Cities Index.
cc 2026 AR 05/12 cip 8397 wildwood park restroom replacement project award of contract

Vista City Council
May 12, 2026

Document
cc 2026 AR 05/12 cip 8397 wildwood park restroom replacement project award of contract
Meeting
May 12, 2026
Body
Vista City Council
Pages
14
Original file
1.2 MB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

form HUD-4010 (06/2009)
ref. Handbook 1344.1
Appendix B
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(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed onthe 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 its designee or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. Ifthe contractor or subcontractor fails to submit the required records or to make them available, HUD or its 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 abona fide apprenticeship program registered with the U. S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, orifaperson is employed in his or her first 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 listed on a payroll at an apprentice wage rate, who
is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed.

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

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the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In addition, any t rainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees 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, trainees 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 inthis 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 its 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 tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in this paragraph.

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

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

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

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

Such disputes shall be resolved in accordance with the
procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its
subcontractors) and HUD _ or its 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 it( nor he or she) nor any person or firm who has an interest in the contractor’ s firmis aperson orfirm 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 orfirmineligible 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 101 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 fined 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 filed any complaint or instituted or caused to be instituted any proceeding or has testified or is about to testify in any proceeding under or relating to the labor standards applicable under this Contract to his employer.

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

Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including 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

Page 4 of 5 ends

form HUD-4010 (06/2009)
ref. Handbook 1344.1
Appendix B
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(3) Withholding for unpaid wages_ and | iquidated
damages. HUD orits designee shall uponits own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the
contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally- assisted contract subject to the Contract W ork Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be
necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and _ liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph.
(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses’ set forth in
subparagraph (1) through (4 ) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier 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

Page 5 of 5 ends

Appendix B
form HUD-4010 (06/2009)
ref. Handbook 1344.1


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05/12/2026 C6 192 of 440

Appendix C:

Federal Requirements and Special Provisions
164

164
Appendix C:

Federal Requirements and Special Provisions

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APPENDIX C

FEDERAL REQUIREMENTS AND SPECIAL PROVISIONS

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

ITEMS THAT MUST BE SUBMITTED PRIOR TO AWARD OF CONTRACT Section 3 Bidder’s Certification 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
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SECTION 3

BIDDER'S CERTIFICATION
Name of Company: ____________________________________________________________ Address: ____________________________________________________________________ Project Title: _________________________________________________________________ This is to certify that I have read and understand the Section 3 resident employment and Section 3 resident business utilization requirements that apply to the above cited project, said requirements being known as the Section 3 Clause found in 24 CFR 135 and that neither the project nor the company are under any contractual restrictions or other disabilities which would prevent the company from complying with said requirements. ______________________________ ________________________ ____________ Signature Title Date
______________________________ ________________________ ____________ Signature Title Date
205/12/2026 C6 195 of 440

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.
305/12/2026 C6 196 of 440

blank pageCMBOLQBHF
05/12/2026 C6 197 of 440

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)
4 05/12/2026 C6 198 of 440

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. 5 05/12/2026 C6 199 of 440

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beh
a
l
f

of
sai
d

fro
m

the

full

(Co
n
t
r
a
c
t
o
r

or
Sub
c
o
n
t
r
a
c
t
o
r
)

wee
k
l
y

wag
e
s

ear
n
e
d

by
any

per
s
o
n

and

that

no
ded
u
c
t
i
o
n
s

hav
e

bee
n

mad
e

eit
h
e
r

dir
e
c
t
l
y

or
ind
i
r
e
c
t
l
y

fro
m

the

full
wag
e
s

ear
n
e
d

by
any

per
s
o
n
,

oth
e
r

tha
n

per
m
i
s
s
i
b
l
e

ded
u
c
t
i
o
n
s

as
def
i
n
e
d

in
Reg
u
l
a
t
i
o
n
s
,

Par
t

3 (29

C.F
.

R
.

Sub
t
i
t
l
e

A),
iss
u
e
d

by
the

Sec
r
e
t
a
r
y

of
Lab
o
r

u
n
d
e
r

the

Cop
e
l
a
n
d

Act
,

as
am
e
n
d
e
d

(48

S
t
a
t
.

948
,

63 Sta
t
.

108
,

72 Sta
t
.

967
;

76 Sta
t
.

357
;

40 U.S
.

C
.

§ 314
5 )
,

and

des
c
r
i
b
e
d

bel
o
w
:

(2)
Tha
t

any

pay
r
o
l
l
s

oth
e
r
w
i
s
e

und
e
r

this

con
t
r
a
c
t

r
e
q
u
i
r
e
d

to
be
sub
m
i
t
t
e
d

for
the

abo
v
e

per
i
o
d

are

cor
r
e
c
t

and

com
p
l
e
t
e
;

tha
t

the

wag
e

rat
e
s

for
lab
o
r
e
r
s

or
mec
h
a
n
i
c
s

con
t
a
i
n
e
d

the
r
e
i
n

are

not

les
s

tha
n

the

app
l
i
c
a
b
l
e

wag
e

rat
e
s

con
t
a
i
n
e
d

in
any

wag
e

det
e
r
m
i
n
a
t
i
o
n

inc
o
r
p
o
r
a
t
e
d

into

the

con
t
r
a
c
t
;

tha
t

the

cla
s
s
i
f
i
c
a
t
i
o
n
s

set

fort
h

the
r
e
i
n

for
eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

con
f
o
r
m

wit
h

the

wor
k

he
per
f
o
r
m
e
d
.

(3)
Tha
t

any

app
r
e
n
t
i
c
e
s

emp
l
o
y
e
d

in
the

abo
v
e

per
i
o
d

are

dul
y

reg
i
s
t
e
r
e
d

in
a bon
a

fide

app
r
e
n
t
i
c
e
s
h
i
p

pro
g
r
a
m

reg
i
s
t
e
r
e
d

wit
h

a Sta
t
e

app
r
e
n
t
i
c
e
s
h
i
p

age
n
c
y

rec
o
g
n
i
z
e
d

by
the

Bur
e
a
u

of
App
r
e
n
t
i
c
e
s
h
i
p

and

Tra
i
n
i
n
g
,

Uni
t
e
d

Sta
t
e
s

Dep
a
r
t
m
e
n
t

of
Lab
o
r
,

or
if no
suc
h

rec
o
g
n
i
z
e
d

age
n
c
y

exi
s
t
s

in
a Sta
t
e
,

are

reg
i
s
t
e
r
e
d

wit
h

the

Bur
e
a
u

of
App
r
e
n
t
i
c
e
s
h
i
p

and

Tra
i
n
i
n
g
,

Uni
t
e
d

Sta
t
e
s

Dep
a
r
t
m
e
n
t

of
Lab
o
r
.

(4)
Tha
t
:

(a)
WH
E
R
E

FR
I
N
G
E

BE
N
E
F
I
T
S

AR
E

PAI
D

TO
AP
P
R
O
V
E
D

PLA
N
S
,

FU
N
D
S
,

OR
PR
O
G
R
A
M
S

O
—
in
add
i
t
i
o
n

to
the

bas
i
c

hou
r
l
y

wag
e

rat
e
s

pai
d

to
eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

list
e
d

in
the

abo
v
e

ref
e
r
e
n
c
e
d

pay
r
o
l
l
,

pay
m
e
n
t
s

of
fri
n
g
e

ben
e
f
i
t
s

as
list
e
d

in
the

con
t
r
a
c
t

hav
e

b
e
e
n

or
will

be
mad
e

to
app
r
o
p
r
i
a
t
e

pro
g
r
a
m
s

for
the

ben
e
f
i
t

of
suc
h

emp
l
o
y
e
e
s
,

exc
e
p
t

as
not
e
d

in
sec
t
i
o
n

4(c
)

bel
o
w
.

(b)
WH
E
R
E

FR
I
N
G
E

BE
N
E
F
I
T
S

AR
E

PAI
D

IN
CA
S
H

im
—
Eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

list
e
d

in
the

abo
v
e

ref
e
r
e
n
c
e
d

pay
r
o
l
l

has

bee
n

pai
d
,

as
ind
i
c
a
t
e
d

on
the

pay
r
o
l
l
,

an
amo
u
n
t

not

les
s

tha
n

the

sum

of
the

app
l
i
c
a
b
l
e

bas
i
c

hou
r
l
y

wag
e

rat
e

plu
s

the

amo
u
n
t

of
the

req
u
i
r
e
d

fri
n
g
e

ben
e
f
i
t
s

as
list
e
d

in
the

con
t
r
a
c
t
,

exc
e
p
t

as
not
e
d

in
sec
t
i
o
n

4(c
)

bel
o
w
.

(c)
EXC
E
P
T
I
O
N
S

EX
C
E
P
T
I
O
N

(CR
A
F
T
)

EX
P
L
A
N
A
T
I
O
N

RE
M
A
R
K
S
:

NA
M
E

AND

TIT
L
E

SI
G
N
A
T
U
R
E

THE

WIL
L
F
U
L

FAL
S
I
F
I
C
A
T
I
O
N

OF
ANY

OF
THE

AB
O
V
E

ST
A
T
E
M
E
N
T
S

MAY

SU
B
J
E
C
T

THE

CO
N
T
R
A
C
T
O
R

OR
SU
B
C
O
N
T
R
A
C
T
O
R

TO
CIV
I
L

OR
CRI
M
I
N
A
L

PR
O
S
E
C
U
T
I
O
N
.

