024 C8 Page 276 of 384

STORM WATER AND EROSION CONTROL NOTES STORM WATER AND EROSION CONTROL NOTES CONTINUED.

1. TOTAL, AREA OF LAND DISTURBANCE _ - $ ACRES HYDROSEED/NG INSTALLATION.•

2. THIS PROJECT IS SUBJECT TO ALL APPLICABLE GENERAL AND PROJECT SPECIFIC PROHIBITIONS AND REQUIREMENTS 2,000 LBS /ACRE 100% WOOD FIBER MULCH IN CHAPTERS 13. 18, AND 17.56 OF THE VISTA MUNICIPAL CODE AND THE CITY STORMWATER STANDARDS MANUAL. 300 LBS /ACRE 16 -6 -8 COMMERCIAL FERTILIZER

ECOLOGY CONTROL M- BENDER
J. BYPS AT MANNED FACILITIES MUST BE INSPECTED BY THE EROSION CON,ROL CONTRACTOR BEFORE AND 140 LBS /ACRE BETWEEN THE MONTHS OF OCTOBER AND MARCH -OR- FOLLOWING PREDICTED RAIN EVENTS BMPS AT UNMANNED FACILITIES MUST BE INSPECTED BY THE DISCHARGER 80 LBS/ACRE BETWEEN THE MONTHS OF APRIL AND SEPTEMBER REGULARLY DURING THE RA /NY SEASON AND PERIODICALLY BETWEEN EACH RAINY SEASON. THESE BMPS MUST BE PRIOR TO INSTALLATION, ALL CUT SLOPES SHALL BE SCARIFIED OR RIPPED HORIZONTALLY TO DEPTH OF 3 TO 6MAINTAINEDSOTHATTHEYCONTINUETOFUNCTIONASDESIGNEDBMPSWHICHFAILMUSTBEREPAIREDASINCHES 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 USE MIX ONE, MIX TWO, OR MIX THREE PER ATTACHED CRITERIA.

PREVENT ANY FURTHER FAILURE IN THE SAME OR SIMILAR CIRCUMSTANCES

4. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN S41D DEVICES, THE LAND DEVELOPMENT ENGINEER HYDROSEED MIX ONE

MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST (INCLUDING AN INITIAL MOBILIZATION AMOUNT) OF WHICH SHALL BE CHARGED TO THE OWNER. CONDITION. HIGH VlSIB1L/TY, 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 5 SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITTIDUT PRIOR APPROVAL OF THE LAND 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 THE LIMITS OF THE SLOPE DEVELOPMENT ENGINEER.

BEYOND

APPLICATION RATE BOTANICAL NAME
6 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 NURSE CROP WORK AND AS APPROVED BY THE LAND DEVELOPMENT ENGINEER. 3 LBS /ACRE LOBULARIA MARITIMA 'CARPET OF SNOW' 1 3 LBS /ACRE LOBULARIA MARITIMA 'ROYAL CARPET' 2
Z ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS, AND 3 -LBS /ACRE ENCHOCHOLZ /A CALIFORNICA PERIODICALLY THEREAFTER, AS DIRECTED BY THE INSPECTOR. 3 LBS /ACRE LINUM GRANDIFLORUM 'RUBRUM' 6 A 12 INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE TOP OF SLOPE OF THOSE FILLS ON PERENNIALS WHICH GRADING IS NOT IN PROGRESS CONCENTRATED WATER SHALL BE CARRIED NOT CLOSER THAN 10 FEET 9 LBS /ACRE ATRIPLEX SEMIEIACCATAFROMTHETOPOFSLOPES
5 LBS /ACRE GAZANIA 'PIXIE DELIGHT' 3
STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERM /TTEE, OR OWNER FOR EMERGENCY WORK 6 LBS /ACRE 2 LBS /ACRE

L /MON /UM PEREZ //

OENOTHERA CHE/RANTH/FOLIADURINGRAINSTORMS
SHRUBS BEES10. ALL UTILITY TRENCHES SHALL BE BACKF/LLEO WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE END OF THE WORK DAY IF A 40% CHANCE OF RAIN /5 PREDICTED. 2 LBS /ACRE ACACIA SAL/GNA 3 LBS /ACRE M/MULUS PUNICEUS

11. ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND VELOCITY CHECK DAMS PROVIDED AT THE 4 LBS /ACRE ENCELIA COLIFORN104 BASE OF ALL DRIVEWAYS DRAINING INTO THE STREET. VELOCITY CHECK DAMS SHALL BE PROVIDED ACROSS THE 3 LBS /ACRE CISTUS CORSICUS

OUTLETS OF ALL LOTS DRAINING INTO THE STREET
47 LBS /ACRE TOTAL
12 PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR UNPAVED, AT THE INTERVALS INDICATED BELOW VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVELBAGS, TIMBER, OR OTHER EROSION RESISTANT MINIMUM PURITY OF SEED - 95X

MATERIALS APPROVED BY THE LAND DEVELOPMENT ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO THE CENTERLINE: EARTHEN DIKES MAY NOT BE USED AS VELOCITY 1 CAN BE USED WITHOUT 'ROYAL CARPET' AT THE RATE OF 5 LBS /ACRE CHECK DAMS 2 CAN BE USED WITHOUT 'CARPET OF SNOW' AT THE RATE OF 5 LBACRE 3 CAN BE SPECIE /ED IN EITHER WHITE, ORANGE OR YELLOW, OR MIX, D

STR GRADE CHECK DAM INTERVAL
LESS THAN 2X AS REQUIRED HYD SEED MlX TWO
2X TO 4X 100 FEET
4X TO 1 O 50 FEET CONDITION: MODERATE VISIBILITY (INTERIOR SLOPES OF COMMERCIAL AND INDUSTRIAL DEVELOPMENTS).

OVER 1 OX 25 FEET

APPLICATION RATE BOTANICAL NAME
13 PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THE INTERVALS INDICATED BELOW NURSE CROP UNLESS CHANNELS ARE LINED WITH TEMPORARY MATERIALS SUCH AS PLASTIC SHEETING 3 LBS /ACRE LOBULARIA MARITIMA 'CARPET OF SNOW' 4 3 LBS /ACRE LOBULARIA MARITIMA 'ROYAL CARPET' 5
CHANNEL GRADE CHECK DAM INTERVAL 3 LBS /ACRE ENCHOCHOLZ/A CALIFORNICA LESS THAN 3X 100 FEET 2 LBS /ACRE LINUM GRAND /FLORUM 'RUBRUM' 3X TO 6X 50 FEET
PERENNIALSOVER6X25FEET

14. A GRAVELBAG SILT BASIN, OR SILT TRAP, SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT 14 LBS /ACRE
8 LBS /ACRE LOTUS

NUM FASICULAI'UM

LOTUS SCOPARIUS
SEDIMENT FROM ENTERING T,`JE STORM DRAIN SYSTEM. 9 LBS /ACRE ATRIPLEX SEMI&CCATA

15. A GUARD SHALL BE POSTED ON SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. 7 LBS /ACRE
3 LBS /ACRE

ATRIPLEX GLAUCA

ARTEM/SIA PYCNOCEPHALA
16 ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN SHRUBS REFS THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40X. AFTER EACH RAINSTORM EXCEEDING M INCH IN A 12 HOUR PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTTNG BASINS, AND BASINS 2 LBS /ACRE M/MULUS PUNICEUS SHA LL BE PUMPED DRY, 3 LBS /ACRE ENCELIA COL IFORNICA
5 LBS /ACRE VIQUIERA LACINIATA
17 EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL EFFECTIVELY COVER THE REQUIRED 2 LBS /ACRE SALVIA CLEVELAND// SLOPES PRIOR TO FINAL APPROVAL. THE PLANTING MIX SHALL BE APPROVED BY THE LAND DEVELOPMENT 2 LBS /ACRE SAL V/A MELLIFERA 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, 67 LBS /ACRE TOTAL AND MAY NOT BE REMOVED WITHOUT PRIOR APPROVAL OF THE LAND DEVELOPMENT ENGINEER.

NOTE FOR NON - IRRIGATE APPLICATIONS, INCREASE THE APPLICATION RATE BY 207 OF THE FOLLOWING SPECIES-

18. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT ERIOGONUM FASICULATUM

LOCATIONS TO FACILITATE RAPID CONSTRUCT /ON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION ATRIPLEX GLAUCA CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES ATRIPLEX SEM /BACCA TA DURING THE RAINY SEASON. ENCELIA COL IFORNICA

1. ANY PROPOSED ALTERNATE EROSION CONTROL MEASURES ARE TO BE RECOMMENDED BY THE ENGINEER OF NON- IRRIGATED APPLICATIONS REQUIRE THE PRIOR APPROVAL OF THE ENGINEERING DEPARTMENT WORK, FOR APPROVAL BY THE LAND DEVELOPMENT ENGINEER, PRIOR TO INSTALLATION.

MINIMUM PURITY OF SEED - 95X
20FROM OCTOBER 1ST THROUGH APRIL 30TH OF EACH YEAR, CHAPTER 1756 REQUIRES THAT ALL DENUDED 4 CAN BE USED WITHOUT ROYAL CARPET , AT THE RATE OF 5 LBS /ACRESLOPEFACESBEPROTECTEDFROMEROSIONANDTHATALLSEDIMENTBEKEPTONSITE. THE USE OF INDUSTRY 5 CAN BE USED WITHOUT 'CARPET OF SNOW AT THE RATE OF 5 LBS /ACRESTANDARDSLOPEPROTECTIONANDSEDIMENTCONTROLMETHODSAREREQUIREDTOBEINPLACEANDMAINTAINED 24 HOURS A LA Y17 LAYS A WEEK.

HYDRQ,5_M MIX 7IlREE

21.MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN -OFF SHALL BE USED ,WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONDITION.• LOW VISIBILITY, OPEN SPACE AREAS CONTAMINATED RUN -OFF FOR TREATMENT AND DISPOSAL.

APPLICATION RATE BOTANICAL NAME
22CONTRACTOR TO IMPLEMENT AND MAINTAIN ONS/TE AT ALL TIMES A [STORMWATER MANAGEMENT PLAN (SWMP) NURSE CROP OR STORMWATER POLLUTION PREVENT /ON PLAN (SWPPP)J IN CITY APPROVED FORMAT WHICH IS HEREBY 10 LBS %ACRE BROMUS RUBENS INCORPORATED WITH THESE PLANS BY REFERENCE. SAID PLAN SHALL BE KEPT CURRENT AND REFLECTIVE OF 3 LBS /ACRE ENCHOCHOLZ /A CALIFORNICA

CURRENT SITE CONDITIONS

STATE WATER RESOURCES CONTROL BOARD CERTIFICATE

PERENNIAL
10 LBS /ACRE ATRIPLEX SEMIBACCATA
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL 8 LBS /ACRE LOTUS SCOPAR /US BOARD (SWRCB) ORDER NO 99 -08 DWQ. NPDES GENERAL PERMIT NO. CAS000002. WASTE DISCHARGE 10 LBS /ACRE ATRIPLEX GLAUCA REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY, IN 8 LBS /ACRE ATRIPLEX CAMESCENS ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING 2 LBS /ACRE HAPLOPAPPUS VENETUS PROGRAM PLAN SHALL BE : DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING

SHRUBS REFS
ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (N0l) WILL BE FILED WITH THE SWRCB, A COPY OF THE ACKNOWLEDGEMENT FROM THE SWRCB THAT A NOl HAS BEEN RECEIVED FOR THIS PROJECT SHALL BE FILED WITH 3 LBS /ACRE MIMULUS PUNICEUS THE CITY OF VISTA WHEN RECEIVED, FURTHER, A COPY OF THE COMPLETED N0I FROM THE SWRCB SHOWING THE 3 LBS /ACRE 84CCHARIS PILULAR/S 'CONSANGUIENA' PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF VISTA -WHEN RECEIVED. (WDID NO.) 3 LBS /ACRE ENCELIA COL/FORN/CA ALBS, ACRE VIQUIERA L4CIN14TA

IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO GP- , AND BY THE SWRCB ORDER NO. 99 -08 DWQ, AND ANY SUBSEQUENT 65 LBS /ACRE TOTAL AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISIONS AS SET FORTH IN SECTION 0 7 OF THE SWRCB ORDER NO 99_08 DWQ. NOTE • FOR NON- IRRIGATE APPLICATIONS, INCREASE THE APPLICATION RATE BY 20X OF THE FOLLOWING SPECIES:

ERIOGONUM FASICULATUM

CITY OF VISTA ATRIPLEX GLAUCA

ATRIPLEX SEMIBACCATA

OWNERS OF LAND ENCELIA COL IFORNICA

NON- IRRIGATED APPLICATIONS REQUIRE THE PRIOR APPROVAL OF THE ENGINEERING -DEPARTMENT

SIGNATURE OF LA OWNER, DATE
CORPORATE OFFICER, GENERAL MINIMUM PURITY OF SEED - 95X

PARTNER OR PROPRIETOR

GENERAL NOTES FOR GRADING PLANS

1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE CITY OF VISTA DEVELOPMENT CODE, CHAPTER 17, SECTION 17.56 AND THEG SOILS SORT PREPARED BY V' ' i a n (SOILS ENGINEER), KNOWN AS JOB NUMBER

2. THIS GRADING PLAN DOES NOT AUTHORIZE WORK TO COMMENCE PRIOR TO THE ISSUANCE OF A GRADING PERMIT BY THE CITY OF VISTA.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON OR NOT, AND PROTECT. THEM FROM DAMAGE THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID STRUCTURES SHALL BE BORNE BY THE CONTRACTOR.

4. A PERMIT FROM THE DEVELOPMENT SERVICES DEPARTMENT WILL BE REQUIRED PRIOR TO ANY WORK WITHIN THE CITY OF VISTA RIGHT -OF -WAY.

5. NO BUILDING PERMITS WILL BE ISSUED AND NO BUILDING INSPECTIONS WILL BE MADE UNTIL ROUGH GRADING HAS BEEN APPROVED PER CITY OF VISTA.

6. ALL CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL UNLESS OTHERWISE SPECIFIED

BY AN APPROVED SOILS ENGINEERING REPORT AND THE CITY ENGINEER 7 ALL SLOPES SHALL BE PLANTED WITH A GROUND COVER AS APPROVED BY THE CITY OF VISTA PLANNING DEPARTMENT.

8. THE FACE OF CUT ANDIOR FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION PER CITY OF VISTA DEVELOPMENT CODE, CHAPTER 17, SECTION 56.

9. 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.

10. A PRELIMINARY SOILS REPORT SHALL BE SUBMITTED PRIOR TO GRADING APPROVAL.

11. A FINAL SOILS REPORT, WITH ORIGINAL SIGNATURE /SEAL OF SOILS ENGINEER, SHALL BE SUBMITTED IN DUPLICATE PRIOR TO ROUGH GRADING APPROVAL, AND MUST PROVIDE THE FOLLOWING INFORMATION. a. SOILS BEARING VALUE
b. EXPANSIVE CHARACTERISTICS
c. FOUNDATION RECOMMENOATION
d. DISPOSITION OF LARGE ROCKS ENCROACHING ONTO THE FOUNDATION e. COMPACTION REPORT ON GRADED LOTS
f. ELEVATION OF WATER TABLE IF ENCOUNTERED
g. A PLAT SHOWING THE LOCATIONS OF TEST BORINGS AND /OR EXCAVATIONS

12. ALL ON -SITE AND PRIVATE RESIDENTIAL DRIVEWAYS MUST HAVE A MINIMUM THICKNESS OF 4 INCHES CONCRETE OR 2 INCHES ASPHALT OVER 6 INCHES CLASS 3 BASE, AND MUST BE INSPECTED BY THE ENGINEERING DEPARTMENT...

13. THE STRUCTURAL SECTION OF PARKING LOTS AND DRIVEWAYS ON ALL COMMERCIAL AND INDUSTRIAL COMPLEXES SHALL BE DESIGNED BASED ON "R" VALUES OF SOILS AND ON A MINIMUM Tt OF 4.5 IN PARKING STALLS AND A MINIMUM T.I. OF 6.0 IN THE DRIVE LANES THE MINIMUM SECTION SHALL BE 3" A.C. ON 6" CLASS 2 BASE, OR MINIMUM 40 PCC ON NATIVE.

STRUCTURAL SECTIONS DESIGN TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTIONN, ALL CURBS, GUTTERS AND SIDEWALKS MUST HAVE A MINIMUM OF 6" CLASS 3 BASE, OR AS RECOMMENDED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER.

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

15. A FENCE AT LEAST THREE AND ONE -HALF FEET (3 -1/2) IN HEIGHT SHALL BE CONSTRUCTED AT THE TOP OF ANY VERTICAL CUT OR RETAINING WALL EXCEEDING FOUR FEET (4) IN HEIGHT, OR AT THE TOP OF ANY CUT OR FILL EXCEEDING FIFTEEN FEET (15) IN HEIGHT

16. EROSION CONTROL OF SLOPES - ALL SLOPES IN EXCESS OF 5 FEET IN VERTICAL HEIGHT SHALL BE HYDROSEEOED IN

ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS (UNLESS SUPERSEDED BY AN APPROVED EROSION CONTROL OR LANDSCAPING PLAN).
17 "AS BUILT" DRAWINGS MUST BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF WORK.

P
YaX ,
I ...... MiMil mvx/7

1. A CONSTRUCTION PERMIT IS REQUIRED FROM ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOWN ON TINS PLAN, THE PERMIT CAN BE OBTAINED AT THE CITY OF VISTA DEVELOPMENT SERVICES CENTER, 600

EUCALYPTUS AVENUE, VISTA, CA A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM TIDE WORK. 7HE PERM17TEE SHALL GIVE NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A PRE - CONSTRUCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING THE WORK. ANY WORK DONE WITHOUT PROPER INSPECTION WILL BE SUBJECT TO REJECTION. a. PHONE (760) 639 -6113 FOR INSPECTION.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD SPECIFICATIONS FOR PUBLIC

WORKS CONSTRUCTION, AND THE SAN DIEGO SPECIAL SUPPLEMENT TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS LAST AMENDED.

J. THE STRUCTURAL SECTION OF THE STREET(S) SHALL BE DESIGNED BASED ON "R° VALUES OF SOILS AND ON A TI, OF 6.0. MINIMUM SECTION SHALL BE 4" A.C. ON 8" CLASS 2 BASE. STRUCTURAL SECTIONS DESIGN TO BE APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL DRIVEWAY APRONS, CURB AND GUTTER AND SIDEWALKS WITH AN 'R' VALUE LESS THAN 25 MUST HAVE A MINIMUM OF 6" CLASS 3 BASE OR EQUAL.

4. AN "AS BUILT" DRAWING(S) SHALL BE SUBMITTED BY THE ENGINEER OF WORK AND APPROVED BY CITY ENGINEER PRIOR TO THE ACCEPTANCE OF THE IMPROVEMENTS SEPARATE "AS BUILT' DRAWING(S) SHALL BE SUBMITTED FOR THE STREET LIGHTING SYSTEM.

5. PRIOR TO CONSTRUCTION OF STREET LIGHTS, A PLAN [ON FULL SIZED SHEET(S)] APPROVED BY SAN DIEGO GAS ELEC7RIC SHOWING EXACT PLACEMENT OF ALL STREET LIGHTS, PULLBOXES, SIZE AND LOCATION OF CONDUITS AND SOURCES OF POWER SHALL BE SUBMITTED TO THE CITY ENGINEER.

V EVI°I. 911512004 F: \223 TINE \01 VistaRedev \dwg \2231 - i- sd- 02- notes.dwg 10/5/2011 11:21:46 AM PDT 4 LN 2009-025 VID MAPS06/25/2024 C8 Page 277 of 384

1®
CO REVISION: 911512004
DA20SEWERIMPROVEUTS - LINE C & E - rALA VISTA DRIVE & NATAL WAY 21 SEWER IMPROVEMTS - LINE D - MERCANTILE STREET
22 SEWER IMPROVEMENTS - LINE F - RINCON STREET
23 EROSION AND SEDIMENTATION CONTROL NOTES & DETAILS
INDEX Mail 24 EROSION AND SEDIMENTATION CONTROL PLAN
25 PHASE 1 CONSTRUCTION PLAN
INDICATES SHEET NO.

LINE B ------ POICATES MVE NO.

PREPARED IN THE OFFICE OF.-
7601721-2000BUCCOLA
ENGINEERING, ine
SEWER IMP. PLANS ADDED & SHEVS RE-NUMBERED 74-It- PAP 3M2 Vista Way, Suite 301, Oceanside, CA 92056 N0. DESCRIPTION CITY DATE VIA DATE' 27732

APPROVED CHANGES ENGINEER OF WORK RCE DATE
F:\223 TWE\01 Vista Redev\dwg\2231 —i—sd —03. dwg 1 /31 /2012 1-49:16 PM PST LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 278 of 384

SECTIONB-B
scac ...z.

SECTION A -A
SCALE 1 " =2'
NOTES:

1. ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 114" DIAMETER STEEL, WOUND SPIRALLY ON 4" CEN7ERS

2. ALL JOINTS SHALL. BE SET IN CLASS C MORTAR.

J. MAINTAIN 1 -112" CLEAR SPACING BETWEEN REINFORCING AND SURFACE UNLESS OTHERWISE NOTED.

4. MANHOLE SHALL BE LOCATED SO THAT THE INSIDE EDGE OF THE SHAFT IS DIRECTLY OVER THE INSIDE FACE OF THE STRUCTURE.

5. MANHOLE SHALL BE DESIGNATED "STORM GRAIN"

TRANSITION STRUCTURE DETAIL
LINE 0 -3
PLAN
scams: 1 ° =z'
CONSTRUCT CAST IN P49CB RE /NFORCED CONCRETE SINGLE BOX CULVERT PER CALTRANS STANDARD PLAN 080 k 082 AND MODIF'!ED PER DETA/L HEREON

SECTION D -D
SCALE 1• =1

TABLE FOR DETAIL A

FOR DIMENSIONS &BAR SIZES
B
INCHES
T
INCHES
w
i i

EXISTING STRUCTURE
J BARS
18 6 15 14 0 6" OC 14 ® 12" OC
36 8 15 14 0 6" OC 14 0 12;;
W BARS
10 16 15 ® 6" OC 15 ® 12" OC
2 -H BARS 2 -D BARS
4" OC F BARS
3" RADIUS
Q' 14 BARS 1
o 18 OC 1
Qj 3" RADIUS 1 .-- --"—
J BARS
2 -E BARS
2-G
4 OC
w
W BARS 4 SECTION X—X
I' SCALE- 1 "2'

TABLE FOR DETAIL A

FOR DIMENSIONS &BAR SIZES
B
INCHES
T
INCHES

D, E, H&

G BARS F BARS J BARS
18 6 15 14 0 6" OC 14 ® 12" OC
36 8 15 14 0 6" OC 14 0 12;;
54 10 16 15 ® 6" OC 15 ® 12" OC
NOTES

1. W BARS ARE OF SIZE AND SPACING OF EXISTING WALL STEEL AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUC7URf. 2 BACKFiLL UNDER STRUCTURE WITH 2,000 PSI CONCRETE (BACKFILL MAY BE OMITTED IF

STRUCTURE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WELL) J. CONCRETE SHALL BE 270Kg PER 081C METER-C-14-Moo (470 -C -2000)

4. FILL OPENING BETWEEN TWIN PIPES WITH 2,000 PSI CONCRETE UP TO SPRlN6LlNE OF PIPE Km

SECT /ON E -E
SCALE- , - =r
x
COQ° REVISION. 911512004 F: \223 TWE \01 Vista Red ev \dwg \2231 —i- sd- 04.dwg 10/11/2011 9:20:13 AM PDT LN 2009-025 VI D MAPS F15, G15 & G16
06/25/2024 C8 Page 279 of 384

COV REVISION. 911512004
F: \223 TWE \01 VistaRedev \dwg \2231— i— sd- 05.dwg 1/31/2012 1:47:36 PM PST LN 2009 -025 VID MAPS F15, G15 8c G1606/25/2024 C8 Page 280 of 384

1 - ------------- ----------- -------- - --------- -------- -- - ---- --------- - ----- I - ---------- _1 --- - --- --- ----- -------- ------- ------ ------- -------- ----------- ------ ------ - ----- -------- I---------- - .... .. ..... ----- -------- - - - -- ----- - - ---- ----- ------------ ---------- --- - --------- --- ---------- -- --------- - ---------- t --- ------------- --- . __ - - -------------- ---------- ---------- - --- -------- - --------- t--------- ----- ------- ------------ ------- -- - ------- - ------- - - ----------- ------ ---------- -- .... .. ------ - - - -------- ------------- ------- ----- ----------------- --- ---------- i - --------- ------------ --- - -- ----- -- -----
I---------- -------------- ------ -- -- ---- ------------- ------ ------ - ----------- ---- - - ------ I- -1 --- --- ---- -- --- ------- --------- -- --- --- - ----- - ------------- --- -----------------

1.11, - --' I -- 11 I—- * - I _ 11 - , 11 3 1. I -
3 f F:= -- ----- - --------- --- ------- ----------- ----- -- -------------- ----------- t
i ----- ------ ---- --------- -----
11111- ''I'll" - - 4 - - - - - - -.1 ------- - --- -------- --- -- -------- - il_-_______!=W wmw=w --- ------ - --- ....... ----------- -------- . ... .......... _T7 -- ----- --- --- -- ----------- --------- --- -------- --- ------ -- - ----------- ------------ ---- ----- - ----------- ------ ------------- ------- ------- - - ------- --------- - - ---- ----------- ---- 4 -- ----- -------- --- ------------

F -------------- -------------
4 ------------ --------- - ------ --------- ---------- - - ---------- - --- i ----- -------- --------------- t --- ----------------- ---------------- -------- ---- ---- -- -- - ---- -- 4 - ------ - --- - -- -------- - ------ 4 ------ ---- - ------------- --------------- - ---------- ----- --- ------------ ------------ ------------ - ------------ - - --- - - ----------------- ------------ ---------- ---- -- ---- -- -------- ---- -- ------ — -- - ----- ---- - --- ---------- - --------------- ----- -------- 7 ----------- - ---- - -- -------------- ---
f -- - ---------- ------------ -- -- ----- - - -- ------------ -------- ----- - ------ - --------- -1 ---- ----------- ------------- ------- ------------------- ------ ----------------- j06I - ----------- --------- ... ...... .. ----- ------ -------- ---- ------- r__ - ---------- ----- ------- ......... . ... . ........ ...... . ..... - ------------ - -- ---- ----- - --- f ------------ ------- --------- ---------- ------ --- ------- - -- - ------ --------- - T ------------ ----------- - - ------- ----- -- -- ---- - -------

I ------- ------------- - --- ----- --- ----- ------
4 .......... . . - - ---- -------- ------ --------- --- - ------------- - - ------ ------- ------ I - ---- --_-------- ----- ---- ------- ------------ .
100 ------ --- ----------- ------ - - ------- I". ---------- ----------- ----- - ------ -- ------ ---- -- ------- --------- ----------- -- ---------- ---- ------ ---- ----- ----- 1+00 ----------- - - ------------- ----
I...........

T -- -------- ......

EXISTING 6)) STORM DRAIN -CONSTRUCT 54 " RCP STORY DRAIN 0 CONSTRUCT CURB INLET TYPE 8 PER SDRSD D-2
@ CONSTRUCT CATCH ( DASIN TYPE G PER SDRSD D-80/1
14 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-5 PER SDRSD D-9 15 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-6 PER SDRSD D-9 @ CONSTRUCT CONCRETE LUG PER SDRSD D-63
@ CONSTRUCT LOL11"YWIL DEPRESSION PER DETAIL HEREON
@=—EXISTING 18 CUP STORY DRAIN (TO BE ABANDONED W1 CONC PLUG) @-EXISTING STORY DRAIN CATCH BASINASIN TO BE REMOVED AND EXIST PIPE

PLUGGED BEYOND NEW SO PIPE

S TORYDRA IN CURVE DA TA

DEL TA RADIUS LENGTH TANGENT
Cl 39'55'12" 90 .00' 62.71' 32. 69'

STORM DRAIN CLEANOUT TABLE
TYPE

SEARING DISTANCE
X
L N1904J22"If J2.44'
V
L2 S20 7 1'50 V 126.49
t -----------
LJ S20 7 1'50 OW 16729'

6.96'
L4 S2071'50 "W 126.00'
5 L5 S17'17'01 "E 25.50'
L6 N69*48'10"If 11.67**
2+00

CONSTRUCTION NOTES
D-CONSTRUCT 18" RCP STORY DRAIN
2 CONSTRUCT 24
p

RCP STORY DRAIN
D-CONSTRUCT 42" RCP STORY DRAIN
6 CONSTRUCT 48 RCP STORY DRAIN
7 >-CONSTRUCT 54 " RCP STORY DRAIN
0 CONSTRUCT CURB INLET TYPE 8 PER SDRSD D-2
@ CONSTRUCT CATCH ( DASIN TYPE G PER SDRSD D-80/1
14 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-5 PER SDRSD D-9 15 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-6 PER SDRSD D-9 @ CONSTRUCT CONCRETE LUG PER SDRSD D-63
@ CONSTRUCT LOL11"YWIL DEPRESSION PER DETAIL HEREON
@=—EXISTING 18 CUP STORY DRAIN (TO BE ABANDONED W1 CONC PLUG) @-EXISTING STORY DRAIN CATCH BASINASIN TO BE REMOVED AND EXIST PIPE

PLUGGED BEYOND NEW SO PIPE

S TORYDRA IN CURVE DA TA

DEL TA RADIUS LENGTH TANGENT
Cl 39'55'12" 90 . 00' 62.71' 32.69'

STORM DRAIN CLEANOUT TABLE

TYPE I STA DIA X Y Z V
A6 3 +30. 71 54"
t -----------

6.96'
A5 5+02 00 48 5 4
r-
6 7.67
r
1 L ----------- - - ------- ----- ------ ---------- ------ - ---------- - -- ----------- - ----- - --- - ------------ ----- -- - --- ----- -- -- -------- --- -------------- --- -- -------- - ----- ------- -- ----------- ---- - ------- ------------- ------- - -- ----- -------- ------- ------- -- ---------- -- -------- -- - - - ----------- -------------- ----------- --- --- -------- ----- --- ------ ------- -- - ---- - -- -- - --------- -------- - -- ---- ------ - - I --------- ---- ----- ------------- --- ------- ------------- - ---------- -- ----------- - - - - ----- --------- - -------- -- --- -- ---- -- -------- ------ . ........ .. - --- --- ------ I4 --------- - ---- - -- ---- -- ---- ------ ------------ -- ----- - ----- -- ------- 4 ---------- --- ------------ ----- ------ ------- -- --- - - ------------ ------------ -------- - --- ------- -------- ---- ------------ ---- ------ --------------- - -------- -- -- ------- -- - -------------- --- ---------------------- ------ ---------- - ------ - ---- - 4 -------------- - ---------- - --- --- ----- - ----- 4= III 4 - ------ ------------ --- -- ---------- ... ...... ... . T -- - --------- 3+00
32 JOIN EXISTING REINFORCED CONCRETE BOX CULVERT PER DETAIL A. SHEET 4 0 E' RELOCATED51EXISTINGUTILITYCONFLICT (TO or LliTED BY OTHERS) PAVEMENT@-:—SAWCUT REMOVE & REPLACE EXISTING AC MA TCH EXIST PER VSD SRF & u`B TYPE A @-EXISTING UTILITY (PROTECT INPLACE)
76 CONSTRUCT PROTECTION OVER SEWER MAIN - TRENCH SECTION CONCRETE PER SDRSD SP-00 10 EXISTING STORY DRAIN INLET PROTECT IN PLACE

EXISTING STORY DRAIN PIPE PROTECT INPLACE
5+00

I----------- --
t, --- ---- --------------
f ------------
t ---------
t ------------ ---------------- ----------- ------ ----- -- ----- - ----- 4 --- - -------
6+ 00
1 1 i I
A l
1+00
SCAM 1 20'
20 0 20 40
14'

LOCAL DEPRESSION DETAIL A
SC".. rm0•
w
CONTRA`C BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO-ORDINATE Wl",r,',j SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN CONSTRUCTION.

CITY of VISTA
114PROVEMENT PLANS FOR.-

REDEVELOPMENTSOUTHSANTAFE
n P A TATA P U? won TL-'PrP Qf)f) I
PREPARED IN THE OFFICE OF:
60FESS
Uri rll ( E —
DRAIN LINE C7601721-2000 tin S'ORM C-1 & C-2D. Buce, BUCCOLA 0 <, C/) C) APPRO)tED
rrl 55075 6-30-12 1;

AS -BUILT
E NiqINEEJUNG, in c w No. 27732 m SHEET 6
I40111 (Z; Or_ __:0 IENGINEER RCE EXPIRES E
314Z Vist Way, S 'e 3 1, Oceanside, _.,CA 92056 Exp. 3-31-12AlSEWERIMPPLANSADDED & SHEETS RE-NUMBERED t C IV 0-
BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION CITY DATE VID DATE 27732 SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- sw uk CA\-\\
APPROVED CHANGES N(flNEER WORK RCE DATE OF SURVEY NO 14023 ELEV 359. 22 (NGVD 1929) COV REVISION: 911512004 F:\223, TWE\01 Vista Redev\d wg\2231 —i—sd-06.dwg 2/21/2013 8:59:06 AM PST LN 2009-025 VI MAPS F15, G15 & G 1 6

T--- --- ---- --- -------- -- - -- - -------- -
t --- - ----- - - ------ - - -------- -----
4-:

I --- - - ---- ---------------- ------------ -- --
t -----------

I ---- - ---------

A----------- ---

L -------------- -
f, I - ---- - ----- --- -------- -- -- -
i
4 . . . . . . . . . . . . . . . . --- - --------- ---------- ----- -------- -- ----- ------ H. ....... ...... ---------- G
4 ---- -------- ------------ ------------ ----- - - --- ---- I 4 ------------- ----------- ------- I
L ------------ ---- --- li
l --------
849
L.
4 ----------- ---------
g""
t-- I- ---
I f____ -------- I - -- - ---------- fr
1+00
SCAM 1 20'
20 0 20 40
14'

LOCAL DEPRESSION DETAIL A
SC".. rm0•
w
CONTRA`C BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO-ORDINATE Wl",r,',j SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN CONSTRUCTION.

CITY of VISTA
114PROVEMENT PLANS FOR.-

REDEVELOPMENTSOUTHSANTAFE
n P A TATA P U? won TL-'PrP Qf)f) I
PREPARED IN THE OFFICE OF:
60FESS
Uri rll ( E —
DRAIN LINE C7601721-2000 tin S'ORM C-1 & C-2D. Buce, BUCCOLA 0 <, C/) C) APPRO)tED
rrl 55075 6-30-12 1;

AS -BUILT
E NiqINEEJUNG, in c w No. 27732 m SHEET 6
I40111 (Z; Or_ __:0 IENGINEER RCE EXPIRES E
314Z Vist Way, S 'e 3 1, Oceanside, _.,CA 92056 Exp. 3-31-12AlSEWERIMPPLANSADDED & SHEETS RE-NUMBERED t C IV 0-
BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION CITY DATE VID DATE 27732 SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- sw uk CA\-\\
APPROVED CHANGES N(flNEER WORK RCE DATE OF SURVEY NO 14023 ELEV 359. 22 (NGVD 1929) COV REVISION: 911512004 F:\223, TWE\01 Vista Redev\d wg\2231 —i—sd-06.dwg 2/21/2013 8:59:06 AM PST LN 2009-025 VI MAPS F15, G15 & G 1 606/25/2024 C8 Page 281 of 384

j_.. - - - - -.
0 0
W
W `
PO

S TORYDRA IN LINE DATA

BEARING DISTANCE
L S2071'50"W 18.00'
L2 S2071'50"W 166 00'
LJ S20 7 1'50 *W 259.95
L4 N20 7 1'50 "E 113.05'
7+00

STORM DRAIN CLEANOUT TABLE

TYPE STA DIA X
T
Y Z v
A5 6+50.00 42 "'
42 -'
r
7 6
7-

8.60'
A5 B +20.00 —
f- 7'_ T- T. 8-9-r
A5 1 10+84.45 1 42 '"T-TI—TI 6' 1_371
1 7-
i ------------- -
4--
f - -----------f-----------
L . .. ......... ..------- ... .. . -------- ..... ..... .... t7
9+00

CONSTRUCTION NOTES
4 CONSTRUCT 36" RCP STORY DRAIN
D-CONSTRUCT 42" RCP STORY DRAIN
14 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-5 PER SORSD D -9 EXISTING 18" CUP STORM DRAIN (TO BE ABANDONED W1 CONC PLUG) 52 -:1-SAWCUT REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER LSD SRF 8A & 8B TYPE A 69 EXISTING UTILITY (PROTECT IN PLACE)

PROFILE SCALE
1 = 4' VERT.
1 Jf
HORIZ.
10+00
i -- -------------
NOTE. •

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQ UIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE S0G&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL

CO-ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN CONSTRUCTION.
11+00 12-7
O
O SCAM 1 20'
20 0 20 40
mm
40 wi
JAPN 179-12
CITY of VISTA
IMPROVEMENT PLANS FOR.-

SOUTH SANTA FE REDEVELOPMENT
m PROJECTDRAINAGE (CIP-8001) PREPARED IN THE OFFICE OF. 1 ociFBlinS
7601721-2000 STORM DRAIN LINE CBUCCOLA <
APPR4VED
CIO
u A 55075 6-30-1ENGINEERING, in c LJ No. 27732 m
I
SHEET 70F25ASBUILT &0 t1f4l 0 N1 AN t,) -0 for
v I TY IENGINEER RCE EXPIRES DA E
SEWER
Exp. 3-31-12
SEWER IMP. PLANS ADDED & SHEETS RE—NUMBERED 3142 Vista Way,_Suite 301, Oceanside, CA 92056 BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION CITY DA k VID DATE 27732 1 qTF C IV I\- SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG-39 79

APPROVED CHANGES
T
E6GINEER OF WORK RCE DATE
O F CA OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
COV REVISION. 911512004 F:\223 TWE\01 Vista Red ev\d wg\2231 —i—sd-07.dwg 2/21/2013 8:35:49 AM PST LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 282 of 384

1 ------------ ---
A-1 1—l—, 4---,

I ---- --------
0 C\
w, a
1--mv

S TORYDRA IN LINE DA TA
TYPE

BEARING DISTANCE
Ll N20,11'50*"E 122.20'
L2 S28*00'JJ*"W 44. 75'
LJ N11W'15"W 72.99'
L4 NOT USED
L5 NOT USED
4 L6 NOT USED

8.74 '
L7 S35V3'48*'W 5.00'
L8 N25'0028"W 148.08'
L9 S505524"W 2700
L10 S50*5524"W 2700
COV REVISION: 911512004
13+ 00
14 72 Iq jo
14+00
40 X
W-/
EX 24

SD PIPE
DD- -89.3_ 100
W04,10
J 71
EXISTING STORY DRAIN141 ,oI 4,
EXISTING ;TORM DRAIN NO REFERENCE
NO) REF171 lt NC7D ROW
CONSTRUCTION NOTES (g)—SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER VSD SRF 8A & 8B TYPE A D—CONSTRUCT 24" RCP STORY DRAIN -%r-I
i CONSTRUCT JO" RCP STORY DRAIN &—
EXISTING UTILITY (PROTECT IN PLA(,r–j
Q`—l—
70 CONSTRUCT 18" 45• HOPE BEND
CONSTRUCT J6" RCP STORY DRAIN
r'
74 CONSTRUCT PCC CURB & GUTTER TO MATCH EXISTING
@ E OS1CONSTRUCTSTORYDRAINCLANOUTTYPEA-4 PER SDRSD D-9 76 CONSTRUCT PROTECTION OVER SEWER MAIN — TRENCH SECTION CONCRETE PER SDRSD SP-03 14 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-5 PER SDRSD 0 -9 @ CAUTION TWO FIBER OPTIC CONDUITS.- 1 CONSTRUCT CONCRETE PIPE COLLAR PER SDRSD D-62
1) CITY OF VISTA TRAFFIC SIGNAL INTERCONNECT 2) NC7D SPRINTER CROSSING INTERCONNECT @—SAWCUT & REMOVE EXISTING CURB & GUTTER CONTRACTOR TO RELOCATE TWO FIBER OPTIC CABLES BEHIND CURB INLETS AS NECESSARY @ CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREON EXPOSE CABLES TO 20' BEYOND THE LIMITS OF THE CURB INLETS AS INDICATED ON PLAN AND EXISTING 18" CUP STORY DRAIN (TO BE ABANDONED W1 CONC PLUG) UNDER THE SUPERVISION & INSPECTION OF CITY OF VISTA AND NC7D PERSONNEL. PROGESSIVELY R -rylqTlAlr. qmpu npAIAI rAm4 PA-QlAi TO BE REMOVED BEND THE CABLES LATERALLY BEHIND THE INLETS. A LATERAL SHIFT OF 2' OR LESS IS 1+00
m
2+00
4L --- ------ --
i-77774 — --------------- ------ — ------- — - ----------- ----------- -- -------- k 4 ------ '
l--'-l-------...l
4E, ----------
571-
I 4-4--rVt ----------- ---------- --- ----- -- - - - - ------- 7 wot -------- -- ----------------- ---- — ---
6' 21' 10, 21' 10' 21' 6'
3+00
SCALE 1 20'
20 0 20 40

STORYDRAIN CLEANOUT TABLE

TYPE STA DIA X Y I Z V
A5 10+84.45
367'
5 5' 6' 71'
A4 13 +68.95
Ir
36- 4 F e 8.74 '
A4 I 13 +20.20 I 36"'l74 4;
T----
6--=l- 86
0 0
a-
7A0TEE.

T; CT R LLCONT5A,q R S, ALL B&L \RESPONSIBLE FOR RELOCATION CO—ORDINATION OF ALL DRY UTILITIES REQ UIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SDG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO—ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORY DRAIN CONSTRUCTION.

I I
CITY of VISTA
AN TICIPA TED. ti \s4o\
C @—EXISTING 24"' RCP STORY DRAIN TO BE REMOVED /cv –b- 6 n- T'YIQTIAlr- qTnPAf nPAIAI /A//,c7 - PPnMrT /A/ PlArP- U7 IMPROVEMENT PLANS FOR. • 30 EXISTING STORY DRAIN CLEANOUT TO BE REMOVED LOCAL DEPRESSION DETAIL A "UTH SANTA L'E REDEVELOPMENTUEXISTING24-' RCP STORY DRAIN TO BE ABANDONED W1 CONC PLUG) 10 CONTRACTOR SHALL RESTORE ALL MEDIAN APPURTENCES DAMAGED BY CONSTRUCTION IN KIND, SCALE.• I "=l 0 JOIN EXISTING STRUCTURE (CONCRETE SUFACES, DG TRAIL, IRRIGATION & PLANTING) PREPARED IN THE OFFICE OF. DRA INA CE PROJECT CIP- 8001) 9,(3 ES@—CONSTRUCT 18"' HOPE STORY DRAIN PIPE o?,131 :ES:
7601721-2000 STORM DRAIN LINE C & D
8 CONSTRUCT CURB INLET TYPE A PER SDRSD D--1 B UCCQLA OC < Xt ;r__ APP #OVEPJ C/) 040 SAWCUT REMOVE & REPLACE, EXISTING PCC SIDEWALK ON 6**' CL 2 55075 6-. 30-11IT- ENGINEERING, in c Uj No. 27732 m SHEET 6 OF25 AGG. BASE AS SHOWN, PER SDRSD G -11 TO NEAREST JOINT AS —BURT f'l Ak li cy- fo ITY ENGINEER RCE EXPIRES kD*iE SEWER IMP PLANS ADDED & SHEETS RE-NUMBERED p It It 3142 Vista Way, Suite 301, Oceanside, CA 92056 Exp. 3-31-12@—EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS) .p BENCH MARK: STATION 2063 IN THE CITY OF VISTA 27732 C V I\, NO. DESCRIPTION CITY DATE VID DATE i2 SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG-, 3 79

APPROVED CHANGES ENGINEER OF WORK RCE DATE
4e, 0 CA OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
F:\223 TWE\01 Vista Redev\dwg\2231 — i— sd —08.dwg 2/21/2013 8:37: 22 AM PST LN 2009-025 V I D MAPS F15 G15 G1606/25/2024 C8 Page 283 of 384

l____._l_-l ------- ......... .. .. . ...... - - ----- ----- .. ........ ... ------- ------ --------- t 7 --- - ------- --- . .. .... ...... .71 - - -- - -------- -- 1- -- ------ ----
tLj_
7_77, . ......

L_ — — — T
4 --------- ----------- ----- r-) ----- --- ------- - - --- - --- - ------ - ------- ---

77.7 - 77 7- OM, VD7 t ------ --- --
7", , . ...... .. --- ----------- - -- --- ----------- .. ...........

L --- ---------------- ---------- . . .......... - - - - - - - ... ... ..... ---------- tr 7 - ---------- ..... .... ................ .... .......