SEE

SE
C
T
I
O
N

100
1 OF
TIT
L
E

18 AND

SE
C
T
I
O
N

231

OF
TIT
L
E

31 OF
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UNI
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7 05/12/2026 C6 201 of 440

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

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

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

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

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

Address:Fill in your firm's address.

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

For Week Ending:List the workweek ending date.

Project and Location:Self-explanatory.

Project or Contract No.:Self-explanatory.

Column 1 - Name and Individual Identifying Number of Worker:Enter each worker's full name and an individual identifying number (e.g., last four digits of worker's social security number) on each weekly payroll submitted.
805/12/2026 C6 202 of 440

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.
905/12/2026 C6 203 of 440

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.
1005/12/2026 C6 204 of 440

Record of
Employee Interview
U.S. Department of Housing and Urban Development
Office of Davis-Bacon and Labor Standards
OMB Approval No. 2501-0009
(exp. 03/31/2028)

Instructions

General:

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

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

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

Completing the form HUD-11

Items 1a - 1c: Self-explanatory

Items 2a – 2d: Enter the employee’s full name, a telephone number where the employee can be reached, email address 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 about the frequency of pay (weekly, biweekly, semi- monthly or other).

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

Items 8 – 12b: Self-explanatory

Items 13 – 15c: These items represent some of the most important information that can be gathered while conducting on-site interviews. Please be specific about the duties you observed the employee performing. It may be easiest to make these observations before initiating the interview. Please record any comments or remarks that may be helpful. For example, if the employee interviewed was working with a crew, how many workers were in the crew? Was the employee evasive?

The level of specificity that is warranted is directly related to the extent to which interview(s) or other observations indicate that there may be violations present. If interviews indicate that there may be underpayments involving a particular trade(s), the interviewer is encouraged to interview as many workers in that trade(s) that are available.

Items 16 – 17b: The information on the form HUD-11 may be reviewed for general compliance, initially. For example, are the job classification and wage rate stated by the employee compatible with the classifications and wage rates on the applicable wage decision? Are the duties observed by the interviewer consistent with the job classification?

Item 18: Please place here any additional information you may want to document or continuing information from other lines that do not fit in their block space.

Once the corresponding certified payroll reports are received, the information on the HUD-11 shall be compared to the payroll reports. Any discrepancies noted between the HUD-11 information and that on the payroll report shall be noted in Item 16, Remarks. If discrepancies are noted, follow-up actions to resolve the discrepancies must be taken.

Previous editions are obsolete Form HUD-11 (03/2025)

05/12/2026 C6 205 of 440

Record of
Employee Interview
U.S. Department of Housing and Urban Development
Office of Davis-Bacon and Labor Standards
OMB Approval No. 2501-0009
(exp. 03/31/2028)
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.

Note: Please ensure responses are legible and easy to read. 1a. Project Name

2a. Employee’s Full Name

1b. Project Number

2b. Employee’s Phone Number (including area code) and Email Address

1c. Contractor or Subcontractor (Employer—not individual’s name or supervisor’s name)

2c. Employee’s Home Address & Zip Code

2d. Verification of identification?
Yes No
3a. How long on this
job and average
weekly hours
worked?

3b. Last date on this
job before today?

3c. Number of hours
last day on this job?

4a. Hourly Rate of Pay

4b. Fringe benefits? 4c. Frequency of
Pay:

Medical Yes No Weekly
Biweekly
Semi-monthly
Other
Pension Yes No

5. Your Job Classification(s) (list all and 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?

8a. Have you provided a copy of your
apprenticeship certificate?

10. Are you paid at least time and ½ (1.5x regular hourly rate) 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 (03/2025)
05/12/2026 C6 206 of 440

Record of
Employee Interview
U.S. Department of Housing and Urban Development
Office of Davis-Bacon and Labor Standards
OMB Approval No. 2501-0009
(exp. 03/31/2028)

18. Additional Remarks

Previous editions are obsolete

Form HUD-11 (03/2025)

05/12/2026 C6 207 of 440

SECTION 3 WORK FORCE BREAKDOWN

7REHFRPSOHWHGE\&RQWUDFWRUDWWKHFRPSOHWLRQRISURMHFW

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.
1305/12/2026 C6 208 of 440

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.
1405/12/2026 C6 209 of 440

866-487-9243
dol.gov/agencies/whd

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 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.

RETALIATION The law prohibits discharging or otherwise retaliating against workers for filing a complaint, cooperating in an investigation, or testifying in a proceeding under the Davis-Bacon and Related Acts.

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.

WORKER RIGHTS

UNDER THE DAVIS-BACON ACT

FOR LABORERS AND MECHANICS

WORKING ON FEDERAL OR

FEDERALLY ASSISTED

CONSTRUCTION PROJECTS
WH1321 REV 07/24

WAGE AND HOUR DIVISION

UNITED STATES DEPARTMENT OF LABOR
The law requires employers to display this poster where workers can readily see it. 05/12/2026 C6 210 of 440

866-487-9243
dol.gov/agencies/whd

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 Davis-Bacon permiten la rescisión del contrato y la exclusión de los contratistas de futuros contratos federales durante 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.

REPRESALIAS La ley prohíbe despedir o tomar represalias contra los trabajadores por presentar una queja, cooperar en una investigación o testificar en un procedimiento bajo la Ley Davis-Bacon y Leyes Relacionadas.

PAGO APROPIADO Si 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 DE LOS TRABAJADORES

BAJO LA LEY DAVIS-BACON
PARA OBREROS Y MECÁNICOS

QUE TRABAJAN EN PROYECTOS
DE CONSTRUCCIÓN FEDERAL O

CON ASISTENCIA FEDERAL
WH1321 SPA REV 07/24
DIVISIÓN DE HORAS Y SALARIOS
DEPARTAMENTO DE TRABAJO DE LOS EE.UU.
o póngase en contacto con la División de Horas y Salarios del Departamento de Trabajo de los EE.UU.

La ley exige que los empleadores coloquen este cartel en un lugar donde los trabajadores puedan verlo fácilmente. 05/12/2026 C6 211 of 440

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. 1705/12/2026 C6 212 of 440

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:
x Public housing residents or
x 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
x Low income is defined as 80% or below the median income of that area. x 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
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What is a Section 3 business?
It is a business that is owned by Section 3 residents or Employs Section 3 residents in full-time positions or subcontracts with businesses, which provide economic opportunities to low income persons. A business seeking to qualify for a Section 3 contracting preference shall certify or submit evidence, if requested, that the business concern is a Section 3 qualified business under 24 CFR Part 135.

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

Administrative/Management
accounting
payroll
research
bookkeeping
purchasing
word processing
Services
appliance repair
florists
marketing
carpet installation
janitorial
photography
catering
landscaping
printing
computer/information
manufacturing
transportation
Construction
architecture
bricklaying
carpentry
cement/masonry
demolition drywall
electrical elevator
construction
engineering fencing
heating
iron works
machine
operation
painting
plastering
plumbing
surveying
tile setting
Section 3 Numerical Goals for satisfying the greatest extent feasible requirement are:
x The Target for New Hires & Training Opportunities is 30% of the aggregate # of newhires. x 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. 1905/12/2026 C6 214 of 440

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
2005/12/2026 C6 215 of 440

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
2105/12/2026 C6 216 of 440

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DAVIS-BACON AND LABOR STANDARDS

AGENCY/CONTRACTOR GUIDE
05/12/2026 C6 217 of 440

AGENCY/CONTRACTOR GUIDE
2 Agency/Contractor Guide
Table of Contents
INTRODUCTION � � � � � � � � � � � � � � � � � � � � � � � 3 KEY LABOR STANDARDS OBJECTIVES OF THE GUIDE � � � � � � 4 BASIC DBA DEFINITIONS � � � � � � � � � � � � � � � � � � � 5 LCA RESPONSIBILITIES � � � � � � � � � � � � � � � � � � � 10 LAWS AND REGULATIONS � � � � � � � � � � � � � � � � � � 11 CONTRACTOR RESPONSIBILITIES � � � � � � � � � � � � � � 21 CONTRACT ADMINISTRATOR RESPONSIBILITIES � � � � � � � 21 LCA FLEXIBILITY FOR LABOR STANDARDS RESPONSIBILITIES � 21

FEDERAL LABOR STANDARDS COMPLIANCE CHECKLIST FOR
DAVIS-BACON COVERED PROJECTS � � � � � � � � � � � � � � 24 REVIEWING PAYROLLS � � � � � � � � � � � � � � � � � � � 24 REPORTING PAYROLLS � � � � � � � � � � � � � � � � � � � 24 PAYROLL COMPLIANCE REVIEWS AND CORRECTIONS � � � � � 24 ADDITIONAL WORK CLASSIFICATION AND WAGE RATES � � � � 33 SANCTIONS AND RESTITUTION � � � � � � � � � � � � � � � 33 APPENDIX � � � � � � � � � � � � � � � � � � � � � � � � � 33

3 -

INTRODUCTION
This Guide has been developed as part of HUD’s communications strategy with its approximately 5,000 client agencies, and contractors performing work on construction projects that are assisted by the U.S.

Department of Housing and Urban Development and subject to Da - vis-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.

While the guidance contained in this Guide is generally applicable to any Davis-Bacon-covered project, specific questions pertaining to di- rect Federal contracts should be addressed to the Contracting Officer who signed the contract for the Federal agency.

This Guide has been designed to help agencies develop organizational and administrative policies that will enable them to meet labor stan - dards contractual responsibilities in the administration of HUD-assist- ed programs as efficiently as possible. It is also useful as a training tool and a ready reference for compliance staff. Further, it may be used by contractors to provide further background. While this Guide is intended to address numerous situations, it was not written to cover every pos- sible labor standards issue. If there is a labor standards issue not ad - dressed in this Guide, please contact your local HUD Labor Standards Specialist (LSS). Throughout this Guide, the acronym “LCA” or “LCAs” shall mean state, tribal, and local agencies.

This Guide also provides information to assist with Davis-Bacon labor standards compliance. HUD’s Office of Davis-Bacon and Labor Stan - dards worked with the U.S. Department of Labor’s Wage and Hour Divi- sion to ensure that the labor standards provisions required to be incor- porated in Davis-Bacon contracts and the specifics of complying with them represent the latest information. The U.S. Department of Labor (DOL) has general administrative oversight of all Federal contracting agencies, such as HUD, which administer the day-to-day responsibili- ties of enforcing Davis-Bacon provisions in construction contracts they either fund or assist in funding.

This Guide contains five main chapters. The first chapter includes basic DBA definitions that affect every Davis-Bacon-covered project.

The second chapter lists the responsibilities of state, tribal, and local contracting agencies that administer HUD programs. The third chapter includes the laws and regulations associated with Federal labor stan- dards administration and enforcement. The fourth chapter describes LCA flexibility for labor standards responsibilities. The fifth and final chapter discusses payroll compliance reviews and corrections.

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 de - termination has already been made that Davis-Bacon wage rates are applicable. If you need assistance in determining whether Davis-Bacon wage rates apply to a project or if you need other related technical as- sistance, please contact the HUD Labor Standards Field staff for your area. If you do not know which staff to contact, a list of Labor Standards field offices with their geographic areas, telephone numbers and email addresses are located on HUD’s Home Page at the address below.

RESOURCE
Visit the Office of Davis Bacon and Labor Standards online:
www.hud.gov/program_offices/davis_bacon_and_labor_stan - dards

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Agency/Contractor Guide

4 KEY LABOR STANDARDS

OBJECTIVES OF THE GUIDE
The Office of Davis-Bacon and Labor Standards has identified five Key Labor Standards Objectives—the basics of what must be accomplished in order to protect workers’ rights. We also identified all the policies, procedures, and paperwork at our disposal—what we do ourselves and what we impose on contractors. HUD eliminated superfluous require - ments and will not institute policies, procedures, or paperwork that is not required by statute or regulation, or that does not contribute to one or more of the Key Objectives.

Apply Davis-Bacon requirements properly
Make certain that labor standards, including Davis-Bacon prevailing wage rates, are applied where required. Ensure that any exemptions or exceptions are identified.

Through education and advice, support con-
tractor compliance with labor standards
Provide basic training and technical support to contractors to ensure that they understand their obligations under prevailing wage and report- ing requirements.

Monitor contractor performance
Perform reviews of certified payroll submissions and other information to help ensure contractor compliance with labor standards provisions and the payment of prevailing wages to workers.

Investigate probable violations and complaints
of underpayment
Thoroughly explore any evidence of violations, especially allegations of underpayment.

Pursue debarment and other available sanc-
tions against repeat labor standards violators
Carry out a zero tolerance policy toward contractors who violate pre - vailing wage laws.

RESOURCE
Program technical guidance
For interpretations of program requirements or handbooks and instructions on the use of forms:

Housing Programs - See our Contact List for help.

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5 BASIC DBA DEFINITIONS
There are several compliance principles, definitions, and interpreta - tions that affect every Davis-Bacon-covered project.

Responsibilities of employers
All employers (contractors, subcontractors, and any lower-tier subcon - tractors) are required to pay all laborers and mechanics employed or working on the site of the work unconditionally and not less often than once per week the full amount of wages and bona fide fringe benefits computed at rates not less than those contained in the wage decision.

Employers must prepare, certify, and submit weekly payroll reports re - flecting all the laborers and mechanics (employees) engaged in con - struction on the site of the work. Employers may also be required to submit related documentation in order to demonstrate compliance.

Responsibilities of the principal (prime)
contractor
The principal contractor (also referred to as the “prime contractor”) is responsible for the full compliance of all employers (itself, subcontrac - tors, and any lower-tier subcontractors) with the labor standards provi - sions applicable to the project.

Prime contractor
The principal contractor.

Subcontractor
All subcontractors and lower-tier subcontractors.

Employer
Any contractor, subcontractor, or lower-tier subcontractor that has en- gaged the services of laborers or mechanics on the project.

To make this Guide easier to understand, the term “prime contractor” will mean the principal contractor; “subcontractor” will mean all sub - contractors including lower-tier subcontractors; and the term “employ- er” will mean all contractors as a group, including the prime contractor and any subcontractors and lower-tier subcontractors.

Laborers and mechanics
Those individuals whose duties are manual or physical in nature, includ- ing workers who are performing the work of a trade (e.g., electrician). “Laborers” and “mechanics” include apprentices, trainees, helpers, and, for contracts subject to the Contract Work Hours and Safety Standards Act (CWHSSA), watchmen and guards.

Working foremen
Foremen or supervisors that perform construction work and devote more than 20% of their time as a laborer or mechanic are treated, for labor standards purposes, as “laborers” or “mechanics” for their time spent working as a laborer or mechanic.

Exclusions
Persons whose duties are primarily administrative, managerial, or cleri- cal are not laborers or mechanics.

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6 Employee
Every person who performs the work of a laborer or mechanic is “em - ployed” regardless of any contractual relationship that may be alleged to exist between a contractor or subcontractor and such person.

Working subcontractors
Persons who perform the work of laborers or mechanics and who represent themselves to be owners of businesses, sole proprietors, or self-employed are not exempt from prevailing wage requirements.

These laborers and mechanics are “employed” and are entitled to the prevailing wage for the type of work they perform, and must be report- ed on the payroll report for their craft, hours of work, and wages paid.

For additional information, see LR-96-01, Labor Standards for Self-Em - ployed Laborers and Mechanics.

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7 Administrative allowances
HUD permits administrative allowances concerning payroll reporting and certification requirements relating to the following:
• Owners of Businesses Working with Their Crew
• Owner/Operators of Power Equipment
• Owner/Operators of Trucks
Apprentice
A person employed and individually registered in a bona fide appren - ticeship program. Bona fide programs are those that have been reg - istered with DOL, Employment and Training Administration, Office of Apprenticeship, or with a DOL-recognized State Apprenticeship Agency (SAA). (Note that an SAA must also partner with a State Apprenticeship Council (SAC). The SAC must consist of an equal number of represen - tatives of employer and employee organizations.)
Probationary apprentice
A person in the first 90 days of probationary employment as an appren - tice in a bona fide apprenticeship program but who has not yet been formally registered in such program may be considered an “apprentice” provided that DOL or SAC has certified that such person is eligible for probationary employment as an apprentice.

Pre-apprentice
A person who is employed as a “pre-apprentice”—that is, in a prepara - tory position which may result in registration in an apprenticeship pro - gram—is not considered to be an “apprentice.”
Trainee
A person registered and receiving on-the-job training in a construction occupation pursuant to a training program approved in advance by the Office of Apprenticeship Training.

Prevailing wages or wage rates
Davis-Bacon prevailing wage rates generally appear as a basic hourly rate plus fringe benefits, if any. “Prevailing wage” is made up of two in- terchangeable components: the basic hourly wage, and fringe benefits.

The total of the basic hourly wage and fringe benefits comprises the “prevailing wage” obligation. This obligation may be met by any combi- nation of cash wages and creditable “bona fide” fringe benefits provid- ed by the employer. For example:

The Davis-Bacon wage decision requires:

Basic Hourly Rate $10.00
Fringe Benefits $1.00
Total Prevailing Wage $11.00
Employers may comply by paying:

1. $11.00 in cash wages;

2. $10.00 plus $1.00 in bona fide fringe benefits; or

3. Any combination of wages and benefits that totals $11.00 per hour.

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8 -
Piece rate/piece work employees
Employees whose earnings are calculated by the amount of work pro - duced (rather than hours worked) must receive no less than the appli- cable DBRA/MWD (Davis-Bacon and Related Acts/Maintenance Wage Determination) wage rate based upon the hours of work performed.

The employer must divide the piece rate earnings by the actual hours worked to determine the “effective” hourly rate. The effective hourly rate must be calculated for each week’s earnings and must be no less than the applicable prevailing wage rate. It does not matter whether the effective hourly rate changes from week to week as long as the result is at least as much as the prevailing wage rate. If the effective hourly rate is less than the applicable prevailing wage rate, the employee must be compensated at the prevailing wage rate for all hours worked.

Fringe benefits
Fringe benefits may include:
• Sick, vacation, or holiday pay;
• Costs to defray expenses of apprenticeship or similar pro - grams;
• Medical or hospital care;
• Supplemental unemployment benefits;
• Life insurance;
• Pensions on retirement or death;
• Compensation for injuries or illness resulting from occupa - tional activity;
• Other bona fide fringe benefits; or
• Insurance to provide any of the above.