I----------- - - - - - - - - - - - - ------------ ---------- - - - - - - - - - - 77I .,-. - -11w. - -- - - _- w___ . - -1. 1 - -1. . - - , - - - I , 1-1 1 - _ - __ I_ _ - -- , --- __ - - - L, - ' - I - - -- -- - 77, ---------- ---------- 77777', El - - - - - - -
77-, i ----- --- ------------- - . ... ...... - - - - - - ------------ -- ---------- --- -- . ...... 77-77 7:7 7 _7 7_77f/ --- ----------- -
211-1 - ------------ --- - -- - ------------ -
OF
op
2, A ]Ej; -, _y - - I
L
4 --------- ----------- ---- - ------ ------
771. .+ 11 ' 7777
4-- 7, 7 ... . ..... . ..
m 1-1w I—— _. -_ __ --_ .- -- __ - "nil __.-_-4--- ------- ---- - - -------- 4- 1 1 9 1 V
7 -------- --- -
7 __7 ...... 77 --------
4-
777-1- 7 -- --------
k_ - - - - - - - - - - - - - - - - -- - -
1 -------- ------- ----- ------- - - - - - - - -
t ---- - ---- ----- ------
7 __ - - - - - - T-7- . . . ... . 7F_
7 7,
Jr._
f ---- - ------- - - ----- ----- - 777 _ 7-1- lw _- ------ .. ... . .. .... q_ _:= - =.- I— --- - ----- -------- -- ---- --- -- ---- -- ----------- ------ -77- L" - . -- - :: : -,, -_:T . __ __ 71= AG r, "" .- -- ..., - -1 :"- 1-11 - 1-1 -- I- . - - - - - - -- . ' - - - - - -- -- -- ' I—— - - - ___. ___ ------- ---------- - - - - - - - - - - - - - - - - - - - -- - _7el ... .... .. ..... . ..... ---------- - - -- - --- ------- ----- --- ------- 4 - - - - - - - - - - - 7_ __ -------- ----------- - - - - - -- - -- -------------- --- ---- -- 777 7 77,77 7-7-, 4 - ----------- ------------ - ----------------- -- ----------- --------- -- --------- - - ----- - iU IL
it -
4N
INI
7 ----------- - ----------- ------------ - --- ...... ............ - --------- -- ---- ------- ------ ------ 7_7 77-_ '--- j ...... ...... .. . -- ------- - ------------ ---
4 77 7_
q_ 4 --------- -------- - - - - - - - - - - - - - - - - - - - - - - - - F ....... t - . ..... . t ---- :--- _ r__-i_-__.-_ ------- ---
t --------- - - ------ ------- ------ ------- ----- 771- ---------- -- 1_ ----- --------- ------ - ------------- - - - - - - - - - - - - - - - -..--4-- A, V - ------ =7T, -- ----- t= - --- ---- : . : T-

W - - --- -
J'-- .. ... ..... ---- -------
D D T POFILES(Aljl
V14' ERT.
1+00 2+00
Ll
L2
L 3

S TORIVDRA IN LINE DATA

BEARING DISTANCE
S102859"E 16.09 .
4 S5528'15"E 9.90
P
S55 28 '15 "E 45. 46 S TORMORA IN CURVE DATA
L4
X
N2129'JJ"W 767'
v

DEL TA RADIUS LENG TH TANGEN T
L5
5"
NJ4*Jl'45"E 8.26' Cl 4459'16" 45.00 3533' 18 6j'
L6 S78OJ844"W 40.35' C2 JJ:5842 4500 26.
681
1J 75
1 COV REVISION. 911512004

STORY DRAIN CLEANOUT TABLE
TYPEI STA DIA X Y Z v
A4 1+00.00 J6*" 4' 4' 5" 639'
A4 1 + 65. J2 36 *" 4 ' 4 ' 5 ' 6.
7 Emil
PN 130 2
SC" 1 20'
20 0 Ro 40
1+00
6 L rAL DEPRESSION DETAIL AOL/zl
SC".. 1 -10
x fo x
60 11, 6
1 LOrAL DEPRESSION DETAIL Bk/zl
SC"..
lm=lop

LOPAL DEPRESSION DETAIL C
se".. 1'!=10

CONSTRUCTION NOTES
1 CONSTRUCT 18"' RCP STORY DRAIN
Q-CONSTRUCT 2%4" RCP STORY DRAIN
4 CONSTRUCT J6"' RCP STORY DRAIN
D-CONSTRUCT CURB INLET TYPE B PER SDRS0 D-2
CL CA14CONSTRUCTSTORYDRAINEMNOUT TYPE A-5 PER SDRSD D-9 @-SAWCUT & REMOVE EXISTING CURB & GUTTER

CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREON
40 SAWCUT, REMOVE & REPLACE EXISTING PCC SIDEWALK
AS SHOWN TO NE4REST JOINT
@--EXISTING MONITOR WELL TO BE RELOCATED BY OTHERS

EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS)
@-_SAWCUT REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER VSD SRF 8A & 8B TYPE A EXISTING UTILITY (PROTECT IN PLACr-)
@--REPLACE TRAFFIC SENSOR LOOPS DAMAGED BY CONSTRUCTION @-CONSTRUCT PROTECTION OVER SEWER MAIN - TRENCH SECTION CONCRETE PER SORSD SP-OJ 110 VE EXISTING 4" PIPES FROM DRAIN TO CURB AND INSTALL TWO NEW 4" DIA PVC SOR J5 PIPES FROM DRAIN 0 MIN. IZ GRADE AND CONNECT

TO WING OF NEW CURB INLET
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-OROINATION OF ALL DRY U TIL I TIES REQ UIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & S77?EET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL

CO-ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORY DRAIN CONSTRUCTION.
x
PREPARED IN THE OFFICE OF:
760172-1-2000BUCCOLA
AS- BUILT ENGINEERING, in c
3142 Vista Way, Suite 301, Oceanside, CA 92056SEWERIMP. PLANS ADDED & SHEETS RE-NUMBERED NO. DESCRIPTION CITY DATE VID DATE 27732

APPROVED CHANGES E INEER OF WORK RCE DATE
F:\223 TWE\01 Vista Red ev\d wg\2 231 -i-sd-09.dwg 1/31/2012 2:04:24 PM PST CITY of VIS T,,, A
hUPROVEMEffT PLMS FOR.-
7 REDE VEL OPMENTSOUTHSANTAFz`
DRAINAl'y p" D DOJECT (CIP-8001) LTZ r I
DRAIN LINE E, E-1 & E-2STORY
LC

APPROAD
k
55075 6—JO— 12
jNp.
27732 SHEET 9 OFOCO
or (MY 'ENGINEER RCE EXPIRES 4VDTlE`
Exp. 3-31-12
BENCH MARK: STATION 2063 IN THE CITY OF VISTA
tcl-I J979SURVEYCONTROLNETWORK, ESTABLISHED BY RECORD D WG OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 284 of 384

1 --------- ____ I ------ -----
I
i- ,
1_______
i
1-11-1-i ---ll-A_- ....
5 I---,:,-,-.-u--,
m
1 I- I- - - -'
r ,
I
I - I I. I I j -------- -
7 ii i11---, ___ - i
I I
t — ____
F
111.111- --
l-11--
l- r
4-= EiEE
11- ------ 111
l_:_--_i ---- ------ __--+------
m-_::

I - ----------- -
V,
t779 - ------- —
1-11111--l-
j_j'-n( VQ
wm!!
r___ _lm
r- -
t -------
l,_t - --- ---- k__101 -1-4--l-

I- ------ -
It-,---,-,
i -------- - 1 ------ -, "
l____
l ---- -
f4------ -
F_
1- __ —_._.
m r ------------f--------- I
I. - - -- - - - - - - 1_... __ - - - - - - - - - - _ - ___ --- - - -1 - - - - - - --.. --_- I I - ".. - I 1-1-t-11- I _1 - I 1--_ . ----- -_ T - - 1- _1 - - .----- _t" r___ _111 - . ,. . - '. - " __ ... - - . ...... ... -- ----- ---- ,. , ,- - , , ,, ---- I - - - - - -- - - ....... ---,,,--. - - ---- - --- - I - - __ I - . ..... - - ,- . - - , - - - , " ,. - - , ----. __ - - , ,, - - - ,, . , ... i ...... ... ..... t - .... .... . .. - II . -_ _-_ .- - I—- - I -11II1 -- -11, - I -l--.l-..i --- - ... - I - - I -.. I --1- 1-1 I I.. -- I _-- - -1 I - .1.1- .- 1-11-1 -. 1 .1. I - -1 - - ... - I . -11 __ , __1 . -11 -- __ 11 --- 1-- -- I .... I - - ---.1 -- -- . . . 11 - - 11 - - lt, 11-1 I ____ -1 - ---- = , :
r_,__" _,__ - --
I-- - - - I---- - - . ,---,--: - - - - - - - - - - t I - -1 --I--,- F I--,,--- -- "' - S4-1.' - - --- - -- - - - - - _#__ , I -_,,-_-_- 7 ---,L ------------ - - 1 ... _____ --------- - - _ _____ 1_1 ---- ----- I ------I --- --- ___ - ---- ------ 1--___ _ ------- __ -- -- -------- , --------- -------- - _'_.--' 1_-___-- --- I ----------- -- - 4 - ------- - - . _--J: ------- - - --- - ------- ----- -_ - - - I I.. I _. - - - I—- .. - - I --- .-11- -- 1-1-1-1- -_._-_4_ .......... ... ____________ ____ ___ -.1-1-I.-A .... --- -1-1 --l-I.....", -- 1. _.

T____..._-- ---- ___ __'t ------- _ ..... - - _- --- ---- - I -- - - - -_- '' -- - - ----- 1- 1-111 I 1.1-1. __ 11-11-1., --l- - l_._-,_-_'- -.
1'.. ----- -- -- - - --ll ---,--: : ----- : ... 1,------ - ----- -------- --- i ------- -.1 ------ ----- ------------.-------- --- l ------ --- _____ i :__.,_7___.__ -.:,-.:--- 7 4:-.
1 _,
5 11 ---,,------.-,--.---.--,----------, i I - - __ - - -,--". ---,------- i 1- 1.1. _.- _____.. 11-1 - l)ll_-ll,-_ __r ----- ----- --- - - - - -: ., --l-_-..._-, - ------ -- -, - _-.1. 1-11.1 - i : -- - I...1.111-I.- -1-11 I - 4- I - ______-._ --------------- - ------
r- E-7 ----- __ - _- - - -------- - --- ------- -- -,-:-- -_:- - -.1 --- - - ------- - --- - ------ :-:J::- ..-:-_ --------- -- I— ------- _ - 1- L_'__'_____-_ T v - __,_=__". ---- ---i ------ -_ " " - I - . -. ...... -:.,j_::= - _: -------- __ ---- --- ---------- -- _--1 -1 - - ------------ - --t --------- - - f___-___l l____-__ -- ------ ____ -----------r -------- ----- -4 I -----------, -,-- --r=1"'...... --- :::_____L-.-_,t ------------- - -1 ---- ___ __ ____-_ l ---------- - ---"
I-,..-,,,,.--,,,-.. '_=___ _ E.-______ , T, - 5SI , --- NL-1- , , -- _- -t----------"---:-------'-.---, --,-- -- "I -- -- ----- -- - ----------- :i--.t--:--:---,------:--.,-"-:-------- . . . ... ---- --- - 1_-_--__A --------------- --- __ ==I-'- ____A______-_-T T -------- I - - - ,"--.-I-:--.",.---.,-,::t,-,.: _:--_4 --. - t--- - 'r. .., - I -_ " ....... . :.-- -------,--,,!--"--,--,-,,-,t=."-.--,-,.- -------------i--t-----.-,-----,- I _' _'_"_'_'__'.. - !_ ____ -

1.1-11-1---l-
I - - - -1 - - _-__ , --------4--. - 4 ----- - ---- I ------ -- :

T,
I _---":----:-----------------:-:-]E 4 ------ --11-1 E _____ :__:'___ 7 ------- ------ - -- * ____:= - ---------- -- - - - -::-_-::--_-__ - - I ------ - . - 1 ---- --------
l_---T_------:--- ----- ------------------__, -_ - ____ -_ -_ ----------- -------- 7:77 _77- __ __::I:_; I - -_-,_.:_.,T-- .- -- - -.----- --,-_--.--,--_--_-,-- ---=---. -- -.-J-:-.-,:-_,::.-,-,-, -- -r --:= _7 __._. __7, - --I-,- -:-:---,--- --------.------ ------ --- ------ I - __ ,51. 9--
F ___ - ...... . _-- __ : --_- -_- i -
I- --I---- -1-1
S -- , - 3x--_-:-_l-_J __ ----'--=I.--=---------,-----.--------4--------- -------- _ - - - - .. - - I1:7 - 11 - F:__7___,.:l-:=-.-. -_i-.-_--:-_-_-_ -_=_-_- -_-:! r-,: ... ... .. .... - ------ ,-,.-.-.,.".:,-,--:,-:-..-I...,.''.--....'.1-I...--.,.---Ill: __-_- _-_-_ .. ,,,, ,:= ,, t ,: .,- 1,=._ , , ____ -11.1 -1 1-1-111 I -..,.--.

I---- - ,_:._:__.- _::.:J_=:,I, 1.11, - 1---l- - 11
41!__1 t'l-L --
1 1-111, - 11 -lll--_l---___-. ": _-.1-1-- _l_-_.1--_-Ll-.11-l - __ ...... _ 1:
t _ :_ _7=:E .----- _- ... -11- -1-11-11.1-
q_
I , __:_ ---------- ---- I ----------- -------- - ----- I ------- __ -------- ___ ______._______ i - ---- - __- - - ---- ------- ----- ---------- __ ___ ----- ----------- --It-% 11_1_./.%n % ------------ - ---------- '_ -4 ---- - ------ -4 ----------- - - ---------- _--- --- _- 1 -------- I ... 11-11-1-1 ---- -- ... -- - ... -_- ---- 1-1-111-11-1. --l-111-11 . -.1. __- -11 - _._----- -+-_---_-_l - -- ._-- ---- ..1111. 1i --l-I - -1-1- --- - --,-,----.,--. I V, ____ _11-1-111. , I - - - - :-:j-: ------ -. -_: I - ------ ----- -_ 1-11-1 L-..__._-. I-- ____.___!. ___ _L_ ...... ___ ---- _ __ -, ---------- ..... ____ -- ------- -------- I ----------- _-11- --- -- - --_ :_ - ___ ---------- -- - -------------- ------ I.-------- -------
s-141-1 ... --l. .___l____l.l.l.._.._._._ll - -11--l- : :_- , : ----- ------------------------ - -- - - ____ ------,---- to- 14 'p. 1 ."" -1111, -1.1 .... - - -- - 1-1 , IF- ---------F- - _- - ---- ___ ... 3 ........ _--_ - I- -_ - - - __ . If_____ - - , , --vI - ---- ------ --- T' ___ ---- --- ________. __ --------- - -, - ,---- --- - ":l__=1 . ..... ___ -----.,----,--- __ I I ....... - -11 -- .... . - A---- - - 11-111111 - -- I - _--__. l_._- _'.''_'41_______, __ __ i " r- - t _,________,.___,_. ,-- - - -_ --- ____ --- -___- ".--- ==- - 2_________, _r __ - __ - __ _ . _ - - ---- -.
1 - -1 -- ----- I --- . --. -1-1 ...... .. -1-11-1- --l-1-11- 1 I r --- - --------- ------------- - r . 11 i - -,- , - - - - :__ !,_: ---- -- - - ____ , - , -_. --- --------. 1111. - - ____ __L.,:_--.=l_ - . ___ ______l__-- -1 ----------- 4 — '=
CNJ .._.1_... ---- --- .. ---: 0 - --- ---- -- U-1---A. ____ ___ _:_ I -'-' _' - -, - _-_ - " - - -, - -__._T1________ _____l -------- - - ---- ----.-- ----------. ___ ___ - - __- ------- ------- - - J ---I- - - - - __ -----4=- - 4 j 5,:,:_:_i -11-1 - ----------- - - - - - ---------- - 77': - : --- I...... 11.1. 11 ---. _.:- ------ - 4_____ -------- -- - ------------ ____________i -------- __ ------ ------------ - --------- T --- ---:-:---J----.:---- - - ------------- - ----- ----- ------ ----- v _1--_____- 1_:_--_:-__[_ ___ _- I:-,:-,%-Jk- __-_,. _,_. *__ _ ---- ----------- ,,, - , ': I p , f --------
I ---- ____
T_-_________.________ _____ ----------- i --------------- I -- -------- I ---- --- -___ I I i - 1 ,
A f 71— -
L___L___ —
L__-,___- ____ - -.-- - ==
1=1 ------- ---- --- — -111--.4--.p._. 7 __ - , - , _--1 I — 1 E I . , :, --- -
1 ------ - --- ----- ------ -4------------ ---------- ' ---------- 11 - --- -------- ----------- I -11 -- - ------- f ___-____ --- I ------- ----- ---------- --- ----- 1-1--.- ------- - ---------- __ ------ - --- ....,_._ -__ EHE4 ----------------- ______,_.__-- ..... 1-11---_1 -------- --1 ___,.,:_-.... --_ -
r- - ==wj=== =:' ____ - --- - ----- --i ------------ -------------- ____ __- I—,------ . - __ -=, ___ --— ---— — -- ------- .= — —
t! = , = -:4-77 -__ __ --------- ____
l 1-11-11--. .... ....... 4,:'l__. _111111-- -1 11-1- - _11-7 ,-.---:----'r.-:: - - - -------- ----- ----- --I' ....... , .__ r-.____
ll I ... -.1-1 --,--.,.,-,,.[..-,..-,.,"-"I.---I ------ .... - I p, - - ___m _:_I, , m__ - - ---------- - _ o , _ ----"----. ---------- --,--- 7-1 -------- ----- --- -- ---------- -- -------- t____________ ______ I -------------- ----- - ---------- --_ -.-,--- -- --- - ------ ____ I ---- --------- - - ___7T7==______-. ______ .. 1. I i E J -------------- - F----------- ---- T_:: ------- E. :w, U-1- Ill - ---------- ----------- i -.- -- ...... -- -,---..
f-.-.--:_--,-.:---, _- --1 - -1-11-1-1111-1
17:._-':- ... .17 :-,,-----T,::----:,---,,-::--::--:,I ----- - - -- -------- --- ------- _ -4 1 _____- _-___- - - T:_- -,, __,,:,,-:r . .. . ... :A'_::,-
0-- ___
r ....... 1- --t- -- - _ ---- ___t_____._, -4-
I I , IF - -1 - 11- I'll, - _[ -
1-11---l-I., - - i - - ------- ----- _-- --_ -, -___ --- I --- - ::.----..:.-J._:-._-.,.-, ,.-.,..---,--,-''----,,---,,,----,-,.,- ,,-.-----' ---,-.-,,,--,--,--t---.-."--,.---I .-."".!---.",.-,."..-.,!:",",:=-,L",-.:=,-.,", ,------ ,,-,,-, ----1 -- l'_-E-__-."_:_T__- . ..... 1-11-___ ... __ [_:_-_:,",_, _="_"-` -"-,-", = 7 - " -1 - -__-,_-_, _J_,_- .... .. ",:,-I'::.',:,--E.,-",--".-I-,i,.:::-.-,- -- ------ - . I - -11 1. 1. . _:'l:'1:.l:,_:: :_, _,, ,_,:,:T'_'_:, :': - ----- - _,___z,:I: __.:::lt.--- 7T_____ --,-,-- --:1 ---------- - -- _-, f --- - - ---:::r ------- -- _,-, - , I --- , , - , F __ __ - K. E'. I _____ .l_.___._.___l -",--- r -, - ____._ - , t - - - - :____x ....... C_ ? - - - - - - - - - - - ,- _1 . ... ... .... 1-1. -- 11-1- - _. _1 -_----- --__ll - "" I 11I -, - I-- . .l-.-:
i".--.-.,--
l-'..,.l--,.,l-'-..'.,-.-.1----1--l'I - , , 1 I- 1-11.1 -_ I -- - 1. 1.111, - - I Ill _+l_ - - - _i , , __ __ 1_ ... ..... .... L. '. ." - "E, - - - I `- ... _ - 4- - - - I _11-.1- I-— , - -.. -1 -11 __-- .-.,. - --1 -- .11 ------ __ -1--l-l- - I ---- - I—- - --+ - = - - , - - - --- 1-11- t- __l___,4-_________-..l --- _- - - --l- I-— ------ __ _ .... --- --11--l", L- .... I— - .... .-._.-l--__- ll--'- , 1-j-2 - - - ------------ - - _ PR0 FILE SCAT T7I ---- --- -------- -------- ---- ----- - ---- --- - _- --- - - ------ -- - ---------- _- - ------------ ; ---- - ------- -- ---- --- I -------- --------- - ---------- ----_ .... t --..- __ __J ---------- _._-__--- ---- -_ ______ _ --------- -- 11 --- ----

I - ----------
I --- --- ; -
i __ 1-11-.- _ . . ..... I---- - ____ . . ........ _--l....---__-- , - ---I-- ___ - - ----- ------ [_-_ - ___------- -1 -- .11- -+-- 1-1- 11 I I - ... I 11.1 - _.- - J_ I - - 1- -1. ____ -.- ..-.,..-., _- I'll --- 1. -.1 _____ -- ------------ I .... ---, . ... -- - - __-__ _- ..... --- _----_- ---_--l I—, ..... ....... i ---- :__11-11-1-1-1-1- I ------ _ 4 - ------ - ------ ----- - ---- ____ ----------- ------------ - _____ _____ ,_______,___- ____ , -____,_ E= == -.,:-_= =_. - ---- --- --- ------------ - --- ------ - - - ------- --------- - --- __________l__ - - I __f_,__,_,______ --- -a- - -- -- ----- - ------- .----------------------.----.-.— -- T -_-- — — --- — — — ------ - - —.---.--"--,r — --------- _____ ------ ----------- -------- jjl- j-_-_,::=_-1,__-.-:_=j . ---: --- ,---i-.--,-,-----t------.--- o::::7 ----I,-------- - C_ :--,-, 4 - ----- ---------- ---- ____________ ____ __ 7--_
i._ --k4--_ --- ---- L_ --- -------- ------- ------ _ ---- --- ---- ---- -----1111l_-l_____ _________- ------------ ----- --- ----1 ... .. ___ ------ -- — ---- - -- - ------------------ - ------ - -- 1-17- — — - ___ -''-,----,-- --_ — ---- - __117 4_ 4----- —,-,---,, EE4E ,_,._:,__-z:L_-_-_--_-:4= ------ — i __'__'___T__ =L'_ --I- - , --,-.
j ----------- ---- - ------------- =
71 — -
I __ --------,-- -
t— — __ 1-1_1 -- ----- 1__--____,-
Tw 7 I -----:-.-
L- - ___ I - -- -.r-::::: , --.-- __ - - __ - 11-1- - _-.= - ----:: _- -- -- ------ - j__________ -:=:-_:-_ -::.::--:-I:::,.,---:::1-1 -------------- - ------------ - --- --- Ll, 'Viwwo .... l____ .. ..... - .... ........ ...-_- , t" ..__ - , "L. - __ _ .. ...... __ I - ___ _ , - _ ... _ _ -1 - ____ -0 I I I --11- --11-1-1- ---_-._.l_._._ l_- -._._l._-_1_- --.- -----__" - -- - . ----, -- _--- 1__: .. - ----- - __4 ....... _ - 7: I" ____ . . ... .......... . . . .. __ ------------ :___ I ---- --------- __ = ... = __ --.'. -- - - - ----- -- -------- __ - + I ---- --- ----- ..,: =______.__. __ ------- I I --- - -_ -- - ______ ----------- ---------- __,- I ------------ ---- -- _-_-___._ _.:-_
J:-:::_-_ ---, _______ ____ " __ ____-_--_---- - ----- --- ----.. "-----7--_-:--:,-:::[::-:--. 1 -------------- - ... --- _l___:_________ '__,___ __ -71 ----- --- - -- - -------- 4_-__-_-l-_ --- --- ---- --- --------- 7 - r1rr-p . ... :: - -_- - -..l.l--____- - - ----- __.lj---- --,:.:-=-_- -1 -- -------- _ — --------- --------------- ------- ------- -- --------- ----------.-- --------__- f,-,- - " .---.------ - ___ _.
l.__l_-ll-__._. -------._.l_l-l-_1- - ------ u_l__7:_,:::7,_lt ------ --------- "' , __lll_l_____._l _,___.,_.j,_ __ _.,., it1tWA:7*;"R--:: ,-tA1A1_ft,%_-___ " - - __ .- - - __ - ------------ ------ _ --- ---- ------ ------- _ ____ --- I - T - I - T----- -__-___ ____ - -
I -.-------- -_
F____-_:. , I 4 -- ------------- ---- ------ ------ t . I --- - --------- 9 ------- ^ ----- - i--..... ---- l-_ " - I:= __ F. _:T-:_---:-___,_, _1-.__._._l_-_--4 I , , - 7- , ---. -- - -,
F..::: --- - --, -- ---t---:: ----- ----- ----------- ------ ------ . 1-1.1-1- ... ---- - ... _:::: .-,,:,-:,-.:"i:-:.-:-:-I:---:IJ-----:: ... l____ __ -...-. - 11- 1. 111--l-
I 1"= 4' VERT. 77:7 --- __ ...... .... -------- -- J.- , - ------ - ---- _:7= - -:= --------'-,,----,--1-:- -7---l-17 -1-11 ".-,', -7,1: -------------- q-,-:.-.:-:: -.=J:.,:_ _--rl_-- ------ - --- _ ___ - __ - - 11.1-l__- __--_11l-l_.__. ___ - - .-I. _u__:m____ _ ,-,-:-- l"--
l---."-..-I ...... I-- _--l.." 1-1--.. _-" 1_7: __q,: " 1, .-_'. : - -_- -__ - ----- ,-- ___ 1 ---- ------- __1 __-__ ---,-------" -
4 . . -------- ------ ,
I- __l' -- - -------- -----
I ____ - - --q,-.-,7:- -
I --- E._ ---------- 1 --------------- --=------:F------- ---- - , - - __ ------- _____ - .- _____ -------------- 4___________i -------------- - I -------- ------ 1 --------- ---- 1__ ---------- - - ----- ____1 ----- - --------- --- __ i -- -- - --- . p- ----.- j r__________l - --:--:-_--J _ ----- __: _-: _ ---- _,__ ____ _ __' - i - - _ 4- - ------- 4 ---------------- ------------- ____ I= 1 11-
4 __, .. --- r, I ---- -i - --- -- j.

IT, ------- i ------
I

I - ------------- --------------
r ---- :=]
1_-::___ --------li-------,---.--l-l- _l__________ __,J_______A' I - --- -----_ - - 1-11". - - t________+__,____.i _v___A_.r____,._-___- ... 4 1 . ...... --.,4-::-,:,-:-,-,---:--,---,-, ... :-1.1-1-1 --- -__ .... I__ ...... ... j _._ --- --_--_____ -,_ 1 _1::_:7_ _:::::f = 1 - - ------ - ------- - -------------- _'_'.. -'-I ----- - -_ -_ ------- ------------- L---------- ill on Y
I - __ ____ =--1 ---- ------ 4-------- rw Uj_.'_.'_= -- .- _ HORIZ. T - 4 ------------ -- I ---- - ---------- ===4===T= - , t f I I
STORYDRAIN LINE DATALIrl
1+00 . . . - f// ,
I
I
1+00 — SC" 1 " = 20' 1+00 I " IBEARINGDISTANCE .

I . — /N
20 0 Ll - S66:21'15 E j2.2j' -I
0,, --k - -l
I
I I .1 \ I I I I - Dr-p . I
1"',
VA'j,,, I I 1'1---- 1 CONSTRUCtION1I.— I \1 1) LOC - 11 , - I .. .. 11 . -t- I 45'lj#E 21.87' ,4------' _l;____t -.--- I I NOTES L2 S65* if 1 + 73 81 AP 179-080=41---l- .

I /I " -_1 -
I
I
I
I 0 I ,
1 ...19 .. \ \\,
Lj S41 *49 20 W JQ2 . 8 1
1 /
I i , __ p -1-1,
I \
1 i I .. .. \ - -
I
I
i 11 I
L — " RCP STORM DRI (D-CONSTRUCT
181
AIN
47 j/ I IpI . IA11J, ... I , - . ., - -'z7 11-111 N09'07'41 I I
l
I , \ . . . '.
l. ,- /-,-\/"---, - , ,
I . --
A-;;l 7 , ;
1 `
W 35.94' - i %
11 \ I
I .*. \ \ I-,-- -
4 —CONSTTUCT 24 I' RCP STORM DRAIN SJ2*JO'48*"W JJ21' - 9 I I
I I . . - 4 ___- 4____' ' / _- -
Nl _,__l -,,4-- , / 1_/ " I
7- / , L/F
11 ___
4 ,
Ci —1
A I V) 3 x 10 C900-1 4 \ , ,- __-______._--- -,
Z:_,, _7 I - ,-_
I . - ik14—
L — __- /
7jIj _- _- ______ , j
A\, xl'.1 11)',I_l I / V _ _
111_'
ll, _t , " /
i _ (D-CONSTRUCT CURB INLET TYPE B PER S0RSD D-2 ti
I I
I , -,, PVC SD PIPES . — - _ — -)
111
q% i . "" t
11,
I-, . ___________ /
1- l / ! I _ , / 1____, I ll . __ -------- I - ", " -
I - 11, , i ,z--
I \
I I :, _--
l— / /" 1
I . / 1,- I I / 1 1 '%
11 2 I I
I .
2 , / /
11 x i ('
11 .. .... . _... / - - -__ ,-, \\ Q CONSTRUCT CURB INLET TYPE C PER SDRSD D-J TO MATCH I I •- .. . // L&P" , \, /
Jl
f . I \ 11 . —
It
11 I I /_ /
I---
11,
f '\
If L .________ I .
1 i --- INVERT OF EXIST INLET BEING REPLACED (APPROX. 6.5 DEEP) -, I I I ) i _ /
11 /
I f
I /
15 V_ _ , - / r/
I 11

I --- /
I I /
I IV - I "I / , I /
0 ,:-. ;
l
ill-, \-"- " f- I z - - I / I,- .. — ANN 1791/ 323-071
1 1 . 11 @-JOIN EXISTING REINFORCED CONCRETE BOX CULVERT PER DETAIL A, SHEET 4 1 1 ,
N
I I , 1, , I I
li
I
I
I
i
v I t" " I i / I
i
I /
I '\ —
SAWCUT & REMOVE EXISTING CURB & GUTTER 1- 1IiN. '.

I (
rr%./ Ill/
I ) i / /
I I /, ---I_
17-- f-_i
I \
I 11
j I 011A , . I
jk ,
I
I . I @-CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREON I I \ i v
I
I- - .
i ) i
x -, _ -,
fl I / "
I i 1 >

13. , // k / . j - i I . ) "' I/ \ , I
I I 1 1 , i I X X I
I -
1 / 4@0 -:—SAWCUT, REMOVE & REPLACE EXISTING PCC SIDEWALK I I A I :1), . .1 I . .
j- / . A ,
I I
i '
I
I
I .

I I /
L, .

I t -1iIIL , I I . \
AS SHOWN TO NEAREST JOINTIIi
tk i -, / \ I
I ; i fI' v , / \ I /
I I L_ _ \ I I ,
i
I
I
I j 1\
11// / ,
N -

1. EX1S)17,Y,VG ST'Cff -ZZ I , -1 i 7 1
I , I .

U) I I 1 / \\ @)-CONNECT EXISTING 4" ROOF DRAIN TO CURB INLET ( I i i
a
IrPER' DWO'l-N I . I . III 0. It 1 I I I i I 1, / / N, a i 117 j I !
i
i I /
11 I
I , , I I'' i / @--::—EXISTING UTILITY CONFLICT (TO DOE REPLACED BY OTHERS) i i,,,,, i 11 1
11 l -_.

I ,
I / V_l 4 I / -.- //
PEA
I " I I , i - I I
t / /
r__ v K_,/ I
ll._",/\, =_ I I ,1.1
1 I _-, , /
OA &
lij _
1 J,__' , I --, '--,, LLJ -1 i . r, - (g)-SAWCUT REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER :VSD SRF am TYPE A1. --------q / . - 1 l /_—, I '/ 1, I / \ I - L.- i k t I
I II , . — I --
I [ \_ I // / 69 EXISTING / 11 '/_I_l / PLACE) j 1 , -1 ko.F--EXISTING UTILITY (PROTECT INZ - IL Io ----------!------- — wj_
I -, i I , i . I I " - — — -
I I I i /
14 11', __ I 1 \ ,
I - ------ - 11 I ,/v-:) -)
I 73 REPLACE TRAFFIC SENSOR LOOPS DAMAGED BY CONSTRUCTION I ) 11APN179-323 / I ___ \\ t ll-" I I
I I t i t - - I I 1 t - 11 -
I , , ------- ) 4 , zN------, I
i
1 4 ,- ,
I -,
X, /" 1, I II1 - 1 _____
l -
1 A -080-42 \ I I APN 179
11,
11 1-1 C. .

I , , r
l
I' -IL -3- "" ,3,-. / /
IN 11.111 '\ - " I — ___.,_.- -
z " )
i
I )
f Ili

1. - — — — / ,
i I __ I '
N ", r - ) \(- - -,-_, y - x( "
I'
IL" ,---, I ,
1-1 , - DI\_ 41 "
If y ,.l., /I - \ I : \
f I - I \,
4 - - , / I I I 1. t __-_____,______ I
L_---_ --,, _-
i -
1 ,_
11 _/ , k , - I I I I - I I -- / , I V , q_k,
i
I
I I ____ i it .,\, -11 _11 . - _. - \ \ ;;
I!--
x \ ) - 11, -_,j — \
I I . ( b, co n I N
i -,, \ I 1 , i I _ 11% , X \, I -
1 __
APN 0 -30 '
k
1_
I f I _J . I %, ". ,i\ CU\
I x -_ - -
I ._____", ____
11 . !\ N, / _-__ -
z I i I 1 - ,-; - /
Vlfl ,f-, . ---- ZeK_ \ , "I' _-- " I I 11 / ----__.__ 11 _-,_ M
10" CL WATER D- 710 -1955=
I- I
j
I
Ii
jI
v
N i
I
i
k . . ...... -._.______3z
v - I
5 I
IIIII
1,
II
s-_ - ------- 711 ---,-,--.-----.---.

I
S
3 __ -_.__
I-
3 / Y I _
i I
i 'l
I
I -1 \ -,,, ,,_l
I I -
I -
t-,APN
iIt
79--_1_2
l_.

I f-_
fl, i
i . I
7 1 f,
i I I
I i E

1.1.11_ .... _--
r-
P . -------- _____4____ II
1 1
I'
i
I

FIBER OPTIC CABLE
L-,--- I S —
I—
p /
I,
STING 8 " SEWER f __
PER DWG NO. 374, -1109 —
I '1111 v 1, ,_1 I
7IN,, G,I STORM PW/N 11X/S
ti
I
I , '
WG NO. 1209 .

I, 3
Z" APN,,,179-130+2j
r I L
Ii
AUnmw"
0 __--l-4---------- 1111.
1 I
I
0 1
I
I
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQ UIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE S0G&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL

CO-ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORY DRAIN CONSTRUCTION.

I
I
PREPARED IN THE OFFICE OF.

ZTCCOA 7601721-2000
P W ENGINEERING, in cAAS—BUIL T " , .

SEWER IMP. PLANS ADDED & SHEETS ( lk
Wa
S RE—NUMBERED It 3142 Vista Suite 301, Oceanside, CA 92056 IL (
01 t;o NO. DESCRIPTION CITY DATE Vii DATE 0 27732 to-If.)) r I

APPROVED CHANGES
I

ENGINEER OF WORK RCE DATE
Zo I
I
0 -_
Qk11 -//
Ilk -
I / I
l
I
D
z
0-
1°' __
A
th
C.Zi
C.

I

LOCAL DEPRESSION DETAIL B
SC".. 1'!=
101
6 " 21' I
6' ,
4--=-------------------I----:=---, =_ ='_l''_'L_,,r
11-- - -- -- ---: -- - ---------- --------------------- ------------- -- - ------ I I -------- - 1— I : 7. _1: __ I j --------- - -
i — ---------- ____± — — ------- 11-1----l- fir`..

I - ----------- ---- -
I it______l__ --------
7- -- ------- -------------- ------- -------- __ ____ __ . - ....- IrI - ------- -- --------- - ______--_ I ------------ r______ - --- -4 ------- --

1., ___ __ _____w___,t::-_-.._-, ___f ---- - ----- ___ _:,____:_:7 _7_7:7_17777:_., 7:77,:71 I -------- - ---- -------- - - ------------- I=-,- " -- ------ -_----r - -11-1.11111 .1. I - -t-- -
1 -- - I_, ---- i 1-1 I 111, . I—-
I ------------ ---- - -- .

I------ --- ---- ------- ----------- ------------ I - ---------- I i-
111.111-11-, - 111. -7 - ----- , 1. I - r : i
I -
l7_7_ll .-------- lll.l._ ...... ____, 7_7 --------- -- ---- - -------- ----_ .... .... ... I .... .. .. ... __ -_ -1_11111 - --.11 - - 1, _ , , 3, - I - ------ -____ --------- -1 i --------- I - --------- - ---- - ------ 4 ------------- - -- -------- ----- --- - ------ ---- - --4 -- - ------- - - ----- -- 1 ----- ---------- t ---- -- ------ -- ---- - --- ------- - - -. , -----_._ - _-.1 --- ---- I— 4 - - ------ -------------- 1 1 I'll
11 ------------ - --------------- =l__ ------- = = I ----_, -_- _-_-: ----- - - - - _- -=--. - =---. Jl. _, -_ _- -_ __ 1111 ...... ........ ___:__-_ r , f__--____ T E I - "
I'll
I . It :_--_-.:-_: -_:_-_-_-.--: -,:--- --- - ---- --- 7-.---.-.-.:-----L -------- I-.---, ----- --- - - I --- I-- " -"---..."_-,_--:l--,-,--,:-.:,lI 11--1 ----- il_. 7:7777_4,r'-:-: - -- ------ _ --- i ----- ------ --- 1__________
t------------ ______-____ --------------- __ ----------4 ---------- ____:. _ L__-_-___-"_ - ------------ t_,_-___-_-.__- T. - -------- ---- ------ ------- ------- - ---- ---- __ I _______
l____ --- - -------- - -- - ____
l
It-,
l_ T ------- 1-1 .111.1 -l_ 1 - 11 - 11 -1 - I I I 11 I I "Ell - I --------- , " " - f - - "'"", ....... ---- S' -_ - "' - 1- .... 7_'_'_,:____, 7_::::__.: ::7777 ---,:-,,--"-::-_-:::-,-,r---,-,",",",, _7.:,7:w___,_: ---- r------,-,---, ,--,-- _____ 7L__.__ -1- — ------- -- -- --------- - .1- --- --- I --- ----------- 4 ----- ------ - - _-__ -------- ------------ - I ------------ L T
1--_.1_-__- -- ---- ----- - ----- --,-,-_- ---- - --------- - — -------- ------------- t:- ---- I - 4, 1, - - -1 I 11 11 11 }. f
I 1. j------.-----.---------- ------ - - --- - ---,- - - --,--- :___ --=-------4--------------------.------ " g i
r--------------,--- -
I --- t-- ---- -- -F ---- - __
1 --------- _ ---
7=_J-. _-.-,:-,::T_: I I
I -- -1- 11. ---.__. -1.11 .... 111- --- -_ - -
I - ---= - - - -- -- ------: f e
77 ---- ---- -[ ---------------------- - ______ -- ------ - -- 77_7 7 _ - --:-:-- - _-F - -- ------ - i ------ -- -- - _.:_____ --- - - __ ------ -- -- -- - -- --- ------------ - _____ , I _: ------- _7 I 4 1.111.1--- __ -------- --- ___- - - -1 I - I
T--____ _______,_____i__________ __ — ----- --- _____t ------ I-- ___ ______+__ - 7777::.. 77:77:1-7- , ______T_1__l ------ 1-1 ----- - 1-117__:: _._ 7:_,____ T :_ -1- ------ 11 I -1 I I
I-,------ ,; -_ , -, I - - - - - - t- - --jr-_ -- ---------- -,----- ---------.- - — --- ----- __ - __- -------- T= ------------- ------ - __+l__, - I A ___.___4- .. ..... - -- -------- --- -1 - __ I-- -.1- -11.1-111.1. 1 -11-11-- -.-l" I-_ " , , _L - -1t -_ — - ----- - --- -_ _- --- - - - --- - - - - - - f F --- i ---- -- I II 1 ------------- --- -------------- .

I
f , I .
4--l- -------- t ------------ 4 ------- ----
7___7 _7__:_7 ; --t ------ - ----- --- - .
11-11-1-1-1 1-1-1 - _- - - --- , i I I - 11Ot----------. ------------- . 4 --- ---------- I 4 - ------------ -------- ----- - I ------------- t -- - ---------- - ---------- -1 ----- --- 1--11-1-4-1 -------- I
7 - ------------- --------------- i ----------------- --------- ----- - ---- ------- 4 ------------ ---,-, --- l'------,-----l--.---- --- -11 I -- _ - l----__--- .... ...... ............. . ...... - .... .. .. ..... -- --.- ------ - - -- ----- -, -, -,-- ----.- I- - -- - - - -- - -- - , , - , -"--- t - It_._ - ---- --- ------- ------------------------ ----- ------ I -------------- --------- ------------- l_____l ------- ------------- ------ i ------- ------ ------------- I I ------- ---------- --- t- - ----- t:::w:m:w::::v, I j ----------- 4 ----- ------- - - f -- - -------------- ----------------- I, I - ------------ --- 1 - - ----------- - - i - --------- - 1- 1.1- -- - -T ... -----1.11.1_- 1"..

I I—, .4-1.1 - 11 1-1- 1-1 1-1 111.11 1111--.1 111 -,- .- _ I 1, I I ---, ii =_-__l_-_-_-_-__-_-._-_ ----- - ------------ +--'- ___,------- -----4 --------- --- - -____-____-L_ - - ----- --- 1________l____ --------- 4---- - ----- ------------- 4 - - - - ---------- j ------------ ----- r___________ i .'', , , , -i __ , 1 - 11 _1 - -- ------- - ___ __ - - - ___ __ --- __ _ - ----- _ - ____ ... --l-11 ---- 11-1 __ 11---11, ___ I.. - - -1. - __ _ __ --- - ,- -.-I-1 _. _4 I - j.

I I---- --------- --- --------- ________._ i__________ -------------- -- ¢ ------- ---------- -------- ----- ll= -_ I Ir
7_ 1 - - --------------
L__ ----- __ ----- -_ 1- -Jl I I
2 1_-- ----- - - -___l_l_
ll-- __ .______-- _____ 1-1-111 1-1 1-11-11- -11 ------ --i-:--:-.-:::,-:,-:1,. ._ ____ __l-_____7:,' -- ' '- " -- --7-11-7-- - - - -----I-_-7. I - I :

I
I fI_ ___- ----- ------------- ---- - I------ -4 -------------- - -------- ------ ---------------- I ------- -------- ______ ______ -_ -_ ------- --- _- --- - I - -------------- -- -_ -- - --- 1_____ --- -
AF-=:_-:- j::= ------------- ------------ -------------- ------------- ----- - ----- - - ---- r ------------ F --------- -- 1 --- - --------- - - L__ ,- 3 —,-- i__ ---------- L-_._____-_ .-.-.------ ------------- --------------- ----------------

I ----- ------ - ------- I -- ------ I
i - ---------- -- ------------ - _
1 - - ----- -------- _ 1-7--_ ----- -- -------- --------- --- z 7777 , I 1--l-- - _- I I -.1. -111- --
I --- -1_1-
1111 -- -
11 _-,. --_. 1-11- I
I., - ....... ---.---- I- - I-- - .1 - _- - 11 - - I 1- ..... .. I - - I - - 7-
4_-___ 1___ --------- -- - ------ __ 1 i ----------
I_- . I , - -- --------------- -- . ------------- --- ----------- ------ ---- ---- ------- ------------- ------- -- I ------------- - 1-- --:----:-,-i-..-..-,-,-,:,-,-, -_-.--.-, , : - - -------------- --------- - --- - -- - ----- -.-- r , _ 1-11 -1 111- -- -1.1 1-1 I 11 -1-11- -- -1, ., , ,, - A., , - . , 1- ....... ... - -----I-. _____ . 4 I I i ---------- t-------- - - ____l --------- F- -----j ------- ---- ------------4 - ------------- - 4 -------------- -------------- _ - ---------- -- - l_______ -------- I I __: .

I . 1- -- - -- ,_::r_ -_--- -.-.----,---l---:7------l- :,--_-. -_ - - -, _. - , -_-. ___ __ - '' - - - 1-111-111-11111-1- I + - - ii , 4___ I ----------- i ------------ ; - - ----------- - __ i - -_ -4 -_ ------ - :__ - _________l ----- ------ --- i ------- - ------- I -------------- ------------- I _: :::-_- :,-:-:----:.-,---+I ----------- 4 -11 .. .... . f- ,---,, -- - -1 -1 I E 1 ------- --- --- ___ ------ -, .

1. . - .
111 _- - 1111 I ,
i , , . A ------------- ______ - ----------------- - -- --- ----------- I - - - ---- -- - j_____
l__
j - _ == :
t . --- ---------

I ------------ -------------
i -------------- 7_
1111_ - - __ - ---- -------- - --
1 ---- ------- --- ;
7r ---- --
1, j - --- :, .7 7 e _ - I
g - f - "
11 11 - 1. , 11 I
11 -
t-__ .-
1111 ': :-.-,r,,_ 1-:Jll_'_'L ::_L- _111- -1. ..11- _ , , - - " - __ - , _ - , - __ , ' - - - - .

II . _- I I ,
J..... ---------
v , ------
11 ------------ -------- --- i------ i - ---------
I— 77=i ----- --- ------- --------------- - - - 77 .111, z --- - -- 1.111, .11,11'.. I _ __ -_ - ", ___. _.- __ __ - , - -11.1 - - ___ - , _w , 7- r - - - I i l --- --- -------- ---------- -- - -- ---------------- ---------- - -1 - - 7- --- --- ---- I . i - - 4 ------ ------- -
j :
11 -------------- _ t ----- 1 --- ------ -- -
T - --- -------- I -.1 -- 111-1- I- - -__-__l_-_,___- --1. 11- -11 - - __ 11-_." __ _ ___- - __ - _ - , - - 1, , - - 4!=______, ___
L___ _
I 111-1.11.11 €...,....1.111 »1111.._ 1 --- - - 111.11, --11 --- I. I-' ---- -- -- I - - 1. I .- -1 - - - I 1-111111- - 11 11 1. I .1 IIi . 4 _____f _- . -1 -11 I'll .111 I 1-11 I I . I
v
I i -- ------ ------- - .. - ---1 - ----------- I ------ - ----- --- x ------------- -- i ----------- ----- ---------- --- 1----—.---,----:--::--'L""'4""'-' ..... . - -- ... - --L- ..... . -- ------- ----- - 4 --- ----- 7 7: :7 7:-7-J --- -_--:--[- --------- - 11`11._ --- -.-- - I .1-1-1-.4 I . -I- I 11 - i I - 1 ------ 7- --- i- i I i , i I, I
x
4 - ----- ---- ----- --- -- ----- - - -- - - - - -------- --------------- - --------- - ------- ----------------- - ----------------- --- ------------- --------------- _ -- _____ -_ -_ -- - - - -_ - _-_____ I — _ w:===i=__= __ 2 — I 7777±
7:
11 , 11
L ------------- ------------ - ----- - -------- -- ------------ --- ------- - ------ I -------- - ---- - ----- -- - - -- -------- -______ I I --- . 71L __ __ E - _77 - ------- _
I ______
i_
1-- - ------ -_.--__l--+- -.- --- ----- - 1 2 1
1 -
III , I- ----- . - , -,-"-,I - - -- -- -- - --, "", - _- --- '+_ "A ----- - __ , __ -, - - - - - I -i -- 11 4-1- -- 11 1. 11 I I ___ 1 --------------- --------- -i:-:--,-:i::-.:-,:- -,---,-:l::,-- ::-,--::-,-------,---:--7: ------- -:-lt --- 7-,--ll I- I .--!-, ---,, -!------::--,-_ ---- ------- ---- -- --------- - I— I - __- - -- ---- .----- - I
I , T ------ ------- -------- ----------------- --- ------- -l---------- ---:-:- -- -4--------- ------------- _____ - - ____ ___ ___.___7_ _ - - ----- - -------- I ---- ------- --- -- 7:----_--' ---- __ 1___________4 ------ - ---- _ I- 1_;_: 1 : -1, I l .... 1--_- 11-1-1 ---, I I-— --_f 1-1 ... I.- I - ----- - T.:__",_=- , i ------- -- --- L_____.__k_ -- --------- I ------- 4---- --- ----------------- ---- ------ - -- -- _______i_ ----------- ___________ --"--------- . . 4 --- -- ---- -- - ----- ----- __ - ------- ---- -- - __ - ___ --- i __ - - --- -f -___ ___ ____ 1--_ _ __ __ - ----- - - - -_ _-_ v_ - I- V -, , -, T -, - i 11 77-, I . ____
j --------- __ j t== __ - --------- ILI 4--,----- -------- _._.__._- ------- ----- - - ------- __ ------- - ------------- - -- _______ 4 ------- ____ __ --------- _-____-___ - -------- - - 1--- "I - 41 -_ -, I , 1I. I,.-.- _________l - -_ --- -- ___l__ --- ___ ----- --- ------ ,_ --- -- - ----- ---- __ ... i -- - -- - ---. __ - , 11 I I. -t: - 4 - I 6II- - =_,_---_------ -------- ------- J- ------- - ------- V --------- - ______ ______ --- j ---- I ------- ----- w j_ w ------ ------ ,-:-,-.:---.-,:t,--,----.--.- _--- l-_----::
l---------- I t_ --- lt: :_ _T - ------- -- -. t I---- - ___- -- -- --- - j ----- - - [ -- . t I--- ______ ___==________ _______ ----- --- ---- - ---------- - --------- I ----------- __ __ , _A__- - -- -----------------.. 1111 IL E L______ ------- __- _- --- ,_- __ , . 1 I
I SCAM 1 " = 20' .

I
a
1 20 0 20
40 6' 14'
6" p -
I r=111111 - - - b
w - CQ . , V A,
n . +
Q Q X% V %
1, %% . %/ \)
1'
M
x x xT ,, , e N 11)
3 LOCAL DEPRESSION DETAIL
C SC".• l'!=
10, Rj 21,
6'
I — —
N \ — — C,-- 3r
I& "
41, - r,> :- __N C>l - Cl >
r Rl
P, f, :- __N C>l -
Cl >r
RlP, f, :- __N C>l -
Cl >r
RlP, f,<-, .

R-D LOCAL DEPRESSION

DETAIL A CITY
of
VISTA I IMPROVEMENT PLANSFOR.• I SOUTH SANTA

FEREDEVELOPMENT PROJECT D
CIP-8001LrTj STORM DRAIN LINE F G,
H &
J APPROVED 1 55075 6-30-11. 4 V,, SHEEP I 0 0F25for (TY IENGINEER RCE EXPIRES BENCH MARK: STATION 2063 IN THE CITY

OF VISTA SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD
DWG -3979 OF SURVEY NO 14023 LEV 359.22 (
NGVD
1929)
I I COV REVISION.
911512004 1 F:\223 TWE\01 Vista Redev\d wg\2231 -i-sd - 1 0. dwg 2/21/2013 8:45:06 AM
PST I I LN 2009-025 VI MAPS F15,
G15 &
G716
I
I

I I LOCAL DEPRESSION

DETAIL A CITY
of
VISTA I IMPROVEMENT PLANSFOR.• I SOUTH SANTA

FEREDEVELOPMENT PROJECT
CIP-8001LrTj STORM DRAIN LINE F G,
H &
J APPROVED 1 55075 6-30-11. 4 V,, SHEEP I 0 0F25for (TY IENGINEER RCE EXPIRES BENCH MARK: STATION 2063 IN THE CITY

OF VISTA SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD
DWG -3979 OF SURVEY NO 14023 LEV 359.22 (
NGVD
1929)
I I COV REVISION.
911512004 1 F:\223 TWE\01 Vista Redev\d wg\2231 -i-sd - 1 0. dwg 2/21/2013 8:45:06 AM
PST I I LN 2009-025 VI MAPS F15,
G15 &
G716
I
I
06/25/2024 C8 Page 285 of 384

i---------------
3 k ,
1 t
L 1 N5072'44 "E 31.97'
L2 N35®3449 "E 40.79'
L3 N0576'11 "E 53.59'
Ma5
L-21'
AC WATER Mr
p -1399 -1974

STORMORAIN LINE DATA

BEARING DISTANCE
L 1 N5072'44 "E 31.97'
L2 N35®3449 "E 40.79'
L3 N0576'11 "E 53.59'
a
i..

P
t - -.... . -- z _
1 +00 1.00
R' 21' 6'

LOCAL DEPRESSION DETAIL A
lij j N
004y'J' °
MOD. TYPE C CURB INLET
Ox
g
x
L
6' 21' 6'
L0LAL DEPRESSION DETAIL B
SCALE:• I = 8.
0 n
I:- --- -

PROFILE SCALE
1 " = 4' VERT.
1 " = 20' HORIZ.

SC" 1 " = 20'
20 0 20 40
A6AS-BUX
ASEEWER IMP. PLANS ADDED & SHEETS RE-NUMBERED
N0. DESCRIPTION a1r

APPROVED CHANGES
07 CONSTRUCTION NOTES
D-CONSTRUCT 18" RCP STORM DRAIN
Q-CONSTRUCT 24 » RCP STORM DRAIN.

O-CONSTRUCT CURB INLET TYPE B PER SDRSD D -2 TO MATCH INVERT OF EXISTING INLET BEING REPLACED (APPROX. 6.5' DEEP)
@19 CONSTRUCT CONCRETE LUG PER SDRSD D-63
F @-JOIN XI IN STRUCTURE PER DETAIL A, SHEET 4

SAWCUT & REMOVE EXISTING CURB & GUTTER
CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREONw„
dam•'- -° -Wwa
N ^--- .- .,.,.,,,,.,._. EXISTING STORM DRAIN CATCH BASIN TO BE REMOVED TM ` CONSTRUCT CURB INLET TYPE 'A" PER SDRSD D -1
39 EXISTING TREE TO BE REMOVED & REPLACED
@0)-SAWCUT, REMOVE & REPLACE EXISTING PCC SIDEWALK

AS SHOWN TO NEAREST JOINT
A_ 51 EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS) f, @-SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER VSD SRF 8A & 88 TYPE A
@-EXISTING UTILITY (PROTECT IN PLACE)

REPLACE TRAFFIC SENSOR LOOPS DAMAGED BY CONSTRUCTION
NOTE.-

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO- ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL o CONDUITS STREET LIGHTS & STREET LIGHT RUNS.

Q _ WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL

CO- ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN CONSTRUCTION.

G q• , G 0• GEC o•
S

LOCAL DEPRESSION DETAIL C
CITY of VISTA_
I .
a ,
IMPROVEMENT PLANS FOR. -
SOUTII SANTA rEj REDEVELOPMENT
PREPARED IN THE OFFICE OF.-
DRAINAO E PROJE'T (CIP-8001)
2404 q STORM DRAIN LINE K

BUCCOLA
L & M7601721 C, D. BU,
E—AIGINEERING, inc XllWNo. 2 32
55075 6 -30 -1 Z SHEET 11 OF25
Or- - far CI ENGINEER RCE EXPIREt D E
t 342 Vista Way, S 301, Oceanside, 92056 * Exp. 3 -31 -12 s BENCH MARK: STATION 2063 IN THE CITY OF VISTA
ViD DATE 27732 jp. j 9
F
HIV I` \
Fp SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- 59 79

ENGINEER OF WORK RCE DATE
Op CA` OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
COV REVISION. 911512004
F: \223 TWE \01 Vista Redev \dwg \2231— i —sd -1 1.dwg 2/21/2013 8:50:24 AM PST LN 2009-025 VI D MAPS F15, G15 G 1 606/25/2024 C8 Page 286 of 384

I _ t- - - - - --
5 ;__11,..

IjI
l_jl=
1 -------- __
1 1-11 --- L- ...

I -------
1-1 - -
J ---- __
F t
h .

I
1- 1._,., -- -
i- - ---- ------ -,
1i 1. _ -_ --- ---- _ '___':___'
yl -, -- ,
I I I ------- -------- Im -- ------ ------ ------ ----
11 __.l.- -1 - -1 - - -, 11 , _'__-- J ----------- "_["_'_'L_ Jf-'_ -_ " --:-_-__'L --- -.-__--.__-- I ____Jl -------- ,- ___ i - - .1I .

I I
11 I I , -_ - - ---------
I— --- ----- I -------
7:7 7:o7---
j - ----------- f -------- ------ ------- . . 7 _: I - - I '":
1-1111-11,11 .1.1-.--.,:,-,:,:,_---,)",..,,,., T---- f --- ------ --- ------------ -- -------------- i ------------ I ----------------- --
i 1
4_ --
l- --
F_-
I ------- --- 11111- --11-
61+00
11 - 1111.. - _ , - ..-.l__..-_l_l ----- ....I- _l_______ ..... ... ''..' ------ - . ----_ 111_--'__ ....... --'--_'--'--" --- -1 ... -- __ -, - - -__ - 1. - - I - _. 1111 - - - '- - - --- - - -- -- -- -- - - - - ._ - , ''. 111.1 - - I - V _- t - 1- 1-1 I'll, ---- ". I __' .., .... __ _- "I _- -.- '--__ - ------ - - ---- ------ t 1111.. ---"--- - ---------- ---- --- -- ---- - . ___ __.- _"_ " - --- I- 4 1 x- -- --- - __ - ___ - __ ----_- -1111 ------ ------------------- - ---- ------- F_-____-_ =_-'.": --- ---- - - nE:77.7___vw -- ------ -------- ---_ _4- ---------- ------------ -------- ...... I _ __ - - ----- ---------- ---- --- ------- - - - --- ----------------------------- I------------------------ I , i ------ i_--___-__ ------- ------------- -- --------- ------- ' I _. - I I - E 1- 1 _________4__ ---- _ -______ - -- ---- 11I - - ------- _ I --- I ---- I .... - ......... - - - - I ... . ..... L .. .. ... '-'---- _-- -- ---- - -' - 'L .... _-1 1111 1. 1 I— . - - - - - __ .... ..... _ _'. - --- 111.1 -11 --- -11- ---- - --- -' . L -_ -_ " 't . LL-1 - _-_- _'_":__. L_'____' "._' __ ______ ------------ -- -1 -_ -1 .- -_- ----- I ---------------- I ------- _---, i . '_' 'T - - -_ ___ = - ---- _-_=.____ = . I -- - - -- I _= T___' F - I 11-11 - I 11 - "I, 11 - 111 .... 1 - ...... ---__-__-_- . --- . - 1 , - - " '_ -, ..... ___ ' _-_L_ ______.T_ ,w _'___L_-4_-_------ - '_.. - __-' - -- ----- - - -- - - __ " - ___ - - ' ' __ ___ __ ___ " '_-- '-' ' '-"-'-" - ___ - ----- ----- ' __ - ---:-- - _`- - - _: .' L" 'L ------------ _.____".'_.___'j_'."_:_'.' i:-'----- ------,c --' ----:: --z--.-_-_---_: ----- - - -- ' --_-_- _J! --------- ____' ' ___ __ --- - - - y - ----- --- -_-_ ___ - -_ " __'l______L_______'__'

11.1 I I 'i - - - ----1 - . ____- _-- _- -
I _ ___ -- C lr ------------- 4 1 4 ---------- ----------- - ------------ ----------------- t-1 ------ -- ----------- - --- ----------- - ------- --------- -------- _11_:__ _--_-. __ _-_ I It-=-==-= ------ --- f ---- ----- L- - - ... - - -- - - - ____ -_
I - __::::_ "-_-
1--- I --- I ---- -_ . -----: _
t______ I - -__ w__:. . 1- -- "'i -L"" -" _f " ..... ' .1111-11I -- ---- __ __- -- - __ , - - , , _ -, -.,- ____ , -, _1111-1. -- 11 Al 11- I I i- 11-1 - _11_111111-1 . .

I—- Jl- . 1- 1- '___ _ , ".
4 4F , ,---- ---l--- - - - -_ --- -- - : .... t - , , _: f - __'__ I - -_ __ -_ - - _'.. 4 - -_ - _=-_-_ _-_-'_ .4 -- - = - - - _' :

I _ - _ '_'_____ _ ......... -
11 _'_ __-, _'-' I— __ll -1-1 - ... -1 -1 I - _-'. ---111-111-. 11__l'.:N'lf- - __ -- _____ ... .... _' ___ -_ l--__-_____.; i f ----. -- =--IF, I—— x -
t , 7--- ------- ----- -- - - .- - i __ . ,- _ ---------- -- - _t -------------- ------------ - ... -.. -- ----- ------------- ___'__________ ... - ---- ------------------- ------ ____i ti . , I ----------- -- I - - - ------------ - ---------- - -- f -r'__________l --- ----------- - ------- --------
2 1 ---- _.'____.4'____.______
I I -- _-__-___-_ -'_-l____._
l- ---- ____'_-_- ---
I—— -1 ---- --- 4- -- -- - I—- - . -- --- 1--l-, ---------- ... -_- ..... -- --- ..... ... . -1 _1__-'--'___."'_.. -j-- ...... . -'--"'-'- "-"'-'---+- 11 .11 .... .. 1.1-1 .... -4--- .. .... 1 4 1-1 __ I- -111-- .l.. I—— -- ______ ---------- - . ____ T1-11-l-..-.-.1--,,1. 1-I.-Ill-1-1. _______A _____ - _ - I E__ _____ -----I-
I .......... - .... L__--l-._l__ =- ill__ __ - __ __ __ ___ __ - - - - - - --- -- -- - A..l_--_1__- - --- - - - _. . __.. --------- - - - _-- ___ -__--_._l_- --- ___-___.j i II t ____ _ I . 4 I - - ___ --------- - " - i-___ - __-_ -_- i -- -- --- - - ---- --- --''-------------i---------_,:- --A ------ - - - - -------- -- _ _1 -- --------- t--,--- -I"-- - I -111111- -1 -- --- _- I ----- ... ---.. -__---_-________'_ 1------.,-::------.---,-,:,,:-.. .-"-,-,, - ---------- -I,- I—— I— 1-1 1. I— - I --.- --.. I - -__ 11 -111, I "I - - I 11 -1 .... --- - i -1 I I -1 L. I I . ... 1. -1 I I -1 - - 1 I ".. - '__ - - - __ _', -, , :,_ _: -"-- ' I , -_ -_ ---------- ------- 1. .

I I---- - _____ ------- __A_______ ____ ___ - __- ----- - __ _ _- ----- 1-1 ---- - __ --- ------ 4, ___ - -------- - -- ------- _-, _ __ ...... ____ ._ -------- _ ---- --- ... ____ --- ___ - ____ --- _____ '___-' -_:.::' p !'. I—— -111-11.1- 1- 1-11-1- -_- ... -11 - --i" -1-,.-,--,,l,''.11,11-111".-.!- --- - -- = --- , 1_-11--_l_ 11 __ - - - I—- - - -_ -.-- - - __-l.--1---'A I I -- I_ --- ---i- _ - _ -_ --- - -_ - - , .-I, l- - .

I I -_ - - - " ' ' - ' -_ -_ -_ -_ -_ - ____ -1,
I _ . ,:-_--_-,-':""'
L"--'"'-'--"'""""'--,::::"--,--::--_--_-----"-,-,,:--l'-,:-:-,-,-,--,---I --- ------ - ll--.-- ------ -- ----- :7-777w: -_:---- A-____ --- I -------- --- _ - ----- - -
Y---- _1-1-11 I - -I--_ - 1--- --_I-_-_-[': -_ ___i_ _ -1- ----- -_---l'-___='J= ... _'_-_ = _ _ -J.-, J_-_-_:-.-----:- ----- ___Ll ____ F___'._.L'. - _--::. - __-1 -I- - __ -1 -----,----! L'L -_ ___--- - _ _. - :L -------- -_ _ - _________-_-_-_[_-_-_-_-_ --------- - 11 -_- _:'- -- ------------ ---
I . __ - _'_ f I --------- __'._w_ ,:4 ::_7:7 _.:__:_:_ 77__:___ :77__:_:'__ 7,77--_ --1.1-1.1 I - - _ _", - ---- 11 - -1 - -1 I -1 1-1 I _- -_ --= --- =-_ -------- --------- -" -, - 7 ---- - ---- --- -- - - - -j---.------- - _L___ _____l____'__L______ 1 - - - ------------- U - - - - - - - - - - - - --- ----------------- ---------- - ___i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- . . . _ . . . . _____ I_ - - . . . Ir " ' ____________ - - - - - - - - - - - i ------------ - ----! ............ I,.-----.-- - ____ - - - - - - - - - - *----- ----- ------- ------------- f--_ ___ - - - - - 4 - - - - - - - - - - - - - - I - - - - - - - - - - -, -:::-,--,-t:--,:-.-.-,----. '. - - . . . . -- I— - -- ----- -- ---- - --- ------- -- _U_' A_'_ : - --L-- - . . . . -- --- - - _ I I I 11-1 ____
I ----------- ----- I - ------- ----------------- -------- 1-1 -- - ----------- T ---------- --------------- ---------- I ---- -::-:--:--::-'_ t- __ ___ -, - ---1J--_:-'_-.-___" - - ".. - . , _.J L ........ -- - """ ' ' ' J'-- ... . :7:: -:-:--'-:-':: _. :"7::-11- :- -'--.-.-'-_ __ 77: ..... :_l_7_7__:_: _' - ------ ------- _ ----- ---------- ---------------- --- .- ----- I .- _._'_7__'__- =__:--:q-.':--'----- 'L . ... - ... ..... ;I ------ --- w :: 07 _: _" :7_w __:""_:7 .- ... I - - I— ... .... -- I - T - I - - 1. - - 11 11 - - - -
I __ - - 1. - 1-1 --- --- ..- ------- - --_ --_ __ -, - - - 1 ------- :7 7:=' p_':7_777_ :_'7:7' :7_1 -------------- --- 6- 1. I- 1. 777-7- ___'__w_':--':f --- - ---------- -- - ---------- t ---- - [.-__- l_-______' L I - .- _' . - _ ' __ '-' __ ' _______: __ __.. it __ I , --- -_ _1 ____ --- :--j-'____: -- ----------- -- 1 ---- I—— - . . . . . . , + _'__ " ' - __ __ - I - I'll, - ___/ - -I----- z __ - _ _.___"' 1-11.11 ----------- -- I ------ --1-1 -___l_-_- - I I :7:m ..... .. .. p _ .... '. 1 ::': - . -- "I". f . _4.' I__ ---- --- - ------- _ - ----- - ----- ------. - . ; --__- - i- - ; --- ---------- f
f . '_ ::-. ''J '=_ ... _7 -_ I- -, ' ' - - -_ - ",_ _- - - , :: -.- ':_-"_.:-.' -". :: .. . ..... , ._ -_- -!:-='':J- -----11_ I - t_ i I __ _ ----------- ------ __1 -------------- - _______- --- - -- - --- - -- -------- I j ---- ----- - #- I ---- I - ---------------- 4 --------- - i ----------- - I— ----- _____ -------- -- ------- .-------- ______-_______ l ___ .--------- . - ------_- ------- ------------ ----------- ------------- f - -___ - . I _______ fl____l - ------- ------- ____ - _1_-__-.__-_-- ------- -- ----- - 11 .- - ------- -------- - -- ---- ____ - . ..... -- - ------------ ___- ---- -- _--- i . j_ __ :'. :' : ... . . .. _ -
I _:__:.'
l _ '_i_:: . ...... _-_ _-- -1-1 ----- -- - I— ___ll l--l_-___ - I -1 --- --11.-- .... . ....... - --.--,. - ---- --- - -- ------ ---- ---- __ -- ---- ---- -_ - .'_ J, _:'. ,... _- _-_ ---. - 111-11-1......' -111-11- - - _ - - I __ __ - . ____- - 11 _ -1 I -1 - . .1 ____ .- __ --- _ I - I - - - -- ------ M.l - ------ __ -- ---- ---------- - - __ - -
11 I 1.11--,-.1--,--,11.11-..11'',-.,,,.-Il-,-.,-,-."",.,.,.,.,-----,-"-,-I-,-.",.,I 1.71 _ _7 I -_-1 --------- I— _"_____---l.1_-' ___4 -- --_--4_-_-_l_ll_ -1 -- - -- __I_ -------- :--'--T-::-:-:-__- 'I ___7____ -_ --- I - ------- i -------- ------ - t---= -: ]::--'_.' J - - I _____T__ - -- -_ - - --- - - -_-_____L -------------- -------- --------- - I , -J, EEETEH I _. .11. I— __ - _"' Nf. - -___ - -- _4 - - - ____ "I.- _ - --------- __ ---- ------ --1 - ...... __ . . . ..... - ---l..'.--.---.-----.-i.------ -11 ___4__ - __ - _____ - - - - - __ - ______ __ _____ __ ____ - - -1 __ ------,---I -- - --- I- I - -, ---- I—— -_ I -11.11.1.11, --.1-1-1 I ...... ... . .' _ , ___ ....... ----- _._"_L_' I - 1_- ------- ----------- ------ ---- - I ------
I ----------------- y
i t
I -------------- L ------------- - ------- L - ---- :__ _'. ___ ------ - ----------------- I e_L= _- -- ------------------ ---- -- ------ __-_____-________ ___ ___ ------------ - -- ------------ IF --------------- -------- - _ ------ - __ -------- ------------ It-------------- __________ - ------- - ---- ------- -------- -------------- ---- -- ------ ------ ___ -_-_-_...___--- ----------- ---- - --- ....... - -------- - -bWAW-:l V- 7____ ___' -------- 1--_-- ------ -1---l-l- ___ ....... .JL.': ,--,-."-.-Ll-,----.-,-Ill.-I-- - -------- ---- t::__ -, - 7:'___:__T'_' ----- 11 ---- ___ '- -_ - - I . I . .
1-1-1 --- ---- A j_____ __ __ ---- ; ____-_____- f I i I I_ -------. - ------- - ------ ___ ---------- -___ ________ _____ 1-_'-_-1-_--_ --____._._Al____ - ___ _____`.-_' . ."...-I I., -l. 1111 -11. - --.1-111.11111.1 -1 _1- ... 11 - ...... --_'_.__ -1 .. .... I—— _- 1-11 11-11 -11-11I.-- ____ .... -_-'--_-______. : : _ --- __ _'___' __'-_____""______ "---"---" ._l__l-_--1_1-_.- ---- l_______'____1_ ....... _'____.__ ---- --- _1 ..... _11I.- -11.1 ... __.__ _. ___ :_p::_':__:j- _ l__.' --------- '.'_' ----------- - I 1. 11 -1-1-1.1.-_ 11 '..". - - __ & __ - L_L L.".___ --"--,----I--.-.--L-.,--- 1-- - - ---------- -___ - --- --- ----i I ---- ------- 1-111. ---'. ,'.."ll.,,ll-ll.'.."."-- 4 --- I . . I .

T --------- --- -1- ----- '-__ ---- ---- __1 ------ L _ -- - ------------- - - ------------- _ --------- __________4 ------------ ---- - ------- __-___.___-____=" I -- ----- ------- - ____l ---------- -- -------------- -__-_-___' ____ ----- - ____!_-;:_---_-_-_ --.--.--..'.,-------.--- ---- -- -__'-.------'- I . , ---------- ---
t I .-.----.---- _____r________ ______'

I ------------
I 1 - ____ ____-_ -_ -4: - - - - - - - - - - -_l_____ ' -- -------- ----- ------------ 4 ------- - _-__-_-- - - ------.----- ---- ---------- -- -------- ------------- I ___' 5 . - - - - - - - - - - - t ---- I --------- ---------.- ---- - - --------------- ----- 4:=::w4:= --- ------------- ---------- ___+::=:_ - __r__ - - - - ________ - _______4__ - - - - i ------------ --T -_ -: - E:: ==T= - --------- --- -------q- ----- I ----- -------- -t-7-7 _ ----- - - -- ------- -- ---- -------- ____ _________ __ ,- - _______ ___ ...... - _+__ = ------- _____+__ __________ - 7777t - ---------- I_ - ----------------- ---- T7-' -_:._r- - ------- -' -_- ------ - I 1-1-1 '' I 11 -1 I
F________ - ___ ____ --- --- 1--_ ----- - - ---------------- _ __ --- --- __ - ---A - _ j 7:ro:7_7 .__ __ ___ - -_-r:-'--:-: ___ ----- --- _- --- -_ ----:---:::--.-!-,-::--::-- --- -1-1 --- --- ____ ____ - :- --- j- --- -_-'.. -.- -=------ __
l_l --------- _________L ------ ---.-. ___________ ---------- -- ------ - -------- y ------------- -- _ . =
17= 7777T== ----- ------------ 4 ----------- ----------- -- ___l --------- - __ - -- - - ---- --------- -------- --- -_ -- I ------ ----- - - - _ ------- __ _____"'_ ... .... _ - - I -.1-1-111- I 111, 1.11.11111-11. -- "I ____ . 111. .1 ---- IT----- --
I 11-1-1 -
I
I I - -l---_l_.J . . E
I------------ ------- - - -- ---------- ----- --------- - --- .... ---- - ------ --'- ----- ------ __ ' -"-, - - I i - - __ - - I -1 - - - __ - - - - r --- ------ - ---- ---------- ------ --- ---" , -----':--: . ...... - ------ -- _= - -,-----..- "--"------ ------ _ __-' _: ----- ------ __: _ p__ '_ --------- :_ __-_:'_ _t_ _': -,:-I,-,-":----,:t,-:-::,:-::, ____ ------ ---------- __ L_
t -'f___ -1 - - _.____'__ ___11-1 -1 --- 4- _ -- --- I— I - -- .... ---- --
1 ------ I __ _7J"'-"- "' - - - 1111_ 1111 -11 - - - - pj::_m::: : 7 -'- _.::_'_' -1 - ___' wo __7 '_r - :':' _ ,j " -, _. _" - ______ _______J Lffl_y-"_ - v_____________': - - -- --------- - H=_ ___ _.. l..._--ll...._ _-l---_1_ 111.
l-'_._____.' ____ -------- - ___ ------ - . - - - -- - -:,- - - -- 4----_--_-:- - - --- - , i i z [
I r__:__._ ___ ----.--,-, -
L ____ - --------- .-_- ------- _____' - ___ _ ------------- _ ------- -- I i I ---------- ----- - - 71 7--7- _t___________ __ I ----------------- --------- ----- ______+___ i -------------- - -------- I ------ ____ ___ ------ __ ---- _ ---- 5- ---- ---- - ----- --- !---- - - - -------------- ji______________ _..' --f_=_:_j-_--__'_-_'._-_-: ---------------- , ---------- -----.------- - -- -------- - --- ____- ------- - __-_I= -------- - - - -- ----------- 111-111-1.1.1 - 1 I - - -1 ---1-_-' .1 --- - --- "I . 1-1.- ' -l. --- -- __ __ - - " - _" __ - I I --r -----I, ZF - ---------- - --- t -------- - - -- ------- ---- -------- -------------- I ....... __ , -1-1- :-- -'-_-_:-'-lr-_:-- ------ : --------- :_-'4"'-:--.-----T'--- -- , t ------ 001 -1 I I _. - r____ E" I _
fU_)__/_v_ - - - -11.11, - - . _--- ------ --- ---- -------- I --------- --- - - _--_l__-__. _- -11, - --_ 1. .............. _ I -.1.11-1.11-111 ---- 11 -- - I—, - I-_ -1 I—- 1.111, ... I .- ': __ _._ - - - --_ ----- ----- --- _ -_ -'_--_-l' -- .. ,,-,:-::::::::,-"------------ ..._l-__l-J --- --- -- .--,,.-.-.,--l.-I.I. I--11---1.1--l----::,-: --- _'_ - ----- - -__' _.l_l-_'_' - '' __ -,",.Is ---- ----- __ ...... I --- __': t - I- ' "-- ____ - --- - - - - - - - - ____ - --- - _ I - - I
I I ____ ____ - ----- ____ _________ _______
l _____________'_'___ ----- ---- ----------- ---------- -- --- .1 i i-
I I -
I " ' II ----- -
I ---- ,-.-. _ ------ -
1 --- ---- -------- ------- -_--
t- . L4 -- --_---_- -
X----,"-- ___ - _
7-77-7, ur:7- I 1-11-.111 7:7:_' -, 11 ... --- _11- ..... 1-11, I _1---.__ _-_--_________ ------------- 4 '_:7-:t-':'.:_--' _1---- .

I - ------- ---------- ___ --------..---- ------L ------ ---- -- I-- ---:---I.----.------:.:"-""--.---. ---- ------ ------ --------------- ...... - ----------- __'L'_'___'L_-_--:-_-_ -_: - --.-:i-- -- --- --- ' ----- - - ---.------ I— - .- - I ,. _-- - ...- - - -1 --- I - _'f t-l -- - I I
4 --------- -_-- _ ----- ------- I 4 _.____4______ -, .--- ----- -____ --------------- == ------- - ------ ------- __ - ---------- ------------ ------------- - _ __ _____ ____ ------------- _ .... - -1- ---.-- -_-_-"----,-,-,-i------------ =.-------I---------------.---- --- - lf-:-_-:l ... -----' ... .......... .. ..... .. ---J' 1.11 I _ 7::__7::__.'__ __ - +' __._'__ .... ___.____.___T_'_ -:::t-.:-:-:,-::,-.:W:-------.-:------- . 1-1-1.1-1111- ___-_l____-+ W:_:: _w __:__:::'.w::: _:__ __ ------ 4 -------- ------- '------- --- -------------- I"-----'------ 7-7-1 ----------------- ----------- +__ -------- ____4____ _f__-l_____ 1 . 1-11-1 I -1-1 --11-1- -111. -1 -11 ------ I— -_--- Tf -1 I ' ' 7 ' ". -
I 1. -1 --- i- --- - ___ ----..---,.l',,,,-.-,--,",.-,---.-,-,- - - --" - -- -- -- - 111-1. -_ ---_ _ , x 0 . I I . I 1, - ' - ' -_ , '_ ... " . __ - _
11111 .1-11- ____l -_ -
I _,_---_. I— -11- 11.1-1-4 - -- -- -4- -- _-__-. '-- - __ -- - .... - ------- - ... - - I , l_._____.___-__--- ----- --:-::.-_---: - -------- - --------- - ---- --.---- I -- ------ -- ------- -. ___ -- - 1 --------- - __ - ---- --14 - --- ------- ----- ------- ----- - I __- l_.___ -____ - __ 06_____ ____ . a I '_: - ... __4 . ..... ---- +- - -- _- - _ - ----- -- l__ - ------ ----- I ---- . - ----- ----- -- -_---
llf ----- ------ .. ........ . . .___.____- ---- ------------ ----- ----------- --- ----- - _-_ -- --- -- _ : - I . "_: Hm - -_11 II- _-1 . ..... __7:o t - - - __ 1-1 .1 - "-l' .- - , , - - -- '. , , , , " - _' 4 ------ _ ------ --- -- ------- ------------ --- - --------- ------- i_;;;_ ____11 ----------- ---- --------- - - ,-_ _ __ ----- e ------------- I ---------------- ------------- ---- - ------- ------- - I—— ------------ - ___ --------- ----------. ------------- __________- ----------- j _______ I t -- - - , - -, - - 1, - - , -, -- .... -.. , L .... .... .. _ ... _-______-. ------- -:- _: -- --- ---- :=T__'.__:__.7 :_:----1 -- ----- ----- ----------------- -------------- f ---------- - ------------ ------ ---- ------------ ---------, ---. .__ I __"Al --------------- 1 ------------- t r - -_ --- I -_ -4 --- - ----------- -------- -------- --- ----------- -- - ----------- ---- 1 y I1- 1-1 ' I ------------- ---- --- ------- + I ". ".. -.l. "ll- - '- -4 -::,: j I __: I , "- _ _ - ............ - ----- - I - - - 1-1 - --,'ll,Ill"-'"'-----,-,----lI - ----- I-------- . _l___-._-- 1.1-.1-1-1-1 -11.1 ... --- - ....... I—— - - - --------- ------------ - --------------- _ __ -------- - - - 11 --- If -- -- --- - I— - - -- - -- --- - '__ i7:7__ _: :_ ---_:- - - __'7: -':::-_---_-J:--_-.- _. - I--"--: - I—, _1-1111' 1____._ ..... . _'_----- ---- ---
1-1_ .---'--"-'-- "-'11-'-'-I- ---l'----l ... L"'-'--'-"'-- I- =___ _ --_ ------ I --------- - --- --- ----- - :: : I . 1_1_1_11.111 -, - "I ---- 4 ' - -1 ___:_ ---- 11 -T -- ---- II—— _. -_1 -_ _____ -.,-,- - _ - _. - _ _ .. .... . __ __ _ j . __ .
f, . i - _'' _:: 1-:_-: -, ::: -, _'__" -
i" - _ - - ______'_i' " _-- -_ _ ----- ----- ___ - ------- _ __ - I1 ---- ----- I --- ------- - - - - __ - -:- , - - - _ ----- ___: - -------- - :_-.-'-_-'- _-_-:l_-__-___i___ ----------- ----- _ ' "" "' ---- - -- ------- - _ ! j I , , :_ ----- -- mAl r'llp.7 ----- - ------- -
I - ------- - _.__-___ _'__ -- ------------ ---------- ___________..______________ ------ ------------ ------- - --- ------------ ----------- __________'_ l ----- ------ -____ ------------ -------------- _________. ----------- - -- I : ____ I - --- -- - --- ------------- -- ----- -------------- - ------------ - -------- - - -------- [ ------ ------- ------- 4- - --- -------- 4_____ -- -----4------ ------------------------ i ---- - ------- -- - -- 1 _ - - - . -I - - ; - .- -_ != -------- 4--.--. ____

I --------
4 -------------- -- f I qI IJ= - ______14_ -4- =1=:= I I z "MA I .
r- - _-------------___-__ __ . - - - - ___ - - . --I-- -_ - - __ - =7::77:t:777=j_ - --- I,-
77777r= - =-- ------- ------------------- - --- --- I ------------- -- 7 -------------- _l__ ---- -- - ---- -- __ --------- I—— - ------ -_ __lLvl_?l L ____ - ----------- - - i ___
t__ I __ I
I ____ - - --- ----- - _ -+
i tf=7 ___ l--:
1, I ------ ----------- - -, - - -
I- _'__ - ' - ------ -_ _? --- ------- - -- ------ ____ - - 5I --- 1. I - I -- 1-1-1 "I I - " Ill ------ :
j_ - -_ - -, - -- --_ -, - I
I ! ' l ----J- ,
11 I -1_11 ". I 11 - I I I I Ll F - - - - __- ----- - .-- --- - _wr_::_:: _ I., I - 11.1 _-l -1.1. -111 _'-- __ i - --.. " I - ___ - __ ___ _111-1-11- ---, ._:: L:_: -11 - _1__-'_ 1-- I—— ---- I - -- --- --- - ------------ - -- - -_--- -- -- ---------- _ _ -- - --- J L -- ----------- ---- I__ ----- -- __________! -- -- --------- - ------------ - ----+- _ ---- __ l___:_.:__': :__: .1-1 _:"--'-.: - ---------- _ - ' =
1- -____________.______'_ --.---f,--,.------.-------------------------Z:::Z:;; . __ - _ t __ __
I , -
71 ------ ------- -- ------ - - ------- - ----- --------------- - _- ------------ -------------- ---------- a ------------- -- I ___ . --- 7-7 - -
1 - - - --11111 4 . _ -
IZ- _ 1 --- I---- -------- ________ ------------ -------- - ---------- __-----_ A --- --__-_J_ ... _ - ! i
T':-':-"--'-: ----- - - "'- - '' ' '' ... [_'-__ _'___- "' - "' ' --- ---"--- ...... - " - " I" I." I" " I" I I I __ I __ '17, ;;--,-"-:,_-:-:-::I.-.---:-:---.:--:-11. I ------------- II --- --- I--,------,- , -7, 7 ...... 7 - - i- - 7 - - -: _. w -_ "--- __'_:_'__'_f' --: ----- - -_ JF ------- ----:-!:,-:,----:--1--:---,---::,I---::- ..................... .. ........ . . wrffmrr='._'l ------ I_- I Ill 1 t_' . 1 ' n - ------ __ ------ - ---------- L --- - ----------- 4 ------------- -1 ------ Ii .1I— - - -
I I .,=------ -_-_
l__--__" _ ----------- ... - --

1. -1 -- - _-t_'_-__-.-__-__ -, -_ - ____ - -__
I
I ---- .__;_;._;;___'__--- m_-_ - ._ ----------------.- -------------. --------------.-.-.-.----- ---- _---_-_--___._- ___-_---- --- --- ----- ---- _ _-_--

I------- -
j __ -------- !---.-. --! "

1. ,
I
r== I , 77.': 7--" ----- 1----_='-- -:-'-_'[:'-':: ... I --- - - I—— .. --- .1 :--::----l,-,---.-,-, :7':7___: .'77__.o______' : -_ -, " ------------- l_____l ---------- ------- -- ----- i i -- --:.

I _'_':_'_ 77 -4-- '_ - 7 7:7:71L-:--- ------ -- ----- ------ --------------- - -- --4--- 1-_1__._____.'7w -- -------- I-----,.-- - _ - _ ,
I __ _____" ". I 11I - - - --_- r'-1-1------7---- .... .. . ._'_:w 77 --:---:::--i--:.-,:-,,, .-:l ----- :------' L---::_--.I' i - --'-'--' l--'- . ...... - -1-._.l.._. .. -11-11I.- 1-111-1 --- -4 .- - . ....... _ I! - =-- __ i-- , '. -77---- -"r----_-'-:--' -:-'-----'r:-_-: __- I I'll, I -1 1--l-l- -- --- -"----- I l______._.l______l___ "_'____ 7_1__ - - --- :--4,7 -_ _. -_. __A_ __ 1 , 4 _,' : : I I __ -_ - I'll F I ----- _z \ __ - _ ; ''.. I - - 11, __ - __ - I .._ . 1, _1 _-lt___---l-_-- - ---- - - I ___ -.-- __f___ ____ _ I - - -p- _________'_'_____________ _ -------- - --- 3 i -t _.-__-_. - I.--- ----
f___ ---i,-. - - __--____ .-I - - - __ - a L - ___--m* m=___T_ : -4- I --f- - ____'4__77t=_ __ L_
I I _ - _ __ '. __-__._-- .. .... -- - --
I L L -_ _ _r a --- - - - ... .. .. L 4- - -------
14- - __i - -------- ----------- -- - i=t=f= I ---------- _ ------- - - ------ t ---- ---------- ------------- - ------- ----- y- , r -- ---- ' ---------- - -- __ - -717- jT 771:7i_____* , 1 77:___'7 -
1 7 cy:___'o_'_' ____7:_. -_ 7 i -
ll'- 11 "I'll,
4 - --------- - -- ------ ----------- ---- ---------- ------------ _______ ------ - - - n==== . I - - ------+- ts; ! ------- ... ...

I ---------- ------ r -------- ---- -------- _--i : _ :--. f--=--- =--- _. _. _ I _______ ____.'____- __-_---_ _--- --------------- - ------- -- -------- _1 - ----------- t ------ t ------------- -- - f --- ----- - __ 3 I - - - 77 :7 __ - 4______________+__ --I'------ :

I ------"-,----------------------"-----------,- ... ___:: - -------------- I—- ... -, -11, - 11 I- ---'--- 1-11'..' __ , ------
i --- ----- ----- " t 1-11 . ---- ----- --- . - ------------- - .----- ____ - - __:___________"_ .. - 1-_--_--':-.- -_ IV— ------------- 14 --+--------. r-1 11" - - I I , ___ - . - i ., -, __ 1. ---- "I .l. - " _11-1_1__ 1, . '___ ...... _.""." " I— -____l'_l -1 - - l.--l___.-l_. _1-1111. _f--.11Lll--_"'- - I'll ---1 -- , i - - . -
1- 1 I I - I -1 I- - - - - - - - -- _1
I w: -- --- i 11 -1 - I I - _'_ ' __ I . I ' ' r- - -_ - - ",_ _'_' ' -,--=,-" -. _ __': ," ___ I =_ - - . --;
4 1 1 __ __ _'_ =_ - ' - - - - - : '__ _:_-.f_ --- - - - -- - I ; __ - - - I . ..... _ __ . __ 0IL . m , - - i __:'L ' i ' i 9r -I'll __ - I - - Y - -- -- ----- ----------------- --- I ------------- - --------- ---- _____-l --- -___ - ----------------- ---- - ------ .- ------------- __________- - ----. -_ -1 --------------- I - ------------ -! ---- ------------- -------------- - - --------- ---- ---- -- --------------- ---------- - -------- ------- ----- ---- ------- --------- - ::-_.li__l__ ------- - - --- -____________. - ----- - - - ----------- 95 _7 -- - ------------ . . * - I
111
v _ .... N
I
I :- ... ::-': - -- " -
1-1. --_. 1. -, _. __ -, -1, " , I 11.11 .-J-_-1_1__l ----71-- 11 _---_- -- 1-1 11 I - - II -, __._ '' . _', '' __ - --- - - ---- I------- - ____ \_l___'______= - --------- --- -_ - w? L' - __ -'- I—- - -1 -11 - --_-_-_--__l. __;.w - -__--'-.1-. -- 1-1 -- _--- - 11-1.1.111- -11. 11 ---_--l-l-'--4 ............. ---- ------- L- -'-- ... 1'- - ...... --- 3 " - ---------- -- -+ - 4 - - - - __ 11 - - - i -
ll- -------- ---- ------- " ---- ---------- - ---------- _________ t----,--,- - - _- ------ I ---- 'I"'- - - 11 i ' ' ""' -11,11-71 --- I -, I I ' - "__ - __ '_"" ' - ""' "'-'_'___ - --- - -- r - __ " - "'_ __ _" ' ' ' - . - 4-- __ __ - --l- __ __ - 4-- - - _ -- 4 - - +_-, - _---____" -. -- -- -4 , 47, i ' I . . : . I . -_ " - - I I

1.1_ ...... .. , - _ - , _ ...... " __ , ____ -- ----- -- __7 -------------- - --------- r ------------------- w_____ ___ -- ___- - ------- I ------------------ ----------------- ---- ----------- ---- ---- - __-; --- - __- ------- ------ ------- I ----- - -- ---------- X _ - -------- I ------------- ------------ I --- - --------- ------- -- - -------_-__- ---------- i---- ------ - - - -1 - :_:____-l.__- ------ ---- - - ------- ----- - -____4___ _ -- --------- --------- .1 -- --------- _________--?_--- I I '_____l ----------- - ----- ------------- i ------- --- ------------- ___ - ------ ---------- - - --- - --- ---. 11 I
I ; ---- -- - _ I , T-6-7-1 - 77 I - _---'_-- 17-77-'=
I - -1
im li - -l - _1-11 ------ I - - ----------- -1 ------ __ r ,:--"-r ----- -- -!---_-- ... :': ---- -1r--.--:-:-':-'l-. -:7:7 -11 - _____ ' ___ -1- I ---- .---- I --- --- --- - -1 -1 - I - - I—— -1 I - 1-- -1-1-1_11 -.-. - -1 - I . . ..... ----- - -- __ .... -
1 -- -- 1-11.11 -11, --- 11 _--l---_-l ----- --111 -- ---- 11 -1 I 1-11 . . ...... __ ,. , , _ , _1 --_ :7 N 41 - I - --- fIli I -_-- '', - 6 .=-- - - -1_--_.l-+_-_- ... - --- i I
i - - '1'=:.-_'-l_'_'.___'___ , - ---- --- - __ _= _____ _________... ------------- -------- I "' i ----- ------- --- --------- - -------- -- ------- --- -------------- Ir --- --------- ---- ---------- - I ___ _ ---------- I------------ __ -------- ---- - ------ I -------- __ l'-__ -.------------r-------.----..- i ___ ---------- _ __', __ --- I ---------- -- . ' - --------- ---- -___' --- - ---- -- -_ I ....

I .

I
it
I - ' - __ - I— -1 --- - I
I . ; I r I 2 .
1 I.., --.-1--'_ _ - ___ , . -- " , -- ... .......