MORE INFO
In addition, fringe benefits may reflect the rate of costs to the employer that may be reasonably anticipated in providing bona fide fringe benefits pursuant to an enforceable commitment to carry out a financially responsible program.

MORE INFO
Fringe benefits do not include employer contributions or pay ments required by other federal, state, or local law, such as FICA (Federal Insurance Contributions Act), workers’ compensation, or unemployment compensation.

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9 Overtime
Overtime (O/T) hours are defined as all hours worked in excess of 40 hours in any workweek. Where governed by Federal labor standards, O/T hours shall be compensated at not less than one and one-half times the regular rate of basic pay plus the straight-time (S/T) rate of any required fringe benefits.

Deductions
The employer may make payroll deductions as permitted by DOL regu - lations in 29 CFR Part 3. These regulations prohibit the employer from requiring employees to “kick back” any of their earnings. Deductions may include employee obligations for income taxes, Social Security payments, insurance premiums, retirement contributions, savings ac - counts, 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 (which will require documentation).

Site of work
The “site of work” is limited to the physical place or places where the construction called for in the contract will remain when work on it has been completed. “Site of work” includes other adjacent or nearby prop - erties used by the contractor/subcontractor in the construction of the project (e.g., fabrication sites) provided they are dedicated exclusively or nearly so to the performance of the contract or project, and are so located in proximity to the actual construction location that it would be reasonable to include them.

Proper designation of trade
Each laborer and mechanic shall be classified in accordance with the work classifications listed on the wage decision and the actual type of work they perform and shall be paid the appropriate wage rate and fringe benefits for the 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 the employer 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.

Split classification
Laborers and mechanics that perform work in more than one classifi- cation may be compensated at the rate specified for each classification provided that the employer maintains time records that accurately set forth the time spent in each classification in which the work was per- formed. If accurate time records are not maintained, the employee shall be compensated at the highest of all wage rates for the classifications in which work was performed.

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10 LCA RESPONSIBILITIES
State, tribal, and local contracting agencies (LCAs) that administer HUD programs agree to administer and enforce Davis-Bacon requirements as a condition for receiving HUD program assistance. LCAs have the following responsibilities:

1. Designate appropriate staff (e.g., a Contract Administrator) before the start of construction to ensure compliance with all applicable labor standards requirements and to act for and in liaison with HUD. Provide the name(s) of the staff to the appropriate HUD Field Office of Davis-Bacon and Labor Standards.

2. Establish a construction contract management system that meets the standards of 2 CFR Part 200 Uniform Administrative Re - quirements, Cost Principles, and Audit Requirements for Federal Awards.

3. Ensure that all bid documents, contracts, and subcontracts con - tain the applicable Davis-Bacon wage decision and Federal labor standards provisions.

4. Ensure that no contract is awarded to a contractor that is ineligible (e.g., debarred) for Federally-assisted work.

5. Conduct on-site inspections including interviews with laborers and mechanics employed on the construction project. Ensure that the applicable Davis-Bacon wage decision, DOL’s Davis-Bacon poster (Form WH-1321), and additional classifications are displayed at the job site.

6. Review certified payroll reports (CPRs) and related documenta- tion. Identify any discrepancies and/or violations. Ensure that any needed corrections are made promptly, including the payment of wage restitution as needed, and the assessment and collection of liquidated damages, as appropriate.

7. Maintain full documentation of Federal labor standards adminis- tration and enforcement activities.

8. Refer potential criminal or complex enforcement actions to HUD, in addition to CWHSSA liquidated damages assessments for O/T violations and debarment recommendations.

9. Comply with all HUD requirements concerning statutory, program, and/or other requirements.

10. Prepare Federal labor standards enforcement reports as required in DOL regulations (29 CFR Part 5, § 5.7).

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11 LAWS AND REGULATIONS
The Davis-Bacon Act (DBA)
The DBA, enacted in 1931, applies to contracts in excess of $2,000 for construction, alteration, and/or repair of public buildings or public works, including painting and decorating, to which the United States or the District of Columbia is a party. This type of applicability is referred to as direct Davis-Bacon Act or DBA coverage. An example of DBA cov- erage is when HUD contracts directly for repairs to HUD-owned prop - erties. HUD’s Office of the Chief Procurement Officer manages these types of contracts. The DBA requires that the advertised specifications for such contracts contain a provision stating that the minimum wages to be paid to various classes of laborers and mechanics must be based upon the wages found to be prevailing by the Secretary of Labor.

Most HUD construction work is not covered by the DBA since HUD does not usually contract directly for construction work. Rather, Davis-Bacon wage rates apply to HUD programs because of prevailing wage require - ments expressed in HUD “Related Acts” such as the U. S. Housing Act of 1937 and the Housing and Community Development Act of 1974, as amended. The Related Acts (referred to throughout this Guide as the Davis-Bacon and Related Acts or DBRA) are discussed further in Sec - tion 5.9.

The DBA includes provisions that:

1. Require the contractor or subcontractor to pay all mechanics and laborers at least once per week;

2. Prohibit contractors or subcontractors from taking deductions or rebates from wages earned by laborers and mechanics;

3. Require the contractor or subcontractor to pay Davis-Bacon wages to all laborers and mechanics employed on the site of the work regardless of their skill level, and regardless of any contractual relationship alleged to exist between the laborers and mechanics and the contractor or subcontractor;

4. Require the contractor or subcontractor to post the scale of wag- es to be paid (i.e., the applicable Davis-Bacon wage decision) in a prominent and accessible place at the work site;

5. Define prevailing wages to include fringe benefits;

6. Permit the withholding of payments due to the contractor on ac- count of wage restitution that may be found due to the laborers and mechanics;

7. Permit the payment of wage restitution from amounts withheld from contract payments;

8. Permit the termination of the contract where it is found that any laborer or mechanic is underpaid; and

9. Permit the debarment of persons or firms found to have disregard- ed their obligations to employees and subcontractors.

The Contract Work Hours and
Safety Standards Act (CWHSSA)
The CWHSSA applies to both direct federal contracts and to feder- ally-assisted contracts where those contracts require or involve the employment of laborers and mechanics and where federal wage stan- dards (e.g., Davis-Bacon or HUD-determined prevailing wage rates) are applicable. CWHSSA provisions apply to all laborers and mechanics, in- cluding watchmen and guards, employed by any contractor or subcon- tractor. CWHSSA also applies to maintenance laborers and mechanics employed by contractors or subcontractors engaged in the operation of Public Housing Agencies (PHA), Tribally Designated Housing Entities (TDHE), and Indian Housing Agencies (IHA) developments.

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12 CWHSSA O/T provisions do not apply to laborers and mechanics em - ployed directly by PHAs or IHAs. However, O/T provisions generally ap - ply to these workers under the Fair Labor Standards Act (FLSA). HUD does not have authority to enforce FLSA violations. Refer complaints of FLSA violations to DOL, Wage and Hour Division.

CWHSSA provides that all O/T hours (defined as hours worked in ex- cess of 40 during any workweek on the CWHSSA-covered project site) must be compensated at a rate not less than one and one-half times the regular basic rate of pay. Where CWHSSA O/T provisions are appli - cable, compensatory time in lieu of premium pay for O/T hours is not permissible. In the event of O/T violations, the CWHSSA renders the contractor liable to the underpaid workers for wage restitution and to the United States Government for liquidated damages computed per person per day at a rate that DOL publishes annually. It is a federal crim - inal misdemeanor to intentionally violate CWHSSA standards.

Exemptions:
• CWHSSA O/T provisions do not apply where the federal assis- tance is only in the nature of a loan guarantee or insurance. • CWHSSA O/T provisions do not apply to prime contracts of $100,000 or less.

RESOURCE
DOL posts current fines at:
https://www.dol.gov/whd/govcontracts/cwhssa.htm#cmp

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13 The Copeland Act (Anti-Kickback Act)
The Copeland Act concerns three facets of prevailing wage compliance:

1. The “anti-kickback” provision prohibits contractors and subcon - tractors from inducing an employee working on a covered contract to give up any part of the compensation to which he or she is en - titled. Violations are a criminal offense and are punishable by a $5,000 fine or imprisonment up to five years, or both.

2. Associated DOL regulations restrict payroll deductions to those that are permissible without DOL approval as explained at 29 CFR § 3.5; deductions that require advance DOL approval are explained at 29 CFR § 3.6.

3. The Act requires the submission of weekly CPRs accompanied by a Statement of Compliance by all contractors and subcontractors engaged in such construction, prosecution, completion, or repair.

The willful falsification of a CPR or statement of compliance may subject the employer to civil or criminal prosecution under § 1001 of Title 18 and § 3729 of Title 31 of the United States Code (USC), and may also be a cause for debarment.

Exemptions:
• Copeland Act CPR requirements are applicable only where Da- vis-Bacon (DBA or DBRA) prevailing wage provisions are appli- cable.
• Copeland Act anti-kickback provisions do not apply where the only federal assistance is a loan guarantee.

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14 The Fair Labor Standards Act (FLSA)
The FLSA governs matters such as federal minimum wage rates and O/T. These standards are generally applicable to any labor performed and may be pre-empted by other (often more stringent) federal stan - dards such as the DBRA prevailing wage requirements and CWHSSA O/T provisions. The authority to administer and enforce FLSA provi- sions resides solely with DOL.