I i -

11.111111111 - ,,, ------ _ ------ ------- 1 --- ------------ f ------- - - ----- - ------ ' ____ -1 ___ ------- 1-1 .'i0.':_.______ ---I ------------- 2 --------- -, I ------ - - i----- - ----- ------------ i -------- --- - - ` -------- __l ------ _ ---- -_----_---j ------------- -------- ___ ----------- ---- t --- ____ 1 -'------- --- ---------------- - 11 . ) `
yl___-'\_ _ - ---------- 1 - ----------- __ ---
I— 111- I ........ . - "
w___' ._ ... ___4_ _ '"' 0:o 7:_'_'_' . - "_____l_: ___ __.-I.11 -_ .1-11.1 - - .A.1--1 F7 JVSh- . L_ ------ ___ II I I I -, I - , I I _1 ... -_.l-'--; , '_ - - I __:_':_":_'_ ----- ----------- ----- i'--'-_" - -11-1 -1 - -A - - t" ,-,-, -, - - " - - - , , - " "- - " -- " , , " - - - , '. -' , - - - - - ..... ...... - - ---_ _ -- ------- __ ........ _________ --1_111- -- I .1 --- -111 -1 I 111 - - ..-- -
t ---------- -
I --------------- - ------ -- -- ---- --------- --- - - -,-,-,-- - - _1 I - - - I '_ "" - -"-- " _'_ '__ - - i - -, - ' _" -"-, ' ' "" - -, -E -7v -_ 1__ ____ ..... . _< 1 - --------------
t ----------- ----- I --------- - ---- J Z
I I— -
V _=_: =_I___- z -
il , ,
o : :; q -
l___ -- --------- I ------------- --- -------- ------------ L --'----- ------ --- ___ --- _ _'_'. - --- ---- --- --- -------- -- - - ------------ ---- --- __ll ----- _ .... A --- - ------- _1 -- -------- __ _____"'.__ -------- -------- ----------------- 1 -- ----- zzi _______4l__ I - , -:=-- i I . I . I -------------- -------------- __________ - -- --------- ------------- ------ _ _____ --------- ------------- --------- __4 ---------- - I-, - - ----------- --------------- L -- -- --------- _L_ __4'______ - - - __ -------------- ----- - _____L 4- z=Z= - ------4-,--- _- --'- - -, - ---- - - -------+- - - -"- - - - - f - - t I----- - - - ------- . .

I -- ------- --- ; -_________- -
I I . I I "'i
11 - -1 --- I -
t _______ __-__._ - --- I ------ - ----- T ---------------- 4 - - _____L I .
1 - - ------.-------- ------r----- _.--__ ------------ --- -- __-___-+____ ---- i - - ---- 7____ . I I - _____________________r_________ . I rh ------ __- .. - i y 1 1 . i- ----y --- ------ I --------- ____ ____ __ I . H _= ----- 1: 7'7'u77_::: j7::_7: 1 ... - _L- t -- -------- --- -'-'!'---___ A_ - --- --- I - --."., ---
l-Fl, ___ .'
A_.Al_A_ __ ____l.___.l____l_ _____ __ - _._ I 11 I i . I ------------- . I - ----------- If ------ ------- ----------- ___ i=_ ...... .. . I i _l , ' 4 -------------- - ---------- ---------- ----------------- -:- --..---- ____ ------- - ------------ -------- ---- - -- ------- _____ ____ - .__--_-_l I ------- _____I_- ------ ------- ---- - ------- ------------- I .1l-___ -- .- - 7-_ _:_
l_--_- --- - --------- ----- - --------- ------- ----------- -- ----------- __ 7 ---------- -1 - - ------------ =77t -------- :-'f:-'::--.:-: ---- -- ___'_'__ ::-.7.------::i,-:--:--.-,--.-. ------- -+------ _ I I I IT --------- - - -- - - --------- --- + -------------- ------------- , 1 --------- ------ ---- ---- I -.:-t ------- 17, _ I -1. -- --j ---- -_---'71. - - .. A : _: 7:: 1. m7._77:77, ----- --- ------ _'::7: 7777:7_ -1.11-1-1 - I .-._'_-_'l--" - -11 '- . I., , __ .. . ... _-.- Al"
l-- --- I ... .- I __ '- --- ...... . ... .- " .... . . .. ...

I '___ ____ - -
I-— .. - - _.", , ___
I - - - __ __ !__ - _ _" ----
l- - 11 ---- i I __:= I— = ""' - -,
I* ------ ----
I- Ill— "I - - - I , ,
I - - __Lj___'__'_= I ' " " - - "' - -_
I- - ' - -... -.1 --- - 1- If- - I - - 11 I—, ---= _'___ i"-_-__-w _4-- - , --- ------ - ---- ------------ -------- ----_ _ __ _ -.----- _____________ -------- --- ---------- -- --- - ---- - --------- ---------- _4 ----- --- ____ - - ----- ------- --- ---I-- - - ____ -------- ----- --- - .------------.-----.--- _-A-- 4 ------------ -- j____-______'J - - -- - __ --- ___ ___ -- - ----- ----- I_ - f ---------- - -------- - ---------- t --- -------- ------------ --------- 4"'_-"' -- -_-p - .--- - .-I-__-- --------- L-__= --- - --- - l_::__- ' - -- - - - ----------- --------------- - ---------- ------------ _______________f__________ - ---------- _'___ -----,-----,__-__.-_-=.-4---,-------:=-,=-!- ' I :7__-_______._: - F ---- -- ---- - - I -- -1 ---- ____'__ - I- --_---l_ I----- _i-- _.'4'm:p_ __±_-: ____ '___77:' ___7 w -- --- - ----- !_' __77D[___.___7 I., .1.11 11 -1 ------- ---- j------ 17___'::_ ---- f ------ -' --:--'-:--t- - -- - I -- -- - -----.-.I- _______ _ I -."..-- -'-______-
l-l .
1 - - 1-11-- i- J- _--_- , [ __: __j:-:H__-':-'_'-[:-' --- :--:- . ________' ---- -- :: ____ =77, ______ ------ ---------- - - ---- _ - ---- --- - ----- - I - ---- --- -__'-_-; 11-1. 1. - I _::n_ :77''', 7- ........ ..... __,". - - - --3, ------ _ __ -T_ .... . ... .... l._____._'.j____-__ +111-1.1-14 ... 11 - _. -. -, -4 I— - - - !__ ----, - .-- _ . __ - - 7. - :-, -:----- t,-- ---- --------- ------------ --------------- :7- 1111 I - - ----- --- -_ - -, - __
1_11-1111 -- ---------- - -- ----- - . I I -------- --- ---------- 11 -I--- 4----- _'= ' -- ------- -------- __1 6 . ------ ---- ----- ---- -- - --------- --- , __ ___ ... .. ...... __ ----- - 2___..,__-______l __ ----- -- - -- ----- ____ ____-_
I --- c ------- '--- --- -_-- : --- :-- ---- - ----------- ---- --

1.11 1; 1 ------- ________7 ----:- -.7--.1-7- __l___________7__ 7-:- ------ --- -- - --- ---- -----------. .-------- fr ------------ - _1 J- .. -- _1-1 ,- . .--. ___ __ _ _'__ _7 _7 - ----:----- - 7::-77 - -_ 1-1 - - I", - - - I 1 ... - - , I - '-- . ... .... -- " _1 - !--- - __ - . - '_ , ' , ' - I I -1 1-1. -l- I _ I- - - I - I . - " --- - -- . __ _'. -_ - __ _-L _______'z _ ..... - ----- - - -- -, -- , -, - -1 .... 1. - - -------" --:-. --- 1-- I—— --- 1. ,1-----== =---- - I -1 -11 11 I I - - I ______A - - , " 1- - " -- ---- _.. - __'1'_"--- __ - ' " " " -- '__ L_' , -1 11,11, 1-:-:-:- (--:..:--,-,:,----,,----,,--, 7_':_-_:7_:_ 1-1 -1 _1 - -111. --11-11 - 11I - - _. -- - I _ 11 -1-1 - - I - - I- _.- i _ ____ - __ " - - - . .. ......... - _ -, - ___ _J _ , ,.- - - - - ____ . ..... . ---- - ----- _ __'_______ ______ - .- - _ - . I ___T I - ---------- 1 __________
i ' "" . -1 I I
7= - - 4 ------ - I i
j_ _ __ _ , ..... ..... -, - - - 7":'7:_::_::777:-! -------------- -- t -------- : , ' _': :_ -- I., ':J_ , _ -, ' = .--- ____ ---------- - - __ ---'--. -----: I_ - - - 'JIL -_---_--_--Jt - - - - ----=L-= -.-. _ _'_'_= " ----------I----- __ 77r7T._____________` = ___ I t --_ __::=___t______- -, I ---,!I---- -"---:-- - - __"__L_____-j I - --,,,-- -4 -- 1 ------ f- --_ ------- i
i L 4 _..... - - -------- --- t L_-- -- - --- I -------------- 4 --- ------- -- _§ --- __ __ - - __-_ - L_-_-_ ------t-- -_ - :- i , ""- , " , - ---" , -- - __ w I ---- --4------. _.
i - . ... . ... ... T ------,--",-- -----,---"- - :-:-_:7r-':-:' :w' '__=J.--:: --- ---.: ____.'__J 4 I - =77 71_ .:_-,T----"",,-"------,-" l'--,-- __
11-1 _1 I _.___._ ."-.-,.,,- I— - ""'- ''S"' -' --J ......... -1 J---- -, -. - -__ If-_---_-'. "--- ---- -- - --'------- -,--- f- - - - - , - _ --- - --- v _ " '__t ._: ,: _ _' - _' c'..=-"I.-"--,-,,_jl-' - _J: " _f - ____ - - --- __ L_ -1-11-1.. 14, _ j_ I
i .

I IR
t ---------- I I'll,
t -----------
4 - -

T ---- I --------
I
t--
111.1..- 1....., II
1111, -4_ —
I I - 11 A I- I --- I

PROFILE SCALE
11'= 41
VERT.
1 $.

I =
20' HORIZ.

Zo n+ 00 ,00+00 /V - ,_ 600C0004 '
d+00
I
1+00 - " In BAR 2" X 518" X 8.25",DRILL
0 3/4 VIA. HOLE FOR 518 HINGE BOLT
a
a
W. DAMAGE BOLT TO PRECLUDE REMOVAL
6" DIA HEEL DRAINS TO

DISCHARGE THROUGH WING
0 OF OUTLET HEADWALL . 1.25
0- A 11 0
1TYPICALTOBOTHSIDES .. ." BAR 2 X 318 X 2.5
11 OF HEADWALL 5_6 " . .. d' . . - (
WITH .31144 DIA. HOLE (4
I-- PER BARRIER REQUIRED) w I . . A - I . ' . ,
4 4 : . :. . - - , 1 60" RCP SEE DETAIL A HEREON :'.. * . - . -*,`' ] to I 4
3'
V-1:

I . .. . 1E= 407.20 1/ IDIA. STUD EXTENDED ..A .*
4 • • - ' _ *
TYPICAL) J" EACH SIDE BARS 2 - X 112-

N PROTECTION BARRIER
W_ I

PROTECTION
ROUNDED PIPE ENDS PER SDRSD D-61 BARRIER
S TORYDRA III LINE DATA _

BEARING DISTANCE
L S82 "45'19 "W 119.36**
L2 S2824 $ 17ME 105.12" -
LJ S48 4 1'22 "E 26.17'
L4 S0774'41 "E 5.46' Cl
I S172138
p so
W 1 31. 81, 1 C2

STORM DRAIN CLEANOUT TABLE
TYPE STA DIA X Y Z v
8 -
7 4 8 9.42 --
7r- is , ------ r
B6 62 +93.35 60" T_ 6' 7' 14.74'

S TORYDRA IN CURVE DA TA
DEL TA I RADIUS I LfNGTH =TANGENT
I

CONSTRUCTION NOTES
I
1 CONSTRUCT 18"* RCP STORY DRAIN 1350 D MIN I I
CONSTRUCr 60" RCP STORM DRAIN 1350 D MIN
11 CONSTRUCT CATCH BASIN TYPE F PER SDRSD D-7
I
1-6)-CONSTRUCT 60" WING TYPE HEADWALL PER SDRSD D-35A"DIMENSIONS W I E, F & L MODIFIED PER DETAIL IL HEREON Z
Q
9:4
v4q
4'
C_
BARS 2" x
6" 0. C.
lQ_
lit
m-
AN
11 IN, t
41-4 11
1*
I LA_
Q-, I
I"-
I
J' -6"
E
6' " 2' -9"
DYING TYPE" OU TYPE"
60"

DETAIL A
NOT TO SC"
4 ZF
0 5.
7 , 4.' 5" '
1 0.
5 "' . ' .. .5"
a-
DAD 7" V 7 /Q" V 17 AZ"
0 _/ . 1.%.,# Lf%'" 1.71UL Ur VMWAIL[AI/ EXTENDED ,-, 4 .. . 4' '. 12 DIA. STUD EXTEN --- a- -.N*-
6 J" EACH SIDE . . - .< " 5 16
4 - _§
Z Typ.
ez
X 112- BAR 2" X 518" X 8.25" WITH .
4 . - .
4 ' -_
BARS 2
112 "DIA. STUD DRILL J14'** DIA . . . . A _.

HOLE - PROVIDE PADLOCK ----- - 4. < . . in
4 q

DETAIL B

TECTION BARRIER
NOT TO SC"
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF yp. ALL DRY UTILITIES REQUIRED.

I

DETAIL B HEREON CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO-ORDINATE WITH SDG&E To ADVANCE OFADVARELOCATECONDUITSINL-1/1 V/-1 yp. THE STORY DRAIN CONSTRUCTION
WING & "U" TYPE HEADWALL CITY of VISTA

RUT&UHUN RARMAK DEJAILS
SCALE: 1 -
0- I VEMENT PLANS FOR.• 4
I I
CONSTRUCT CONCRETE LUG PER SDRSD D-63
I .....
33 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-81 PER SDRSD D-9 I
PREPARED IN THE OFFICE OF.
4 I''?REMOVE PORTION OF EXISTING 84" RCP STORM DRAIN 7601721-2000 ll
11 11111111;
111 ....

F
43 REMOVE EXISTING HEADWALL
I
I - '
11 B UCCOLA
lllz___CONSTRUCT STORY DRAIN CLEANOUT TYPE B-6 PER SDRSD D -10 AS -BUILT ENGINEERING, in c 72 CONSTRUCT PROTECTION BARRIER PER DETAIL HEREON
I
SEWER IMP PLANS ADDED & SHEETS RE- NUMBERED i tl Ll I I 311,Z,,, vista Way, Suite 301, Oceanside, CA 92056 41 '
4_::
0p
27732NO. DESCRIPTION CITY I DATE VID, I DATE & " **%00_0r_ 1O• it 111.

APPROVED CHANGES ENGINEER OF WORK RCE DATE
COV REVISION. 911512004 1
F:\223 TWE\01 VistaRedev\dwg\2231-i-sd-12.dwg 2/21/2013 8:53:35 AM PST I

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP-8001
eFS STORM DRAIN LINE N, N-1 & VC- BL/
0 1
q _r -k
jp APPROY6
ND M 55075 6-30-0 S
Uj No. 27732 m - SHEET 12 OF25
Or_ _ l%j for CITY ENGINEER RCE EXPIRCS D
L Exp. 3-31-12
p BENCH MARK: STATION 2063 IN THE CITY OF VISTAx
C IV I\- NETWORK, ESTABLISHED BY RECORD DWG -3979
OF SURVEY NO 14023
0 CN \ LEV 359. 22 (NGVD 1929) .

LN 2009-025 VID MAPS F15, G15 & G716

STORM DRAIN CLEANOUT TABLE
TYPE STA DIA X Y Z v
8 -
7 4 8 9.42 --
7r- is , ------ r
B6 62 +93.35 60" T_ 6' 7' 14.74'

S TORYDRA IN CURVE DA TA
DEL TA I RADIUS I LfNGTH =TANGENT
I

CONSTRUCTION NOTES
I
1 CONSTRUCT 18"* RCP STORY DRAIN 1350 D MIN I I
CONSTRUCr 60" RCP STORM DRAIN 1350 D MIN
11 CONSTRUCT CATCH BASIN TYPE F PER SDRSD D-7
I
1-6)-CONSTRUCT 60" WING TYPE HEADWALL PER SDRSD D-35A"DIMENSIONS WI E, F & L MODIFIED PER DETAILIL HEREON Z
Q
9:4
v4q
4'
C_
BARS 2" x
6" 0. C.
lQ_
lit
m-
AN
11 IN, t
41-4 11
1*
I LA_
Q-, I
I"-
I
J' -6"
E
6' " 2' -9"
DYING TYPE" OU TYPE"
60"

DETAIL A
NOT TO SC"
4 ZF
0 5.
7 , 4.' 5" '
1 0.
5 "' . ' .. .5"
a-
DAD 7" V 7 /Q" V 17 AZ"
0 _/ . 1.%.,# Lf%'" 1.71UL Ur VMWAIL[AI/ EXTENDED ,-, 4 .. . 4' '. 12 DIA. STUD EXTEN --- a- -.N*-
6 J" EACH SIDE . . - .< " 5 16
4 - _§
Z Typ.
ez
X 112- BAR 2" X 518" X 8.25" WITH .
4 . - .
4 ' -_
BARS 2
112 "DIA. STUD DRILL J14'** DIA . . . . A _.

HOLE - PROVIDE PADLOCK ----- - 4. < . . in
4 q

DETAIL B

TECTION BARRIER
NOT TO SC"
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF yp. ALL DRY UTILITIES REQUIRED.

I

DETAIL B HEREON CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO-ORDINATE WITH SDG&E To ADVANCE OFADVARELOCATECONDUITSINL-1/1 V/-1 yp. THE STORY DRAIN CONSTRUCTION
WING & "U" TYPE HEADWALL CITY of VISTA

RUT&UHUN RARMAK DEJAILS
SCALE: 1 -
0- I VEMENT PLANS FOR.• 4
I I
CONSTRUCT CONCRETE LUG PER SDRSD D-63
I .....
33 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-81 PER SDRSD D-9 I
PREPARED IN THE OFFICE OF.
4 I''?REMOVE PORTION OF EXISTING 84" RCP STORM DRAIN 7601721-2000 ll
11 11111111;
111 ....

F
43 REMOVE EXISTING HEADWALL
I
I - '
11 B UCCOLA
lllz___CONSTRUCT STORY DRAIN CLEANOUT TYPE B-6 PER SDRSD D -10 AS -BUILT ENGINEERING, in c 72 CONSTRUCT PROTECTION BARRIER PER DETAIL HEREON
I
SEWER IMP PLANS ADDED & SHEETS RE- NUMBERED i tl Ll I I 311,Z,,, vista Way, Suite 301, Oceanside, CA 92056 41 '
4_::
0p
27732NO. DESCRIPTION CITY I DATE VID, I DATE & " **%00_0r_ 1O• it 111.

APPROVED CHANGES ENGINEER OF WORK RCE DATE
COV REVISION. 911512004 1
F:\223 TWE\01 VistaRedev\dwg\2231-i-sd-12.dwg 2/21/2013 8:53:35 AM PST I

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP-8001
eFS STORM DRAIN LINE N, N-1 & VC- BL/
0 1
q _r -k
jp APPROY6
ND M 55075 6-30-0 S
Uj No. 27732 m - SHEET 12 OF25
Or_ _ l%j for CITY ENGINEER RCE EXPIRCS D
L Exp. 3-31-12
p BENCH MARK: STATION 2063 IN THE CITY OF VISTAx
C IV I\- NETWORK, ESTABLISHED BY RECORD DWG -3979
OF SURVEY NO 14023
0 CN \ LEV 359.22 (NGVD 1929) .

LN 2009-025 VID MAPS F15, G15 & G716

S TORYDRA IN CURVE DA TA
DEL TA I RADIUS I LfNGTH =TANGENT
I

CONSTRUCTION NOTES
I
1 CONSTRUCT 18"* RCP STORY DRAIN 1350 D MIN I I
CONSTRUCr 60" RCP STORM DRAIN 1350 D MIN
11 CONSTRUCT CATCH BASIN TYPE F PER SDRSD D-7
I
1-6)-CONSTRUCT 60" WING TYPE HEADWALL PER SDRSD D-35A"DIMENSIONS WI E, F & L MODIFIED PER DETAILIL HEREON Z
Q
9:4
v4q
4'
C_
BARS 2" x
6" 0. C.
lQ_
lit
m-
AN
11 IN, t
41-4 11
1*
I LA_
Q-, I
I"-
I
J' -6"
E
6' " 2' -9"
DYING TYPE" OU TYPE"
60"

DETAIL A
NOT TO SC"
4 ZF
0 5.
7 , 4.' 5" '
1 0.
5 "' . ' .. .5"
a-
DAD 7" V 7 /Q" V 17 AZ"
0 _/ . 1.%.,# Lf%'" 1.71UL Ur VMWAIL[AI/ EXTENDED ,-, 4 .. . 4' '. 12 DIA. STUD EXTEN --- a- -.N*-
6 J" EACH SIDE . . - .< " 5 16
4 - _§
Z Typ.
ez
X 112- BAR 2" X 518" X 8.25" WITH .
4 . - .
4 ' -_
BARS 2
112 "DIA. STUD DRILL J14'** DIA . . . . A _.

HOLE - PROVIDE PADLOCK ----- - 4. < . . in
4 q

DETAIL B

TECTION BARRIER
NOT TO SC"
NOTE:

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF yp. ALL DRY UTILITIES REQUIRED.

I

DETAIL B HEREON CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO-ORDINATE WITH SDG&E To ADVANCE OFADVARELOCATECONDUITSINL-1/1 V/-1 yp. THE STORY DRAIN CONSTRUCTION
WING & "U" TYPE HEADWALL CITY of VISTA

RUT&UHUN RARMAK DEJAILS
SCALE: 1 -
0- I VEMENT PLANS FOR.• 4
I I
CONSTRUCT CONCRETE LUG PER SDRSD D-63
I .....
33 CONSTRUCT STORY DRAIN CLEANOUT TYPE A-81 PER SDRSD D-9 I
PREPARED IN THE OFFICE OF.
4 I''?REMOVE PORTION OF EXISTING 84" RCP STORM DRAIN 7601721-2000 ll
11 11111111;
111 ....

F
43 REMOVE EXISTING HEADWALL
I
I - '
11 B UCCOLA
lllz___CONSTRUCT STORY DRAIN CLEANOUT TYPE B-6 PER SDRSD D -10 AS -BUILT ENGINEERING, in c 72 CONSTRUCT PROTECTION BARRIER PER DETAIL HEREON
I
SEWER IMP PLANS ADDED & SHEETS RE- NUMBERED i tl Ll I I 311,Z,,, vista Way, Suite 301, Oceanside, CA 92056 41 '
4_::
0p
27732NO. DESCRIPTION CITY I DATE VID, I DATE & " **%00_0r_ 1O• it 111.

APPROVED CHANGES ENGINEER OF WORK RCE DATE
COV REVISION. 911512004 1
F:\223 TWE\01 VistaRedev\dwg\2231-i-sd-12.dwg 2/21/2013 8:53:35 AM PST I

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP-8001
eFS STORM DRAIN LINE N, N-1 & VC- BL/
0 1
q _r -k
jp APPROY6
ND M 55075 6-30-0 S
Uj No. 27732 m - SHEET 12 OF25
Or_ _ l%j for CITY ENGINEER RCE EXPIRCS D
L Exp. 3-31-12
p BENCH MARK: STATION 2063 IN THE CITY OF VISTAx
C IV I\- NETWORK, ESTABLISHED BY RECORD DWG -3979
OF SURVEY NO 14023
0 CN \ LEV 359.22 (NGVD 1929) .

LN 2009-025 VID MAPS F15, G15 & G71606/25/2024 C8 Page 287 of 384

7 ---- - ----- ----------- ----- - ----- . ..... ----- ----- ----- - ------ ----- ----- - - --- ---- ----------- - -- - - - - - - - --------- ------- ------- - --- ------- - ------- ---------- - --------- ----- - --- ------ - - ---- -------- - - --- ------ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . .. . . - - - - - - . . . . -- - - - - - - -- -- - - - - - - ..... ..... ... ----------- - ------ — - -------------- ------------ - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - --------- J, - - -- - - ---------- ----- -- ------- ----- - . ..... ... .. ----- --- ----- ------------- ----- - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . ... ......... - - - - - - - - - - ...... --- - -- - ------ - - - - - - - - - - - ------ - - - - - - - ----- --- --------- . .. . . . . . . . . . . . - - - - - - 4 ---------- ------------ ----------- - - - - - - - - - 7 - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - ...... .... ....... - - - - - - - - -- ------------ --------- - - - - - - - - - - - - - - - - - - - - - - - - ...... - - - - - - - - - - - - ---- ------ ---------- ------------ --------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ------ -------- - . . t--- ------------ --- - - - - - - - - - - - - - - - - - - - - - - - . ...... -- ----- ----- ------ ------------ - -- ------ --------- - ------- -- - ----- ----- - --- - F - ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . .. . ... . .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - -- - - --- - - - - - - - - - - - - - - - - - - .. .. . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - --- - - - ------------- - -------- --- I -- -- --- -- ---- 4 - - - - - - - - - - ---------- ------------ ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . - - - - - - - - I- - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - . . . . . ------------ 1= lHa . . . . . . ------------ ------------ - - - - - - - - - --------- ----- - - - - -- -- - -- -- - - - - - - - - - - - ------------- - 4 - - - - - - - - - - - - - - - - - - --------- ------------- - - - - - - - - - - - - - - - - - - - - - - - --

M-------
4 - - - - - - - - - - - - - - - - - - - - - - - - W, 6.T -- ---- - - -- --- - - - - - - -

I - - - - - - - - - - - - - - - - -
tr- -- -- i
w-, : -- . - . . . I- . -l-- , - r- . . ", " - -- - - - I -r- - . .. . . . . . . . . . . . 77!!7 r -6-1.1-1.1 1 - . 11 1 %6--1 . 11 . I 1 6 1 1 1 r I II - . 66 - - -- ---------- - - - - - - - . . . . . . . . . . . . . . . . . . . . . . ---------- ----------- - - - - - - - - - - - - - - - - . .. . . . ..... . ... . ------ ------------ ----------- - - - - - - - - - . . . . . . . . . . ... . . ..

I - - - - - - - - - - - - -- - - - - - - - - - - - ----------- ----------- ------------- - - - - - ---------------- --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - ------------- ----- - - - - - - - - - - . . . . . . . . . . . . . . . . . - - I ------------- -------------- - -- - - - - - - - - - - - - - ---- - - - - - - - - - A*^ -------------- -------- - -- ----- --- - - - - - - - - - - --- --------- - - - - - - - - - - - . . . . . . -- -- -- -- --- - - - - - - - - - - - - - - - - - :

SIN - - - - - - - - - - - - ------- --- - - - . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - Tfs7W J' -- - --------- ----- - - --- ----- - - - - - - - - - - - - -- - - - - - - - - - -- - - -- - ---- ----I - --- -------- - ---------- - ---------- 4 - - - ----------- ------- ------ -------- - - - - - - - - - - ---- ------ -- --- ------ - - ----- -- - -- - - - - -- - - - - - - - - --- ----------- ------- - - - - - - -------- -- - ---- - ----- -- . ..... ---------- ----------- ----------- ----------- ------ ---- -------------- ...... ............. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t --------- - - - ---------- - --- - ------ --- ----- - - ------- - ------------ - -------- ---------- ----- -- ---------- ------------ --- - -- --------------- ------ ----- - ------- - - + ----- ------------- -- 6r, , 61 - -1 .6 r' - -1 - - - I - - - - . - -
6 64 J, 61 / r, I I . 166 - . , . I - r, I I I 66, -6 . 1 ", r - . I III - - . L'. .16- -- . - - 61, - - :. 'I- vr" ---m% , r . ..... . ---- ----- ---------- ------- t
1- - - 4-
f -- - - - -: - - --- - -- -------- L ------- -------------- ................ ......... ...... .... ----- - . ..... . ...... - - - - - - - - - - ----------- ------- --- ------------- t - - - - - - - - - - - - - - - - - - - - - - -4- . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - -- -------------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f ........ ....... ---------- ---------- - - - - - - -- - - -- ---- --------- - - - - - - - - - - --- i - - 6 - - I-- .-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 -- - - =!7= ". =
m - - - - - - - i ------- ------------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - . . . . . . --- - ------- --- - ------------- ------------ ... - - - - - - - ----------- --- . . . . . . . -- - -- --- -- --- .. . . . . - - - - - - - - - - - - - - -- - - - - - . . . . . . . . . . . ------------ --- - - - - -- - ------------ ----- - - - - - - - - - - - :_ .. .......... - - - ----------- ---------- ------------ - - - - - - - - - - - - - - - - --------- --- - - - - - - - - - ---------- --------- - . ...... --------- - - - - - - - - - - - - - - - - - - - - - - - - --- ---------- --- -------------- -- t -::::=-:--J ------------------------ - - - ------ - - - - - - - . . . . . . . . . . . . ----------------- - --- - - - ------ -------------- ---- ---------- ----------- ------ -- - - - - - - - - - - - - - - - - - - - - --- --- ..........

IT . . . . . . . . . . . . . . . . . . . . . - - - - -- - - - - - - - - - - --------------- ------- ------- ---- ---------- - - - - - - - . ..... .. -------- -------------- -- ----------- ---------- ------ ---------- - -------------- ------ ------ -------------- --- ---- --- - I- &i= , , , , -
6 9 'r - - - - - - - - - - - - - - - - - ----- ------------ -j ----------- ----- - ---------- ------ - - - - - - - - - - - - - I - --- - ------ -- - ---- -------- --- ----- -- -- ------- - -------- - - - - - - - - , -- m - :- : — 4-- ---------- --- -- - - ----- ------- --- - - - - - - - - - - - - - - - - - - - - - - ---------- . ...... ---- --- --- -- ------------ -- --- - - - --- - - - - - - - - - - - - - - - - - - - - - - . ..... -- - -- --- ----- ------ ---------------- ---- ......... - - - - - - - - - - - - - - - - - - - - -- - ------------ ---- --------- ----- -- ----- ------- -- ------ - ------ ------------- -- ---- ------ _ - --------- - - - - - - I -- -- -- ---------- -------- -, --------- --------- ---- . ... .... .. .............. - - - - ------- -- ---- -------- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- ------------- -- - - - - - - - - - - - - - - - - - - -- ...... .. - ------ - - - - - - - - - ----------- ----------- ------------- --- - ..... ... . .. .... . ...... . .... . ............. .. -- - - ------ -- -- -- - - ------ --------- - ------------- --- -- --------- . .... .. .. ---- ---------- - - - - - - - - - - - .... ........... ------------- 4j ---- --------------- ------------ -------- - -- ----- - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - ---- ------------ --------- - - - - - - - - - - - - - - - - - - -------------- - -------------- ... ......... ----- --- ----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Lj-"---------- -- - .. -- - --=- -- :"- - - - - - - - . . . . . . . . - - - - - - - - - ----- -- --------- ------ - - - - - - - ---------- - - - - - - - - - - ------ - --------- ----------- 4 r - r - - -4 _-_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - .. . ........ .. ... . . ..... ---- - ------ -------------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------ ----------- --------- ------ ------- - ----------- - -- - -------- - - - - - - - - - - - - - - - . ...... ------- - - - - - - - -------------- - - - - - - - - - - - - - - - -- -------- - ----- --- ------ ----- ---- - -- - - - - - - - - - ------ - ------ ---- --------- - ------- ----- - -- . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - -- - - - - - - - - - - ------------ . . . . . . t .............. . . . . . . . . . . . . . . .... ....... ------------ --------- ---- - - - - - - -------- --- t ---------- .. . ...... . - ------ --- - - ------- -- - - ------- -- ------------ --------- . . ....... . ------- -- -- - - - - - - - - . ..... - ------------ ---------- - - - - - - - - - - - . . . .. . . . . . . . . . .. - ----------- ------ -- ------------ ----------- -------- ---------- ------ - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . - - - - - - - - - ............ .. .. . . ....... . ....... ..... . . . . . . . . . . . . --- - -- ----- -------- - --- ----------- - - - - - - - - - - - - . . . . . . . . . . r--r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ----------- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 ------------ ----- ----------- -- -------------- -- - - - - - -- - - - - - - FR .99 ........... 4 -------- --------- -------------- ----- - - - - - - - - - - - - - - - - -- --- ----- - - - -------- - - - - - - - - - - - - - - - - - - ------------- - . . . . . . --- ---------- ---- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - ----------- -- ---------- ------------ ------- - - - - - - - - - - - - ........... ..... - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - ... ... ..... - - - - - - - - - - - - - - - - - - - - - ----- ---- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 77T77 ' - ' - ' - ' 1 . . . . . . . . . . - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- - ---------- --------- - - ----- -------- - - - - - - - - - - - - - - - . ....... - - - - - - - - . .. . .. . . . . . . . - - - - - - - - -- ------- -------- ---------- ---- - - - - - - - - - - - - - - - - - - - - - - ........ . - - - - - - - - - - - - - - - - - - - - - - --- ------ --- - - - --- - - - ........... - - - - - - - - - - - - ------- -------- . . . . . . . . . . . - - - - - - - - - - ........ - - - - - - - - - - . ...... - - - - - - - - - - - - - - T - - -- ----------- -- - - --------- --- ------ - - - -------- - ----- - - -------- ........... - - ...... - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - t -- - - - - - - - - - - - - - - - -- - - - - - - - - --- - - - - - - - - ---- ----------- - - - ----- . . . ... ..... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ...... ------ -- . ......... ------ DDOFILE SCAT V - - - - - - - - . . . . . . . . . .. . . . . . . . . . - - - - - - . ... ...... ..... . . - ---------- - - - - -- ---- -- ---------- - -- ------- - - ......... . 4 I- ------ ----- - -------- -- ---- - - - ----- .......... ------- ----------- ------- - --- .... ------------- -- - - - ------ ........... ----- - ----- ------- --- --- 1 4 VERT. ----- ------------ --------- - - - - - - - - - - - - - - - - - - - . ... ...... - ---------- - ------------ ----- --------- - ----------- --- ----------- . . . . . . .... ....... ... - - - - - - - - - - - - ... ............ -------- ------ - - - - - - - - - -- - - - - - - - -- - - - -- ------- ---------- - - - - - - - - - - - ----- -- . ......... - - - - - - - --- ----- - - - - - - - - - - - - - 41A? HORIZ ------------- ---- ------------ -- ----------- - ----- ------- ------ -- --------- --- - ----- ----- -- ------- - --------- ------- -- ----- ---- ------ r=
j,-: ........... . -------------- -- - -- ----- ------ - ----- -- --- - -- ---- -- -- - - ------------- ---------- ---- ------------ ----- ------- ---------- --- - - ----------- ----- ---- - ---------- ------------ --- - - - - - - -- --------------- - - - - - - - - - - - - - -- L ----- ----------- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I —
r ---- -, " ----
L,--"--,- - -- - -- - ----- --------- - - - - - - ... - --- --------- - ----------- --------- ----- 1- ---- I I . F , :
7:::: -- -- =-- - ---- - - .............. ------- -- ------- - - - - - - - - - -

A ---------- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- -- - - -- - -- - - - - 4 - - - - - - - - - -- - - - -------- ------ . ..... --- - - - - - - - ------------- -------- ------------- ------ ------------ - 4 - - 7 -- -------- . ..... ....

SCAM 1 20
20 0 20 40

CONSTRUCTION NOTES
1 78CONSTRUCT60" RCP STORY DRAIN 30550 D MIN
15 CONSTRUCT STROM DRAIN CLLIAA NOUT TYPE A-6 PER SDRSD D-9 17 CONSTRUCT U TYPE HEADWALL FOR 60'** RCP PER SDRSO
D-J5A^-,D1MENS10NS W, E, F & L MODIFIED PER DETAIL SHEET 12 CONSTRUCT MODIFIED STORM DRAIN CLLANOUT TYPE A-8 PER SORSD D-9 0 ARRIER PER DETAIL SHEET 1272CONSTRUCTPROTECTION
116 CONSTRUCT 24 k24 BROOKS BOX INLET WITH GRATE - SEE SHEET 16 117 CONSTRUCT 12" DIA HOPE STORM DRAIN

STORM DRAIN CLEANOUT TABLE
TYPEJ STA DIA X Y Z v
A8 2+94.46 65 To-71 4 7' 6 1
Af 1 1+19. 1J 60 6
p 7' 11.0

STORYDRAIN LINE DA TA

I BEARING DISTANCE
Ll S64 *02'48"W 171.JJ'
S46*49'26"W 16.46'
COV RE14SION. 911512004
r.8SQANTEvv AVENUE
SEE SHEE T 1 4
3+00 2+00 1+00
H
MUCK F/ft ULL)VIN&

SECTION H-H
QrA $I I
LLE 1 =4
NOTE:

CONTRACTOR SHALL D'
Drr-' RESPONSIBLE FOR RELOCATION CO-ORDINATION np,
ALL DRY UTILITIES REQUIRED.

CON7RACTOR TO PROTECT INPI ACE ALL CITY OF V1554 TRAFFIC SIGNAL CONDUITS, S7REET LIGHTS & STREET LIGHT RUNS.

WHERE S0G&E ELECTRIC CONDUITS ArDirc-' IN CONFLICT THE CONTRACTOR

SHALL CO-ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORY DRAIN CONS7RUCTION
I
PREPARED IN THE OFFICE OF.-
SS 0
7601721-2000 D 'BRir [CCn T A
LTNG17VEE.RING, in c No. 27732 mS0LINE0, & SED TR4P REV (SH. 13 & 16) - a
f7v I- A I - I
CITY of VIS T-A
IMPRO TMENT PLANS FOR.

UTH SANTA Fbp REDEVELOPMENT
DRAINAP L? D DOJECT (CIP-8001) LrTJ I- I I
STORM DRAIN LINE 0
SHEET13OF25
ZL\
j v Jmx rr a A3 lutille .3 0-1 , Oceans C12% YZU.30SEWERIMP. PL41VS ADDED & SHEETS RE—NUMBERED BENCH MARK: STATION 2063 IN THE CITY.OF VISTA NO. DESCRIPTION CITY DAE AD 27732 civ I\-
03 SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG-39 791OFCW APPROVED CHANGES EN61NEER OF WORK RCE DATE OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929) F:\22,3 TWE\01 VistaRedev\dwg\2231-i-sd-13.dwg 6/11/2012 11:53:02 AM PDT LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 288 of 384

mS
I91=1m
I'mm
gel I
6•46
S
BeG
EXISTING 5_EWfR____ :-
7 PER DWG. NO. 374-1695
4 EXISTING SrMM DRAIN—-
PER DWG"\k.' 1251
M
71 VID WATER MAIN RELOCATION
T -WORK TO BE DONE IN CONd

WORK TO BE DONE AT NIGH
VID 0 (760) 597-
APN 180-150-01
9 LINE DA TA

TYPE I STA

BEARING DISTANCE
L S64 V2 **48 "W 6.41'
L2 S29045:20')E 260.03' 1±0
S29*45:20"E 253.62' CURVE DA TA
L4 N29*45:20"If 28.43
SEE DETAIL SHT 15
DELTA RADIUS 711LENGTH TANGENT
L5 N66 '36'56 "E 15.97' Cl 93*48'08" 45.00' 73.67' 48.09 L6 56N66:56 " E 13. 12' C2 9348'08" 45.00' 73.67' 4&09
4+00

STORM DRAIN CLEWOUT TABLE

TYPE I STA DIA X I Y Z V
A8 12+94.46 60 1±0 4 7' 8.61
16+44.24 48 SEE DETAIL SHT 15
5+00
DDOFILE,- SCAT Ly
lob,
V_ q_ 4' YERT.
1 20' HOW.

IAPN 180 -150 -1
C)
ASPH A
0 IMPROVEMENT PLANS FOR:
i _\ SOUTH SANTA FE REDEVELOPMENT
PREPARED IN THE OFFICE OF: DRAINAGE PROJECT CIP - 80 01 ) 7601721-2000 STORM DRAIN LINE 0-1, 0-21 0-31 & UBUCCOLA Cl)
D. BUS
NE9, )- ``
P
ENGINEERING, in c 55075 6-30 -12.

AS- BUILT Uj No. 27732 m SHEET 140F25
forf)17( ENGINEER RCE EXPIRES EWE
SEWER IMP. PLANS ADDED & SHEETS RE- NUMBERS 3142 Vista Way, Suite 301, Oceanside, CA 92056 P. 3-31-12 k[L X BENCH MVRK: STATION 2063 IN THE CITY OF VISTA
VID DATE G-J979NO. DESCRIPTION CITY DATE 27732 *z eo SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD DW APPROVED CHANGES EN&INEER OF WORK RCE DATE OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929) eJ
MEN
Ems
ammml
mmmmm
m
1+00

CONSTRUCTION NOTES
Q6 - CONSTRUCT 48-
v
RCP STORY DRAIN 1350 D MIN
19 CONSTRUCT CONCRETE LUG PER SDRSD D -63
CONSTRUCT CONCRETE PIPE COLLAR PER SDRSD D-62
3-CONSTTUCT MODIFIED STORM DRAIN CLEANOUT TYPE A -8 PER SDRSD D-9 34 REMOTE EXISTING 39-" RCP STORM DRAIN
g REMOVE EXISTING 21 "RCP STORM DRAIN
@-CONSTRUCT 21 " RCP STORY DRAIN 1350 D MIN
46 CONSTRUCT BRICK & MORTAR SEAL
50 CONSTRUCT TRANSITION STRUCTURE PER DETAIL ON SHEET 4 51 EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS) @ SAWCUT, REMOVE & REPLACE EXISTING AC PAVEMENT MATCH EXIST PER VSD SRF 8A & 8B TYPE A @_--EXISTING UTILITY (PROTECT IN PLACE)
SCAM 1 20'
E I i
i
M 20 0 20 40
NOTE-

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SOG&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL

CO-ORDINATE WITH SOG&E TO RELOCATE CONDUITS IN ADVANCE OF THE STORY DRAIN CONSTRUCTION.

CITY of VISTA
COV REVISION. 911512004
F:\223 TWE\01 VistaRedev\dwg\2231_i-sd-14.dwg 1 /31 /2012 2:11:50 PM PST LN 2009-025 VID MAPS F15, G15 8c G1606/25/2024 C8 Page 289 of 384

1+00
j
iNNIN R RAL[INI N. _ __ _ aRR ! Irw RrwIRaANrlrlN.RNf ..al.[..a.. ilaaa[ra INNi Iii RrTA r..rr r r..r I w.w w.r . Rw.Aa
s4
I
N .N. RR NINNI NNNNRw
r. rrraNrr ® rwn rl Rr ®rr Ir. r r nrNrRrw IIIIIIIII a Illairr rwNIRr11rrRr r Ir NNNINAr RA IraNarNAartNNNNN[ NN INrwarNlNlrar[RRr l - NNNN a Ali 1 r it t® a l
r _ wlA.arta, NR NNNNN NRrNrNr
IIIIIIIf- 1 r I ililllll llli i rrr t lir a.rniinrR rl a.rArnN r r gym. J _
w
R.aaaAA1 : IA Ala 1
r
rr.IR 11
I . NNN d:11i I Iirw i.i !C [r 1
r
rraii
ai - _
r arllNlrl ! NrrrNa•NaaNwIR NNI.aN .R a7Nlr
I 111
aNIaRaARA[ aanaAlw nNNa NaaAlAAraal.Arlaa a.AANNIRrrrs / 1 Illlllllr.lr -•l IrRlrl _f IwAr • :i = ...ter r ilr.[s R.r wl a .rrar NtrwAaAl
wrr•nrr
IriNtNra.

I I I
r ArlNwNirraRaNNNAIaAaarwlaaRNrraRnarm -..R ...
t w
N
i 1 .... f i.. r EI 1 - r. II.. -fir..
m -
1 ...,o.+ 1 .••wig t Nrl .......I.AVIIrNaalal)•iA l T..,NN irAAR1aAIN [ r.. I Iraa C.
aaaNaNrrltaR NNR NNNINwaNANA,aR
t .. IIIRRIIIIiO .. _ t
li
C ;
I I I
I i® !' )•Ian a•r, o .N. r. 1 . r _ r r i ; u q a
Elm W.
rAM
NEE
AaAN I r ._. . ..r iwRii .. — Iw, arrwnr _ wr . •,, is•I .- A Irurlw•
rr _ Ana aIRNr-rrTT-; «rn
1 - i _ ; - s1 11 !r w ... t - i .. '! i'r'ii 1° . A/ I IlJt .

A..: atr sr-. is +.'..I.Nw.i.r lltl alu .• w a _ v.

I w erv illllll .IA I•"
i I I
rllli ui I I u
A
rrrr
I r- I
a sR
I Nw . 1 Ia 1
W
NRI aN
II(1 , `, - .. .. .1. r.awwwAArwww• w.....a [, .1... u R['1 rilrritc a s:r r - w rr[.. r w
mow"
i
111111111=1111MR 'I fg7- 1 'r 3- rNi7 w,TiT -1 ; T:1.7_ % /I F= i t1 t 7 ra.. .... .r..r.. I L L.. .a...wan— .a..wr. I >.I NRR.R awRl w a NA .aa.RaR r I rrN 1. RwA r N•A.1 I LNI7 -1 r A. t , r +I .IIIilArrN . iNir INaaaa IrIIIIII IIIIIiIIIIAA iNrr IIIIIIIIIIIII IIIIIIII Ill ll a... rraN llr ir llll rllllllll r .rAAw IIIIIIIIIIIII NAN w I C . Ra IIIIIIII ii lfl r
m
r S 100 ®ii 1 Iii i+. if[.i Qi
Ir /
tea I I irii
INE 11110 mm

EMM IEEE
111IM"Em
R INN 1 1 _ . r rRrlNrr . IN1I II rRN w r Niaaaaawl Nra .IrrO r aaaaa.RRN r.r.It I rP /r s r /IV +ItlNtlllal r ra "° N N>•r s r + g 1M -
rwli aa aa r wR irltl.[ ra [1 /rr 1 Alld ! 1
AI aAAArlilar ) l Al PJ rr I. 9i: : If /rlb NNNN N RNI N- AaRaRa RRANRRANa- RN O r rrlarrlal I ilr • .. - • • - • r - -• - . R . Y.-., wr: .. ..r...w...r...W....w..a. -.. tAA.aArlai .I[ Aal..IRrrr 1 nN.. .I Ira 1..rAw1.iAlwr la I. .wN.a lww WIN
Illarr' - .__... -. ___ -.- -. -- .. _.._.__. -,- _ . . ____ ._._. _ _. _...._ _ - ar :I a! - I— ra a 1• RrRRR N!r+l A l r rr.. n . a r® r•wl.— ta aa a

WINE NEE
A N.I.. ..rr. .......Ir ..NNr.A..wNa1N.Ni•IN..

Illr >- I f aaNra NNNN rr N NNN arINNRwe ef R NNNN Irr• , 1111110 =
V
f
f
SCALE 1 = 20'
20 0 20 40
r
A
6 7 +00 8 +00 0 +00 1+00
AP N 180- _.6-
A ",'DF H A-
L 21
5 TORMDRAIN LINE DATA
TABLE

BEARING DISTANCE
L 1 S29'45'20 "E 71.01'
L2 S29'45'20 "E 146.38'
L4 S4877'07 "W 45.13'
L5 S29'30'18 "E, 27.00'
L6 S33.5128 "W 48.35'
L7 S74'02'13 "E 44.95'
L8 S89'45'20 "E 37.38'
CO V REVISION. 911512004

STORM DRAIN CLEANOUT TABLE

TYPE STA DIA X Y Z V
A5 7 +48.52 48 5"- 5 8 11.80 -
A5 8 +99.39 48" 5' 4 6' 10.94'
A4 I 9 +33.09 36 7-17' 1 6 768

AS -BUILT
1 SEWER IMP. PLANS ADDED & SHEEIS RE— NUMBERED
NO. DESCRIPTION CITY

APPROVED CHANGES
1 +00
R' 21' 6'

LOCAL DEPRESSION DETAIL A
se".. 1
1!=
1 0.
9 V

3.48' 21' 6'

LOCAL DEPRESSION DETAIL E
SCALE.• 1!=101
x0 \ x
D
Q' /4
Jo CV4"
1+00 1+00

CONSTRUCTION NOTES
D-CONSIRUCT 24" RCP STORM DRAIN
3o- - CONSTRUCT 30" RCP STORM DRAIN
@-CONSTRUCT 48" RCP STORM DRAIN
9a— CONSTRUCT CURB INLET TYPE B PER SDRSD D -2
CONSTRUCT STORM DRAIN CLEANOUT TYPE A -5 PER SDRSD D -9 19 CONSTRUCT CONCRETE LUG PER SDRSD D -63
Q- CONSTRUCT CONCRETE PIPE COLLAR PER SDRSD D -62
22 — SAWCUT &REMOVE EXISTING CURB & GUTTER

CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREON
2 8 — EXISTlN6 STORM DRAIN CATCH BASIN TO BE REMOVED

JO)--EXISTING STORM DRAIN CLEANOUT TO BE REMOVED
34 REMOTE EXISTING 39" RCP STORM DRAIN
@-REMOVE EXISTING 33" RCP STORM DRAIN
39 EXISTING TREE TO BE REMOVED
@Y-SAWCUT REMOVE &REPLACE EXISTING PCC SIDEWALK

AS SHOWN TO NEAREST JOINT
4 — REMOIiE EXISTING 18" RCP STORM DRAIN
WEXISTING 21 °RCP STORM DRAIN (PROTECT IN PLACE)
52 SAWCUT, REMOTE &REPLACE EXISTING AC PAVEMENT MATCH EXIST

PER LSD SRF SA & SB TYPE A
69 EXISTING UTILITY (PROTECT IN PLACE)
0 6x x,C
L 6' 1 21' 10• 21• 6'

LOCAL DEPRESSION DETAIL C
SCALE:

NOTE:

Ll CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO— ORDINATION OF ALL DRY UTILITIES REQUIRED.
0-1/50-09 CONTRACTOR TO PROTECT IN PLACE ALL CITY OF I/ISTA TRAFFIC SIGNAL

CONDUITS, STREET LIGHTS & STREET LIGHT RUNS
WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR IMPROVEMENT PLANS FOR.

SHALL CO— ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF SOUTH SANTA FE REDEVELOPMENT THE STORM DRAIN CONSTRUCTION.

PREPARED IN THE OFFICE OF: DRAINAGE PROJECT (CIP-8001
oQ °
FESS /o' STORM DRAIN LINE 0-3, P A S c TBUCCO760/721 -2000 p, gUC > Q! ! LA Q cal FL APPRO Dv , _
ENGINEEIUNG, in c W
co
No.'- 27732 rn 55075 6 -30 -12 15 25
for CI NGINEER RCE EXPIRES DA E

SHEET OF
3142 Vista Way, Suite 301, Oceanside, CA 92056 * Exp. 3- 31 -12, px
cLVi
BENCH ARK: STATION 2063 IN THE CITY OF VISTA
DATE VID DATE 27732 • t° 9TFOF SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD DWG -3979 ENGINEER OF WORK RCE DATE OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929) F: \223 TWE \01 Vista Redev \dwg \2231- i- sd- 15.dwg 1/31/2012 2:16:08 PM PST LN 2009-025 VI D MAPS F15, G15 & G1606/25/2024 C8 Page 290 of 384

Us
x
V
TOP OF SLOPE GRADE -24 VARIESZ-5
N
j
iv, TUFT7AACK MODEL IT 16' MIN
410 HEAVY LOAD W/ D.G.

A- 12
Qj4, ;
01 00.

D7 f, 00 CIL INT------ WITHIN PAVERS ON 6" 2' MIN 2' MIN GRADED PAD 0 27o
Q)
x 64CL2AB. (77=5 MIN) 6' X END GUARD RAIL
x
M 7_17
7171
177
77 117 PILT,
1999 A S N- H 777771 7
7 x

BEGIN GUARD RAII
v!
eo
27o
X MAX
N
go- -0 - -.0PCCBROWDfrCH5.5- PCC PAVEMENT W/ ROUGH FINISH6COMPACTEDFILL 6' 6' TYPE B PERU4TERIAL REINFORCED W1 /4 REBAR 0 18" OC VARIES n -4 _2 b EXISTING GRADED PAD BOTH WAYS OVER 12" CL 2 AB. x SDRSD D- 75 FINAL FAVEMENT SEC77ON SHALL BENlN, 2% 0Attij "I — -t — — , '\ 7 DETERMINED BY THE GE07ECHNICAL xA)11Jv 180-15. ENGINEER AF7ER R-VALUE 7ES77NG

H , --- -'S-- EXISTING
EXIS77NGJA\
SLOPE TI=5) 4Lx 61 SLOPE
BROW DITCH TYPE 54' 0, P n40 ii_114 1 0
PER SDRSD D- 757x8
D, SECTION K-K SECHON D=V* X' A4 4x4" RIP-RAP ENERGY DISSIPA y X'? SCALE; 1 X` SCALE.- 1 =102' DEEP W1 GEOFABRIC zV, 04 4! (N7EWCE
9 -
itX 4 2 1 - 11 --
b. CONSTRUCTION NOTES4- ACCESS G& 5 x

5.5" PCC PAVEMENT REINFORCED W1 -44 REBAR 18" OC BOTH WAYS 00? 12" CL 2 AB (TI=5 MIN) OR2& AS DIRECTED BY GEOTECHNICAL ENGINEER AFTER R-VALUE TESTSJ"' xNl, V"NEW 10" PVC SEWER
P'N
SEE SHEET 17
100% '
7UFFTRACK" MODEL TT-24 HEAVY LOAD, WITH D.G. WITHIN PAVERS (NO SOD) W ON 6" CL.2 AGGGREGATE BASE ON COMPACTED SUBGRADE (77=5 MIN) 41 1- C80) N
r4. —CONSTRUCT PCC BROW DITCH TYPE B, PER S0RSD D-75
X I w /1 420Ak @2
A 53-057
7 x A FjV I @-CONSTRUCT CHANNEL B077-OU J' WIDE, MIN DEPTH 2' W1 PYRAMAT-TURF REINFORCEMENT, SEE SECTION F-F HEREON 41 8 ....... 1.. 00
i, \&,\1 i ' EXISTING UTILITY POLE (PROTECT IN PLAUEk. 42 0, 9 1 x @-CONSTRUCT 6" DIA. PVC HEEL DRAIN PER DETAIL HEREONyj 419, bv Y, --CONSTRUCT 6" DIA CANYON SUBDRAIN PER DETAIL HEREON AND AS DIRECTED BY THE GEOTECHNICAL ENGINEERx Xl 4 1 .6 @78 -CONSTRUCT 6' HIGH BLACK VINYL COATED 2" MESH CHAINLINK FENCE PER SORSD M-6 e
PORTION OF EXIS77NG SEWER TO BEx
RE-ROUTED AFTER GRADING SEE @—REMOVE EXISTING CHAIN LINK FENCE & GATES N' SHEET 17 FOR PLAN & PROFILEP (O-CONSTRUCT ROCK SLOPE PROTECTION TO ELEVATION 412, ROCK 12 -24" DIA (AVAILABLE ON SITE ROCK ACCEPTABLE) N
@ IVA UA,
e1A
01p 420,7,--' A)PN 180 1 @ DEYOLISH EXISTING STRUCTURE
iD
x -
DEMOLISH EXISTING PCC OR AC DRIVEWAY7Q
K, 4 20. 5
x 414 TCONSTRUCTSEDIMENTTRAP - 4 HICK 5 60 - C - J250 PCC REINFORCED W1 6 6 10 GA GE W W, F (SIDE SL OPES PER PLA At) 103- R) vr" \
4 I'Q/ (*-JOIN EXISTING WATER MAIN AND INSTALL A 2" IRRIGATION SERVICE W1 A 1 112)" METER rjj. 41 D-_ m @—EXISITING STORAGE SHEDS TO BE REMOVED BY OTHERS 4 I'D. 6 (g-CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITIONx RXCONSTRUCTJ" THICK PCC INLET APRON W1 5 ADIUS AROUND F BASIN7AFIV180154 -3.0XAPJV1 0 v/_ Qg-CONSTRUCT EARTH BERM AND SWALE ALONG TOP OF SLOPE PER SECTION J-J HEREON 419,2`
NEW 10" PVC SEWER
DO
PORTION OF EXISTING SEWER TO BEx CONSTRUCT
16J
WIDE SINGLE SWING GATE PER SDRSO M-5
SEE SHEET 17 RE-ROU7ED AF7FR GRADING - SEE
7 SHEET 17 FOR PLAN & PRORLE CONSTRUCT JO' WIDE DOUBLE SWING GATE PER SDRSD U-5 A .2 7. 7 A Q
x EXIS77NG 8 " SEWER TO BE SCALE 40' ii —
ABANDONED AF7FR CONSTRUC77ON NNE!=
A 40 0 40 80XNG8" S R OF NEW SEWERAnEISTIEWEIAPA/r I A
T \
1 -
11 kPMUILUFINILAU
75 SLOPE VVIES 2.1 MAX. TO 5.1
5:.1' 12" TO 24" D14 ROCK 430MOVABLEPCCK—R41t UN0
SLOPE PR07EC77ON TO
ELEVA77ON 412.0
P4LPCCSEDIMENT7RA & 75 PCC SEDIMENT TRAP TO ELEVATION

DOTTED HATCH)
40710 409.6 W1 THICKENED EDGEQ.

N
420R=2
5:1,
A
T6) - --------
4 DIA WEEP HOLES
0 10' OC PER SDRSD
D-71 DETAIL "A
SLOP't POOTECRON . . . . . . . . . I'll
012" TO 24" ROCK TO 4" THICK 560—C—.3250 PCC REINFORCED W1 ELEVA77ON 412.0 6"x6" 10 GAGE WWF ON COMPACTED NATIVE
CP 77Al MATERIAL. FINISHED GRADE PER PLAN
u-N
CL
V A-Ay6- (0) (FrTffll
IT I Urr IIMA
kAIN7EARNCE THRU _ED,0;v TRAPACCESSROAD 12' 2 6 Q)
SCALE.- I
A!=
4 (6
4p
4'
A-
V,
21wo
GRADE
n
3;.
412-78 EXISTING
ZILO
4 6- LAYER A
x." A TH N,4413
w/ X2% COMPACTED DG

PYRAMAT LINED IRA PIZOIDA L -------
f f f _--fooCHANNELPERDETAILF-F HEREON CHANNEL LINED WITH PYRAMA T T 6" D14. SDR-J5 PERFORATED PVC PIPE 6" OVERLAP REINFORCEMENT MAT ON PREPARED C:6
SU6GAADE COMPACT5D TO 9010 MAINTENANCE ACCESS ROADSURROUNDEDByJ14WASHEDCRUSHED TUFFTR4CK MODEL TT-24ROCKWRAPPEDINMIRAR140NFILTER2Xft_ SECTION E-E OR41FABRIC -CHANNEL DETAIL HEA W LOAD W1 A G. WITHINR/W Oct414 PIA "=i 0 PA VERS ON 6 CL 2 A GG, HEEL DRA IN FSECTIONF BASE (R=5 MIN) SCAM. SC".

C> PREPARED IN THE OFFICE OF.

PANYON S AS-BUX TUBDRAIN 1 PAC
UZI
V-4)
15 1,77 A5 SEWER REL0047ED MY No. 5 to V2608700 (SH, 17) 760172-1-2000BUCCOLADETAILPLANSEDIMENTTRAP.* THE GEOTECHNICA ENGINEER SHALL DE7ERMINE THE NEED FOR A CANYON SUBDRAIN DURING A4S0 LINE 0, & SED TR4P REV (SH. 13 & 16) ADING OPERATIONS AND SHAL INDICATE THE LENGTH AND LOCA77ON OF THE CANYONGR .NG-.TNEERING, incAJACCESSRDREVPADRAMPGRADINGREV (SH 16) (LPJSCAM' 1 =20 SUBDRAIN.

OUT 3142 v1st, W4 4uite 301, Oceanside, CA 92056THECANYONSUBDRAINSHALLBEINSTALLEDATTHEBOTTOMOF7HEFLOWLINECLE4NSEWERIMP. PLANS ADDED & SHEETS RE-NUMBERED 4 .0 0AANDSHALLBECONSTRUCTEDASPERTHEDETAILFORTHEHEELDRAINABOVE. I 1 . 0 .

NO. DESCRIPTION CITY Ali \0 "D A' T'E 27732 1117

APPROVED CHANGES ENGPFINEER OF WORK RCE DATE
COV REVISION. 810112004
F: \'223 TWE\01 VistaRedev\ dwa\ Borders\ ero- Border. dwa 1 /30/2012 5: 02: 28 PM PST F:\223 TWE\01 Vista Redev\dwg\2231 —i—sd — 1 6—gr.dwg 2/21/2013 9:01:51 AM PST EARJOWWORK QUANTITIES9-/.Cx

CUT FILL
RAW VOLUMES 22,680 CY 10,4J9 CY
107o SHRINKA GE 2,268 CY
TOTALS 22,680 CY 12,707 CY
EXPORT 9..97J CY
CITY of VISTA

ROUGH GRADING & EROSION /SEDIMENTATION
CONTROL PLANS FOR:

UTH SANTA E7p REDEVELOPMENTA:) u r Tj
INAPL7 - DD
Ly.b PZ OJECT (CIP-8001)
PLAN
APPRqVEQ #
30-1 SHEET 60F25rOVCYTY --NGINEER RCE VE
r
BENCH MARK: STATION 2063 IN THE CITY OF VISTA

SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG-
OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 291 of 384

t i -. g..... -..- ---- ...,_..-
g 1 yi
i _. —
a , -- } _-
F +— i
tl t
t!
t
88 oxo
oo
s
ri __._
1 M_D„l L&C -
1+00 2 +00 3 +00 4+00 5 +00

FORM CHANNEL FOR FUTURE

OUTBOUND CONNECTION

AND FILL W/ SLURRY GROUT

TO FACUILITATE EASY REMOVAL
NEW 10" PVC C900 DR -25

SEWER PIPE W/ BELL END
END CAP 71- 3' srue

LINE DA TA

BEARING DISTANCE
L 1 N29.4428'"W 19380'
L2 N3078'51 "W 186.12'
L3 N6628'02 "E 281.30'
L4 N67'46'30 "E 194.11'
L5 N59'4571 "E 178.63'
L6 S75'4920 "E 23.57'
L7 S59'il'11 "W 56.21'
L8 N29 °44'28 "W 500'
COV REVISION: 911512004
a
1 i
40 SEWER LINE A
IS T. 8" VCP
NEW 10" PVC C900
DR -25 SEWER PIPE
PLUG EXIST OUTGOING 8.-

VCP & PORTION OF

CHANNEL WITH CONCRETE

GPK MANHOLE ADAPTER

SAND COLLAR (TYPICAL)
EXIST 8" MCP

FORM SMOOTH RADIUS
uj CHANNELS IN MANHOLE SHELF
MANHOLE ,f 1 - CHANNEL DETAIL
30 M CML &C D4061-1999
1+00

PROFILE SCALE
1 B' VERT.
1 " = 40' HORIZ.
2 +00
G J
1 - s
ILA
91 85
5' SEWER EASEMENT

TO VISTA /RR DIST
FILE /PAGE NO 138007
RECORDED AUG 6, 1963
CA r
if# =
40,
0 40 80
4 CONSTR UCTION NOTES
82 CONSTRUCT 10" PVC C900 DR -25 SEWER MAIN PER SDRSD SP -01 & VSD S -11 NEW 10 PVC C900 83 CONSTRUCT 48" DIA PRECAST MANHOLE PER SDRSD SR-01, SM -03, M -3 & VSD S -30 DR -25 SEWER PIPE 84 ABANDON EXISTING MANHOLE PER VSD SWR -31 GPK MANHOLE ADAPTER 85 ABANDON EXISTING SEWER PER SDRSD WP -03 SAND COLLAR (TYPICAL 1 86 CONSTRUCT CONCRETE PIPE ENCASEMENT WITH STEEL REINFORCEMENT PER SDRSD SP -09 3 +00
EXIST. 8" VCP- -.)

TO BE ABANDONED
SEiYER LINE B
92 CONSTRUCT 48" DIA PRECAST MANHOLE PER SDRSD SM -01, SM -03 & M -3 OVER

EXISTING SEWER, BREAKOUT PIPE & RE- CHANNEL INVERT PER DETAIL HEREON CONSTRUCT 8" PVC C900 DR -25 SEWER MAIN PER SDRSD SP -01 & VSD S -11 @--:—CONSTRUCT 4" PVC C900 DR -25 SEWER LATERAL PER SDRSD SS -01 (JOIN EXISTING LATERALS NOTE

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO- ORDINATION OF 88 CONSTRUCT 3.0' - 10" PVC C900 DR -25 STUB & PLUG PER SDRSD SM -05 ALL DRY UTILITIES REQUIRED. 89 JOIN EXISTING MANHOLE, REMOVE EXIST 8" VCP SEWER AS REQUIRED CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS &STREET LIGHT RUNSWEXISTINGMANHOLE (TO BE REMOVED} WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR f
9) EXISTING 8" VCP SEWER (TO BE REMOVED AS REQUIRED) SHALL CO- ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN CONSTRUCTION.

EXIST. 8 VCP

FORM SMOOTH RADIUS

CHANNELS IN MANHOLE SHELF
MANHOLE j 6 - CHANNEL DETAIL
F: \223 TWE \01 VistaRedev \dwg \2231— i— sd -17— sewer.dwg 6/11/2012 11:58:56 AM PDT o
SCALE 1 " = 40'
40 0 40 80
IMPROVEMENT PLANS FOR:

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP -8001)

SEWER LINE A & B
APPROVED 17 41
5% ( r--= 55075 6-30-1 SHEET 17 0F25for-ICITY ENGINEER RCE EXPIRES A E BENCH MARK: STATION 2063 IN THE CITY OF VISTA
SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- 39 79 OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
LN 2009-025 VI D MAPS F15, G15 & G16
I
06/25/2024 C8 Page 292 of 384

i'
i ? € { f t g + 7 r
z. ---- F -'._. ..__._E ._. - _ _ .. n { i 3 i
B '
fi° ,: 'E r , { , o- _ ... ,_ ,... .. ., _,._ , _d._..._ ... ,........ - ....._ .. ,. ., , ..__... . -.. ,......,, J... ».F- .,.,._,. , ..t.,- . ..,.... A .- _......_ t
I
a... ,,..,., ,ro,..
i ._ , °°.

H°° - - -- .- ..,., _..,,,...,...._ ....-- .,,...,,...° ,,.._,_. w..,. sHw_M.e...,.- ,....,,..Po,M,.,.. ,_...... • ..w.,..,,.. ,...:
t ..
w,...,t..,.._.,,.. .;,...-. . w.,, ,...,..,..,..:,...>..,:,,..,. £ .,._..d._,,.,. ...._ . w...,,....,. ww... M._. .,....,H.."..._._.w:°,M..,..., :T~». ,,,..,..._ .. `....,,..., f - -. - i' ! ' is t - e- i'
i x F..._. _. _ i I
4 , E.._ _.__ _ _. _ g _._._. 3 2 $ E Y
A,_._,_,. , :,..._.._L ... .__......___ .. ... _,_... _. ,__,._.__....... ,__ ... .. .... .. .......... __. t__.. _.,._ ,....,.., ., ._...... ,_... ..._.. ._,....., __.,.__,. , .... . -. i- E ! s g( }
s Y Y """_'t fir.. - - - __ -._ -
e
4 - - -- t' -- ..__.._ . _ . _.._ . _...._ _... _ - . -- k.... ,. M. r..,, ,. N_,,.,__.._, _M_,..__.w „_,._,,,_._,_..,. n°,,,._....,.,,.,,.._.w,._ —_ ,.....a....,. ._a_._ ._..__.. .._>u. _ -` _.,.,,” a , F e " r € , 1 F . r ' - ' - _ — - -- - -r - -- - - -- —a.... - - a p fi ..,."t- ..,.,{..,,..,..p ;°,....... w, .,. Wam,.. ...»....,- _;•-- •.,,",,.,,..... ,.a,>e t.....,,. .... .................,.. .,,". .,...,.,. .,: ,.. _ ,,.,,..,e.....,.._."....._.... N...,,... _. s a ,L.- ..,,.... -,., 1 ! - L ...___ - .. ..e.. — - - - -_ — .. - - -, s s _....."^ '°'df °' ..,.,. f. a .,.......,..M i ' T- .„..,,,„„_,..._,.f....,... vr =.,.., ..,
s.._ --- -- ia,,.a_ -mwa = -- — - -- ' -- — - -- --- -- --- - — .a.... --- -- ---- --- .... - - --- ----- ' --- -- ' ,_,.,........ mss - _., .,,.,. .....
i `..,." r— — .° -,
i a {
z "
Y , 1 ..... ._.. __
r t a r _. t._. a 4 ' is _ ,.._.. ._......._ , .._._ _...__. -_.... a ..- ........ 3 _
r
a } _ - ...E .. ._ ,.. --- -,,. _,... _...., .. , .. _ _.». —,_ ....,. , ,...._, _,. _. _ . & .._.._,__ ...._.... S _ . - i 1 1 i $ .-- - _ i
at i i , " , ' t '9 E ± -t -0 9 ¢ y -•£ Y ...... .. ..._.._ ..__.... _...__...._.... _ _ + 3 ,.
k.__... _ _ .._..._ .. .. ... ._._._ _.j- ...._ ___ - -S_.. __. ._.__. ...._ ._.._._ ._._. — _ k " ( {
r 1 € _,.. . . .. ............. _ . -_ , _.. a
I r i . . _,__._., 7_._... __ _ F
mss, __, --- "" °""'""°"°° °" _ --°—w_ -.-_ k.w,.°°°'+ ,..--- -°.. -°-•- -- - ____._. __ M..., _..,.. _ ...._an.._.......— ,..°•V _ r i _ - — - - t -- --- - —
i - '
s $ ,+ ! , 1 T t E _ , . 'F r , ' 4' S t r - S v , -r. -. 4- -#• `.AG...,.1 ....... ........ ..£- ..... , - ....,. : ..._.._.... 1.. ., .. - . , ,i. , .._ _.1 -_ . ... ._..... „ .,- :......_ -.. r +oo z +oo NATAL WAY
EXISTING 36" STOR DRAIN ____-
PER DWG. NO. 1 5 -1
7–
STREET CENTER Ll 1IE
f
EXISTING 24
n
STORM. °_DRAIN__._.__ _. _.., __ w._
r °._- 'ER. WG. ND. 7 –E -20402
G
1 N
1 T -,,M1Y, tXIS IINZ =K
i -

NO REFER NCE
EXISTING STORM DRA,!
t
PER DWG. NO. 7 –E
APN 179 -051 -2i

MERCANTILE STREET
SEE SHEET 21

SEWER LINE DA TA
k S t
i . .- i -...

S20'11'S0"W 311:55'
L3 S20'11'50"W 139.89'
3_ {
F
1 .. r .- .....
dx i
r -
i
SS
t
S __ tt "
r +oo z +oo NATAL WAY
EXISTING 36" STOR DRAIN ____-
PER DWG. NO. 1 5 -1
7–
STREET CENTER Ll 1IE
f
EXISTING 24
n
STORM. °_DRAIN__._.__ _. _.., __ w._
r °._- 'ER. WG. ND. 7 –E -20402
G
1 N
1 T -,,M1Y, tXIS IINZ =K
i -

NO REFER NCE
EXISTING STORM DRA,!
t
PER DWG. NO. 7 –E
APN 179 -051 -2i

MERCANTILE STREET
SEE SHEET 21

SEWER LINE DA TA

BEARING DISTANCE
L 1 S20'I 1'50OW 32.25'
S20'11'S0"W 311:55'
L3 S20'11'50"W 139.89'
3f00

CONSTRUCTION NOTES
51 EXISTlN6 UTILITY CONFLICT (TO BE RELOCATED BY OTHERS) 52 SAWCU% REMOTE &REPLACE EXISTING AC PAI EMENT MATCH EXIST PER LSD SRF 8A & 8B TYPE A 69 EXISTING UTILITY (PROTECT IN PLACE)
CONSTRUCr 48° DlA PRECAST MANHOLE PER SDRSD SM —01, SM -03, M -3 & VSD S -30 B-- CONSTRUCT 4" PVC SDR -35 SEWER LATERAL PER SDRSD SS -07 (JOIN EXISTING LATERAL PER DETAIL SHEET 22) 90 EXISTING MANHOLE (TO BE REMOVED)
91 EXISTING 8" MCP SEWER (TO BE REMOVED AS REQUIRED)
CONSTRUCT 8" PVC SDR -35 SEWER MAIN PER SDRSD SP —O 1 & VSD S -11 CONSTRUCT 12" PVC SDR -35 SEWER MAIN PER SDRSD SP —01 &LSD S -11 113 — EXISTING ABANDONED SEWER LATERALS TO BE CUT BACK AND REMOVED 3' CLEAR OF NEW SEWER MAIN.

SLURRY SEAL END OF PIPE
Y
x t + —
PROL'ILE SCALE ___ .-- _ _. _ _.____ ._ __ .__: _ . _ ._ _ _ ._ __ __ _ :..... -. w— _ . _.____ _ _ __ :IIIL _ __ _ - f _ `_ ._ _ _ __ _ _ _ _ ___._ .:._.._ ; ____- _ ..____ _ _ _ __ ___ -____ __ __ ___ _ ____ i
f
E Fg _ F'
a^° .. mot,„, .,..._,_.€..„„......,,. - - - - .,.,._.,..P.,, ......... 1 4 VERT. __._. _ g- 20 i10 lLJi .. _._. ..,__.....___ _..... ,
r _._.... .,..,_.__,., .rt _ _..... ._. }.._ _.._. __ _._ . _. ....,_ _ ._. 1 '-Y .

Y. .
4foo -oo _ sfoo
121 18

RINCON STREET
SEE SHEET 22
NOTE.•
CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO— ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TD PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.

WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO— ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF THE SEINER LINE CONSTRUCTION.
fMPROVEMENT PLANS FOR.•
SO lTH SANTA .'. REDEVELOPMENT
PRtEPARE1D IN THE OFFICE OF: DRAINA GE PROJECT CIP — 8001 60721 _2 ©0© oQ oF Esso' SE YER LINE C
Q 9 APP OVE
ENS -TIN D T `' _

AS -BUILT
y l N l C w No. 2 32 m 55075 6 -30 -1 SHEET ,1 OF J E3 , for C GINEER RCE EXPIRES D E 1 SEWER' IMP. PLANS ADDED &SHEETS RE– NUMBERED i ,(,, , 3142 Vista Way, ite 301, Oceanside, CA 92056 * Exp. 3 -31 -12 * _ s BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION CITY DATE VID DATE • 27732 0. 9T cw `
p SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D IiVG- 39 79

APPROVED CHANGES E GINEER OF WORK RCE DA E

F F CA F
OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
0 CO
o
SCALE 1 " = 20'
20 0 20 40
V
CITY of VISTA
COV REVISION: 9 15 2004
F: \223 TWE \01 VistaRedev \dwg \2231- i- sd- 18- Sewer.dwg 2/21 /2013 9:08:19 AM PST LN 2009 -025 VID MAPS F15, G 15 & G 10
3_ {
F
3 E
3E I
1 ._ _
i
a -
t
E __
0 CO
o
SCALE 1 " = 20'
20 0 20 40
V
CITY of VISTA
COV REVISION: 9 15 2004
F: \223 TWE \01 VistaRedev \dwg \2231- i- sd- 18- Sewer.dwg 2/21 /2013 9:08:19 AM PST LN 2009 -025 VID MAPS F15, G 15 & G 1006/25/2024 C8 Page 293 of 384

v-- I
i -------- -- -- ------
z
I'll
4 ; 1 -------
z

7.- r:- I
11-1111.

L---

J -------
I I 11 I . 14 -1II ---- -------- - ---- -- 11 Ij
I
I - a«F - II .'i:-,- 11,11-11.

It
I- .-- i ---- --- ------ .... . ....

L -------------- -, ------ II
I-- - - . ..... --,- -----
41 --- --- ------ -- ---
7 ---:7 77, -,-7m]
0 Z)
arz <Z;
4d + 1110
n
rQq
1--4-
3q
il

7... _ ... ...

J
4---
t..---.
1111.11--
1-
11-. I .. . .. . .. -,. 1.111'.-
i---L-4--. - 3 . 77---- ---------- -1 -- -
7-------,1 - - -- -:
1- -
11 -- - - - - ------: - -
4 -------- ---- -- --------A ---- - --------- - ------- 7-----.- - `f--- T, : : o I . - ----- -: 1, A_ - 7 , r-- -- ------:::p
1- 1 ------- -
4------------+::::l----------'I-. --* - -- ---- --=--=M- 1 I 1-1- -----:----------t ------ --- -- --;- t ----------- ----- q , I --''-.--lI ---- --,-7-. - t ---- -------- - -- 777----t--------.-=l-------,- -4 ---- ---- --- ------- ----.1- ----------------- - - ----------- -------- - ------ i ------ - -- ----- I -- ----- --- i - ----- ------ -------- :-.-l---- I , 7--:--- ... .... -------- '"' ,I 0 , -11.1 1. i -'', --
t-11 ---
I'll ---
r -- ---------
I --- --- - -- ------1-- I ---.------ , - ...... .. I ----------- - ,-..--- -,--.-=t- 1=----A 1.11.1-11111,
1----------` -- --------- ----- ------ 11- ----- - - - --- -- - - ----- - ------ ----- --- - ---------- -- -- ----- - - -L --- - -- 771--- i -- -------------- I—— - ------- ------- - --
It- ----------- ;
7 -:-: - 1- - i . ---- I 1- 11 - I'll, - - I- T11-1--- -111-1 I4,--,-- ill- , - i- --------- - ''I I - - I - I I ------- --- --- ------ - - . --------- - ----- - --------- - -------------- !--- F --- t --- - --------- - --- .

I.A'-,-"---- -3- L -1 -------- --- L-- I - ,---
1w---
000060100 T .-1--, _-LI-
w - --t- 17:7 717-_- .-.-.-.,_-,:T---,',,_,.v I- -
WrIA 9+00
J,:--: ..... ^ 1----
f-------

I -------------
1-- --- : - - -.

I
DD OFILE ,SCALEibL_.__-__.._ '"——
y -.--.,--- , -- ---" i-- ---
1 " =4 " 1WRT.
1111-1 It I -
I,-. --- ---
1 - 1
0 =
4ou
n I HumJ-------:
i-------t'--'---,---,-,.,--...................
10+00
L --,------,-'-'-1 - -
7:7- 1-:-
t-- -------j---,-.,-,--,-"
4- - J-:7777'111 --- *I-"---,- f
t----: -------..
4-,
J-:-:----j1 --------
I -. -_. - - - -- ,. _ __-__- --- _t- -... -_ ------------ ------ L----'--- '- - - - - - - - - - - - - I - - - - - - - - - - - Z . . . . . . .. . - - - - I - - .. . ..... .... L"-- L ' I - , - - - - , - - , - ' Lf-- -_ ' --' .. . . . .. .... . ... . .._.

5.. 5 -----

I----- --
I -,--:` ---------
Ir- --------- ""----
I -1 11 I— -If 11 1 . ... - i - ---- - --------- 4- ------- --- . - - - - - - - 11 - I - - - , . -
1 . . . ---- - - . - 1. . -.7--:w-_-: - .1-.. I -- -f-- - I . . . . I --- - --- L --- - , , ,- . ' - L - I - I - - - I I - 'L -- .

I - - - - - - I - I I I - I , . - - - - . . . ' - L . - , - ' '- L ' ' - ' ' ' -- - I- I - - -- I- . - - - --- -------- 1--------4 ------ --- . .-- --- I - L--- -- _ _ _ , - ,, L ' - L ' - -_' -
I ' - - -- - - ----t--- - -. - -, --- -- - - - - - - - j- -- -- - --- I , -- - _ _ _ - v-r- :7p --f--: o - - - - - - - - - - - - I - f - . -1..11!m------ -:1-- , - - - -:
1 i : ---- -. -7----q --.:-..---- -11--- --- - -1 - _- ---- - - ----- ...¢--...... . -- ---- - -- - - - - - - - - -- - - ------- - ---'-- --- -.-.-,------- --- ---- - ---r - -- L - - I - -- ----- I - -1 T-4 -- " -
I
L -- "' "' ----
11- - - k -- - -- -- - f -- -- -- -- TL -- - -- -- --- ----- ----- ------ - --- I------.- - --- ------ -------- -1i - ---- -- --- ---,-,-"C:-,-,- - - ' , ' - L --- -- 111"LL:7-7:-mw :, --- ' '- - --- I ------ ------------ ------ - --- - - --j-- ----.-4 -,-,.----, ..... . . . t - ----------- ---- i --------- ---- t ---- -- - ------ ------ - ---------- j----------4 ------------ - - ---------- tt, L .. .... LLLLLLLL - - - - - - - - 11 - --- L ----- - - - ---- - " ,-- . -- - - - - :_ -_--.. ,_. :- _: . ... : 4. . , ,:... - - T_ - _ _.__: L7,- _-: , ---,- . - L - --- ---- ---- - .......... - -- -
1-1- 1.1
j_- -_ ,,:-,:-.:-----:
f---,-.,-,-----.,- .-.---
2 ___ ...... . ....... _ - ____ - - - - - - - - - - - - - i - - - - - - - - - - - A. - - ---- _ - -- .. - - - - - - - - - -- --- --- ------- -----------[----------- -------- ----- -------- --------- --------- 4-------------.. ----------- --- - - - - - - - - ------------- 4 - - -- - - - - - - -- ------------ -- -- . . . . . . I ---------- - - - - - - ------- 4- --- - - -- - -- - - ------------- -- - - -------- -------------- --" I- - - - - - - - -4---1 ------ : - - - - - - - -
t- " - - - -- - - - - - - - - - - - - - - L ------------ - j, ---- ----------- LL ---------------- I - - ----- --- - 77 -------------- ------- --- , --------4---' r- 3 - ...

I .- - - --------- --- --- --- -- ----------
I- -- --- --+---------- -- , -
1 --
f ---- --- : --f L: --------- t ---- L ----------- i ----------------- --- ---- L-----t-------- ----- _77 -- - ---- ------- --------- L ----- --------------- - --- --- - --- ---- --- -------- -- . . ......... L-'--'L- _ _ _ - , _ , _ _ - - , - , , I I I --- 11 . - - - - - - - - - - ----------- ------------- -------------- - - - - - - - - - -

I ------------ ----- ------- -L---
7_ ------ --- --------- - ----------- - ------------ ---------- t -, - 1 3
1L- -- -
Ii ---------- - ----- ----- - - -:---: --:L---.- --- ------- --.----- I . - - -
jL ----
j ; : - -- -
i ---- ------- - A .. ..... .... L ---- --- -- -------- ----------- --- --- ------- - - ----- -- ----------------- - --- ------- ---- - - -------------- ------ - - -- t - _ I - - - - - - -- -------------
r--- - ---- ----- - ----- -------------- ------- -------------.

I . I
I I I
1---- ------1 --- ---------- --------- ------ --- - -:
7:",.,- I ;",--:.-,:-. - - I - - . I—. --- I—— , ".. - --- ... - -------- - --------- -- - - ---- - -- - ---------- -- ---------- .... ........... . -_ --------! ------ - - - - - - - - - - - - - - ------ -- ... ---:--:- -------- L ------- I --------- - --- --- - ----- ---- - ---.-

L- - --------- ----
1== - - :1, - -,----L-. I - --,---- _:. ------- 1--v-1 ---- I --- -- ------ ------------- I w ----------- -- ----------- --- ---- ---- --- -- -------- ----- ---- 4- ---f- ----- - - -.. 'I

L - - -- --
I - ------------ - ' ---- -- --::-- ... . .. ,
j7- _ ,, .... . ... ___._,.-,.,:---_-_-,-_,1 --l'.-.-,--.---..,,- , ---. -- i".--- -
I . - [-."-,- 'L - - - - - - 7. . - - - -- -1 .... L .... ... -- , - I -- 11 , _ _ 1-'--', _-..,: I , " , ____ , I ... - -

1. - - --- L , - '--- _ . _ . ... ---------4-- ---- ---- -- -- --- ------ --- ---------- --- - --------- --- -- --- -4----- -- -- --- -- -- ---- - . . __ _ __ ___ - ----------------- ------- --- i ---- --- - -- - -- - , --_- L.' -_-_'-__-_ _.."' I --------- ---- -------- ------- III -- _ _ - .----- , - --:, - - -- ---------- -: 4 -- ------- 4 ---- - , - -- -- -= -'-' -.'-j--,------ -'- - = - , - - - --= --------" ----. ----.-. ------ ----. ---- --- --- ---- i - -- ------- --- - - ----- - -------- L ---- - -------- - 11 -----------------
f --------- - - --- -
L
i1 * -- , -----, --- I _ __ _ -------------- -- :-:. E:77' ---- -- ]-------J,----:

I ... : - .11-1111.- -'-W ---:----------
1--- -- ,--- --,------ - " -'----- ,-------- -- - " - - - -- - '- - -- ---- ---- - ---- - -------- ----- ----- - ------------ . --- --- --- I ------ -4-1- - ----- L ' - 1 I L ......

L 11 I I I - - - f, , , ", """ - - - - - - - -- -1- - --- . - ------- --- " , k ---- L- - --- -- --- jl ------- -------- ----

L - - - - ---
I -- ---- - -------- - --------- -- -------.- L: L --- - -- ------ -- =-11 , "--=-, --1 - - - - - - - --- ----- -------- -------- -- f; i --- I-,------- -------------I---------- . 1 -.------T-,-- - --l- . ---- ------f-111-1-1-- I -_: :-_:-7 - - - I- --- ' - - ' L I I I I "I - . L" " - ' - ' ' ' " f-:---- ----,, [--- ---7:1 - - -11111 - I -1 I- -- - I . I ..... - -- --- - -- - - - -.., - 1 ------
L ---- -j--- - -- - -- - ------- .. .. .

L ....... ....... '- I --, , , , , - , -- -- - --- --- ---- --- - ---- - --- ------ - - --- - - - --- ----- - ---------- . ----f --- --- L ------- ------------ +-- -------- I --- --- - " -- -- ' ' ' ' .'- ' ' ' - - ' ' i - - - --- --'-- -" - ----- ------------ I I --------------- ---- ---- -----.,-- r - - - - - - -- - - - - - - - - - - - - - ,
2 - -- ___ _ - - --- -------- --------- -- - - --.------- --- i - - - ----t- . --------- --------------- - --- ... -- ------ - --- - - , J., -, - -
7 - -: - - - - - - -
4 -,---,-- - ,-"-"- " -- - -: - --:- "= =---- -_,_, -_ ---- , I ------- -- ------- --- ---- --------- ------- ...... ...... -------- j-- --------- - 1------------' ----- - 7- ---- - - - ----- ------- ---.-- ------ - 1- 'I ... .. . L--1 I - ,,.,-,-- I .1 — 11 L
I I L - - - 1-1 - I - . - ---- -- - ------ -- --- ---- --j- -- L -- =----:--.11 ---- -t-L-L, - - - -- ----'t - ------ -- - L .- .. ..... . - ---- - L- - 1 ------- - -- ---j ---- ---------- ---- - - : J- - -- -- _:, 7 --- . -.- -, - - - I . 11 I J - -- L - - ' 7771-,,, -1 I—. .1
i. I -. - - -- - - -- - ... - - . - - " ..:. -.=- -----------,.----: - - - - - - 1-1 , ,, - , , , - - , -- - - -- -- -- ------ I 1 ___-:- ---- -- ---- --T ----- --------- ------- - - -- - - - - - -:---- ---4----- - -- - - - - - - - - - - - - - - - - - - ------------------ -------------- -- t - - - - - - - - - - - - - - t -------------- f. -- -- ----- ------------ - - - - - - I -- I - - - - - - - - - - - - , :----.J-----: . 11 II I 11 - - III I --------- L - ------------- -+--- ---- 4--- i - '- - ------- -=-:-,---:t-=-,=- -==- _- +- - : - ------ - - L' - ' -- -1 ---- ... I . T11-111- -- 11-1- ' L .... ,- I -- -j - ------- - -- -- -----' - -I ... . .. . ...... -, ::-=-,j:_- -_-7: - -[-, - i - - - -:-,- -'.'-[- ------,I , I- L- - - - --"- - - ---f .. ... ----- -- L A ... . .... .. I ... ... ... ... ' __ _ - . . .- -- - . - - - '--- --- I.., --
I - _- . . . . . . . . -- _
I --------- - - - - - - ------------- L - --- - - - -- - - - - - - - -- -------------- -- - .-.------- ----------- ------------ ------------, ---.----- . -- ----- - _--_1 ---- -- _-L-__ L -- - -- - - - , ,- --,---- J------- . .. ....... * ---------- i - - - - - - - - - - - - -- --------- --------------- -------------- ----------- L -- ------------- - w I" -+ , --- - -- 7-- -------------- - "t ------ -- - - - - -- ----- - - - --------- ---- -- T i- - - - - - - jj - - - - - - - - - - - ---- --------- ------------- - , ----i ------------ * - ". . - I -- =-- ----- -------------- - - - - - - - - ------------ -- ----- - - - - - - - - - ---------- +-

L - - -

7., :1._,,., ,- . I ... . , - -- _ ........ - ;: - I --- - I— _ _ , - ..... ... 4 ... .. ... . - I - LL' - ' - -- 'j I - .- - 1- . 1 .... -1 - - 1- " ---- L -- --- L --- LL --- 1---111- 11 - - i - . - I'll. ... I - -1I I I 1L. - - - - - - - - - - - ------ -------------- L -- -- iL , - ---------- ---------- __ , - 4 1 ------ I - - f-..------ - -.1 I , ------ - - --------- - ----- - ----- -- - , ,, - - - - - - -- - -- -- ---- -- -- . 11-1 - - - --- L - - I— --- - . I- - --- . 1- .
v, -- -- - - - - - - ----- ------ - --------- ----- -- - i w, - 1 -- --- - ----------- - 'LL - ' --- - - - , - ' ' - , ---- ' ' " ' '-L '-. - -----,-, .- . , I : -- - :: -- --111 --- - - ----1 - .- II
i- - L - -- -- -------- t-- ---------
I ---- __ 4 . , - ----- - - -- - - - - - - - - - -- --------- --- --------I---------- ----..-.-,-I - - - - - - - - - - - - - --- - . . - , , : , I I ................. -- - ----- ---- -- , '
L . . - ,- - L L , , -- - - - - - - - - - - - I . -- - ' 'L . . . . . . . - I - I - L ... .... f- ' - , L - - - - I - - I -- 0 1 1 . - -------- ----- - - L: - - - - - - - ---- - - ----- ------------ --.1 - :: ,': - I ----- - ----- - :7 ---- 17-:-- :, .-- :: -- - ---- . ....... ... --- .... .. - -- - --- ----,-- -- -1 --- I- I . - - - __-__L _-_ . - - - - --- i I _ -_---- ------- - ---- -------- - _ --__ ------ - -:: 77 - - 11 . - - 11 - - . - - I -- . - -

I -- - - , ---- ---------------
i . , , - -::7 : , :-: 11 - -
11 I II - -- 'L - ' - ' ' -- -1' ------- - I I .. - -
j f- f .. ------- - ---------- -- - - - - - - - - - - - - - I - 1-1 - - - - - - - - I ---- ----- I— ----- ------ - ----------- -- 2 ----- --------- -
11 11 - I - II I- I 11 - I - 11 ' L '
i ---- - ---------- - -- ---------- -- -------------- - - I . I "---- --- , , -------------- - ----- ---- -- - - - - - - - - - - ---- .-------- - - . =,-_,-__= , , , L= " -_' L . . . .. . '-- -- - '- ' " 1 1 I - - I .1 I -, -' L . - - I 11 I - I I - I - L I - ' 'L' "' ------ -- - - - - - - - - - - --------------- ---------- I—- --- ------ --- - - - - - - - - - - -------- . .

I -------- - - - ---- - -- ----------- - .. ' - ' - '
1 , - - , I I -1 I ... I - . I , ' 'L - , '- L"' 'L I -- I - -1-1 - I . I ------------- -- -- --------- =' . "I I I Al - I I - . I- L --- ' '- ' - - - ' "' ' --- ----- - ....... _ _ _ _ ___ --- ---- -- - - -- ------, - 1- - - - - - - - - - - - - - -

11.1 i I , , , _ " - - , , , I - ------- - --- ------- - ----- f---------, -------------- -------------- -------------- ------- L-- - - - - - - - - - ---= -

L--,----- -

I - - - - - - -------------- --
i- ---=. - ----= ----, L_-L_-_ f - - - - - - - - - - _ __ _ '- __ - - - - - - - - - - --------------- - L, . - - - - - - - - - - - - - ,
o -------- --- --- ----- -, , - . . . - - . . . . . . - ' '.