Portal-to-Portal Act (PA)
The PA applies to the DBA and prevents the commencement of any court suit for unpaid S/T wages more than two years after performance of the work (three years in the case of willful violations), where permissi - ble under the law. However, DOL’s position is that the PA does not apply to administrative actions initiated through Administrative Law Judge (ALJ) hearing procedures; thus, the PA does not preclude corrective ad - ministrative action after two (or three) years.

The PA does not apply to federally-assisted (DBRA) projects. Instead, the various State statutes of limitations apply to such projects in private actions where they are judicially determined to be permissible under the law. The Federal six-year statute of limitations applies in government enforcement actions.

McNamara-O’Hara Service Contract Act (SCA)
The SCA governs maintenance and other service work and applies when the Federal Government or the District of Columbia contracts di- rectly for such services and the value of the contract exceeds $2,500.

SCA coverage in HUD programs is limited because HUD infrequently enters into direct contracts for services in the administration of its pro - grams. By way of example, however, a contract for maintenance service at an HUD-owned multifamily property would be covered by the SCA.

Like DBA contracts, SCA contracts are managed under the auspices of HUD’s Office of the Chief Procurement Officer. SCA enforcement au- thority resides solely with DOL.

Davis-Bacon Regulations
DOL has published rules and instructions concerning Davis-Bacon and other labor laws in the Code of Federal Regulations (CFR). These reg- ulations can be found in Title 29 CFR Parts 1, 3, 5, 6, and 7. Part 1 ex- plains how DOL establishes and publishes DBA wage determinations (also referred to as wage decisions) and provides instructions on how to use the determinations. Part 3 describes Copeland Act requirements for payroll deductions and the submission of weekly CPRs. Part 5 cov- ers the labor standards provisions that are in contracts relating to Da- vis-Bacon Act wage rates and the responsibilities of contractors and contracting agencies to administer and enforce the provisions. Part 6 provides for administrative proceedings enforcing Federal labor stan- dards on construction and service contracts. Finally, Part 7 sets param- eters for practice before the Administrative Review Board. These regu- lations are used as the basis for administering and enforcing the laws.

DOL Regulations are available online: www.ecfr.gov/current/title-29

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15 Construction Contract Provisions and
Labor Standards Administration
Labor standards administration involves the activities that take place primarily before construction begins. Administration sets the stage for the compliance activities that occur during the construction phase. The first and sometimes most difficult step is determining whether and to what extent Davis-Bacon wage standards apply to a particular contract or project. The Factors of Labor Standards Applicability (see Appendix II-6) should be helpful. Most HUD-assisted construction work is cov- ered by Davis-Bacon, but there are some exceptions. The best and saf- est approach is to first assume that Davis-Bacon requirements will be applicable whenever the contract/project involves construction work valued in excess of $2,000, then look more closely to see if there is any reason for non-coverage. Each contract subject to Davis-Bacon labor standards requirements must contain labor standards clauses and a Davis-Bacon wage decision. These documents are normally wound into the contract specifications.

The labor standards clauses
The contract for construction is the vehicle to ensure contractor com - pliance and Davis-Bacon wage enforcement. Therefore, the bid speci- fications and/or the contract for each project subject to Davis-Bacon wage rates must contain both a Davis-Bacon wage decision and labor standards clauses. The labor standards clauses describe the responsi- bilities of the contractor concerning Davis-Bacon wages and obligate the contractor to comply with the Davis-Bacon wage and reporting re - quirements and with the O/T provisions of the CWHSSA (applicable only when the prime contract is valued at over $100,000).

The labor standards clauses also provide for remedies in the event of vi- olations, including the withholding of payments due to the contractor to ensure the payment of wages or liquidated damages that may be found due, and sanctions should violations occur. These contract clauses en- able 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-92554M, Supplementary Conditions Of The Contract for Construction, which is issued primarily for FHA (Feder- al Housing Administration) multifamily housing and other construction projects administered by HUD; the HUD-4010, Federal Labor Standards Provisions, which is used for CDBG (Community Development Block Grant) and HOME (HOME Investment Partnerships Program) projects; and the HUD-5370, General Conditions for Construction Contracts (construction contracts >$150,000) or the HUD-5370-EZ, General Con- tract Conditions for Small Construction/Development Contracts (con- struction contracts >$2,000 but ≤$150,000) which are used for Public and Indian Housing projects. These should be wound into the contract specifications or incorporated by specific reference in the bid/contract documents (see Labor Relations Letter 96-03).

RESOURCE
A fillable version of this form is available online at HUDClips www.hud.gov/program_offices/administration/hudclips/forms Contact the contract administrator monitoring the project for assistance with a Project Wage Rate.

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16 Specific Davis-Bacon Related Act (statute)
for the program involved
Related Acts are program statutes that contain provisions requiring compliance with the wages that the Secretary of Labor finds to be pre - vailing pursuant to the Davis-Bacon Act. These are commonly referred to as the Davis-Bacon and Related Acts or DBRA.

HUD Related Acts include (but are not limited to) the:
• National Housing Act;
• U. S. Housing Act of 1937;
• Housing and Community Development Act of 1974;
• National Affordable Housing Act of 1990; and
• Native American Housing Assistance and Self-determination Act of 1996, each as amended.

Many of the labor provisions in HUD Related Acts contain applicabili- ty thresholds based upon the number of dwelling units involved. Some thresholds are based upon the amount of HUD assistance or the use of HUD funds or assistance. In addition, most HUD Related Acts contain exemptions from prevailing wage coverage for bona-fide volunteers. It is important for DBLS and LCA staff to be familiar with the statutory provisions and how these are interpreted.

The labor provisions found in current HUD Related Acts are excerpted for reference in Appendix II-1 to this Guide. Applicability factors relating to specific HUD Related Acts are in Appendix II-6.

Labor Standards Letters
This special directives series is designed to provide current and thor- ough guidance on Davis-Bacon issues in HUD programs. Popular top - ics include Davis-Bacon applicability, and prevailing wage requirements concerning self-employed laborers and mechanics. Labor Standards Letters are available online at the Davis-Bacon and Labor Standards Library: www.hud.gov/program_offices/davis_bacon_and_labor_stan- dards/olr_lrl
HUD Guides
These Guides complement the guidance and instructions provided in HUD Handbook 1344.1, Federal Labor Standards Compliance in HUD Programs. These Guides are also available at the Davis-Bacon and La- bor Standards Library.

Davis-Bacon Wage Decisions
The term “wage decision” includes the original decision and any subse - quent decisions that modify, supersede, correct, or otherwise change the provisions of the original decision. The term “wage decision” is used within this Guide to mean the Davis-Bacon wage decision. The terms “wage decision” and “wage determination” are used interchangeably. A wage decision is a schedule of construction work classifications, wage rates, and fringe benefits that represent the minimum rates that must be paid to workers employed in those classifications. Wage decisions are established for defined geographic areas, usually by county

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17 -
or group of counties, and four general characters of construction work.

Davis-Bacon Wage Decisions
The term “wage decision” includes the original decision and any subse - quent decisions that modify, supersede, correct, or otherwise change the provisions of the original decision. The term “wage decision” is used within this Guide to mean the Davis-Bacon wage decision. The terms “wage decision” and “wage determination” are used interchangeably.

A wage decision is a schedule of construction work classifications, wage rates, and fringe benefits that represent the minimum rates that must be paid to workers employed in those classifications. Wage deci- sions are established for defined geographic areas, usually by county or group of counties, and four general characters of construction work.

RESOURCE
All current Davis Bacon wage decisions can be accessed online at no cost at www.sam.gov
Character of work
There are four basic categories (or characters) of wage decisions based on the type of construction. DOL established these categories and provides details of each one in All Agency Memoranda Nos. 130 and 131. DOL provides further guidance in All Agency Memorandum 236, Prevailing Wage Resource Book, and Field Operations Handbook, Chapter 15. The four categories include:

1. Residential: Residential construction includes the construction, alteration, or repair of single-family houses or apartment buildings of no more than four stories in height. This typically includes all incidental items unless there is an established area practice to the contrary.

Incidental items are elements of a project whose function is to support the principal purpose and do not change the overall character of work.

Examples of incidental items include sidewalks and handrails installed to support residential or building projects. While sidewalks intrinsical- ly constitute “highway” construction, this element considered in con- junction with a residential or building project becomes incidental to the principal purpose of the construction and is subject to the same wage decision that applies to the principal purpose.

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18 Character of work (continued)

2. Building: Building construction generally is the construction of sheltered enclosures with walk-in access for the purpose of hous - ing persons, machinery, equipment, or supplies. This category in - cludes buildings exceeding four stories in height that have housing units and buildings of four stories or less that do not have housing units. This category also includes incidental items such as grad - ing, sidewalks, and utilities. Building examples include high-rise apartment buildings, nursing homes and convalescent facilities, community centers, fire stations, commercial buildings, parking garages, and dormitories.

3. Highway: Highway construction includes the construction, alter- ation, or repair of roads, streets, highways, alleys, parking areas, and other similar projects not incidental to the main category of construction, which is either residential or building for housing de - velopment projects.

4. Heavy: Heavy construction includes those projects that are not properly classified as “residential,” “building,” or “highway.” Some examples include antenna towers, canals, landscaping, drainage and irrigation projects, permanent erosion control, storm sewers, and storage tanks.

General wage decisions
Most Davis-Bacon wage decisions are general wage decisions. DOL usually publishes these annually and may modify or supersede them throughout the year. LCAs and HUD Labor Standard Specialists (LSS) may use general wage decisions without advance notice or approval from DOL. Most Davis-Bacon wage decisions are available as published general wage decisions.

General wage decisions and project wage decisions may be modified from time to time to keep them current, correct errors, and for other purposes. Modifications may be limited to one or more particular work classifications and wage rates. Modifications are effective to a project if HUD or an LCA receives them, or if notice of the modification is pub - lished at www.sam.gov prior to the lock-in date. Modifications to a proj- ect wage decision expire on the same date as the original project wage decision. A modification to a general wage determination remains in effect until it is superseded by a subsequent modification, or the origi- nal general wage decision is superseded or cancelled.

Project wage decisions
If an appropriate wage decision (by location, character of work, or spe - cific trade required) is not published in the general wage decisions, a project wage decision shall be requested from DOL. Project wage deci- sions are applicable only to the construction work specified on the re - quest to DOL and listed on the front page of the wage decision. Project wage decisions are valid for 180 days from the date of original issuance by DOL. The issuance and expiration dates will be indicated on the front page of the wage decision. Like general wage decisions, project wage decisions may be modified.

A project wage decision may be applicable even though a general wage determination is published which covers the geographic location and character of work involved. For example: A project involves only roof replacement on a 4-story apartment building and the only classification needed for the entire contract is a roofer.

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Project wage decisions (continued)
A general wage decision is published for residential construction in the county in which the project is located; however, the general wage deci- sion does not include a roofer classification and wage rate. In this case, the general wage decision is not relevant to the roof replacement and a project wage decision may be requested from DOL.

RESOURCE
General wage decisions and modifications are available at www.sam.gov
This is the only online location endorsed by DOL. Project wage decisions must be requested on a case by case basis from DOL.

Project wage decisions, as needed
The LCA or LSS shall submit a completed SF-308, Request for Wage Determination And Response to Request, to the DOL National Office, allowing 30 days for receipt of the project wage decision from DOL.

Selecting the correct wage decision
The responsible contracting officer (also referred to as the contract ad - ministrator) selects and assigns wage decisions to specific contracts or projects. For HUD-administered projects (e.g., FHA-insured mul - tifamily development), the responsible contracting officer is the LSS.

In addition, the LSS provides technical support and oversight to LCAs administering HUD programs in selecting and assigning appropriate wage decisions. Determining wage decisions is dependent upon the geographic location and the character of work (Residential, Building, Highway, and/or Heavy) assigned to the project.

A request for additional classification and wage rates may be made only after contract award. The request must originate with the contractor/ employer and must be submitted by the LCA to DOL.

MORE INFO
Conformances (additional classifications)
At times, the wage decision will not contain some of the work classification and wage rates that are needed for the construc tion work. In these cases, send a form SF 1444 to DOL at [email protected]

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Conformances (additional classifications)
Conformances (additional classifications)
At times, the wage decision will not contain some of the work classifica - tion and wage rates that are needed for the construction work.

RESOURCE
In these cases, send a form SF 1444 to DOL at
[email protected]
A request for additional classification and wage rates may be made only after contract award. The request must originate with the contractor/ employer and must be submitted by the LCA to DOL.

Verify contractor eligibility
Once the LCA has selected the contractor to whom they wish to award the contract, the LCA must verify that the contractor is not ineligible (e.g., debarred) from participation in Federal programs. Only the eli- gibility of the prime contractor needs to be verified. The U.S. General Services Administration (GSA) maintains a list of ineligible contractors, which can be accessed online at www.sam.gov .

An additional classification and wage rate will be approved by DOL where:

1. The requested work classification is used in the area of the project by the construction industry;

2. The work that will be performed is not performed by a work classi- fication already contained in the wage decision;

3. The proposed wage rate bears a reasonable relationship to the wage rates on the wage decision; and

4. The workers that will be employed in the requested work classifi- cation (if known) or the workers’ representatives (if any) agree with the proposed wage rate.

Provide contractor training
The LCA must make certain that the contractor understands its re - sponsibilities for Davis-Bacon compliance: The principal contractor is responsible for the full compliance of all employers (the contractor, subcontractors, and any lower-tier subcontractors) with the labor stan- dards provisions applicable to the project. LCAs may also wish to pro - vide formal training separate from the contracting process for contrac- tors that are interested in performing work on HUD-assisted contracts and want to learn more about what is involved.

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21 CONTRACTOR RESPONSIBILITIES
See Section 4 in the Contractor Addendum.

CONTRACT ADMINISTRATOR

RESPONSIBILITIES
See Section 5 in the Contractor Addendum.

LCA FLEXIBILITY FOR LABOR

STANDARDS RESPONSIBILITIES
While some aspects of labor standards administration are inflexible, such as which wage decision is applicable to a specific project, the fol - lowing aspects are not. For these, HUD leaves the preference of how to achieve end results with the LCA.

LCAs may hold preconstruction conferences for
labor standards purposes.

HUD acknowledges that there are many good reasons to hold a pre - construction conference (PCC), and these conferences are strongly encouraged in order to have the opportunity to discuss topics such as construction inspections, progress and contractor payment require - ments, Section 3 employment and training, and other issues particular to the project. However, HUD has determined that the time and resourc - es used to conduct and document PCCs for labor standards purposes do not yield measurably better results.

Many contractors have prior Davis-Bacon contract experience and have demonstrated successful performance. These contractors do not re - quire the repetitive basic training that is provided at most PCCs. Con - tractors new to Davis-Bacon projects that understand the basic require - ments and choose not to comply will likely not be persuaded to fully comply just because they attended a PCC.

LCAs may prepare Project Wage Rate Sheets
Some general wage decisions cover large areas (e.g., several counties or different characters of construction) and may contain wage rates that do not apply to the contract/project to which the wage decision applies. Such wage decisions can be difficult to decipher and confusing to contractors and subcontractors, and to the workers reviewing the wage decision to determine whether they are being paid correctly. For ease of reference for the LSS/LCA, the prime contractor and any sub - contractors, and the workers, the LSS/LCA may prepare a form HUD - 4720, Project Wage Rate Sheet, which should reflect the most common- ly used work classifications and wage rates as contained in the wage decision applicable to the project. The Project Wage Rate Sheet should be prepared only after the wage decision has been “locked-in” by con- tract award or start of construction, as applicable. The Project Wage Rate Sheet does not replace the wage decision; it is only provided as a convenience. If there is a conflict between the Project Wage Rate Sheet and the wage decision, the wage decision prevails.

LCAs can prepare a Project Wage Rate Sheet for contracts using the onscreen fillable versions in either the HUD Forms or DBLS websites.

HUD DBLS staff is available to provide assistance to LCAs in preparing Project Wage Rate Sheets. HUD strongly recommends incorporation of the full wage decision text into bid solicitations and contracts, either in hard copy or by specific reference.

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22 LCAs may develop their own
labor standards file system
HUD believes that LCAs can best determine how to maintain their files provided that certain minimum requirements are met. The minimum requirements include compliance with DOL regulations that certified payrolls and basic records relating to the payrolls be preserved for no less than three years after completion of the project and the resolution of any enforcement actions that may carry over after completion. In addition, the files must be maintained in such a way that the LCA can utilize them to demonstrate its own compliance with its labor standards administration and enforcement responsibilities. For example, the LCA must, at HUD’s request, demonstrate how it has documented that the eligibility of the prime contractor was verified for each contract.

LCAs may target on-site interviews
with laborers and mechanics
HUD is interested in using on-site interviews as a proactive enforcement tool rather than to meet a “representative sampling” quota. Instead of conducting interviews randomly for the sake of assembling a sample, LCAs are encouraged to target interviews to projects or groups of work- ers where violations are suspected or alleged. In this way, on-site inter- views can be used to support a specific ongoing enforcement action.

HUD realizes that this approach may mean that fewer on-site interviews may be conducted randomly; HUD considers targeting a far more effi - cient and effective means of utilizing on-site interview resources.

LCAS may limit payroll reviews to spot-checks
and HUD-11 (Employee Interview Form)
comparison
The goal: to detect falsification. HUD believes that serious violations involving underpaid workers and significant wage restitution may be overlooked because the contract administrator is overtasked with HUD-mandated payroll review minutiae. HUD recognizes that it is not possible to conduct payroll reviews in 100% of cases; therefore, it is not possible to identify and correct every discrepancy and underpayment.

It is also the case that the violations disclosed behind falsified payrolls are much more egregious (both in terms of affected workers and the amount of underpayment) than violations that appear on the face of the payroll records. Accordingly, HUD has prioritized payroll reviews so that the objective is to detect falsification, and so that enforcement ac- tivities will yield the greatest impact. HUD has developed guidance on how to detect falsification through spot-checks and HUD-11 interview comparison. (See Willful Violations and Falsification Applicability in Ap - pendix III-1.)

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LCAS may limit payroll reviews to spot-checks and HUD-
11 (Employee Interview Form) comparison (continued)
Routine payroll review results may be communicated to the prime con - tractor by telephone and documented with a record in the file. Many times, the types of deficiencies that come to the attention of the con - tract administrator can be handled more efficiently and just as effec - tively with good informal communication (e.g., a telephone call, email, etc.) with the employer/prime contractor rather than with formal letters.