I- . .. . - I I I - I - 1. . - I ' ' , '-- - -- - " L --'- -- - j, -, , ' - '
L '- - . -1
I 3 --- . . . . A -------------- ---L ------ --------------- :--- -- J" I -------------- ------------- -----. -------+--------- ----------- --------------T---------- -----------, -----------" - L . . . .. . - - - - - - - - - . _____ ___ __________ - _ _ , , "' - 4 - - - - - - - - -I--J, - --- , L - - - - -- --------------- ------------- --- ---------- - - - - - - - - - - - --------- ------------- - - - - - - - - i - - - - - ------- -------------- " __ ------------ - - - - - - 7- --77- - -- - -7 -=L------- :- - - - 1-: --77 -:-----:--:- , -------7 " . . . . . . . . . . . m: -- : - 777-:7-- ,=- -- = - - , --------- ------- - - - ------ ------,---- -:---74 - - - - - - 4-f 1 ------- - -- - ----- - , - ------
7- - - ,,
T---------- . t --- ---- --------- -t -J --- - -------- -- - - -- - -,-- -- --- I II , -, --- -- ....... -
4 ---- ----,-- --- 4 ---- - ----- - f --------- --------- L --- ---- -- 1111-1- - ------ - L - - - d' I ---------- ----- ---- -t -':::,: -: - - --' J- ... ------.--- -- -- ---- --- -- ------ ... : --- T,-----, . I I.". --- ... ... --- - - -- 11, - 11 L '' 1. 1-1.1- - --.. 1-4 - - 11I - --- --11.1-1- .- -- - ------ - ------- - -------- --+--------- -- ---- - ---- i . . ... .... ------ .-- ------- ---- ---1L--- --- ----L ------.-- I -- - = - - " -, "-" -, . -,-,------.----------- -- ----- -- ----.---- - --------- - ------- ----- ----------- - -___----------- -- -- -- F - -- -- ------- -- -------- - - ------- - -------------- L - ---------- . - -, -- ------ ---- ----- ------.--.-- - ------- I - . - -- jr- , == ---L- -- -----t - - ------4-- ------ I L . -- ------------ ------ --- --------- - ---- --- - ----------

I ---- ------- ------------- - - --------- ----------- ----------- 11-------- - -
1 - --------- -- - L ---- -
I i ---------- -------- -4 ------- - 'L --- -J :---.. L ------------- ------------- i - - - - - - - - - - -i -------------- --------- ------ I ------------ ------ - - --- ----- -------------- --------. -- -------- - - - - - - - - - - - --------:----- _ _ ____ _ _ ___ -_ -.1- 1.1 - ------------- -- ... .... ----j----- I 11-1-- ,.,- 1, 1-1 . . . . ,. -. "" - -"- L+- - 11 ---_L . .. .. ... - - - - - -::-::

J-:7777- I - " 11 .1 I " - ' .1 - - - .. - " - . . . . . . . - ' -- . -- -- - - " --- --- --- ' - - - - - - . -- - ---- -- - - -- - L - '- ' - . -- '- '- '- - _ .: _ - - - --, -- - - - - , - - t. . 1-+- -- -.., , , :. _-,: -
I -: --]- ---- :---,:t-,--:-,--.: m - - - - - - - - - - - ----------- , - -4---- - --- - ------.-,--, - --- ...... - -------------- - ... - = --= -------- -- ----------- --- ---------- -,-..- ,-, --,- -.. - E -- . ---- . - - - - - ---- J .-- - - - - - - - ---- - ==-. ----., - - ----- ------ ,-- ----- .- . -.1- I—- ,- . ,- ------ I.". : , - . . . . . . .

I - -11 . . I I - - I I11 - I I -----
T - 1. I I- I ..... 11 ----- L 'L ..... ...

L ------ - - -- ------ - L - - -- - --- - , - -- .... I -1I -- - -- - I ...... I I., ---- - I ... 1. - L ------ - --- - - - - - - - - - ------------- ---------------- ------------ --- -- - --- - - - - , _ _ - - -- - - ' -- ' ' - - -- . 1 - I II I I I 11 - I - - - ------ --1 -------4-- - - t - - -- t . - - - -- - - - - - - - - - - - - -------- --------- --------- ---------- ----- - - - - - - - - - - - - - - --- 1 ------- - -" -: ---- ------4------- --- --------- - - ------------- --- -- -- -- - ----------- ------- = r- -; --- - - - -,- - I ------------- - ------ --- ----------- -- jl ----------- -- --- r - ---- - I ------- - ----- ----. 11 -.-::------ -------------, --------- § -----j--- -- - ------- I -- -- . --- T------ - 7. I ' , i - - - .
11 - - - - - - - - L ..... .. - . 1--- -11 .... = - - - - - - - - - - - : :77. 7,----. ,-- -- t ------- , -, .---- -- --- II - - .- -- -- ---- ---- ---- - - --- - - - - - - - - -- - - 7_ .-__-_ E -- 1I—— - - - - - - - ----------------- - -
71-----7--w :-:w-- I ---:-= ---— =:=I---- = - - - ----=---.. .1- . . . . I - - = 4 - - - - - - - - - - - - -------- ----------- ------- -1 - - - - - - - --.- L -4- -- --- ----, I - I 1. - .f . - 1 ,_...,-
F,-,, ---I- -------+------4 ---- ... .... -- ----- - .111--- - - ----- - -- - ----- " I -=-- ---1---1 .1 ------ - ---- - -- .--1----- i -- -- - 11 --- " - -- I - - ------- -------- -- ----------- ..... - ---w-=-. :7---- 7---:-..: --- --1----r----- -------- [-------, - - --- - .

I ----- ------ ------.- -------- - ---- ----------------- ------ --- ---- -- --------- - ---- --- - -------- ----- - r ------------ - --- - -----------
1 -- - -- - =-- ------------- -= -- --- - ------------- --- - # - . __ __ _ _ __ --- I 111. . I I., I—— A ", --- - -- I -- --- - - -, - - - ... . . .... L" - " ---V--' . --I----- -- --- -- 4----------- - --- ---- -------.--. --- --- ---
7 7 77 --- - -, --- --" --- --- ----------------------- ----- -_ - - - - - -- 11I I -- ;;+; -,--- - -- -- -,---:-
t:--------i:--.-----,-- J --- : -- --- --7-:--t---: - ----- --- -------- - --------- --- -- - - -T _--_-. - -- ---- ---- -- - :-:--7- --- 7-T 7 - I, -- ----- ---------- -------- I------------ -- ------- " - -- - ---- --- ------- I ---- -------- Ri - - -
Ir -- ]=-

I -- -
I L
L-4

I-- -------
E.:- ----- --------------
J ---------------- ----. ----- ------------ --- I --------- -- I - --------- f---.---- ------- --- ------- ----- --

I --- ----- --- ,
t-------------- ----- -- -------- --- ------ --- --- -- ... 1--1 -- - -------- I— . ....... ,_=________________,[,-_____.. q-----.--------- ____ I __F-1__ __ L1-4L-1--:---1L -"- "-_: --_.- ... .... -- ------, ------ ----.

A -- - "I . -- ---- - --- - - __ - . . ....... . ..... __=_ __ _ ___ ------ --- ------- ---- -----t---- --Lf . . 4 -- 1 == =. ----- - --------- - -- ----- r --------------- ------- -- - -- - ------ :-7 7: - , . ... .. j-, - - --1--=--: =-.- --- -, - q- -- .4---4 ---- , - I L - - - ----------- - --------- - ---------- --------- ----------- --- - --- -------- ---------- - ---- -------.-- ---------- ------ ----- ---t--------- ---- -- ---- I ! L---- _-"-"--,--------- -------------- --
I z I - - - -----t-- - - - --------- I - --- -----T-
J,---.-.:---,: ---=-'----'-- : ------ 1-1 -------------- - - -- I L - ------1- . = --- ------- L
r--- --- .--:- --:-! - -- - ------- :'j- ' ----- --------- ---- ---- I - ----- - - - ------- - - - - -- -----..---- --- ---- ------- L-- -- - -----4 -- - ------ 4------,---
r-7777 -, -- -11 -_1 ... -_- -7---.w-_:-, ,---,------+-'L ---------- -- --- ----------- -11 ..... - .-.-- --.,.----- -`J- ... - --- . -- . .......... .... - - , I -- w-,-_--, -77-.-.T:-----, I --IL-,,.= -- - -------- - L-------- .---- ----------- I ------------ --------- --! ---------------J -- - M, 1 - - - = -7 - - =:- - - =.-.-= - - -r - --: ......... :-- ........ -.. " _- I— 111.1, , I— I --- --- - - -------- - --------- I ------ ---- - --- ---- --- L------,!-,---=.- :

L_-_-____- L ------------ 1-- - ----- ------------1 ------ - - ----- -- ----------- 4------------ ---------- ----------- -- --- - ------- -- ----- --- --- ------ ------- . ------ ---- -1-1--- ------ . ...... ----- - - L -- --- .1 -- ----- --f- , - - - -- -, - - L -- -------- 1-------4------- ----- .. . 4 -- ---- ----- - ----- -------- 4----- - -t m7--,7'.7-Lj-.-:-:----- - 11-1 ---- - ---_j - - -- - 1 1 I - . I - I I . -- ' L . . . 11 - - . --- - - I f---- - --- - - - - = ------- --------- -- - -- --- - - - - - i I -- -1 ------ -- ----- I -- ------- - -- - -- - --------- --------- --------,-. - - - - - - - - - -------- --- --- ------ - ---------- i - - - - - - - - - - L - ___:__ w---- --_--t --- -------
i-------- L- --- ... ... I - ------- I_ - - ----- ----- ---=-- ---- - $ - - -- - -:--q- - - -.---:- -.- - --- - - - - - q ----- --- - -- -- --J, L----:-.,-, ,-,--,-----L,-I-,---------. --,-------- --- - " - - - -1 --- - f- '" -- 1-147i .... ------ L'j:7-' - - - - --------- t - --------- - ------ --- f-, I - - - - - - 11 - ... L="- _= - I . I - - I ------ =-- ----:---.:

TT-:-:=- ---.,- -: -:---:. "-.=-------,'-L 1- ---- -:: . -, ---------=--[-----------= : -------Jr---- I1-L-- I , -" - , - - --- --- -- - -'- r- - --------

J ------ L-L --- -------- ---- ---------------- ------- - - I0 -- -- -- ------- ,L---------- - - - - ---------t --- f --------- ---------.-,4 ------------- .

I- - ---------- -- - - 1 - . - - ----- --- .- - ---------j------- ------- - - "' - -- -T . I 1-11 --- -4- --- I , -.:7-: ..w,------='. =-_-.-- ------- _=-=-_=" L-11-1 -..1,,-..... - = -t, --.- , = , - L.-,-_-_" ' ' -- , , L , -- - - - - - - - - - 4 ' ' " ' 'L ' ' f- , - -- - -- -: - --- - . Amm k - I - .-- I - -1 - - - ---- -... -- ---
1 - - - - - - - tt , . . ... . . . .
1 -,--- -,--+- -
I - - - - - - - I I . I . . I - - . -- -1 - , .... I- - -- - - - w - _-.:- - -- - -- - , _-' :-_- -- - ------ ----------- 4 - - - - - - - -- t------- +---------- - - - - - - - - -- ------ - ---- ------------ ------ - I 1 7 f-- ---- -i ------- - -1 --------- f ... .... -- ... ........ ---., 11 ------- -- - -- - - -i -- - ------- .. ......

L --
t-1-1 .., I -- - , - -

11.1. I—- I - - -1 --,-. I -
1-11- -. --,7-LA -.-. --- ... ... 1---.- . =--- -
7 m= ------- =- -----.- .----L-- ----- ----- - _ _ _ _ _ _ In-"- ------:-----].-. .... ---[ J---- . [' .. ....... .. I ... - ------------- - 1 -------- ----- ------ ---- i ------- - ----- 4----- - :r==-------F - - --- --- --= =-----, T" - 1- ----- -- --- ----
I - - - - - - I I -:--:: . . . . . . - - -----.-.j-.---------,--- : - ----=-, - 1 - - - - - - - - -,-^ ------- ------- I - - - - - - - 4- ---------- ----- -- 7:7---- .__-_:-_-.-,IL---,:,-.,.L:--T ------ -- -1 -------- - - --- --- --------,.------ f __ ..... .. --=- ----- - -------- --- - - ------ -1-- --- F----_--- -;--,------!'z---------,--------------.--,-..--.',,.-----.----------!--------,-----.-. 4-----.---------"--,------------I --- ---------- " =4== =- L ...... -- --- - --- -- -- - , " --- - t -- -- , -.-'' 'I -- ---- =:i- - - -= _ - .i ------------ - I --- 11+00 12
ISTx S9RM DRAIN
i k if i j I i I
I , , .
i 1 ( / ---
11 I——
I IJ j- I I NO RE)7rji Nt,-,,-,(-
Ijj, -- 11 , I -1 ---,,- 11
i
I - _4 I I 'I
i
I I ,
t I11I
R.
11 - ! INel- I r
I J
1<1. ,
k--,/ --': -
k '\ --
U-1-- I J , - i ." / g - - j, ---), I -1-4-41
74 1
l 11
F -- i il / J------ ,
I Zr :- ----
fIi
I.j -,---,-I-,-- I
I N / " g - f ( -1 4" , I
j e,% A j_ e , , 1 8 I I f j I / j4 1 I II
Ig , A f1ilAy . ' i j , t "
I'll , / APN 179- 121 -15T, , . f t / f I ! A
y
1 APNI
I
If i I 1) / 111-, r i .- . I
111-j 711 /
3J fI
I I f 1
1 , , " I
i f
1 I i I Ij I , j
4 1 4 f I I
I
1 11I11II

CONSTRUCTION NOTES

EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS)

82.00' -
PAVEMENT@--::-SAWCUT, REMOVE & REPLACE EXISTING AC 1-1-IVEMENT MATCH EXIST PER VSD SRF 8A & U`B TYPE A PLACE) 69 EXISTING UTILITY (PROTECT IN
83 CONSTRUCT 48" DIA PRECAST MANHOLE PER SDRSD SY-0 1, SM-043" Y-J & VSD S-JO @- CONSTRUCT 4" PVC S0R-35 SEWER LATERAL PER SDRSD SS -01 JOIN EXISTING LATERAL PER DETAIL SHEET 22) 90 EXISTING MANHOLE (TO BE REMOVED)
EXISTING 8" VCP SEWER (TO BE REMOVED AS REQUIRED)
O CONSTRUCT 8" PVC SDR-35 SEWER MAIN PER SDRSD SP -01@t VSD S--11 D A 0 k/ ABANDONED SEWER LATERALS TO BE CUT AND@-EXISTING AD11i 0/iufx REMOVED J) CLEAR OF NEW SEWER MAIN 1 EXISTING 6" VCP SEWER (PROTECT INPLACE)
@-CONSTRUCT DROP MANHOLE PER VISTA STD DWG SWR-1A

SEWER LINE DA TA

BEARING DISTANCE
L N20 7 1'50 "E 31.99' .

L2 N2072'02"E 333.84' _
LJ N20 7 1'JO"E 122.16'
N2071'JHE 82.00' -
I
i
APN 179-12
NOTE. •

CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO-ORDINATION OF ALL DRY UTILITIES REQ UIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS. I
WHERE S0G&E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO- ORDINATE WITH SDG&E To RELOCATE CONDUITScluLA09 IN ADVANCE OF THE SEWER LINE I
CONSTRUCTION. I
0 SCALE I " = 20' -----
0 20 0 20 40
00 C\)
V-4 4
Cz
c
r4q
4 6-4
q
444
0 CITY of VISTA
I IMPROVEMENT PLANS FOR. •

SOUTH SANTA L'E REDEVELOPMENT
O L-1 PROJECT (CIP-80INTHEOFFICEOF.,
DRAINALrTJ
0,,cjFESS LINE C
7601721-2000 \ \1? D. BUC <
SEWER
I
I
BUCCOLA o, - APPR*D 'I - q - .

C/) :--
1 rn -30-0 3 (D - 55075 6ENGINEE]UNG, in c w No. 27732 SHEET 19 OF25 AS -BUILT t15 j (x-
1 or NGINEER RCE EXPIRES D TE
I
v
N(
3142 Is Suite 3011 Oceanside, CA 92056 1 *
Exp. 3-31-12
BENCH MARK: STATION 2063 IN THE CITY OF VISTA

ZL SEWER IMP PLANS ADDED & SHEETS RE-NUMBERED L'(J (( A- MA I *
1-0x
CITY DATE VID I DATE ) mr.01 ! ,
27732 119,111. 9S C IV I\- NETWORK, ESTABLISHED BY RECORD D WG-39 79 NO.

I
DESCRIPTION ]- - i4-4 , , 0 J:- C A \Y LEV 359.22 (NGVD 1929) 1 EPfGINEER OF WORK RCE DATE
I
COV REVISION. 911512004 1
F:\223 TWE\01 Vista Redev\dwg\2231 - i - sd - 1 9-Sewer.dwg 2/21/2013 9:10:54 AM PST - 025 , VI MAPS F15, G15 & G16
I LN 200906/25/2024 C8 Page 294 of 384

t ........
i
T ...Y --- t .._.
t -- -- .,...._.l, ... --
I..,._ -.. .I- 111... .__, . .- __,.,._.....
i E
aI -- ,...
r.._ .,.. ..... _... ._.
x ...1
f' i ', i S
jI {¢
pp
d .,
E
r.. .._.. ... .. ...._., ,... ..y .. .. .. ..... .., .. _ -. ., r. " - ----- ---
I ---- -- ------- --- - L ------------- 4t
f
7:17 . _,
t_. -

1. I , + .
r - .. - . -- - -- ----------
s_ ... _ , ,f , ....... 11-1. .. .. __ .I- . , ._.._,,... _..._ ,. ...__.. -- _..., - i_ ,... _ _ _, . , ,,, -..__ __... ___ - -- - ___ ty -••• ^
Y
N(--: N
g .. ---
mo \ y
r, ,/
SCALE 1 " = 20' °° 1

EXIS NG
113Q PE DWI G.

C> /
d . ;
f@P
Q '
V* , t
I
PALA
7 .• ......;!.• .. .

E.4-.-.-.....-.--7. . • .•. '•'.•. § • ' :••' * .,
I
1--- Cn **'* '
1 ••,
g ' . • t• :•. .i.•'. .. -***- .
l I \ \ *
14-:

N : /-
m
N ,
1 B
yTM41 .
t-- f .
s 1
I \ - %
ly
Qi r
I
FXI.S TINT `= ST0RM nRAIN - ` t

SEWER LINE DA TA

BEARING DISTANCE
L) S2071'50 "W 96.61'
L2 S3245'18 "W 83.39'
L3 S32*45'18 "W 106.83'
L4 S20'32'29 "E 1 194.59'
COV REVISION: 911512004
13+00
e
ffi
i:.:
1 r -4 I'll...

Z--------- ..

C 0 _ ..... .-
i ,
1 1... ..

S 3 _ L ..
yy — qq ..
14 +00
x
T- -::

5. i...,__....
1 :_
s .#
j 1 11
tt .

1... 3...... - I
p .
4#
T 1 _
1 - _......_.... 1 y„„ _ , p
i
r.. .._.. ... .. ...._., ,... ..y .. .. .. ..... .., .. _ -. ., r. " - ----- ---
I ---- -- ------- --- - L ------------- 4t
f
7:17 . _,
t_. -

1. I , + .
r - .. - . -- - -- ----------
s_ ... _ , ,f , ....... 11-1. .. .. __ .I- . , ._.._,,... _..._ ,. ...__.. -- _..., - i_ ,... _ _ _, . , ,,, -..__ __... ___ - -- - ___ ty -••• ^
Y
N(--: N
g .. ---
mo \ y
r, ,/
SCALE 1 " = 20' °° 1

EXIS NG
113Q PE DWI G.

C> /
d . ;
f@P
Q '
V* , t
I
PALA
7 .• ......;!.• .. .

E.4-.-.-.....-.--7. . • .•. '•'.•. § • ' :••' * .,
I
1--- Cn **'* '
1 ••,
g ' . • t• :•. .i.•'. .. -***- .
l I \ \ *
14-:

N : /-
m
N ,
1 B
yTM41 .
t-- f .
s 1
I \ - %
ly
Qi r
I
FXI.S TINT `= ST0RM nRAIN - ` t

SEWER LINE DA TA

BEARING DISTANCE
L) S2071'50 "W 96.61'
L2 S3245'18 "W 83.39'
L3 S32*45'18 "W 106.83'
L4 S20'32'29 "E 1 194.59'
COV REVISION: 911512004
13+00
e
ffi
i:.:
1 r -4 I'll...

Z--------- ..

C 0 _ ..... .-
i ,
1 1... ..

S 3 _ L ..
yy — qq ..
14 +00
x
T- -::

5. i...,__....
1 :_
s .# 1., 1._.., .._....# ._.. ,.._a... ., .. sc{I .. 4 a. .fl. ...w,... .s....,. _!. ,. -± .. ._x._, . «, r. .._ ... „ 1.._. . _... ,.. ... ..,
y- __.
4 J_. e - ...... E F }
y _,. -. y . t
COV REVISION: 911512004
13+00
e
ffi
i:.:
1 r -4 I'll...

Z--------- ..

C 0 _ ..... .-
i ,
1 1... ..

S 3 _ L ..
yy — qq ..
14 +00
x
T- -::

5. i...,__....
1 :_
s .# 1., 1._.., .._....# ._.. ,.._a... ., .. sc{I .. 4 a. .fl. ...w,... .s....,. _!. ,. -± .. ._x._, . «, r. .._ ... „ 1.._. . _... ,.. ... ..,
y- __.
4 J_. e - ...... E F }
y _,. -. y . t
1 - _......_.... 1 y„„ _ , p
i
b1. _. _. t .. _
e r .
y i_ ._._ I .___ t j L.. ,, _ a .._.._._ _..._ _ _
1 E ,ys a._ ..._._...___...A_..._.. _....
1 ._ .._...__....._... i._.. .... 1 ._._.._ r .._.... 1 5 .. y .____ F _._... ..... i. .. _ ...
t._. _ _ __.,..

L...._.. 1 ._._.__
V
1 t ___ ._____ r _.._- F. _ _ _ _
i
t..
i ;
v _., 1......_.. }
s 3
t
jj ¢.
t... i 11.
iI t
4 1. .- - -..,. .. -- , .i .,.__...I 4_.__... , g _. - ..._ _ _ , j . _ _r _.. _.j p.._- E
r - --
I
t
1 1 ;.
v .... -.. _ 3 1 -.,.
t _
i'__ ------ -- . PROFrL SCALD .
1 : - -._ ,._- .::_ _ - I _..
1 — 20 HORIZ. --
s...... ..._,. -_._ ._...,_._.. _....__.._ . _ ....,,_. _ ._.,...._. --,. - .__,... ...___.,.F _,._.... ____. 1 __. _ . __ _ ...._._.. . }. ._...,. _.,._..,.

T ._ _ _. _._ . _ ... - - -- r.. -...._ __._... _....._ .... -.. __ _ _ i _. fI
15+00
1 0 N11
I',, \ / \
1 1-1
N
I'll
C h9 ROW / \\ \
EX 24 „ /``

SD PIPE
Z C
I . \ %
F ,,
y 3' •
TER D -893 -, .. X60 -.,___ ___ . .
x..

Q .!
W114 X /-
4-,lm —4 i j
po ---_ ----1 7= — C/
Z r%
1 ,4
CONTRACTOR TO INSTALL .SHORING ' ` i '
FOR EXCAVATION AS REQUIRED _ s'`
AlUrvv rvwv cr intu rtvn C
fXISANG 18" CMP STORM DRAIN °o

PROTECT IN PLACE)

CONSTRUCTION NOTES

EXISTING UTILITY CONFLICT (TO BE RELOCATED BY OTHERS)
52 SAWCUT, REMOTE &REPLACE EXISTING AC PAVEMENT MATCH EXIST PER LSD SRF 8A & 8B TYPE A @—EXISTING UTILITY (PROTECT IN PLACE)
8Q— CONSTRUCT 48" DlA PRECAST MANHOLE PER SDRSD SM -01, SM -03, M -3 &LSD S -30 8 CONSTRUCT 4" PVC SDR -35 SEWER LATERAL PER SDRSD SS-01 (JOIN EXISTING LATERAL PER DETAIL SHEET 22) 90 EXISTING MANHOLE (TO BE REMOVED)
EXISTING 8" MCP SEWER (TO BE REMOVED AS REQUIRED)
OCONSTRUCT8" PVC SDR -35 SEWER MAIN PER SDRSD SP -07 8c LSD S -5 1— EXISTlN6 ABANDONED SEWER LATERALS TO BE CUT BACK AND REMOVED 3' CLEAR OF NEW SEWER MAIN ql'—EXISTING 6° MCP SEWER (PROTECT IN PLACE)
CONSTRUCT DROP MANHOLE PER VISTA STD DWG SWR —IA
1 NOTE.-
CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION CO— ORDINATION OF ALL DRY UTILITIES REQUIRED.

CONTRACTOR TO PROTECT IN PLACE ALL CITY OF VISTA TRAFFIC SIGNAL CONDUITS, STREET LIGHTS & STREET LIGHT RUNS.
1+00

III I III'I I
I-.--- --- - ----
1 I'll. _.. ,
r
d 1
i
S "-
1 .... t --- .. o- .,...y
R
S L iF . , .. . , n ....
t
l
i
7 ...
c yy .._.. l -F,-----

1.. ..N ---- .....
n ._ 4._.._.
f
a -,.----

3.. ....
2 +00

PA VISTA DRIVE
SEE SHEET, 6 & 18
1--, _._ ...--------
1 . -. t ..... "'
fY
P --
o_.

T - t-
3 +00
1 a
5 - IL--
1 f- <,,
ii --
1 fi 6 -, """.
1 ' ~-1
Ilk i
f
f' °"
IF ,
f
f
I
A.
4 M t,_ f
Lr A
f'
f_;;
ice - /

WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO— ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN IMPROVEMENT PLANS FOR.- CONSTRUCTION SOUTH SANTA .PE REDEVELOPMENT
PREPARED IN THE OFFICE OF. DRAINA GZ l j Od ECT (CIP-8001) 760 721_2 ©00
oQ \
koFESS,o SEWER LINE C & E
BUCCOLA , ,Q o .

Q\ APPR VED
I
111)
ENGINEERING, in c w No.
55075 6 -30 -1 t /3 SHEET 20 0F2J" AS -BUILT * I'3 , rr z1 for ENGINEER RCE EXPIRES D TE J SEWER IMP. PLANS ADDED & SHEETS RE- NUMBERED in l g I I j 1 31 Vist Way, 'te 301, Oceanside, CA 92056 * Exp. 3 -31 - 12 . s
c v«
BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION ciT r SATE viD DATE 27732 %' • i '911
Fp` SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- 39 79 APPROVED CHANGES. ENGINEER OF WORK RCE DATE
F CAS OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
P \223 TWE \01 Vista Redev \dwg \2231- i- sd -20- Sewer.dwg 2/21/2013 9:13:29 AM PST LN 2009 -025 VID MAPS F15, G15 & G16
ice - /

WHERE SDG &E ELECTRIC CONDUITS ARE IN CONFLICT THE CONTRACTOR SHALL CO— ORDINATE WITH SDG &E TO RELOCATE CONDUITS IN ADVANCE OF THE STORM DRAIN IMPROVEMENT PLANS FOR.- CONSTRUCTION SOUTH SANTA .PE REDEVELOPMENT
PREPARED IN THE OFFICE OF. DRAINA GZ l j Od ECT (CIP-8001) 760 721_2 ©00
oQ \
koFESS,o SEWER LINE C & E
BUCCOLA , ,Q o .

Q\ APPR VED
I
111)
ENGINEERING, in c w No.
55075 6 -30 -1 t /3 SHEET 20 0F2J" AS -BUILT * I'3 , rr z1 for ENGINEER RCE EXPIRES D TE J SEWER IMP. PLANS ADDED & SHEETS RE- NUMBERED in l g I I j 1 31 Vist Way, 'te 301, Oceanside, CA 92056 * Exp. 3 -31 -12 . s
c v«
BENCH MARK: STATION 2063 IN THE CITY OF VISTA
NO. DESCRIPTION ciT r SATE viD DATE 27732 %' • i '911
Fp` SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD D WG- 39 79 APPROVED CHANGES. ENGINEER OF WORK RCE DATE
F CAS OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
P \223 TWE \01 Vista Redev \dwg \2231- i- sd -20- Sewer.dwg 2/21/2013 9:13:29 AM PST LN 2009 -025 VID MAPS F15, G15 & G16P \223 TWE \01 Vista Redev \dwg \2231- i- sd -20- Sewer.dwg 2/21/2013 9:13:29 AM PST LN 2009 -025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 295 of 384

06/25/2024 C8 Page 296 of 384

06/25/2024 C8 Page 297 of 384

EROSION CONTROL NOTES EROSION CONTROL NOTES ontd.)
STORM WATER AND EROSION CONTROL NOTES 22. THE OWNER DESIGNATED 24 -HOUR TELEPHONE NUMBER AND THE

1. TOTAL AREA OF LAND DISTURBANCE _ ACRES

NAME(S) OF THE PERSONS) RESPONSIBLE FOR EMERGENCY WORK

APPEARS BELOW AND SHALL AT ALL TIMES BE POSTED IN A

2. THIS PROJECT IS SUBJECT TO ALL APPLICABLE GENERAL AND PROJECT CONSPICUOUS PLACE ONSITE TO FACILITATE PUBLIC REPORTING OF SPECIFIC PROHIBITIONS AND REQUIREMENTS IN CHAPTERS 13..18 AND 17.56 PROBLEMS. (A TELEPHONE ANSWERING MACHINE OR ANSWERING OF THE VISTA MUNICIPAL CODE, AND THE CITY STORMWATER STANDARDS SERVICE IS UNACCEPTABLE.

MANUAL.

3. BMPS AT MANNED FACILITIES MUST BE INSPECTED BY THE EROSION NAME RAIN EVENTS.

BMPS AT UNMANNED FACILITIES MUST BE INSPECTEDSPECTED BYETHE DISCHARGER EROSION CONTRO.-L DETAILS

REGULARLY DURING THE RAINY SEASON AND PERIODICALLY BETWEEN EACH ---------------- - - - - -- RAINY SEASON. THESE BMPS MUST BE MAINTAINED SO THAT THEY 24 HOUR PHONE NUMBER CONTINUE TO FUNCTION AS DESIGNED. BMPS WHICH FAIL MUST BE REPAIRED AS SOON AS IT IS SAFE TO DO S0. IF THE FAILURE OF A BMP CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ONSITE AT ALL TIMES DIVERSION RIDGE REOU /RED INDICATES THAT THE BMPS IN USE ARE INAPPROPRIATE OR INADEQUATE TO A STORMWATER MANAGEMENT PLAN (SWMP) OR STORMWATER WHERE GRADE EXCEEDS 29 2 9 OR GREATERTHECIRCUMSTANCES, THE BMPS MUST BE MODIFIED OR UPGRADED TO POLLUTION PREVENTION PLAN (SWPPP) IN CITY APPROVED FORMAT ._--- PREVENT ANY FURTHER FAILURE IN THE SAME OR SIMILAR CIRCUMSTANCES. WHICH IS HEREBY INCORPORATED WITH THESE PLANS BY REFERENCE.

SAID PLAN SHALL BE KEPT CURRENT AND REFLECTIVE OF CURRENT ROADWAY4. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID SITE CONDITIONS. DEVICES,

O E DONE TO PROTECEADACENTAPRATE ANDNPUBLC PROPERTY, THE

COST OF WHICH (INCLUDING AN INITIAL MOBILIZATION AMOUNT) SHALL BE HYDROSEED MIX ONE FILTER FABRIC CHARGED TO THE OWNER. CONDITION: HIGH VISIBILITY, HIGHLY ORNAMENTAL AREAS (ADJACENT TO SECTION A - A ROADWAYS, RESIDENTIAL SLOPES, PARK AREAS, ETC.). IN ADDITION, THIS MIX IS

5. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE SUITED TO ALL SLOPE HEIGHTS. HOWEVER, DUE TO THE RELATIVELY SMALLER WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. MATURE SIZE OF THE PLANT MATERIAL, IT IS ESPECIALLY SUITED TO SLOPES \ NOTE.- / LESS THAN TEN FEET IN HEIGHT. IN THESE CONDITIONS, THE PLANT MATERIAL

SPILLWAY USE SANDBAGS, STRAW BALES

6. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL WILL NOT EXTEND MUCH BEYOND THE LIMITS OF THE SLOPE. STRAW BALES, SANDBAGS,

OR OTHER APPROVED METHODSORCONTINUOUSBERMOFPLANWHICHINTERFEREWITHTHEWORKSHALLBERELOCATEDORTOCHANNEL /ZE RUNOFF TO MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY THE ENGINEER APPLICATION RATE BOTANICAL NAME EOUI ELENT H IGHT BASIN AS REQUIRED.

14. OF WORK AND AS APPROVED BY THE CITY ENGINEER. NURSE CROP

SALVIA CLEVELANDII
D1VfRS /ON RIDGE

STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM

12. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR 3 LBS /ACRE LOBULARJA MARI TIMA 'CARPET OF SNOW' (1) SUPP

7. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET 3 LBS /ACRE LOBULARJA MART TIMA 'ROYAL CARPET' (2) WHEE AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER, AS 3 LBS /ACRE ENCHOCHOLZIA CALIFORNICA CONDITION: MODERATE VISIBILITY INTERIOR SLOPES OF COMMERCIAL AND DIRECTED BY THE INSPECTOR. 3 LBS /ACRE LINUM GRANDIFLORUM 'RUBRUM'

RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL

8. A 12 -INCH HIGH BY 4 -FOOT WIDE BERM SHALL BE MAINTAINED ALONG THE

PERENNIALS
9 LBS /ACRE ATRIPLEX SEMIBACCATA

PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND

EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TOP OF SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS. 5 LBS /ACRE GAZANIA. 'PIXIE DELIGHT' (3)
q MINIMUM PURITY OF SEED 95
CONCENTRATED WATER SHALL NOT BE CARRIED WITHIN 10 FEET FROM THE

EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL 4) CAN BE USED WITHOUT ROYAL CARPET' A T THE RATE OF 5 LBS /ACRE CARPET
NOTES.

TOP OF SLOPES. 6 LBS /ACRE LIMONIUM PEREZII

BOTANICAL NAME

THE PLANTING MIX SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO 2 LBS /ACRE OENOTHERA CHEIRANTHIFOLIA

NURSE CROP

9. STAND -BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE, SHRUBS /TREES STREET GRADE CHECK DAM INTERVAL 3 LBS /ACRE LOBULARIA MART TIMA CARPET OF SNOW (4) OR OWNER FOR EMERGENCY WORK DURING RAINSTORMS. 2 LBS /ACRE ACACIA SALIGNA 3 LBS /ACRE LOBULARIA MART TIMA ROYAL CARPET (5)
REMOVED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
3 LBS /ACRE MIMULUS PUNICEUS
27o TO 4q 100 FEET

10. ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST 4 LBS /ACRE ENCELIA COLIFORNICA 4% TO 1090 50 FEET
BE BACKFILLED BEFORE THE END OF THE WORK DAY IF A 407 CHANCE OF 3 ACRELBS CISTUS C RSICUS0 O

TEMPORARY
AIN- I S PREDICTED. _ Y ., .... ., +r. . .e . .. saw.... 47 LBS /ACRE TOTAL,
r w,.. r. ....... .w. v. ... ._r, . . ++.r ...

11. ALL BUILDING PADS SHALL BE SLOPED TOWARDS THE DRIVEWAY AND MINIMUM PURITY OF SEED - 95 14 LBS /ACRE ERIGONUM FASI CULA TUM
z
o

VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVEWAYS 1 CAN BE USED WITHOUT 'ROYALWI CARPET' AT THE RATE OF 5 LBS /ACRE 8 LBA /ACRE LOTUS SCOPARIUS
DRAINING INTO THE STREET. VELOCITY CHECK DAMS SHALL BE PROVIDED

DONE ON AN AREA STABLIZED WITH CRUSHED
THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WITH 9 LBS /ACRE ACROSS THE OUTLETS OF ALL LOTS DRAINING ONTO THE STREET. 2) CAN BE USED WITHOUT 'CARPET OF SNOW' AT THE RATE OF 5 LBS /ACRE

STONE THAT DRAINS INTO AN APPROVED

14. 3) CAN BE SPECIFIED IN EITHER WHITE, ORANGE OR YELLOW, OR MIXED

SALVIA CLEVELANDII
D1VfRS /ON RIDGE

STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM

12. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS, PAVED OR

SALVIA MELIFERA

SLOPES PROTECTI
DRAIN SYSTEM. 67 LBS /ACRE TOTAL

15. UNPAVED, AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS H YDROSEED MIX TWO APPLICATION, INCREASE THE APPLICA 77ON RATE BY
50' (15m) MIN.
207 OF THE FOLLOWING SPECIES: ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA, MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION CONDITION: MODERATE VISIBILITY INTERIOR SLOPES OF COMMERCIAL AND END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN FORCAST PROBABLITY NON- IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE

RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL INDUSTRIAL DEVELOPMENTS).

PLANNING DEPARTMENT.

PAN

PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND

EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES DATE vID
DESIL 77NG BASINS, AND BASINS SHALL BE PUMPED DRY. q MINIMUM PURITY OF SEED 95 TO THE CENTERLINE. EARTHEN DIKES MAY NOT BE USED AS VELOCITY

EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL 4) CAN BE USED WITHOUT ROYAL CARPET' A T THE RATE OF 5 LBS /ACRE CARPET
NOTES.

EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL.

CHECK DAMS. APPLICA TION RA TE BOTANICAL NAME

THE PLANTING MIX SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PER NOTE 1

NURSE CROP

HYDROSEED MIX THREE
1, THE ENTRANCE SHALL BE MAINTAIND IN A CONDITION THAT WILL PREVENT STREET GRADE CHECK DAM INTERVAL 3 LBS /ACRE LOBULARIA MART TIMA CARPET OF SNOW (4) TRACKING OR FL DW/NG OF SEDIMENT ONTO PUBLIC RIGHT- OF -WAYS. THIS MA Y

REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY REASURES USED LESS THAN 27o AS REQUIRED 3 LBS /ACRE LOBULARIA MART TIMA ROYAL CARPET (5) REMOVED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.

TO TRAP SEDIMENT

BOTANICAL NAME
27o TO 4q 100 FEET 3 LBS /ACRE ENCHOCHOLZIA COLIFORNICA Q J 2 WHEN NECESSARY, WHEELS SHALL BE

GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE 4% TO 1090 50 FEET 2 LBS ACRE LJNUM GRANDIFLORUM 'RUBRUM' PR /OTOENTRANCEONTOPUBLIC TEMPORARYOVER109025FEETPERENNIALSRICHOW
EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND -BY PERENNIALS 14 LBS /ACRE ERIGONUM FASI CULA TUM
z
o 3, WHEN WASHING IS REQUIRED, IT SHALL BE GRAVEL13. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT 8 LBA /ACRE LOTUS SCOPARIUS

LOTUS SCOPARJUS

DONE ON AN AREA STABLIZED WITH CRUSHED
THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WITH 9 LBS /ACRE ATRIPLEX SEMIBACCATA

ANY PROPOSED ALTERNATE EROSION CONTROL MEASURES ARE TO BE

STONE THAT DRAINS INTO AN APPROVED CONSTRUCTION
TEMPORARY MATERIALS SUCH AS PLASTIC SHEETING.
7 LBS /ACRE ATRIPLEX GLAUCA

HAPLOPAPPUS VENETUS

SEDIMENT TRAP OR SEDIMENT BASIN E NTRAN C E EXIT
CHANNEL GRADE CHECK DAM INTERVAL 3 LBS /ACRE ARTEMiSIA PYNOCEPHALA O FILE: ENTRANCE

M/ MUL US PUNICEUS
LESS THAN 37o 100 FEET SHRUBS /TREES
37o TO 6% 50 FEET 2 LBS /ACRE MIMULUS PUNICEUS
OVER 6% 25 FEET 3 LBS /ACRE ENCELIA COLIFORNICA
5 LBS /ACRE VIQUIERA LACINLATA
A GRAVEL BAG SILT BASIN OR -SILT TRAP SHALL BE PROVID T14. ED A EVERY 2 LBS /ACRE SALVIA CLEVELANDII STORM DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM 2 LBS ACRE SALVIA MELIFERA

SLOPES PROTECTI
DRAIN SYSTEM. 67 LBS /ACRE TOTAL

15. A GUARD SHALL BE POSTED ON SITE WHENEVER THE DEPTH OF WATER IN NOTE: FOR NON-IRRIGATED APPLICATION, INCREASE THE APPLICA 77ON RATE BY ANY DEVICE EXCEEDS TWO FEET. 207 OF THE FOLLOWING SPECIES: ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA,

16. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE ATRIPLEX SEMIBACCATA; ENCELIA COLIFORNICA.

END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN FORCAST PROBABLITY NON- IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE EXCEEDS 407. AFTER EACH RAINSTORM EXCEEDING Y4 INCH IN A 12 HOUR PLANNING DEPARTMENT. 1 PERIOD, SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND CITY DATE vID
DESIL 77NG BASINS, AND BASINS SHALL BE PUMPED DRY. q MINIMUM PURITY OF SEED 95

17. EFFECTIVE PLANTING SHALL BE INSTALLED, FULLY GERMINATED, AND SHALL 4) CAN BE USED WITHOUT ROYAL CARPET' A T THE RATE OF 5 LBS /ACRE CARPET
COV REVISION: 810112004 F: \223 TWE \01 Vista Redev\dwg\2231 -i-sd-23-ero.dwg 1/31/2012 2:36:03 PM, PST F: \223 TWE \01 VistaRedev \dwa \Borders \ero- Border. dwa 1 /30/2012 5: 02: 28 PM PST EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL. 5) CAN BE USED WITHOUT OF SNOW' AT THE RATE OF 5 LBS /ACRE

THE PLANTING MIX SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO PER NOTE 1
INSTALLATION. SPRINKLER SYSTEMS ARE REQUIRED ON ALL SLOPES OVER HYDROSEED MIX THREE NOTES: 1. FIBER ROLL SHALL BE SECURED BY
FIVE FEET IN HEIGHT. TEMPORARY SPRINKLER SYSTEMS WILL BE REQUIRED CONDITION: LOW VISIBILITY, OPEN SPACE AREAS.

ON ALL SLOPES UN77L PLANTING IS ESTABLISHED, AND MAY NOT BE

PROPOSED
REMOVED WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. APPLICATION RATE BOTANICAL NAME GRADE

NURSE CROP

18. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE 10 LBS /ACRE BROMUS RUBENS SLOPE

AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID 3 LBS /ACRE ENCHOCHOLZIA COLIFORNICA

PROTECTION
CONSTRUC77ON OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED I
EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND -BY PERENNIALS CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY 10 LBS /ACRE A1RlPLEX SEMIBACCATA SEASON. 8 LBA /ACRE LOTUS SCOPARJUS
10 LBS /ACRE ATRIPLEX GLAUCA

19. ANY PROPOSED ALTERNATE EROSION CONTROL MEASURES ARE TO BE 8 LBS /ACRE ATRIPLEX CARNASCENE RECOMMENDED BY THE ENGINEER OF WORK, FOR APPROVAL BY THE CITY 2 LBS /ACRE HAPLOPAPPUS VENETUS ENGINEER, PRIOR TO . INSTALLA 770N. SHRUBS /TREES
3 LBS ACRE M/ MUL US PUNICEUS

20. FROM OCTOBER 1ST THROUGH APRIL 30TH OF EACH YEAR, COV . MUNICIPAL / CODE, CHAPTER 17.56, REQUIRES THAT ALL DENUDED SLOPE FACES BE 3 LBS /ACRE ENCELIA COLIFORNICA PROTEC7E FR 5 LBS /ACRE VIQUIERA LACINLATA

EXTRA STRENGTH FIL TER FABRIC

NEEDED WITHOUT WIRE MESH SUPPORT

STEEL OR

WOOD POST

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST
TR
FLOW
10, (3m) MAXIMUM SPACING WITH
7// WIRE SUPPORT FENCE
6 0.8m) MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE
STEEL OR WOOD. POST
36 " (1m) HIGH MAX.

PONDING HEIGHT PONDING HEIGHT
FL OW
3/4 " (20mm)
MIN. DRAIN ROCK
low
FL OW 9 " MAX,
225mm) 8 " (200mm)
S O GE
o
a
r
x//A'r. /j
12" MIN. /\ \' \ / \ \ 12 " MIN. \
300mm) % / ' /\ (300mm) %
i / \\
4 "x6 " 100 X 150mm

TRENCH WITH COMPACT D
B4 CKFIL L

TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
NOTES. -

1. SL T FENCE SHALL SE PLACED ON SLOPE
NOT TO SCALECONTOURSTOMAXIMIZEPOND /NG EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH

STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY. 9" (225mm) MAX /MUM
Z RECOMMENDED STORAGE HEIGHT.
0 J. REMOVED SEDIMENT SHALL BE DEPOSITED

TO AN AREA THAT WILL NOT CONTRIBUTE SILT F

ISEDIMENT OFF -SITE AND CAN BE PERMANEIVTL Y
STABILIZED.

B

GRAVEL &IGS
B
PLAN urEw
O

SECTION B -B

NO SCALE

NOTE- GRAVEL BAGS SHALL BE INSTALLED PER
CITY OF VISTA STD.

GRAVEL BAGS SHALL CONSIST OF BURLAP,
RLLED WITH J14- (AVERAGE SIZE) AGGREGATE:

D OM EROSION, AND THAT ALL SEDIMENT BE KEPT ON SITE. THE S / ACRE BACCHARIS PILULARIS 'CONSANGUIENA' USE OF INDUSTRY STANDARD SLOPE PROTECTION AND SEDIMENT CONTROL 3 LB METHODS ARE REQUIRED TO BE IN PLACE AND MAINTAINED 24 HOURS A 67, LBS /ACRE TOTAL DA Y17 DAYS A WEEK.

NOTE. FOR NON - IRRIGATED APPLICATION, INCREASE THE APPLICATION RATE BY .

ZO9021. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN -OFF OF THE FOLLOWING SPECIES:, ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA, SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE ATRIPLEX SEMIBACCATA, ENCELIA COLIFORNICA.

STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CON TAMINA TED RUN - OFF FOR TREATMENT T AND DISPOSAL. NON- IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE PLANNING DEPARTMENT.

Z MINIMUM PURITY OF SEED - 95

SLOPES PROTECTI
I
f
y .
40F 0.

COVERED W /HYDROSEED

MIX THREE, PER NOTES
LEFT
1 SEWER IMP. PLANS ADDED & SHEETS RE- NUMBERED
DESCRIPTION CITY DATE vID DATEN0.

APPROVED CHANGES
COV REVISION: 810112004 F: \223 TWE \01 Vista Redev\dwg\2231 -i-sd-23-ero.dwg 1/31/2012 2:36:03 PM, PST F: \223 TWE \01 VistaRedev \dwa \Borders \ero- Border. dwa 1 /30/2012 5: 02: 28 PM PST

FIBER ROLL,
PER NOTE 1
NOTES: 1. FIBER ROLL SHALL BE SECURED BY
1 /2 x 1 /2 x 12 STAKE AT fi O.C.

PROPOSED PAD
GRADE
max
SLOPE

PROTECTION
I

EXTRA STRENGTH FIL TER FABRIC

NEEDED WITHOUT WIRE MESH SUPPORT

STEEL OR

WOOD POST

ATTACH FILTER FABRIC

SECURELY TO UPSTREAM

SIDE OF POST
TR
FLOW
10, (3m) MAXIMUM SPACING WITH
7// WIRE SUPPORT FENCE
6 0.8m) MAXIMUM SPACING WITHOUT

WIRE SUPPORT FENCE
STEEL OR WOOD. POST
36 " (1m) HIGH MAX.

PONDING HEIGHT PONDING HEIGHT
FL OW
3/4 " (20mm)
MIN. DRAIN ROCK
low
FL OW 9 " MAX,
225mm) 8 " (200mm)
S O GE
o
a
r
x//A'r. /j
12" MIN. /\ \' \ / \ \ 12 " MIN. \
300mm) % / ' /\ (300mm) %
i / \\
4 "x6 " 100 X 150mm

TRENCH WITH COMPACT D
B4 CKFIL L

TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
NOTES. -

1. SL T FENCE SHALL SE PLACED ON SLOPE
NOT TO SCALECONTOURSTOMAXIMIZEPOND /NG EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH

STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY. 9" (225mm) MAX /MUM
Z RECOMMENDED STORAGE HEIGHT.
0 J. REMOVED SEDIMENT SHALL BE DEPOSITED

TO AN AREA THAT WILL NOT CONTRIBUTE SILT F

ISEDIMENT OFF -SITE AND CAN BE PERMANEIVTL Y
STABILIZED.

B

GRAVEL &IGS
B
PLAN urEw
O

SECTION B -B

NO SCALE

NOTE- GRAVEL BAGS SHALL BE INSTALLED PER
CITY OF VISTA STD.

GRAVEL BAGS SHALL CONSIST OF BURLAP,
RLLED WITH J14- (AVERAGE SIZE) AGGREGATE:

D OM EROSION, AND THAT ALL SEDIMENT BE KEPT ON SITE. THE S / ACRE BACCHARIS PILULARIS 'CONSANGUIENA' USE OF INDUSTRY STANDARD SLOPE PROTECTION AND SEDIMENT CONTROL 3 LB METHODS ARE REQUIRED TO BE IN PLACE AND MAINTAINED 24 HOURS A 67, LBS /ACRE TOTAL DA Y17 DAYS A WEEK.

NOTE. FOR NON - IRRIGATED APPLICATION, INCREASE THE APPLICATION RATE BY . 1 CITY of VISTA

ROUGH GRADING &EROSION SEDIMENTATION
CONTROL PLANS FOR:

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP -8001)

ERO NOTES &DETAILS
RPPRO
55075 6 -30 -12 Z SHEET230F,J

N VEER RCE EXPIRES TE
BENCH M K: STATION 2063 IN THE CITY OF VISTA
SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD OWG-J979
OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
LN 2009 -025 VID MAPS F15, G15 & G16
ZO9021. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN -OFF OF THE FOLLOWING SPECIES:, ERIOGONUM FASICULATUM, ATRIPLEX GLAUCA, SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE ATRIPLEX SEMIBACCATA, ENCELIA COLIFORNICA.

STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CON TAMINA TED RUN - OFF FOR TREATMENTT AND DISPOSAL. NON- IRRIGATED APPLICATION REQUIRES THE PRIOR APPROVAL OF THE PLANNING DEPARTMENT.

Z MINIMUM PURITY OF SEED - 95
PREPARED 1N THE OFFICE OF:
76 01721 -2000BUCCOLA
ENGINEERING Zile
3142 Vista Way, Suite 30.1, Oceanside, CA 92056
27732 Z . I .%

ENGINEER OF WORK RCE DATE
I
f
y .
40F 0.
1 SEWER IMP. PLANS ADDED & SHEETS RE- NUMBERED
DESCRIPTION CITY DATE vID DATEN0.

APPROVED CHANGES
COV REVISION: 810112004 F: \223 TWE \01 Vista Redev\dwg\2231 -i-sd-23-ero.dwg 1/31/2012 2:36:03 PM, PST F: \223 TWE \01 VistaRedev \dwa \Borders \ero- Border. dwa 1 /30/2012 5: 02: 28 PM PST 1 CITY of VISTA

ROUGH GRADING &EROSION SEDIMENTATION
CONTROL PLANS FOR:

SOUTH SANTA FE REDEVELOPMENT
DRAINAGE PROJECT (CIP -8001)

ERO NOTES &DETAILS
RPPRO
55075 6 -30 -12 Z SHEET230F,J

N VEER RCE EXPIRES TE
BENCH M K: STATION 2063 IN THE CITY OF VISTA
SURVEY CONTROL NETWORK, ESTABLISHED BY RECORD OWG-J979
OF SURVEY NO 14023 ELEV 359.22 (NGVD 1929)
LN 2009 -025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 298 of 384

4 0 -7. 5
x
N,\
6 6 4119-3
mr,
1'4 ;
SCALE '1 40'
40 0 40 80

EROSION CONTROL LEGEND
GRAVEL BAGS (DETAIL BA-e)
Fiffl? ROLL (STRAW WA=S), PER DETAIL THIS SHEET
SILT FENCE PER DETAIL ST19S SHEET
STABILIZED CONYMUCHON ENTRANCE /EXIT PER Da Da

DETAIL DETAIL THIS SHEET

STRAW HAT INSTALLED ON SLOPES PER
MANUFACTURER"S SPECIFICATION e 01
ARN 180-1-21-42
451.8
x
AFN 180-1-21-

DENSE TREES
4 2 7 4.2
7 - ------
4 25
4') 7
COV REVISION. 810112004 F:\223 TWE\01 Vista Redev\d wg\2231 —i—sd-24—ero.dwg 1 /31 /2012 2:37:19 PM PST F: \223 TWE\01 Vist a R edev\ dwa\Borders\ ero— Border. dwa 1/30/2012 5:02:28 PM PST LN 2009-025 VID MAPS F15, G15 & G1606/25/2024 C8 Page 299 of 384

NOTE
REFER TO PHASING LANGUAGE IN THE PROJECT SPECIFICATIONS "NOTICE TO BIDDERS" PHASE 1 - CONSTRICTION NOTES
@—CONSTRUCT 6' HIGH BLACK VINYL COATED 2" MESH CHAINLINK FENCE PER SDRSD M -6 @---CONSTRUCT 30' WIDE DOUBLE SWING GATE PER SDRSD M -5 R-- RFmnVF d PnpTlnAl nF FXI gTIAIr; r'Nd IN I lAlw FFAIrF ,& r..dTrq wITPIAl Tian" lad TruFn d prd COV REVISION: 810112004
F:,\223 TWE\01 VistaRedev \dwa \Borders \ero— Border. dwa 1/30/2012 5:02:28 PM PST06/25/2024 C8 Page 300 of 384

Appendix M:

Engineering Construction Survey Request
Instructions and Staking Request Form
06/25/2024 C8 Page 301 of 384

200 Civic Center Drive ● Vista, California 92084-6240 ● 760-726-1340 ● www.cityofvista.com

ENGINEERING CONSTRUCTION SURVEY

REQUEST INSTRUCTIONS

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

Contractor should include the following information on the Construction Survey Request Form (as identified on the form with “ * ”):

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

City’s Engineering Inspector should include the following information on the Construction Survey Request Form after it is received from the Contractor (as identified on the form with “ ** ”):

 City’s Engineering Inspector should date and time stamp the Engineering Survey Request Form after it is received from the Contractor and then forward a copy of the survey request to the surveyor contracted by the City of Vista for the Project.

The Survey Party Chief should include the following information on the Construction Survey Request Form after it is received from the City’s Engineering Inspector (as identified on the form with “ *** ”):

 The Survey Party Chief shall list the start date (and if survey staking is not completed on the date started, add date completed), sign and submit the original Survey Request Form back to the City’s Engineering Inspector.

If the City’s Engineering Inspector receives a construction survey request that he or the Survey Party Chief determines to be a restake, he should complete the bottom of the form (“ ** ”).

06/25/2024 C8 Page 302 of 384

* TO BE FILLED IN BY CONTRACTOR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

* TO: * DATE: * REQUEST METHOD (how is request form being submitted):

* PROJECT NAME AND C.I.P. NUMBER:

* CONTRACTOR’S COMPANY NAME AND PHONE NUMBER:

* NAME OF CONTRACTOR’S SUPERINTENDENT (printed) AND (area code) PHONE NUMBER:

* DESCRIPTION AND PRIORITY OF SURVEY WORK BEING REQUESTED (staking order will be determined by Survey Party Chief if no survey staking priority is listed):

STAKES ARE STAKES SET IF APPLIC DATE BY SURVEY PARTY CHIEF

PRIORITY TYPE OF

STAKING ORIG RESET

LOCATION
(STREET, STA TO STA, ETC.) LEFT RIGHT
OFFSET

DISTANCE AREA WILL BE

READY FOR STAKES

STAKES WILL BE

USED DATE STARTED

DATE COMPLETED (OR SAME)

* LATEST DATE SURVEY INFORMATION REQUIRED:

* SURVEY REQUEST COMMENTS:

* CONTRACTOR’S SUPERINTENDENT SIGNATURE:

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

** TO BE COMPLETED BY CITY’S ENGINEERING INSPECTOR>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

** CITY’S ENGINEERING INSPECTOR TO SIGN AND DATE / TIME STAMP: DATE: ____/____/_____ TIME: ____:____ A.M. / P.M.

** CHARGE RESTAKING COST TO CONTRACTOR? YES / NO (CIRCLE)

** RESTAKING CHARGE COMMENTS:

** MANHOURS @ $ / hr. = $

** CITY’S ENGINEERING INSPECTOR SIGNATURE:
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx

*** TO BE COMPLETED BY SURVEY PARTY CHIEF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>

*** SURVEY PARTY CHIEF SHALL LIST START DATE (if survey staking is not completed on the date started, add date completed), SIGN AND SUBMIT ORIGINAL SURVEY REQUEST STAKING FORM TO CITY’S ENGINEERING INSPECTOR (if restake, list total restaking man-hours and any comments)

06/25/2024 C8 Page 303 of 384

Appendix N:

Geotechnical Investigation and
Recommendations Report
06/25/2024 C8 Page 304 of 384

06/25/2024 C8 Page 305 of 384

06/25/2024 C8 Page 306 of 384

06/25/2024 C8 Page 307 of 384

06/25/2024 C8 Page 308 of 384

06/25/2024 C8 Page 309 of 384

06/25/2024 C8 Page 310 of 384

06/25/2024 C8 Page 311 of 384

06/25/2024 C8 Page 312 of 384

06/25/2024 C8 Page 313 of 384

06/25/2024 C8 Page 314 of 384

06/25/2024 C8 Page 315 of 384

06/25/2024 C8 Page 316 of 384

06/25/2024 C8 Page 317 of 384

06/25/2024 C8 Page 318 of 384

06/25/2024 C8 Page 319 of 384

CITY of VISTA
__
_
%

S
U
B
M
I
T
T
A
L

KEY MAP LEGEND

KEY MAP
LEGEND

GEOTECHNICAL DECLARATION

MONTE VISTA DETENTION BASIN
(CIP NO. 8912)

ABBREVIATIONS

REFERENCE DRAWINGS

GEOTECHNICAL ENGINEER'S CERTIFICATION

PROJECT SPECIFICATIONS NOTE

TOPOGRAPHY SOURCE

HYDROLOGY/HYDRAULICS REPORT

EROSION CONTROL NOTE

STORM WATER NOTE

SURVEY MONUMENTATION NOTE

FEMA DATA

BASIS OF BEARINGS
GENERAL NOTES:

CAPITAL I M P R O V E M E N T PROJECT P L A N S F O R

BID ITEM NOTE

PROJECT
SITE

STANDARDS

SHEET INDEX
N

STORM DRAIN REVISIONS

CITY OF VISTA ENGINEER

GEOTECH ENGINEER

ENGINEER OF WORK
• •
• •
78297 9/30/25 3/27/24
3-27-24
06/25/2024 C8 Page 320 of 384

VISTA IRRIGATION DISTRICT

SEWER NOTES

CONTRACTOR'S NOTE

CONSTRUCTION NOTES CONTRACTOR'S SAFETY NOTES

VISTA IRRIGATION DISTRICT STANDARD PLAN NOTES
CITY of VISTA
·
·
OSHA TRENCHING AND SHORING NOTE:

HYDROSEEDING NOTES:
78297 9/30/25 3/27/24
06/25/2024 C8 Page 321 of 384

STORM DRAIN ~ PUBLIC
CITY of VISTA
ITEM CALTRANS # SYMBOL
LEGEND
10 78297 9/30/25 3/27/24

TBD BASED ON FIELD CONDITIONS
06/25/2024 C8 Page 322 of 384

STORM DRAIN B - CENTERLINE
392
396
400
404
408
412
416
420
424
428
432
436
392
396
400
404
408
412
416
420
424
428
432
436

STORM DRAIN A - CENTERLINE
404
408
412
416
420
424
428
432
404
408
412
416
420
424
428
432
CITY of VISTA
1 0
78297 9/30/25 3/27/24
06/25/2024 C8 Page 323 of 384

CITY of VISTA
78297 9/30/25 3/27/24
06/25/2024 C8 Page 324 of 384

06/25/2024 C8 Page 325 of 384

06/25/2024 C8 Page 326 of 384

1 BIDDING AND CONTRACTUAL DOCUMENTS PAGE

Notice Inviting Bids ........................................................................................................ 3

Instructions to Bidders .................................................................................................. 6

Proposal Forms
Bid Proposal ...................................................................................................... 23 Bid Schedule ..................................................................................................... 27 Description of Base Bid Items…………………………………………………………………30 Contractor’s Licensing Statement ................................................................... 33 Project References ........................................................................................... 34 Contractor’s List of Subcontractors................................................................. 35 Contractor’s Certification on Federal Contract Requirements…………….…… 36 Certification Regarding Debarment, Suspension, Proposed Debarment, and Other Responsibility Matters……….…………………….……37 Disclosure of Lobbying Activities and Instructions for Completion of SF-LLL, Disclosure of Lobbying Activities ………………………………………39 Equal Employment Opportunity Certification .................................................. 41 Non-Segregated Facilities Certification ........................................................... 42 Non-Lobbying Certification for Federal-Aid Contracts .................................... 43 Non-Collusion Declaration (Federal Form) ...................................................... 44 Bid Security Forms ........................................................................................... 45 Bid Bond ……………………………………………………………………………………………… 47

Agreement and Bonds
Construction Contract……………………………………………………………………….……49
Faithful Performance Bond .............................................................................. 52 Payment Bond .................................................................................................. 55 Contractor's Certificate .................................................................................... 57 Non-Collusion Declaration for Subcontractors ............................................... 58

SPECIAL PROVISIONS

Supplementary General Provisions........................................................................ 59 Supplementary Technical Provisions ..................................................................... 132

06/25/2024 C8 Page 327 of 384

2 APPENDICES

Appendix A: Federal Requirements for Federal CLFRF Construction Projects (Exhibit A to the Contract)
Appendix B: Federal Labor Standards Provisions and Federal Prevailing Wage Rates (Exhibit B to the Contract)
Appendix C: Federal Requirements and Special Provisions Appendix D: City of Vista Stormwater Management Permit Application Form & Reference Information
Appendix E: Potential Staging and Storage Area Exhibits Appendix F: City of Vista Standard Drawings
Appendix G: San Diego Regional Standard Drawings (SDRSD) Appendix H: Sample Public Notification Documents
Appendix I: Project Sign Example
Appendix J: City of Vista Encroachment Permit Application Appendix K: EDCO Trash Schedule, VUSD Schedule, NCTD Route Map Appendix L: Monte Vista Basin Location and As-Builts
Appendix M: Engineering Construction Survey Request Instructions and Staking Request Form
Appendix N: Geotechnical Investigation and Recommendations Report

06/25/2024 C8 Page 328 of 384

3 PART I

BIDDING AND CONTRACTUAL DOCUMENTS

that sealed bids will be received by the City Clerk of the chartered City of Vista (“Agency”) for furnishing all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore, as provided in the Contract Documents, for the
in strict accordance with the Project Specifications and Plans on file in the City of Vista Engineering Department.

All Bidders are required to submit their bid electronically through the City’s Electronic Bidding System (OpenGov Procurement). Hardcopy bids will not be accepted. Bidders must register by creating a free account with OpenGov Procurement at: https://secure.procurenow.com/signup .

Registered bidders may obtain bid materials and view submission procedures at:
https://secure.procurenow.com/portal/cityofvista . Bidders must also download this bid solicitation to appear on the Bidder’s List as a “Prospective Bidder,” receive addenda, and submit a bid. Bids shall be submitted electronically no later than

Immediately after the bid submission deadline, bids will be unsealed and posted at:
https://secure.procurenow.com/portal/cityofvista . OpenGov Procurement will determine the official time for the advertised bid opening and such determination will be final. Bid Tabulation results will be available through OpenGov Procurement.

Any bids not received in a timely manner on the Bid Opening Date, as described above, will not be considered.

Note: The City of Vista complies with the Americas with Disabilities Act. If you require reasonable accommodations for the bid opening, please contact the Office of the City Clerk, 760-639-6125, at least forty-eight (48) hours prior to the bid opening.

The Work generally consists of: Stormdrain upgrades within existing stormwater detention basin at Monte Vista Dr. and South Santa Fe Dr. Work includes installation of trenching, reinforced concrete pipe, cleanout, headwalls, debris rack, rip-rap, reestablishment of grade, erosion control, repair of disrupted irrigation, and revegetation. The contractor is responsible for repairing a portion of the disturbed maintenance road and all other existing facilities to the satisfaction of the City.

06/25/2024 C8 Page 329 of 384

4 The Work to be constructed is located at: 1101 Monte Vista Dr. which is a Stormwater Detention Basin located on Monte Vista Dr, east of South Santa Fe Dr. APN: 180-163-06.

Thomas Guide Map Pages 1108-A1 in the City of Vista, California. Vicinity Map and As-Builts included as Appendix L.

Contract documents are available electronically on the City’s OpenGov Procurement portal at: https://secure.procurenow.com/portal/cityofvista .

In accordance with the provisions of the California Public Contract Code Section 3300, the Agency has determined that the Contractor shall be required to possess a valid at the time that the Contract is awarded, and shall maintain said license(s) in good standing at all times during performance of the Work.

The Engineer’s Opinion of Probable Construction Cost for this Project is including a 15% contingency
requiring city approval. All Work shall be completed in every detail to the satisfaction of the Agency within after the date of the plus a
minimum sixty (60) Working Days for the plant establishment and maintenance period..

A Pre-Bid Meeting will be held on
. This pre-bid meeting allow prospective bidders to review the site since it is a secure property and public access is limited. The scope of the Project and the bidding requirements are reviewed by the Agency and comments and questions from prospective bidders are discussed.

All project related questions and requests for clarifications, changes, exceptions, and deviations to the terms and conditions set forth in this solicitation shall be submitted via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement. 06/25/2024 C8 Page 330 of 384

06/25/2024 C8 Page 331 of 384

6 Prospective bidders are expected to conduct a site review of the Project prior to submitting a bid. The site is fenced, so prospective bidders are encouraged to attend the pre-bid meeting which will be held on April 29, 2024 at 2pm at the project site.

Bidders shall read the Project Specifications and documents, examine the Plans, review available documents, and make their own estimates of the existing facilities and the difficulties that will attend the execution of the Work called for by the proposed Contract including federal, state, and local laws and regulations, local conditions, uncertainty of weather, traffic, soil conditions and all other contingencies.

Since incorporation in 1963 and chartering in 2007, the City of Vista has constructed numerous projects throughout the City. The projects may have led to development of files and records that may materially affect the Contract. All bidders are strongly encouraged to request copies of those records and familiarize themselves with those records.

Bidders shall satisfy themselves by personal examination of the location of the proposed Work, and by such other means as they may choose as to actual conditions and requirements, and as to the accuracy of the quantities stated in the The submission of a bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality and scope of work to be performed, as to the quantity of materials to be furnished, and as to the requirements of these Contract Documents. Information derived from the Plans, Project Specifications, profiles or drawings, maps, other reports, or from the Engineer or his assistants, shall not relieve the bidder of this responsibility, and the interpretation of the data disclosed by borings or other preliminary investigations is not warranted or guaranteed, either expressly or implied, by the Agency. The bidder’s failure or omission to receive or examine any part of the Contract Documents or to visit the site and be familiar with the existing conditions, shall in no way relieve the bidder from obligation with respect to this bid or to the performance of the Work under this Contract.

The quantities of work or material stated in the unit price items of the are supplied only to give an indication of the general scope of the Work. The Agency does not expressly or by implication agree that the actual amount of work or material will correspond therewith, but reserves the right to increase or decrease the amount of any unit price item of the Work by an amount up to and including twenty-five percent (25%) of any bid item(s), or to omit portions of such work as may be deemed necessary or expedient by the Engineer without a change in the unit price.

Bidders shall not, at any time after the submission of a bid, make or have any claim for damages or anticipated profits or loss of profit or otherwise because of any difference between 06/25/2024 C8 Page 332 of 384

7 the quantities of work actually done and material furnished and those stated in said unit price items of the

The Bidder understands that the unit prices and total bid amount set forth by the Bidder in the shall include all appurtenant expenses, premiums, taxes, royalties and fees.

The Bidder shall make no reference in the to sales tax, use tax, or any other tax. The Bidder shall make no reference in the to any patent fees or royalties on any patented article or process which may be furnished or used or to any premium for insurance or surety bonds in the Bid. All amounts bid shall be deemed and held to include any such taxes, fees, royalties or premiums which may be applicable.

The Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, project, or device which is the subject of patent rights or copyrights held by others.

The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received by the Agency, whether or not yet effective. The total bid amount shall be deemed to include such taxes and the Contractor shall not be entitled to separate compensation for such taxes.

The City of Vista hereby notifies all bidders that it will affirmatively ensure that in any Contract entered into pursuant to this advertisement, Minority/Woman-owned Business Enterprises (MBE/WBE) will be afforded full opportunity to submit bids in response to this invitation.

Information about the MBE/WBE Program can be found in the Appendices. The Agency may require the low bidder and sub-contractors to submit any MBE/WBE certifications within four (4) Working Days after bid opening.

Prospective bidders should be particularly aware of pre-bid outreach requirements to prospective subcontractors and suppliers, as these requirements must be fulfilled prior to bid opening. The Contractor or subcontractor shall not discriminate on the basis of race, color, national origin, religious creed, ancestry, physical handicap, medical condition, marital status, age or sex in the performance of this contract. All bidders shall document and submit . There is no percentage goal for MBE/WBE, however, the Good Faith Effort documentation is required and if is not submitted or is deemed inadequate, .

If any person contemplating the submittal of a bid for the proposed Contract is in doubt as to the meaning of any requirement of the Plans or Project Specifications, or he finds any discrepancies in or omissions from the Plans or Project Specifications, they shall submit a written request for an interpretation or correction thereof via “Q&A” through the City’s Electronic Bidding System, OpenGov Procurement.
06/25/2024 C8 Page 333 of 384

8 The written request must be received by the deadline listed in the City’s Electronic Bidding System, or if no deadline is listed, at least five (5) Working Days prior to the date fixed for opening of bids. The person making the request will be responsible for its prompt delivery.

Interpretations or corrections will be made only by to the Project Specifications or by dated revisions of the drawings. Addenda will be sent to registered bidders that have downloaded this solicitation through the City’s Electronic Bidding System.

All addenda so issued shall become part of the Contract Documents. Acknowledgement of receipt of any and all addenda is required in the BID SCHEDULE. Failure of any bidder to receive any addenda shall not relieve such bidder from any obligations imposed by such addenda. The effect of all addenda to the Contract Documents shall be considered in the bid and said addenda shall be acknowledged on the Bid Proposal. Before submitting a bid, each bidder shall inform himself as to whether or not any addenda have been issued. Failure to determine the existence of any addenda, to obtain and review such addenda, or to include in the bid any obligations imposed by such addenda issued may render the bid irregular and may result in its rejection.

No person, firm or corporation shall make, file or be interested in more than one (1) bid for the same work unless alternative bids are specifically requested. A person, firm or corporation who has submitted a sub-proposal to a bidder, or who has quoted prices of materials to a bidder, is not disqualified from submitting a sub-proposal or quoting prices to other bidders.

The bids shall be made on the Bid forms provided through the City’s Electronic Bidding System.

These documents shall constitute the bid. The bid shall be submitted electronically for this solicitation on the City’s OpenGov Procurement portal at:
https://secure.procurenow.com/portal/cityofvista .

The Bid for the Work is intended to establish a total cost for the Work in its entirety. The Bidder shall state in the Bid the unit prices or Lump Sums for which he proposes to supply the labor, materials, supplies and equipment necessary to complete the Work required by the Contract Documents. Certain permit requirements, General Provisions, Supplementary General Provisions, and other work required by the Plans and/or the Specifications may not be listed in the Bid Schedule and are, in general, applicable to more than one listed Bid Item. Other required work may not be listed as a separate item in the Bid Schedule, but is necessary to complete the Work described in the Plans and/or the Project Specifications. The Bidder shall include the cost of all work not listed as a separate item in the Bid Schedule in the various related items of work listed in the Bid Schedule, so that the Bid for the Project reflects the total cost for completing the Work in its entirety.
06/25/2024 C8 Page 334 of 384

9 If the proposal is made by an individual, it shall be signed and his full name and address shall be given; if it is made by a firm, it shall be signed with the partnership name by a member of the firm, who shall also sign his own name, and the name and address of each member shall be given; and if it is made by a corporation, the name of the corporation shall be signed by its duly authorized officer or officers attested by the corporate seal, and the names and titles of all officers of the corporation shall be given.

The Bid shall be prepared such that it is complete and responsive to all requirements of the Contract Documents. The completed Bid shall consist of the following forms:

Registered bidders may obtain the Contract Documents through the City’s Electronic Bidding System. If any bid forms are missing from the Contract Documents obtained by the Bidder, directly from OpenGov Procurement or through other means, it shall be the Bidder's responsibility to contact the Agency and obtain all required Bid Document forms prior to submitting a bid.

Blank spaces in the Bid shall be properly filled in (using figures in the Bid Schedule). The Bid shall contain an acknowledgment of receipt of all addenda.

The phraseology of the Bid must not be changed, and no addition shall be made to the items mentioned therein. Alternative bids shall not be considered unless specifically requested and authorized by the Agency.

The Bid shall be signed in accordance with the “Instructions for Signing Bids, Bonds, and Contracts”, included in the Contract Documents, and as required by the City’s Electronic Bidding System.
06/25/2024 C8 Page 335 of 384

10 A Bid shall be considered irregular if certain situations occur, including, but not limited to, the following:

a) The Bid contains blank spaces that are not properly filled in. b) The Bid contains unauthorized provisions, conditions, limitations, or alternatives. c) The Bid is either not typewritten or not printed in ink. d) The Bid contains interlineations, alterations, erasures, clerical errors or is otherwise illegible or unclear, or not properly initialed.
e) The Bid is not properly signed in accordance with the instructions.

Bidder’s failure to submit the Bid on time through the City’s Electronic Bidding System, submit a complete Bid using all of the required Bid forms provided in the Contract documents or addenda, include a price for any Bid item that requires the Bidder to submit a price, acknowledge all addenda, or submit the appropriate Bid Security shall render the Bid non- responsive and shall be cause for its rejection.

In accordance with the provisions of Section 1771.1(b) of the California Labor Code – the Agency will not accept bid or enter into a Contract without proof of the contractor’s current registration with the California Department of Industrial Relations pursuant to Section 1725.5.

The Agency, in its sole discretion, reserves the right to reject any or all bids, and to waive any informalities or minor irregularities in the Bids, unless waiving such irregularity would give a competitive advantage to a Bidder.

Bidders are directed to review the and the appendices (see list of Appendices in Table of Contents on Page 1) for details regarding the alternate bid items, if included.

The Agency will evaluate the bids based on the total amount of the Base Bid Items, and will not include the Alternate Bid Item(s) in determining the lowest responsible bidder. The Agency reserves the right to award the Contract on the Base Bid Items, and with or without any or all of the Alternate Bid Item(s). The Agency reserves the right to adjust the quantity of the Alternate Bid Item(s) after the award of contract.

In accordance with the provisions of Sections 4100 through 4113, inclusive, of the Public Contract Code of the State of California (“Subletting and Subcontracting Fair Practices Act”), each bidder shall submit with his bid the name, location of place of business, and Contractor’s License Number of each proposed subcontractor who will perform work or labor or render service to the principal Contractor in an amount in excess of one-half of one percent (0.5%) of the principal Contractor's bid, or in the case of the construction of streets or highways, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and shall state the portion and dollar value of the Work which will be done by each 06/25/2024 C8 Page 336 of 384

11 such subcontractor in the List of Subcontractors form. If no subcontractor is listed for a portion of the Work, then the Contractor is required to perform that portion with his own forces.

An inadvertent error in listing the subcontractor’s license number shall not be grounds for filing a bid protest, or grounds for considering the bid nonresponsive, if the corrected contractor’s license number is submitted to the public entity by the prime contractor within 24 hours after the bid opening, provided that the corrected license number corresponds to the submitted name and location of the subcontractor.

Pursuant to Section 1725.5 of the Labor Code of the State of California, no contractor may be awarded a public works contract and no subcontractor of any tier may work on a public works project without proof of registration with the Department of Industrial Relations. To comply with these regulations, each bidder being considered for award of the Contract shall submit to the Agency the names and PWC Registration Number of each proposed subcontractor of any tier who will perform work or labor or render service to the principal Contractor in any amount within 7 days after the bid opening date. The inadvertent listing on the bid documents of a subcontractor that is not registered with the California Department of Industrial Relations will not necessarily invalidate the bid. An unregistered subcontractor can be replaced with one who is registered.

The bidder is required to execute a Non-Collusion Declaration in the form attached hereto, and submit the form with the bid. The Agency reserves the right to require, before awarding the contract, that the principal Contractor secure from each proposed subcontractor a Non- Collusion Declaration in the form also attached hereto, and submit all forms to the Agency.

If at any time it shall be found that the person, firm or corporation to whom the Contract has been awarded has, in presenting any bid or bids, colluded with any other party or parties, then the Contract so awarded shall be null and void, and the Contractor and the Contractor’s sureties shall be liable to the Agency for all loss or damage which the Agency may suffer thereby, and the Agency may advertise anew for bids for such work.

For Federally-funded projects, the bidder is required to complete and execute the Equal Employment Opportunity Certification, the Non-Lobbying Certification for Federal-Aid Contracts, the Disclosure of Lobbying Activities (if required), MBE/WBE Good Faith Effort Documentation, the Debarment and Suspension Certification, in the form attached hereto, and submit the forms with the bid.

Each bidder shall submit with his bid an unconditional certified or cashier's check drawn on a solvent state or national bank, or a bidder's bond with a responsible corporate surety, on the 06/25/2024 C8 Page 337 of 384

12 form attached hereto, subject to the provisions for “Bonds” herein. Unless otherwise stated in the Contract Documents, said bid security or bidder's bond shall be in a sum at least ten percent (10%) of the total base bid amount, and shall be made payable to the Agency as a guaranty that the bidder will, if an award is made, in accordance with the terms of his bid, promptly execute a Contract in the required form, secure payment of Workmen's Compensation, and furnish satisfactory Performance Bond, Payment Bond, and certificates of insurance, and endorsements within ten (10) Working Days following the posting of the Notice of Intent to Award a contract.

Notice of instructions to Principal and Surety regarding completion of Bidder’s Bond:

1) Principal’s signature with title must be properly notarized (i.e., proprietorship, partnership, corporation, joint venture). If corporation, affix seal; 2) Signature of Attorney-in-Fact for Surety must be properly notarized; 3) Attach certified copy of Power of Attorney for Surety’s Attorney-in-Fact; and 4) If bond is executed in excess of surety company’s treasury limit, evidence of how bond was reinsured must be attached over signature of Attorney-in-Fact.

Bidders must scan and upload a copy of their bid security or bidder’s bond with their electronic bid submittal in OpenGov Procurement. Bidders must also mail their bid security or original bidder’s bond with a postmarked date no later than the Bid Date, to the following address:

The Bidder’s name and the name of the Project shall be clearly listed on the outside of the envelope.

If a bidder to whom an award is made fails or refuses to execute the Contract, secure the payment of Worker's Compensation and furnish the required bonds and proof of insurance, all within the time stated in the provisions for “Execution of Contract / FAILURE TO EXECUTE CONTRACT” herein, the money represented by said check or bidder's bond shall become and remain the property of the Agency, the amount thereof being agreed to by the bidder as liquidated damages due the Agency on account of the delay in the execution of the Performance Bond, Payment Bond, and proof of insurance coverage, and in the performance of work thereunder, resulting from such failure or refusal.

The Agency reserves the right to retain the bid security of the three (3) apparent lowest responsible Bidders until the Contract Documents have been formally executed by the successful Bidder and the Agency, and the successful Bidder has filed with the Agency the Faithful Performance Bond, the Contractor’s Payment Bond, and the insurance policies or certificates required by the Bid Documents, after which such bid securities will be returned to the respective Bidders whose bids they have accompanied.

06/25/2024 C8 Page 338 of 384

13 All bidders shall provide evidence satisfactory to the Agency that the bidder has prior experience to properly perform in accordance with the terms of these Plans and Specifications by completing and submitting the PROJECT REFERENCES spreadsheet with his bid. The PROJECT REFERENCES list shall include projects successfully performed by the Bidder of comparable magnitude that he or his associates are personally competent to manage the proposed undertaking, and to carry it forward to a successful conclusion.

All prospective contractors submitting a bid shall have the appropriate license as required by these specifications. Failure to possess the specified license at the time of award shall render the bid as non-responsive and shall act as an absolute bar to award the Contract to any bidder not possessing said license at the time of award. Any Contract awarded to a contractor who was not properly licensed at the time of award or at any time during the Contract period shall be void pursuant to Section 7028.15 of the Business and Professions Code. The Agency shall verify that a contractor is properly licensed prior to the award of the Contract as part of determining the lowest responsible and responsive bidder.

In accordance with Subsection of the Standard Specifications for Public Works Construction, the Contractor shall perform, with its own personnel from within its organization, Contract work amounting to at least of the Contract Price, except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of work required to be performed by the Contractor with its own personnel [i.e. the percentage of work which will not be performed by a Bidder’s own forces will be determined by (1) adding the dollar value of all contracts shown on the list of subcontractors (excluding the dollar amount of any specialty items), then (2) dividing such total by the Bidder’s Total Bid Amount (excluding the dollar amount of specialty bid items)].

Specialty Items shall be as listed in Subsection (“ of the latest edition of the San Diego Regional Supplement of the Standard Specifications for Public Works Construction (“Greenbook”) and as identified with an “S” in the Bid Item Number column of the BID SCHEDULE.

In accordance with the provisions of California Senate Bill 854, passed by the California State Senate on June 20, 2014, all contractors and subcontractors bidding and performing work on Public Works Projects must register on an annual basis with the California Department of Industrial Relations (DIR) and furnish electronic payroll records to the Labor Commissioner’s Office.

06/25/2024 C8 Page 339 of 384

14 In accordance with the provisions of Section 1771.1(a) of the California Labor Code, a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any Contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the Contract is awarded. Prime contractors and their subcontractors must possess and maintain such registration with DIR in order to be awarded contracts and to perform work.

The Agency will verify that the contractors or subcontractors that bid on, or are listed in the bid proposal of, this Contract are currently registered and qualified to perform public work pursuant to Section 1725.5 in the State of California through the following URL website link at:

https://cadir.secure.force.com/ContractorSearch

In accordance with the provisions of Section 1771.1(a) of the California Labor Code – the Agency will not accept a bid or enter into a Contract without proof of the contractor’s current registration to perform public works pursuant to Section 1725.5.

In accordance with the provisions of Section 1773.3 of the California Labor Code, the Agency will provide notice to the Department of Industrial Relations of any public works Contract , using the online PWC-100 “Extract of Public Works
Contract Award” form, which can be found at:.

https://www.dir.ca.gov/pwc100ext/LoginPage.aspx

The online PWC-100 form is also transmitted to the Department of Apprenticeship Standards (DAS) to inform them of the award of a contract.

Any Bidder may modify their bid prior to the scheduled closing time for receipt of bids by submitting an amended bid through the City’s Electronic Bidding System.

A bidder may withdraw their bid before the hour fixed for opening bids, without prejudice to themselves, by cancelling their bid submission through the City’s Electronic Bidding System.

No proposal may be withdrawn after the hour fixed for opening bids without rendering the accompanying certified or cashier's check or bidder's bond subject to forfeiture as liquidated damages in like manner as in the case of failure to execute the Contract after award, as hereinafter provided.

After the bids have been publicly opened, they shall not be withdrawn by the Bidders for a period of at least ninety (90) calendar days subject to the execution stated in the paragraph 06/25/2024 C8 Page 340 of 384

15 below. The ninety (90) calendar day review period may be extended by the Agency and written approval by the Bidder.

A Bidder shall be permitted to withdraw their bid after the opening of the bids only if the Bidder established to the satisfaction of the Agency ALL of the following:

a) A clerical error was made by the Bidder in filling out the bid; and the error was not due to:
1) an error in judgment;
2) an error in inspecting the site of the Work, or;
3) an error in reading the Plans and Contract Documents. b) The clerical error made the bid materially different than the Bidder intended the bid to be. c) The Bidder gave the Agency written notice within excluding Saturdays, Sundays, and State holidays, after the opening of the bids, in which said notice specifies in detail the nature of the error and how the error was made per Public Contract Code 5103(b).

No bid received after the time named or at any place other than the place stated in the Notice Inviting Bids shall be considered. Immediately after the bid submission deadline, bids will be unsealed and posted at: https://secure.procurenow.com/portal/cityofvista . OpenGov Procurement will determine the official time for the advertised bid opening and such determination will be final. Bid Tabulation results will be available through OpenGov Procurement.

After the bids are publicly opened, the Agency shall review all bids for responsiveness, compare the bids to the Engineer’s Opinion of Probable Cost and investigate the responsibility and qualifications of all Bidders to whom the award is contemplated, for a period not to exceed after the Bids have been opened. Based on the findings from the review of the Bids, the Agency will provide a Notice of Intent to Award a contract to all bidders.

Following the posting of the Notice of Intent to Award a contract, anyone interested in inspecting bid documents in person or receiving electronic copies shall make a request to the City Engineer following the posting of the Notice of Intent to Award a contract. Bid documents will be sent electronically, and appointments for inspection of the bid documents will be scheduled to occur, within after the request is received by the Agency.

Any one or more of the following causes may be considered as sufficient for the disqualification of Bidder and the rejection of the Bidder’s bid or bids:

06/25/2024 C8 Page 341 of 384

16 a) Submittal of more than one (1) bid for the same work from an individual firm, partnership, or corporation under the same or different names.
b) Evidence of collusion among Bidders.
c) Modification of
d) Submittal of an incomplete or invalid bid, and / or failure to include all required information, which precludes full analysis and review of said Bid and / or which precludes meaningful comparison of the Bid with other bids received by the Agency. e) Failure to include MBE/WBE Good Faith Effort Documentation.

Any bidder who submits a valid bid shall have the right to file a bid protest with the Agency before 5:00 p.m. on the following the posting date of the Notice of Intent to Award a contract. However, bidder shall receive an extension to this deadline if the Agency has not fulfilled bidder’s request for electronic copies of the bid documents or for an opportunity to inspect the bid documents at least prior to the deadline. In such cases, bidder may submit a bid protest before 5:00 p.m. on the following the date on which bidder receives, or is provided an opportunity to inspect, the bid documents. Bid protests must be submitted in writing to the City Engineer of the City of Vista, City of Vista Civic Center, Engineering Department, 200 Civic Center Drive, Vista, California 92084-6275. The time limits and requirements set forth in this section are mandatory, and are the bidder’s sole and exclusive remedy in the event of a bid protest, and failure to comply with these requirements shall constitute a waiver of any right to further pursue the bid protest, including filing a Government Code Claim or legal proceedings. If a protest is received from anyone other than a bidder, or after the specified time period, the protest shall be invalid. The protest shall conform to the following requirements:

a) The initial protest document shall contain a complete statement of the basis for the protest.
b) The protest shall refer to the specific portion, or portions, of the document that form the basis for the protest.
c) The protest shall contain the name, address, and telephone number of the person representing the protesting party.
d) The party filing the protest shall concurrently transmit a copy of the initial protest document, and any attached documentation, to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest. Such parties shall include all other bidders or proposers who appear to have a reasonable prospect of receiving an award depending upon the outcome of the protest. e) The Agency shall issue a decision on the protest.

No bidder may withdraw its bid for a period of .

The Contract shall be awarded within after the opening of bids, if it is in the interest of the Agency to do so. The Agency reserves the right to waive any informality or 06/25/2024 C8 Page 342 of 384

17 minor irregularities in any bid, to reject any or all bids, to reject one part of a bid and accept the other, except, to the extent that bids are qualified by specific limitations, to take bids under advisement for a period of ninety (90) calendar days after the date the bids are publicly opened, and to make award to the lowest responsible bidder as the interest of the Agency may require.

All terms and conditions contained in the Contract Documents shall become a part of the contract.

A bidder whose proposal is being recommended for acceptance shall execute a written Contract with the Agency, in the form of the attached hereto, prior to contract award and within the time requested by the Agency. Thereafter, a bidder to whom an award is made shall secure the payment of Workmen's Compensation, and furnish good and approved bonds and insurance certificates, all as required in the following paragraph and all in accordance with the provisions hereof, within from the date of the posting of the Notice of Intent to Award a contract, by the Agency to the bidder, according to the address given by him in his proposal.

If a bidder to whom award is made fails or refuses execute the Contract prior to bid award, or to thereafter conform to any of the stipulated requirements in connection therewith, the money represented by his check or bidder's bond shall become the property of the Agency, as provided in the provisions for “Bid Security” herein, any award made will be annulled, and, at the discretion of the Agency, an award may be made to the bidder whose proposal is next most acceptable to the Agency, and such bidder shall fulfill every stipulation embraced herein as if he were the party to whom the first award was made. A corporation whose proposal is being recommended for acceptance may be required, before the Contract is executed, to furnish evidence of its corporate existence, of its right to do business in California, and of the authority of the officer signing the Contract and bonds for the corporation.

Except as otherwise provided in the Contract Documents, a bidder to whom the Contract is awarded shall, within the time stated in the provisions for “EXECUTION OF CONTRACT / FAILURE TO EXECUTE CONTRACT” herein, furnish a bond with an admitted corporate surety, or corporate sureties conditioned upon the faithful performance of the said bidder of all covenants and stipulations in the Contract. Said bond, hereinafter referred to as the Faithful Performance Bond, shall be in the form approved by the Agency and in the penal sum of at least one hundred percent (100%) of the total base bid amount payable under the Contract secured by two (2) or more sufficient sureties or by a surety company.

Within the time mentioned in the preceding paragraph, the bidder to whom the Contract is awarded shall also furnish a Payment Bond, approved by the Agency, in accordance with the provisions of Civil Code Section 3225-3228, inclusive, and Sections 3247-3252, inclusive.

Unless otherwise specified in the Contract Documents, said Payment Bond shall be in a sum 06/25/2024 C8 Page 343 of 384

18 not less than one hundred percent (100%) of the total amount payable by the terms of this Contract, but not less than the sum prescribed by Section 3248 of the Civil Code, in any case.

Each bond shall incorporate, by reference, the Contract, and be signed by both the Contractor and the Surety.

Sureties must:

1) be listed in the latest version of U.S. Department of Treasury Circular 570 at:

https://www.fiscal.treasury.gov/fsreports/ref/suretyBnd/c570_a-z.htm

2) be authorized to issue bonds in California;
3) have bonding limitation shown in said Circular 570 sufficient to provide bonds in the amount required for the contract.

The Agency will verify that the corporate surety or sureties that furnish bonds for this Contract are admitted sureties authorized to provide such services in the State of California through the following URL website link at:

http://www.insurance.ca.gov

The surety or sureties on all bonds furnished must be satisfactory to the Agency. All insurance or surety companies providing insurance or surety bond(s) under the Contract shall be admitted in the State of California to transact the insurance business in the class of the type provided and shall have a general policy holder's rating of "A" or higher and a Financial Class V ($10,000,000) or better as established in the most current A. M. Best's Key Rating Guide or equivalent or greater rating established by another recognized rating entity such as Moody’s; provided however, that for the workers' compensation and employers' liability insurance business and having a general policy holders' rating of "A" or higher and a Financial Class VI or higher in the most current A.M. Best's Key Rating Guide. The party required to furnish bonds pursuant to these instructions shall furnish such bonds at his cost and expense. The Agency reserves the right to reject any bond if, in the opinion of the Engineer, the surety's acknowledgment is not in the form included in the Contract Documents or in another form substantially as prescribed by law.