Examples of the types of issues that could easily be addressed infor- mally—assuming the cooperation of both sides—include a missing pay- roll report or missing apprenticeship certificates, requests for employ- ee authorizations for deductions, small underpayments that appear on the face of the payroll, and similar matters. With the prime contractor’s cooperation, these matters can be disposed of quickly with a telephone call and a brief note to the contract file documenting the call. If the em - ployer/prime contractor does not respond appropriately to this type of communication, it may be necessary to resort to more formal means.

RESOURCE
The Department of Housing and Urban Development (HUD) one stop forms resource page.
www.hud.gov/program_offices/administration/hudclips/forms

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FEDERAL LABOR STANDARDS

COMPLIANCE CHECKLIST FOR

DAVIS-BACON COVERED PROJECTS

RESOURCE
See LCA DBRA Checklist online at the link below:
https://www.hud.gov/program_offices/davis_bacon_and_la - bor_standards/OLRLibrary

REVIEWING PAYROLLS
See Section 7 in the Contractor Addendum.

REPORTING PAYROLLS
See Section 8 in the Contractor Addendum.

PAYROLL COMPLIANCE

REVIEWS AND CORRECTIONS
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. DOL may also independently conduct its own reviews (see

10.2.2 in the Contractor Addendum). In addition, the contract adminis - trator will periodically review payrolls and related submissions, com - paring the interview information to the payrolls, to ensure that the labor standards requirements have been met. Contractors will be notified by the contract administrator if these reviews find any discrepancies or errors, and will be given instructions about what steps must be taken to correct any problems.

On-site interviews
Every employer (contractor, subcontractor, etc.) must make their em- ployees available for interview at the job site with the contract admin- istrator or other agency representative (or HUD or DOL representative).

The interviews are confidential and the employees will be asked about the number of hours they work, 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 ongoing work. The inter- viewer will record the interview information, usually on a form HUD-11, Record of Employee Interview, and forward the interviews to the con- tract administrator. Completed HUD-11s must be compared to the cor- responding contractor and subcontractor certified payrolls to test and verify the accuracy of the payroll information.

RESOURCE
HUD 11 forms are available online in English and in Spanish in a fillable format via the HUD Forms website ( www.hud.gov/pro - gram_offices/administration/hudclips/forms) and at the DBLS website ( www.hud.gov/program_offices/davis_bacon_and_la - bor_standards/olrform).

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25 Project payroll reviews
The contract administrator will compare the information on the inter- view 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 adminis- trator 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, that apprentice and trainee certifications are submitted (where needed), that employee or other authorizations for other deductions are submitted (where need - ed), etc. Contract administrators should be particularly alert for indi - cations of payroll falsification—misinformation on payrolls to conceal underpayments. Falsification on payrolls indicates that a contractor or subcontractor is aware of its obligations, is knowingly underpaying its employees, and is attempting to avoid detection of the violations. See Appendix III-1 for an explanation of willful violations and falsification indicators.

Typical payroll errors and required corrections
Contract administrators must ensure the full correction of all discrep - ancies disclosed during compliance monitoring conducted by the LCA, HUD, or DOL. This includes the collection of documentation to demon - strate that corrective measures have been successfully completed.

They must:

1. Examine and resolve probable violations and complaints of un- derpayment. Contract administrators must explore probable vi- olations—particularly those involving falsification of payrolls and complaints alleging underpayments. In addition to the HUD-11, Record of Employee Interview, HUD has developed a question- naire form (HUD-4730) and a complaint intake form (HUD-4731) for HUD and LCA use. The forms are available in onscreen fillable formats at the HUD forms website and via the DBLS website;

2. Refer complex issues and/or falsification cases to HUD or DOL.

Some issues may be more complex than LCAs are able to address.

HUD encourages LCAs to consult with the LSS for their area to secure appropriate guidance and support. HUD has decided, in consultation with DOL, that it will refer to DOL cases involving fal- sification of payrolls or related documents for DOL investigation.

HUD strongly suggests that LCAs employ this strategy for cases involving falsification;

3. Take steps to ensure the full resolution of any monetary liability that has or may be imposed for labor standards reasons. Con- tract administrators must take prompt action to ensure that funds will be available to satisfy any labor standards liability that may be imposed. Actions include the withholding of contract payments due to the contractor and requiring funding for an escrow account to guarantee the satisfaction of any restitution and/or liquidated damages assessment that may be pending at contract closeout;

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26 Typical payroll errors and required corrections
(continued)

4. Recommend debarment against repeat violators. HUD has imple - mented a zero tolerance policy against contractors who are repeat violators of Davis-Bacon labor standards. The first time an em - ployer is found in violation, the employer is required to pay full res - titution to all affected workers and to pay any CWHSSA liquidated damages (for O/T violations) that may be assessed. In addition, the employer must provide written assurance of future compliance. If the employer promptly completes these corrective actions, HUD will not object if the LCA does not recommend debarment against the employer unless there are extenuating circumstances that war- rant debarment. If the employer is found in violation again, the LCA must require full correction of any underpayments and payment of CWHSSA liquidated damages assessed. A debarment recom - mendation made by the LCA against the employer is expected; and

5. Prepare and submit enforcement reports. In accordance with DOL regulations (29 CFR Part 5, § 5.7), the contract administrator must prepare and submit to HUD an enforcement report in any case where an employer (contractor or subcontractor) has underpaid its employees by $1,000 or more or where there is reason to be - lieve that the violations are aggravated or willful, and prepare and submit to HUD semi-annual enforcement reports concerning all Davis-Bacon labor standards administration and enforcement ac - tivities involving all HUD-assisted programs. Enforcement reports cover wage underpayments by contractors and subcontractors.

Note that enforcement reports concern only wage violations associat- ed with projects or contracts subject to the labor standards provisions of the DBRA.

Employer-specific enforcement reports
These enforcement reports are used for three general purposes. First, to report to the Secretary of Labor on Davis-Bacon enforcement ac- tions successfully completed in the field by all federal, state, and local agencies. Second, to refer to the Wage and Hour Administrator inves- tigative findings that are in dispute (e.g., where the employer contests findings of underpayment made against it and requests a hearing to appeal the findings). Third, to make recommendations for debarment and other sanctions and for recommendations concerning liquidated damages computed for CWHSSA O/T violations. (See Labor Relations Letter LR-92-02 for additional guidance concerning employer-based en- forcement reports.)

6. Semi-Annual Enforcement Reports. HUD is required to furnish to DOL semi¬-annual reports (SARs) concerning the volume of DBRA-covered activities and the compliance and enforcement of DBRA labor standards provisions in HUD programs. The reports are due to DOL by April 30 and October 31 of each calendar year and cover the periods of October 1 through March 31 and April 1 through September 30, respectively. (See DOL regulations at 29 CFR § 5.7(b) and All Agency Memorandum 189.)

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-
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Typical payroll errors and
required corrections (continued)
To prepare the SAR, HQLS (Headquarters Office Davis-Bacon and Labor Standards) collects data from the LSIS (Labor Standards Information System) and from each RLSO (Regional Labor Standards Officer), and then submits the report to DOL, which accepts electronic submittals of the semi-annual reports in lieu of paper copies at SemiAnnualReport@ DOL.gov. HUD collects the reports from its client agencies and compiles a comprehensive report to DOL covering all HUD-assisted Davis-Bacon construction activity. The report may be completed onscreen, saved, and attached to an email message for submission purposes.

RESOURCE
A copy of the Semi Annual Report form (HUD 4710) and instruc tions (HUD4710i) for LCAs and are available at HUDClips (www. hud.gov/program_offices/administration/hudclips/forms) and at the Davis Bacon and Labor Standards Forms page (www. hud.gov/program_offices/davis_bacon_and_labor_standards/ olrform).

MORE INFO
States may report directly to DOL, as the state chooses. PHAs, IHAs, and TDHEs should send data for Davis Bacon projects only; data relating to HUD determined maintenance wage rate projects or projects subject to Tribally determined wage rates (for construction or maintenance work) should not be included.

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28 Common errors
The following paragraphs describe common payroll errors and the cor- rective steps that must be taken.

Inadequate payroll information
If an alternate payroll format used by an employer (such as some com - puter payrolls) is inadequate (e.g., does not contain all 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.

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 work- ing on the project. Otherwise, the employer will be asked to submit a correction certified payroll.

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.

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 ac - cordance with the wage decision, or the employer may request an ad- ditional classification and wage rate (see Section 9 in the Contractor Addendum). 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 Section 10 in the Contractor Ad- dendum for instructions about wage restitution).

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.

Indications of falsification on payrolls
The greatest threat to construction workers entitled to a statutori- ly-mandated prevailing wage for their craft is from employers who know what is required, choose not to pay the required prevailing wage rates, and falsify CPRs to conceal the underpayments. Such willful violators see the workers’ underpayment as their own gain and engage in decep- tion to increase this gain. In addition, willful violators that successfully escape detection and are not required to pay prevailing wages will con- tinue to bid on Davis-Bacon contracts until their violations are disclosed and administrative sanctions such as debarment are imposed.

Falsification indicators
HUD has prepared a list and explanation of four common falsification indicators that are detectable during payroll “spot-checks.”

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29 Information reported on payrolls that indicate falsification suggests willful, much more serious violations in terms of the amount of back wages that may be due and the number of employees affected.