Surety companies and insurance companies shall familiarize themselves with all of the conditions and provisions of the contract, and they waive the right of special notification of any change or modification of the Contract or of decreased or increased work or of the cancellation of the contract, or of any other acts by the Agency or its authorized agents, under the terms of the contract. Notwithstanding the provisions of any other contract or agreement, the failure of any surety company or insurance company to receive notification of any of the aforesaid changes shall in no way relieve the surety company or insurance company of its obligations under the contract. Notwithstanding any other provisions of the Contract Documents inconsistent with the provisions of this section, the Contractor shall not be responsible for the cost of repairing or restoring damage to the Work in excess of five percent (5%) of the Contract price caused by an act or acts of God, as defined in Public Contract Code Section 7105, occurring after the Contract for the Work is entered into. 06/25/2024 C8 Page 344 of 384

19 To be approved, the Payment Bond must be in the form provided in these Project Specifications.

Unless a Contractor’s Payment Bond is filed and approved as herein provided, no claim in favor of the Contractor arising under the Contract shall be audited, allowed or paid by the Agency.

Any persons named in Section 3181 of the California Civil Code shall receive payment of their respective claims in the manner provided by Chapter 4, Part 4, Division 3, Title 15 of the California civil Code upon having complied with the conditions of Section 3183 of the California Civil Code.

The surety companies and other signers of any of the above mentioned bonds and insurance companies, shall familiarize themselves with all of the conditions and provisions of the contract, and they waive the right of special notification of any change or modification of the Contract or of extension of time, or of decreased or increased work, or of the cancellation of the Contract, or of any other act or acts by the Agency or its authorized agents, under the terms of the Contact; and failure to so notify the aforesaid surety companies or insurance companies of changes shall in no way relieve the surety companies of their obligation under the Contract.

Before the Contract is executed on behalf of the Agency, a bidder to whom the Contract has been awarded shall furnish to the Agency a policy or certificate of protective liability insurance in which the Agency shall be named as an additional insured with the bidder. The policy shall insure the Agency, its officers and its employees, the bidder, his employees, and his subcontractors and their employees, and their heirs, agents, and employees, while acting within the scope of their duties, against all claims arising out of or in connection with the Work to be performed, and shall remain in full force and effect until the Work is accepted by the Agency. The policy shall provide for the limits stated with any insurance policy carried by the Agency. The public liability insurance shall be in the amounts set forth in of the Supplementary General Provisions. The insurance company shall meet the financial strength rating requirements set forth in the General Provisions.

Attention is called to the provisions of the Insurance Code of the State of California with reference to the writing of insurance policies and bonds covering risks located in this state, and the premiums and commissions thereon. A bidder to whom the Contract is awarded shall furnish, at the time his bond or bonds are submitted for approval, satisfactory evidence that the requirements of said code have been observed.

06/25/2024 C8 Page 345 of 384

20 In accordance with Section 4552 of the Government Code, the bidder shall conform to the following requirements. In submitting a bid to the Agency, the bidder offers and agrees that if the bid is accepted, it will assign to the Agency all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act [Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code], arising from purchases of goods, services or materials by the Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the bidder.

Pursuant to the Vista City Charter and the Vista Municipal Code, payment of prevailing wages and compliance with the California Labor Code Sections 1770 et seq required for this Project.

On Federally-funded projects, if there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall not pay less than the higher wage rate. The Supplementary General Conditions contain additional information regarding State and Federal prevailing wages.

This Project is funded with federal grant funds. Within ten (10) calendar days before the bid opening an addendum will be issued containing the latest Federal prevailing wage rate determinations to be used for the Project. More information and requirements are stated in Form FHWA 1273 titled “Federal Requirements for Federal-Aid Construction Projects”, included in the Specifications.

Information on the current prevailing wages can be obtained by contacting the State of California,
Department of Industrial Relations, Division of Labor Statistics and Research, 45 Fremont Street, Suite 1160, San Francisco, California, 94105, (415) 703-4774 or from the California Department of Industrial Relations' internet website at http://www.dir.ca.go

The Contractor may elect to receive one hundred percent (100%) of payments due under the Contract Documents from time to time, without retention from any portion of the payment by the Agency, if the Contractor deposits securities of equivalent value with the Agency in accordance with the provisions of Section 22300 of the California Public Contract Code. Such securities, if deposited by the Contractor, shall be valued by the Agency, whose decision on valuation of the securities shall be final. Securities eligible for investment under this provision shall be limited to those listed in Section and 16430 of the California Government Code.

06/25/2024 C8 Page 346 of 384

21 This Project is subject to the “Buy America” provisions of the Surface Transportation Assistance Act of 1982 as amended by the Intermodal Surface Transportation Efficiency Act of 1991.

All contract documents specifically contain Federal Law (49CFR26.29) that state that the prime contractor or subcontractor shall pay their subcontractors within seven (7) days for construction contracts, and within fifteen (15) days for consultant contracts. All contract documents shall also state that the prime contractor or subcontractor shall return all monies withheld in retention from all subcontractors within seven (7) days for construction contracts and fifteen (15) days for consultant contracts after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the agency.

This project requires the enforcement of the Copeland Anti-Kick Back Act (18 USC 874) and Department of Labor regulations (29CFR, Part 3), which require that each contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he/she is otherwise entitled. The recipients of funds under this project shall report all suspected or reported violations to: City of Vista, Housing Division, 200 Civic Center Drive, Vista, CA 92084, 760.639.6191.

In the procurement of supplies, equipment, construction, and services by sub-recipients, the conflict of interest provisions in 24 CFR 85.36, OMB Circular A-110, and 24 CFR 570.611, respectively, shall apply. No employee, officer or agent of the sub-recipient shall participate in selection, or in the award or administration of a Contract supported by Federal funds if a conflict of interest, real or apparent, would be involved.

During the performance of this Contract , 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 the respect thereto, at 40 CFR Part 15, as amended.

06/25/2024 C8 Page 347 of 384

22 CORPORATIONS
Give name of corporation.

Proof of authorization shall be established (pursuant to Corporation Code Section 313) when the corporate officers listed below both sign the documents:

Signatures: Chairman of Board or President or Vice-President Secretary or Assistant Secretary or Chief Financial Officer or Assistant Treasurer.

Affix corporate seal and Notary's acknowledgment.

Others may sign to bind the corporation if the Agency has been furnished a certified copy of a resolution of the corporate board of directors authorizing them to do so.

PARTNERSHIPS
Signatures: All members of partnership. One may sign if the Agency has a copy of authorization [i.e., a Certificate of Partnership (State form LP-1 for Limited Partnerships) or a copy of the partnership agreement is sufficient to establish the authority of a single general partner to bind the partnership].

Affix Notary's acknowledgment.

JOINT VENTURES
Give the names of the joint ventures.

Signatures: All joint ventures. One may sign if the Agency has a copy of authorization.

Affix Notary's acknowledgment.

INDIVIDUALS
Signature: The individual.

Affix Notary's acknowledgment.

FICTITIOUS NAMES
Show fictitious names.

06/25/2024 C8 Page 348 of 384

23 Satisfy all pertinent requirements shown above (note: If the Bidder is a sole proprietorship, either a Fictitious Business Name Statement or a City of Vista business license is sufficient to establish the authority of an individual to bind the sole proprietorship).

BONDS
In addition to all pertinent requirements above, give signature of Attorney-in-Fact and apply surety's seal.

From: ______________________________________________________________, Bidder,

To: City of Vista, City Clerk's Office
200 Civic Center Drive
Vista, CA 92084-6275

For: The construction of

as specifically set forth in documents entitled

The undersigned hereby proposes and agrees that if his bid as submitted in the attached be accepted, he will contract in the form so approved to perform all work for which a Contract may be awarded him, to furnish any and all plant, labor, services, materials, tools, equipment, supplies, transportation, utilities and all other items and facilities necessary therefore as provided in the Contract Documents, and to do everything required therein for the proposed Project as specifically set forth in said Contract Documents, together with appurtenances thereto, all as set forth on the Drawings and in the Project Specifications and other Contract Documents; and he further proposes and agrees to complete all the Work called for by the Drawings, Project Specifications, and other Contract Documents in strict conformity therewith within the time limits set forth therein; and that he will accept as full payment therefore the prices set forth in the forming a part hereof.

The undersigned hereby submits either a or in the form of , using the forms included in these Bid Documents, properly made payable to hereinafter designated as the Agency
is attached hereto and is
given as a guaranty that the undersigned will execute the Contract and furnish the required bonds if awarded the Contract and, in case of failure to do so within the time provided, the proceeds of said bond or bid security shall be forfeited to the Agency. The Surety’s liability to the Agency for forfeiture of the face amount of the bond shall be considered as established.

In The Dirt Engineering
06/25/2024 C8 Page 349 of 384

24 It is understood and agreed that:

1. The undersigned has carefully examined all Bid documents and other Documents which will form the Contract, including all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretations of any said documents.

2. The undersigned has, by investigating the site of work, by reviewing and analyzing the Plans and Specifications, and by otherwise familiarizing himself with the Project, has satisfied himself as to the nature and location of the Work and has fully informed himself as to all conditions and matters which can in any way affect the Work or the cost thereof.

3. The undersigned fully understands the scope of the Work and has included in the various related items of Work the cost of all work not listed as a separate item so that the Bid for the Project reflects the total cost for completing the Work in its entirety, has checked carefully all words and figures inserted in this Bid, and he further agrees that the Agency shall in no way be responsible for any errors or omissions in the preparation of this proposal.

4. The undersigned will execute the Contract and furnish the required Performance Bond, Payment Bond, and proof of insurance coverage within the stipulated time after the posting of a notice to him of acceptance of his bid by the Agency; and further, that this bid may not be withdrawn for a period of after the date set for the opening thereof unless otherwise required by law. If any bidder shall withdraw his bid within said period, the bidder shall be liable under the provisions of the Bid Security, or the bidder and his surety shall be liable under the Bid Bond, as the case may be.

5. The surety or sureties and insurance companies named in the space provided have agreed to furnish bonds, insurance, and endorsements in the form and amounts set forth in the Contract Documents in the event the Contract is awarded on the basis of this proposal.

6. The undersigned hereby certifies that this proposal is genuine and not sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding and the undersigned has not in any manner sought by collusion to secure for himself an advantage over any other bidder.

7. In conformance with current statutory requirements of Section 1860, et. seq., of the Labor Code of the State of California, the undersigned confirms the following as his certification:

“I am aware of the provisions of Section 3700 of the which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that and I will comply with such provisions before commencing the performance of the work of this contract.”

8. Receipt of Addenda No. ___ through ___ is hereby acknowledged. (If none, write “NONE”).

06/25/2024 C8 Page 350 of 384

25 9. The prospective bidder certifies, by INITIALING AFTER THE FOLLOWING STATEMENT and by signing and submitting this bid, to the best of his or her knowledge and belief, that:

No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal contract, the making of any federal grant, the making of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement.

Initials _______

If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure of Lobbying Activities,” in accordance with its instructions.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code.

Any person who fails to file the required certifications shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,0000 and that all such sub-recipients shall certify and disclose accordingly.

10. In compliance with the Notice Inviting Bids and all the provisions hereinbefore stipulated, the undersigned, with full cognizance thereof, hereby proposes to perform the entire work for the prices set forth in the attached upon which award of the Contract is made.

(Continued on next page)

06/25/2024 C8 Page 351 of 384

26 DATE: ________________, 20_____ BIDDER’S NAME___________________________

BY______________________________________
Signature

________________________________________
Printed Name

TITLE____________________________________

BY______________________________________
Signature

________________________________________
Printed Name

TITLE____________________________________

(CORPORATE SEAL) BIDDER'S MAILING ADDRESS:

Name and address of all members ________________________________________ of the firm or names of all officers
of the corporation. ________________________________________

CORPORATION ORGANIZED UNDER THE LAWS
_________________________________ OF THE STATE OF

_________________________________ ________________________________________

_________________________________ CONTRACTOR'S LICENSE # _________________

_________________________________ EXPIRATION DATE_________________________

_________________________________ CONTRACTOR'S LICENSE CLASS______________

_________________________________ SURETY OR SURETIES: _____________________

_________________________________ ________________________________________

_________________________________ INSURANCE COMPANY:

_________________________________ ________________________________________

I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct:

______________ _________________________________
Date CONTRACTOR'S SIGNATURE

5/7 24 In The Dirt Engineering
Carl Brown
President
Rita Ortez
Secretary
1434 Lilac Rd
Ramona,CA 92065
California
1087155
2/28/2026
A
Carl Brown
Rita Ortez
5/7/2024
Scottsdale Insurance Company
Gallagher
Western National Mutual Insurance Company
06/25/2024 C8 Page 352 of 384

27 Pursuant to and in compliance with the Notice Inviting Bids and other Contract Documents relating to the proposal for the construction of

as specifically set forth in documents entitled

all in accordance with the Plans and Project Specifications on file at the City of Vista Engineering Department, the undersigned bidder, having familiarized himself with the terms of the Contract, the local conditions affecting the performance of the Contract and the cost of the Work at the place the Work is to be done; and with the Plans, Project Specifications and other Contract Documents, hereby stipulated; the Contractor agrees to complete the Contract, including all of its component parts and everything required to be performed, and to provide and furnish any and all labor, materials, tools, equipment, expendable supplies and all utility and transportation services necessary to perform the Contract, and complete in a workmanlike manner all of the Work required in connection with the Contract, all in strict conformance with the Plans and Project Specifications on file at the City of Vista Engineering Department.

All items shall be finished and functional per Plans and the Contract Documents. Items designated with an ‘S’ in the Bid Item column of the Bid Schedule are Specialty Items per Subsection (“ of the San Diego Regional Supplement to the Greenbook.

06/25/2024 C8 Page 353 of 384

28 Bid Items For

MONTE VISTA STORMWATER DETENTION BASIN IMPROVEMENT PROJECT (C.I.P. No. 8912)

TO BE COMPLETED THROUGH THE CITY’S ELECTRONIC BIDDING SYSTEM (OpenGov Procurement)

06/25/2024 C8 Page 354 of 384

29 1 Project Information Sign 1 EA
2 Record Drawing (“As-Built”) Plans

3 Mobilization, Demobilization, and Cleanup (5%
Maximum of Base Bid) 1 LS
4 Stormwater Sediment/Erosion Control &
Construction BMPs (less than 1-acre, SWPPP not
required)
1 LS
5 18” RCP Storm Drain 105 LF
6 36” RCP Storm Drain 115 LF
7 Type B Stormdrain Cleanout per SDRSD D-10 1 EA
8 Headwall per SDRSD D-34 1 EA
9 Headwall per SDRSD D-34 (Modified) 2 EA
10 Headwall per SDRSD D-30 (Modified) 1 EA
11 Rip-Rap per SDRSD D-40 5 CY
12 Access Road Repair 100 SF
13 Revegetation of Disturbed Areas 5500 SF
14 Irrigation Restoration 1 LS

06/25/2024 C8 Page 355 of 384

30 Project Information Sign: Bid item shall include full compensation for labor, materials, and equipment to fabricate, install, and maintain project information sign. Bid item shall include full compensation for labor, materials, and equipment to move project information sign to each location where the work is being conducted. Sample sign included in Appendix I.

Record Drawing (“As-Built”) Plans. (Stipulated Amount): Bid item shall include full compensation for all labor, materials, and equipment required to provide City with accurate “red line” plans showing the exact location of all improvements, existing utilities, that have been modified as part of the Work.

Mobilization, Demobilization, and Cleanup (5% Maximum of Base Bid): Bid item shall include full compensation for all bonds, insurance, sureties, licenses, City of Vista Encroachment Permit (no fee), facilities, labor, equipment and material necessary to complete all work required in advance of construction operations, and upon the initiation of construction operations, to mobilize all required equipment, materials and personnel on-site, and complete all associated and appurtenant work in accordance with the Standard Specifications, the Special Provisions, and as directed by the Agency. The Bid Item shall also include all labor, equipment and material required to clean-up, remove excess material, and restore the site, demobilize and remove all equipment, materials, and staging, and complete all work required at the end of construction operations in accordance with the Standard Specifications, Standard Drawings, the Special Provisions, and as directed by the Agency.

Stormwater Sediment/Erosion Control & Construction BMPs (less than 1-acre, SWPPP not required): Bid item shall include full compensation for all labor, equipment and material required to complete all work necessary to obtain and comply with all provisions of the City of Vista’s Stormwater Management Permit. This work shall include, but may not necessarily be limited to the implementation, maintenance and removal of all required Sediment and Erosion Control Best Management Practices (BMPs); the development, performance and submittal of all required storm water documentation, site inspections, employee training, wet weather response and associated activities in accordance with the Standard Specifications, Standard Drawings, the Special Provisions, and as directed by the Agency.

Placement and Installation of 2000-D minimum 18-inch Reinforced Concrete Storm Drain Pipe per ASTM C-76 - Trench backfill per City of Vista Standard Drawing DRN-02 and Geotechnical Investigation Recommendations: Bid item shall include full compensation for all labor, materials, and equipment required to: excavate and stockpile existing material to require trench depth, make grade, install 18-inch 2000-D minimum Reinforced Concrete Storm Drain Pipe (RCP) with gasketed bell and spigot joints as shown and noted on the plans, trench bedding and backfill per City of Vista Standard Drawing DRN-02 and per Geotechnical Recommendations, compaction, import or export of material as needed, and restoration of original grade as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Placement and Installation of 2000-D minimum 36-inch Reinforced Concrete Storm Drain Pipe per ASTM C-76 - Trench backfill per City of Vista Standard Drawing DRN-02 and Geotechnical Investigation Recommendations: Bid item shall include full compensation for all labor, materials, and equipment required to: excavate and stockpile existing material to require trench depth, make grade, install 36-inch 2000-D minimum Reinforced Concrete Storm Drain Pipe (RCP) with gasketed bell and spigot joints as shown and noted on the plans, trench bedding and backfill per City of Vista Standard Drawing DRN-02 and per Geotechnical Recommendations, compaction, import or export of material as needed, and restoration of original grade as directed by the Engineer, shown on the plans, according to these specifications. Any other 06/25/2024 C8 Page 356 of 384

31 related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Construction of Modified Type B Cleanout per SDRSD D-10: Bid item shall include full compensation for all labor, materials, and equipment required to: excavate and stockpile, sawcut and dispose existing 60” RCP, compact subgrade to 95%, install 11.5’x8.5’ modified Type “B” cleanout per SDRSD D-10 with 5,000 PSI compressive strength concrete on minimum of 8-inches of class II aggregate base, connect new and existing storm drain pipes to clean out, trench bedding and backfill per City of Vista Standard Drawing DRN-02 and per Geotechnical Recommendations, compaction, import or export of material as needed, and restoration of original grade as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Construction of Concrete Headwall per SDRSD D-34: Bid item shall include full compensation for all labor, materials, and equipment required to: install wing headwall per SDRSD D-34 with 5,000 PSI compressive strength concrete and include accelerating admixture on minimum of 6-inches of class II aggregate base, extend headwall minimum of 6” above grade, connect new and existing storm drain pipes to headwall, and backfill and cover exposed pipe and excavation as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Construction of Concrete Headwall per SDRSD D-34 (Modified): Bid item shall include full compensation for all labor, materials, and equipment required to: install headwall per SDRSD D-34 and as modified by project plans with 5,000 PSI compressive strength concrete and include accelerating admixture on minimum of 6-inches of class II aggregate base, extend headwall minimum of 6” above grade, connect new and existing storm drain pipes to headwall, and backfill and cover exposed pipe and excavation as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Construction of Concrete Headwall per SDRSD D-30 (Modified): Bid item shall include full compensation for all labor, materials, and equipment required to: install headwall per SDRSD D-30 and as modified by project plans with 5,000 PSI compressive strength concrete and include accelerating admixture on minimum of 6-inches of class II aggregate base, extend headwall minimum of 6” above grade, connect new and existing storm drain pipes to headwall, and backfill and cover exposed pipe and excavation as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Rip-Rap Energy Dissipater per SDRSD D-40: Bid item shall include full compensation for all labor, materials, and equipment required to: install energy dissipater per SDRSD D-40, T=1.1’, No 2 Backing as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Repair and Reinstatement of Access Road: Bid item shall include full compensation for all labor, materials, and equipment required to: reestablish and reinstate access road disturbed during construction to original line and grade with NDS TurfTrack, or approved equal, all as originally shown on as- built drawings in Appendix L, as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work.

No additional compensation will be made.
06/25/2024 C8 Page 357 of 384

32 Revegetation and Establishment of Disturbed Areas: Bid item shall include full compensation for all labor, materials, and equipment required to: reestablish vegetation on all exposed areas using hydroseed mix design specified on project plans as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

Irrigation Restoration: Bid item shall include full compensation for all labor, materials, and equipment required to: replace and reestablish all irrigation lines, pipes, control valves, boxes, ball valves, wiring, sprinkler heads, and appurtenances in original location and kind, or as approved otherwise, as directed by the Engineer, shown on the plans, according to these specifications. Any other related work shall be considered as included or included in the costs of other work. No additional compensation will be made.

06/25/2024 C8 Page 358 of 384

33 The undersigned is licensed in accordance with the laws of the State of California providing for the registration of Contractors.

Contractor's License Number: _____________________________________________________________

Contractor's License Class: ________________________________________________________________

Expiration Date:_________________________________________________________________

(As described in the , complete and sign the
appropriate section for your company)

Name of Contractor (Print or type):_________________________________________________

Signature of Contractor: ________________________________________________________________

Business Address:_________________________________________________________________

or

Name of or :___________________________________________________

Business Address:_______________________________________________________________________

Signature, printed name, title and address of members signing on behalf of the partnership:

Signature: _____________________ Name: ______________________ Title:____________________

Address:_______________________________________________________________________________

Signature: _____________________ Name: ______________________ Title:____________________

Address:_______________________________________________________________________________

or

Name of :_____________________________________________________________________

Business Address: ______________________________________________________________________

Corporation organized under the laws of the State of___________________________________________

_______________________________________ _________________________________________ Signature of Officer of Corporation Printed Name and Title

_______________________________________ _________________________________________ Signature of Officer of Corporation Printed Name and Title

1087155
A
2/28/2026
In The Dirt Engineering
1435 Lilac Rd Ramona, CA 92065
Carl Brown, President
Rita Ortez, Secretary
California
06/25/2024 C8 Page 359 of 384

34 The Bidder shall provide evidence that the Bidder has had the prior experience to properly perform in accordance with the terms of these Plans and Project Specifications.

of the most recent projects for
which the Bidder has completed work of similar size and complexity to this project as the General (or Prime) Contractor, and the names and phone numbers of the contracting public agencies. Make copies of this page for listing additional projects.

4. 5.

6. 7.

Note: Attached pre-printed list to this page to list additional projects. 1/23/2024
City of Vista
Matthew Atteberry
760-643-5410
matteberry@
ci.vista.ca.us
Bobolink Storm Drain Phase 1 $960,000
9/30/2023
City of El Cajon
Portillo Concrete inc
Mario Portillo
mportillo@
portilloconcrereinc.com
619-466-4639
Luke Lane Street Repair $250,000
3/29/2024
County of San Diego
Yescenia gomez
858-705-8935
yescenia.gomez@
sdcounty.ca.gov
Rock Spring Road
Improvements
$502,000
12/30/2023
BC3 Equipment inc
Ben Correll
[email protected]
619-312-2663
Mugu Navel Air Station $207,000
3/29/2024
Proframe
Jeff Mattazoro
[email protected]
619-396-0096
221 Ebony dr $161,000
12/6/2023
C.E Wilson
John Wilson
[email protected]
619-464-6721
Lot 10-12 $7,700
06/25/2024 C8 Page 360 of 384

35 PROJECT NAME:

NAME OF BIDDER: ______________________________________________________________________________

In accordance with Division 2, Part 1, Chapter 4 of the Public Contract Code, the prime Contractor shall submit with its Bid a list of subcontractors who will perform work in excess of one-half of one percent (0.5%) of the prime Contractor’s total Bid or $10,000, whichever is greater.

Subcontractors listed must be properly licensed for the type of work they are to perform, and . Do not list alternate subcontractors for the same work.

IF NO SUBCONTRACTORS ARE LISTED, BIDDER MUST INITIAL ONLY ONE OF THE FOLLOWING OPTIONS:
_____ Initial here if no subcontractor(s) will be performing Work;

_____ Initial here if all subcontractor(s) will be performing Work valued less than the greater of 0.5% of bid or $10,000, whichever is greater.

In The Dirt Engineering
Quality Hydroseeding &
Restoration
473694
C-27
2013 Orange ave
Ramona, CA 92065 Yes 14 Hydroseed
disturbed
Areas
2500.08
06/25/2024 C8 Page 361 of 384

36 CONTRACTOR’S CERTIFICATION ON FEDERAL CONTRACT

REQUIREMENTS
I hereby certify that I have reviewed the federal construction contract-related requirements (included in appendices A, B, and C) imposed on the Contractor(s) of ARPA - funded construction projects and fully understand all my obligations if the project is awarded to me.

Project Name:

Location:

Amount of Bid: $

Name of Bidder

Print Name and Title

Street Address

City, State Zip Code

Signature

In The Dirt Engineering
Carl Brown, President
1435 Lilac Rd
Ramona, CA 92065

MONTE VISTA STORMWATER DETENTION BASIN IMPROVEMENT PROJECT (C.I.P. No. 8912)
1101 Monte Vista Drive, Vista, CA 92084
06/25/2024 C8 Page 362 of 384

37 (Per 48CFR 52.209-5)

1. The Bidder certifies, to the best of its knowledge and belief, that the Bidder and its Principals, and any of its prospective subcontractors for this award:

a) Are not presently debarred, suspended, proposed for debarment, or declared ineligible for the award of contracts by any Federal, State or local agency;

b) Have not, within a three-year period preceding this offer, been convicted of or had a civil judgment rendered against them for: commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) contract or subcontract; violation of Federal or State antitrust statutes relating to the submission of offers; or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, tax evasion, violating Federal, State or local criminal tax laws, or receiving stolen property (if Bidder checks “have”, the Bidder shall also see 52.209-7, if included in this solicitation);

c) Are not presently indicted for, or otherwise criminally or civilly charged by a governmental entity with, commission of any of the offenses enumerated in subdivision (a)(1)(i)(B) of this provision;

d) Have not, within a three-year period preceding this offer, been notified of any delinquent Federal, State or local taxes in an amount that exceeds $3,000 for which the liability remains unsatisfied.

e) Have not, within a 3-year period preceding this offer, had one or more contracts terminated for default by any Federal, State or local agency; and

f) Do not have an Active Exclusion on the System for Award Management (SAM), which is available at https://sam.gov/

2. The Bidder shall provide immediate written notice to the Contracting Officer if, at any time prior to contract award, the Bidder learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

3. The certification in paragraph (1) of this provision is a material representation of fact upon which reliance was placed when making award. If it is later determined that the Bidder knowingly rendered an erroneous certification, in addition to other remedies available to the Government, the Contracting Officer may terminate the contract resulting from this award for default.

4. Where the Bidder is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this certification form.

Company Name: Date:

Name: Signature:
(President or Authorized Official of Consultant)
Guidance:

(A) Bidder’s (or its subconsultant’s) inability to certify to the items in paragraph (1)(B), (1)(C), (1)(D), and (1)(E) will not necessarily result in withholding of an award. However, this certification will be considered in connection with a determination of the Bidder's responsibility. Failure of the Bidder to furnish a certification or provide such additional information as required in paragraph (4) above or as requested by the Contracting Officer may render In The Dirt Engineering 5/7/2024
Carl Brown
06/25/2024 C8 Page 363 of 384

38 Certification Regarding Debarment CONT.

the Bidder nonresponsible. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by paragraph (1) above. The knowledge and information of an Bidder is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

(B) “Principal”, for the purposes of this certification, means an officer, director, owner, partner, or a person having primary management or supervisory responsibilities within a business entity (e.g., general manager; plant manager; head of a division or business segment; and similar positions).

(C) Federal taxes are considered delinquent if both of the following criteria apply:(i) The tax liability is finally determined. The liability is finally determined if it has been assessed. A liability is not finally determined if there is a pending administrative or judicial challenge. In the case of a judicial challenge to the liability, the liability is not finally determined until all judicial appeal rights have been exhausted. (ii) The taxpayer is delinquent in making payment. A taxpayer is delinquent if the taxpayer has failed to pay the tax liability when full payment was due and required. A taxpayer is not delinquent in cases where enforced collection action isprecluded.

Examples. (i) The taxpayer has received a statutory notice of deficiency, under I.R.C. § 6212, which entitles the taxpayer to seek Tax Court review of a proposed tax deficiency. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek Tax Court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights. (ii) The IRS has filed a notice of Federal tax lien with respect to an assessed tax liability, and the taxpayer has been issued a notice under I.R.C. § 6320 entitling the taxpayer to request a hearing with the IRS Office of Appeals contesting the lien filing, and to further appeal to the Tax Court if the IRS determines to sustain the lien filing. In the course of the hearing, the taxpayer is entitled to contest the underlying tax liability because the taxpayer has had no prior opportunity to contest the liability. This is not a delinquent tax because it is not a final tax liability. Should the taxpayer seek tax court review, this will not be a final tax liability until the taxpayer has exercised all judicial appeal rights.(iii) The taxpayer has entered into an installment agreement pursuant to I.R.C. § 6159. The taxpayer is making timely payments and is in full compliance with the agreement terms. The taxpayer is not delinquent because the taxpayer is not currently required to make full payment.(iv) The taxpayer has filed for bankruptcy protection. The taxpayer is not delinquent because enforced collection action is stayed under 11 U.S.C. 362 (the Bankruptcy Code). 06/25/2024 C8 Page 364 of 384

39 _________
______________
_________
_____________
_______________________
DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB
Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 0348-0046 (See reverse for public burden disclosure.)

1. Type of Federal Action:
a. contract
b. grant
c. cooperative agreement
d. loan
e. loan
f. loan insurance

2. Status of Federal Action:
a. bid/offer/application
b. initial award
c. post-award

3. Report Type:
a. initial filing
b. material change
For Material Change Only:
year quarter
date of last report

4. Name and Address of Reporting Entity:

Prime Subawardee
Tier , if known :

Congressional District, if known : 4c

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

Congressional District, if known :

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

CFDA Number, if applicable :

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

10. a. Name and Address of Lobbying Registrant b. Individuals Performing Services (including address if ( if individual, last name, first name, MI ): different from No. 10a ) (last name, first name, MI ):

11. Information requested through this form is authorized by title 31 U.S.C. section 1352. This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. 1352. This information will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

Signature:

Print Name:

Title:

Telephone No.: Date:

Federal Use Only: Authorized for Local Reproduction
Standard Form LLL (Rev. 7-97)
guarantee
NA NA
NA
NA
NS
NA NA
NA NA
NA NA
Carl Brown
President
619-84-6517 5/7/2024
06/25/2024 C8 Page 365 of 384

40 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee or prime Federal recipient, at the initiation or receipt of a covered Federal action, or a material change to a previous filing, pursuant to title 31 U.S.C. section 1352. The filing of a form is required for each payment or agreement to make payment to any lobbying entity for influencing or attempting to influence an officer or employeeof any agency, a Member of Congress, an officer or employeeof Congress, or an employeeof a Member of Congress in connection with a covered Federal action. Completeall items that apply for both the initial filing and material change report. Refer to the implementing guidance published by the Office of Management and Budget for additional information.

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

2. Identify the status of the covered Federal action.

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

4. Enter the full name, address, city, State and zip code of the reporting entity. Include Congressional District, if known. Check the appropriate classification of the reporting entity that designates if it is, or expects to be, a prime or subaward recipient. Identify the tier of the subawardee, e.g., the first subawardee of the prime is the 1st tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants.

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

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

7. Enter the Federal program name or description for the covered Federal action (item 1). If known, enter the full Catalog of Federal Domestic Assistance (CFDA) number for grants, cooperative agreements, loans, and loan commitments.

8. Enter the most appropriate Federal identifying number available for the Federal action identified in item 1 (e.g., Request for Proposal (RFP) number; Invitation for Bid (IFB) number; grant announcement number; the contract, grant, or loan award number; the application/proposal control number assigned by the Federal agency). Include prefixes, e.g., "RFP-DE-90-001."

9. For a covered Federal action where there has been an award or loan commitment by the Federal agency, enter the Federal amount of the award/loan commitment for the prime entity identified in item 4 or 5.

10. (a) Enter the full name, address, city, State and zip code of the lobbying registrant under the Lobbying Disclosure Act of 1995 engaged by the reporting entity identified in item 4 to influence the covered Federal action.

(b) Enter the full names of the individual(s) performing services, and include full address if different from 10 (a). Enter Last Name, First Name, and Middle Initial (MI).

11. The certifying official shall sign and date the form, print his/her name, title, and telephone number.

According to the Paperwork Reduction Act, as amended, no persons are required to respond to a collection of information unless it displays a valid OMB Control Number. The valid OMB control number for this information collection is OMB No. 0348-0046. Public reporting burden for this collection of information is estimated to average 10 minutes per response, including time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to the Office of Management and Budget, Paperwork Reduction Project (0348-0046), Washington, DC 20503.
06/25/2024 C8 Page 366 of 384

41 Executive Order 11246

This certification is required pursuant to Executive Order 11246 (30 F. R. 12319-25). The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause, and, if so, whether it has filed all compliance reports due under applicable instructions.

Where the certification indicates that the bidder has not filed a compliance report due under applicable instructions, such bidder shall be required to submit a compliance report within seven calendar days after bid opening. No contract shall be awarded unless such report is submitted.

1. Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clauses, as required by Executive Orders 10925, 11114, 11246, or 11375.
q YES, If yes, identify the most recent contract:
q NO

2. Compliance reports were required to be filed in connection with such contract or subcontract.
q YES, If yes, identify the most recent contract:
q NO

3. Bidder has filed all compliance reports due under applicable instructions. q YES
q NO

4. Have you ever been or are you being considered for sanction due to violation of Executive Order 11246, as amended?
q YES
q NO

Company:

Signature Title Date

Signature Title Date
X
X
X
X
In The Dirt Engineering
President 5/7/2024
Secretary 5/7/2024
06/25/2024 C8 Page 367 of 384

42 (30 F.R. 12319-25)

This certification is required pursuant to Executive Order 11246 (30 F.R. 12319-25). The bidder's attention is called to the clause entitled Equal Employment Opportunity of the General Conditions of the Contract for Construction.

"Segregated facilities," as used in this provision, means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees, that are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, or national origin because of habit, local custom, or otherwise.

By the submission of this bid, the bidder certifies that it does not and will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not and will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The bidder agrees that a breach of this certification is a violation of the Equal Employment Opportunity clause in the contract.

The bidder further agrees that (except where it has obtained identical certifications from proposed subcontractors for specific time periods) prior to entering into subcontracts which exceed $10,000 and are not exempt from the requirements of the Equal Employment Opportunity clause, it will obtain identical certifications from the proposed subcontractors; retain the certifications in its files; and forward the following notice to the proposed subcontractors (except if the proposed subcontractors have submitted identical certifications for specific time periods):

Notice to Prospective Subcontractors of Requirement for Certifications of Non- segregated Facilities

A Certification of Non-segregated Facilities must be submitted before the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Employment Opportunity clause of the prime contract. The certification may be submitted either for each subcontract or for all subcontracts during a period (i.e., quarterly, semiannually, or annually).

I, hereby certify that all the information stated herein, as well as any information provided in the accompaniment herewith, is true and accurate.

Company:

Signature Title Date

Signature Title Date
In The Dirt Engineering
President
Secretary
5/7/2024
5/7/2024
06/25/2024 C8 Page 368 of 384

43 The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:

1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.

2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in conformance with its instructions.

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

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

BIDDER’S SIGNATURE DATE
5/7/2024
06/25/2024 C8 Page 369 of 384

44 TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the __________________ of _________________________________, the party making the foregoing bid.
(Title) (Company Name)

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on

________________________, at ________________________________, ___________________________.”
(Date) (City) (State)

________________________________________
Signature

________________________________________
Printed Name

________________________________________
Title
President In The Dirt Engineering
5/7/2024 Ramona
California
Carl Brown
President
06/25/2024 C8 Page 370 of 384

06/25/2024 C8 Page 371 of 384

06/25/2024 C8 Page 372 of 384

06/25/2024 C8 Page 373 of 384

06/25/2024 C8 Page 374 of 384

06/25/2024 C8 Page 375 of 384

06/25/2024 C8 Page 376 of 384

06/25/2024 C8 Page 377 of 384

06/25/2024 C8 Page 378 of 384

Base Bid Items

PRICE TABLES
Line Item Description Quantity Unit of Measure Unit Cost Total 1 Project Information Sign 1 EA $750.00 $750.00
2 Record Drawing (“As-
Built”) Plans (Stipulated
Amount)
1 EA $1,500.00 $1,500.00
3 Mobilization,
Demobilization, and
Cleanup (5% Maximum of
Base Bid)
1 LS $8,000.00 $8,000.00
4 Stormwater
Sediment/Erosion Control
& Construction BMPs (less
than 1-acre, SWPPP not
required)
1 LS $2,500.00 $2,500.00
5 18” RCP Storm Drain 105 LF $200.00 $21,000.00
6 36” RCP Storm Drain 115 LF $625.00 $71,875.00
7 Type B Stormdrain
Cleanout per SDRSD D-10
1 EA $27,000.00 $27,000.00
8 Headwall per SDRSD D-34
- 36" Pipe
1 EA $6,000.00 $6,000.00
9 Headwall per SDRSD D-34
- Dual 18" Pipe
1 EA $4,500.00 $4,500.00
10 Headwall per SDRSD D-34
- Dual 18" Pipe (Modified)
1 EA $4,700.00 $4,700.00
11 Rip-Rap per SDRSD D-40 5 CY $600.00 $3,000.00
12 Trash Rack per Project
Plans
1 EA $9,973.00 $9,973.00
13 Access Road Repair 100 SF $80.00 $8,000.00
14 Revegetation of Disturbed
Areas
5500 SF $0.75 $4,125.00
15 Irrigation Restoration 1 LS $2,000.00 $2,000.00
Total $174,923.00
06/25/2024 C8 Page 379 of 384

CITY OF VISTA Page 1 of 2 IN THE DIRT ENGINEERING
00065304 5 [00065304 3] PAYMENT BOND (LABOR & MATERIALS) 4879-2709-3699, v. 2
Bond No.

Premium: $
Effective Date:

PAYMENT BOND
(LABOR AND MATERIALS)

KNOW ALL PERSONS BY THESE PRESENTS that:

The City of Vista (“City”) has awarded a contract (the “Contract”) to In The Dirt Engineering (“Principal”) as follows:

Monte Vista Stormwater Detention Basin Improvement Project (CIP No. 8912), which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.

Principal is required under the terms of the Contract and the California Civil Code to furnish a bond to secure the prompt, full, and faithful payment of any Claimant, as hereinafter defined, for all labor, materials or services used or reasonably required for use in the performance of the work, concurrently with delivery to City of the signed Contract.

NOW, THEREFORE, we, the undersigned Principal, and

,
(Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of One Hundred Seventy Four Thousand Nine Hundred Twenty Three Dollars ($174,923), this amount being not less than one hundred percent (100%) of the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, or subcontractors shall fail to pay any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), or any amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed under the Contract (“Claimants”), Surety will pay for the same in an amount not exceeding the penal sum specified in this bond; otherwise, this obligation shall become null and void.

This bond shall inure to the benefit of any of the persons named in Division 4, Part 6, Title 3 of the California Civil Code (§ 9000 et seq.), so as to give a right of action to such persons or their assigns in any suit brought upon the bond.

In case suit is brought upon this bond to enforce or interpret this bond’s terms, Surety further agrees to pay all court costs and reasonable attorneys’ fees in an amount fixed by the court. Principal and Surety agree that this Performance Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys’ fee provision contained in this Performance Bond shall not apply to the Contract.

In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys’ fees in the litigation.

FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849.

City is an intended beneficiary of this bond and has all rights of a party thereto.

IN WITNESS WHEREOF, this instrument has been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being hereto affixed and these presents duly signed by its undersigned 06/25/2024 C8 Page 380 of 384

CITY OF VISTA Page 2 of 2 IN THE DIRT ENGINEERING
00065304 5 [00065304 3] PAYMENT BOND (LABOR & MATERIALS) 4879-2709-3699, v. 2
representative(s) pursuant to authority of its governing body.

Dated:

“Principal”

IN THE DIRT ENGINEERING

By:

Signature

Name and Title

By:

Signature

Name and Title
(Seal)

APPROVED
Amanda L. Guy
20240529154104

“`Surety”

By:

Signature

Name and Title

By:

Signature

Name and Title
(Seal)

This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.

06/25/2024 C8 Page 381 of 384

CITY OF VISTA Page 1 of 3 IN THE DIRT ENGINEERING
00065305 5 [00065305 3] PERFORMANCE BOND (FAITHFUL PERFORMANCE) 4875-2771-7315, v. 2
Bond No.

Premium: $
Effective Date:

PERFORMANCE BOND

KNOW ALL PERSONS BY THESE PRESENTS that:

The City of Vista (“City”) has awarded a contract (the “Contract”) with In The Dirt Engineering (“Principal”) as follows:

Monte Vista Stormwater Detention Basin Improvement Project (CIP No. 8912), which Contract, and all Contract Documents set forth therein, are incorporated herein and made a part thereof by this reference.

Principal is required under the terms of the Contract to furnish a bond guaranteeing the prompt, full, and faithful performance of the Contract concurrently with delivery of the signed Contract to City.

NOW, THEREFORE, we, the undersigned Principal, and

,
(Name, address, and telephone number of Surety)
(“Surety”) a duly admitted surety insurer under the laws of the State of California, as Surety, are held and firmly bound unto City in the penal sum of One Hundred Seventy Four Thousand Nine Hundred Twenty Three Dollars ($174,923), this amount being not less than one hundred percent (100%) the total contract price, in lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the hereby bounded Principal, his, her or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform all the undertakings, terms, covenants, conditions and agreements in the Contract and any alteration thereof made as therein provided, on Principal’s part to be kept and performed, all within the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and hold harmless City and its officers, agents, and others as therein provided, from any and all losses, liability and damages, claims, judgments, stop payment notices, costs, and fees of every description, whether imposed by law or equity, which may be incurred by City by reason of the failure or default on the part of Principal in the performance of any or all of the terms or the obligations of the Contract Documents, as they may be amended and supplemented including, but not limited to, Principal’s liability for City’s damages (including direct and consequential damages incurred by City for: rental expenses; losses of use, income, profit, business, and reputation; increased financing costs; and loss of management or employee productivity or of the services of such persons) caused by Principal’s delays, as well as Principal’s liability for other delay damages or liquidated damages, and any warranties or guarantees required thereunder; then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect.

When City declares that Principal is in default under the Contract, Surety shall promptly, take one of the following actions:
(a) Remedy the default;
(b) Undertake through its agents or independent contractors reasonably acceptable to City, to complete the Project according to the Contract Documents’ terms and conditions then in effect including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages; or, if required by City; (c) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions using a procurement methodology approved by City, select a contractor or contractors — acceptable to City — to complete all of the Work, and arrange for a contract between the contractor(s) and City , to be secured with performance and payment bonds executed by an admitted surety insurer equivalent to the bonds issued on the Construction Contract, and Surety shall make available, as the Work progresses, sufficien t funds to pay the cost of completion less the balance of the Contract Sum, and to pay and perform all obligations of Principal under the Contract and Contract 06/25/2024 C8 Page 382 of 384

CITY OF VISTA Page 2 of 3 IN THE DIRT ENGINEERING
00065305 5 [00065305 3] PERFORMANCE BOND (FAITHFUL PERFORMANCE) 4875-2771-7315, v. 2
Documents, including other costs and damages for which Surety is liable under this Bond and all obligations with respect to warranties, guarantees, and the payment of liquidated damages as a result of Contractor’s default; (d) Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances:
(i) After investigation, determine the amount for which it may be liable to City and, as soon as practicable after the amount is determined, make payment to City; or (ii) Deny liability in whole or in part and notify City, citing the reasons for denial.

If Surety does not proceed as provided above with reasonable promptness, Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from City to Surety demanding that Surety perform its obligations under this Bond, and City shall be entitled to enforce any remedy available to City. If Surety admits liability and tenders payment, and City refuses the payment, or Surety has denied liability, in whole or in part, without further notice City shall be entitled to enforce any remedy available to City.

In case suit is brought upon this bond, Surety further agrees to pay all court costs and reasonable attorneys’ fees in an amount fixed by the court. Principal and Surety agree that this Performance Bond shall not be considered a part of the Contract but rather is a separate obligation of Principal and its Surety, and that any attorneys’ fee provision contained in this Performance Bond shall not apply to the Contract. In the event there is any litigation between the parties arising from the breach of the Contract, each party will bear its own attorneys’ fees in the litigation.

FURTHER, Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, addition or modification to the terms of the Contract, or of the work to be performed thereunder, or the specifications for the same, shall in any way affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration, addition, or modification to the terms of the Contract or to the work or to the specifications thereunder. Surety hereby waives the provisions of California Civil Code §§ 2819, 2845, and 2849.

City is an intended beneficiary of this bond and has all rights of a party thereto. [Text and signatures continued on page 3.]

06/25/2024 C8 Page 383 of 384

CITY OF VISTA Page 3 of 3 IN THE DIRT ENGINEERING
00065305 5 [00065305 3] PERFORMANCE BOND (FAITHFUL PERFORMANCE) 4875-2771-7315, v. 2
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original hereof, have been duly executed by Principal and Surety, on the date set forth below, the name of each corporate party being h ereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.

Dated:

“Principal”

IN THE DIRT ENGINEERING

By:

Signature

Name and Title

By:

Signature

Name and Title
(Seal)

APPROVED
Amanda L. Guy
20240529154306

“`Surety”

By:

Signature

Name and Title

By:

Signature

Name and Title
(Seal)

This bond must be dated, all signatures must be notarized, and evidence of the authority of any person signing as attorney-in-fact must be attached.

06/25/2024 C8 Page 384 of 384