Such cases most often warrant investigation, which can include on-site interviews, mailing questionnaires to employees, taking written state - ments or complaints, and other methods to gather and assess the facts of the case. See Appendix III-1 for an explanation of willful violations and falsification indicators.

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 ex- cess 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.

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

1. If the project is subject to CWHSSA O/T requirements, the employ- er will be asked to pay wage restitution for all O/T hours worked on the project.

The employer may also be liable to the United States for liquidated dam- ages computed at $26 per day per violation, and indexed to increase annually. Or,

2. If the project is not subject to CWHSSA, the employer will be noti- fied of the possible FLSA O/T violations.

Also, the contract administrator may refer the matter to DOL for further review.

Computations
If the payroll computations (hours worked times rate of pay) or exten- sions (deductions, net pay) show frequent errors, the employer will be asked to take greater care. Wage restitution may be required if under- payments resulted from the errors.

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 deduc - tions, as necessary.

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

AGENCY/CONTRACTOR GUIDE
Agency/Contractor Guide

30 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.

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 principal of the firm and that person has not been authorized by principal to sign, the employer will be asked to provide an authorization or to resubmit the Statement(s) of Compliance bearing the signature of a principal or other authorized signatory.

On-site interview comparisons
If the comparison of on-site interviews to the payrolls indicates any dis- crepancies (e.g., the employee does not appear on the payroll for the date of the interview), the employer will be asked to submit a correction CPR.

Correction certified payroll
Any and all changes to data on a submitted payroll report must be re - ported on a certified correction payroll. In no case will a payroll report be returned to the prime contractor or employer for revision.

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 resti- tution 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 CPR. If a violation of labor standards requirements re - sults in an underpayment of wages to employees, the LCA should notify the prime contractor to either make wage restitution or direct its sub - contractor to do so. Where restitution amounts are in excess of $10 per worker, the employer must attest to wage restitution paid on a correc- tion certified payroll.

Notification to the Employer/Prime contractor
The contract administrator will notify the employer and/or prime con- tractor in writing of any underpayments that are found during payroll or other reviews. The contract administrator will describe the under- payments 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 re - quired documentation through the prime contractor.

AGENCY/CONTRACTOR GUIDE
Agency/Contractor Guide

31 -
-
Notification to the Employer/Prime
contractor (continued)

MORE INFO
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 with the prime contractor when the issues are complex, when there are significant underpayments, and/or the subcontractor is not co operative. In all cases, the subcontractor must ensure that the prime contractor receives a copy of the required documentation.

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 de - cision for all hours worked where underpayments occurred. The differ- ence 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. Alternatively, wage restitution may be computed by cal - culating the total amount of Davis-Bacon wages earned and subtract- ing the total amount of wages paid. The difference is the amount of back wages due.

Total hours worked times (x) adjustment rate (DB rate – rate paid) = wage restitution due; or
Total wages earned minus (-) total wages paid = wage restitution due.

Correction certified payrolls
The employer will be required to report the restitution paid on a correc- tion certified payroll. The correction payroll will reflect the period for which restitution is due (e.g., 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 num- ber 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 prop - erly signed Statement of Compliance must accompany the correction payroll. 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 re - quires employers to submit copies of restitution checks (certified, ca- shier’s, canceled, or other) or employee-signed receipts or waivers.

MORE INFO
In the course of basic enforcement and corrections, the em ployer need only submit a correction CPR to evidence wage restitution paid. Other documentation such as copies of checks, copies of cancelled checks, receipts signed by the employees, employee signatures on the correction CPR, etc., is not required.

AGENCY/CONTRACTOR GUIDE
Agency/Contractor Guide

32 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.

Withholding payments due to the contractor
If wage violations are not corrected within 30 days after notification to the prime contractor, the LCA may cause the withholding of pay- ments due to the contractor in the amount needed to ensure the full payment of restitution and, if applicable, liquidated damages computed for CWHSSA O/T violations. Only the amounts necessary to meet the potential back wage and CWHSSA liquidated damages liabilities should be withheld.

Unfound workers
Sometimes, wage restitution cannot be paid to an affected employee because, for example, the employee has moved and cannot be located.

After wage restitution has been paid to all the workers who could be lo - cated, the employer must submit a list of any workers who could not be found and paid (i.e., unfound workers), providing their name, Social Se - curity number, last known address, and the gross amount due. In such cases, at the end of the project the prime contractor will be required to place in a deposit or labor standards 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 three years after the completion of the project. After three years, any amount remaining in the account for unfound workers will be credited and/or forwarded by the contract administrator to HUD. Contact the HUD LSS for your area if you encounter this situation.

AGENCY/CONTRACTOR GUIDE
Agency/Contractor Guide

33 ADDITIONAL WORK

CLASSIFICATION AND

WAGE RATES

APPENDIX
• Appendix I-1 Reorganization Plan No. 14 of 1950
See Section 9 in the Contractor Addendum. • Appendix I-2 Delegations of Authority • Appendix I-3 Labor Standards Core Work Activities
SANCTIONS AND RESTITUTION • Appendix II-1 HUD Davis-Bacon Related Acts • Appendix II-2 Davis-Bacon Act Copeland Anti-Kickback Act • Appendix II-3 Contract Work Hours and Safety Standards Act See Section 9 in the Contractor Addendum. • Appendix II-4 Federal Labor Standards Coverage in Major HUD Programs
• Appendix II-5 Factors of Labor Standards Applicability • Appendix III-1 HUD’s Willful Violations and Falsification Appli- cability
• Appendix III-2 Sample Deposit Schedule
• Appendix III-3 Sample Tax Withholding Notice
• Appendix III-4 Unfound Worker Schedule
• Appendix III-5 Refund of Deposit Memorandum Template
• Appendix IV-1 Acronyms and Symbols

AGENCY/CONTRACTOR GUIDE
Agency/Contractor Guide

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,

and

des
c
r
i
b
e
d

bel
o
w
:

(2)
Tha
t

any

pay
r
o
l
l
s

oth
e
r
w
i
s
e

und
e
r

this

con
t
r
a
c
t

req
u
i
r
e
d

to
be
sub
m
i
t
t
e
d

for
the

abo
v
e

per
i
o
d

are

cor
r
e
c
t

and

com
p
l
e
t
e
;

tha
t

the

wag
e

rat
e
s

for
lab
o
r
e
r
s

or
mec
h
a
n
i
c
s

con
t
a
i
n
e
d

the
r
e
i
n

are

not

les
s

tha
n

the

app
l
i
c
a
b
l
e

wag
e

rat
e
s

con
t
a
i
n
e
d

in
any

wag
e

det
e
r
m
i
n
a
t
i
o
n

inc
o
r
p
o
r
a
t
e
d

into

the

con
t
r
a
c
t
;

that

the

cla
s
s
i
f
i
c
a
t
i
o
n
s

set
for
t
h

the
r
e
i
n

for
eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

con
f
o
r
m

wit
h

the

wor
k

he
per
f
o
r
m
e
d
.

(3)
Tha
t

any

app
r
e
n
t
i
c
e
s

emp
l
o
y
e
d

in
the

abo
v
e

per
i
o
d

are

dul
y

reg
i
s
t
e
r
e
d

in
a
bon
a

fide

app
r
e
n
t
i
c
e
s
h
i
p

pro
g
r
a
m

reg
i
s
t
e
r
e
d

wit
h

a
Sta
t
e

app
r
e
n
t
i
c
e
s
h
i
p

age
n
c
y

rec
o
g
n
i
z
e
d

by
the

Bur
e
a
u

of
App
r
e
n
t
i
c
e
s
h
i
p

and

Tra
i
n
i
n
g
,

Uni
t
e
d

Sta
t
e
s

Dep
a
r
t
m
e
n
t

of
Lab
o
r
,

or
if no
suc
h

rec
o
g
n
i
z
e
d

age
n
c
y

exi
s
t
s

ina

Sta
t
e
,

are

reg
i
s
t
e
r
e
d

wit
h

the

Bur
e
a
u

of
App
r
e
n
t
i
c
e
s
h
i
p

and

Tra
i
n
i
n
g
,

Uni
t
e
d

S
t
a
t
e
s

Dep
a
r
t
m
e
n
t

of
Lab
o
r
.

(4)
Tha
t
:

(a)
WH
E
R
E

FR
I
N
G
E

BE
N
E
F
I
T
S

AR
E

PAI
D

TO
AP
P
R
O
V
E
D

PLA
N
S
,

FU
N
D
S
,

OR
PR
O
G
R
A
M
S

Oo

—
in
add
i
t
i
o
n

to
the

bas
i
c

hou
r
l
y

wag
e

rat
e
s

p
a
i
d

to
eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

list
e
d

in
the

abo
v
e

ref
e
r
e
n
c
e
d

pay
r
o
l
l
,

pay
m
e
n
t
s

of
fri
n
g
e

ben
e
f
i
t
s

as
list
e
d

in
the

con
t
r
a
c
t

hav
e

bee
n

or
will

be
ma
d
e

to
app
r
o
p
r
i
a
t
e

pro
g
r
a
m
s

for
the

ben
e
f
i
t

of
suc
h

emp
l
o
y
e
e
s
,

exc
e
p
t

as
not
e
d

in
sec
t
i
o
n

4(c
)

bel
o
w
.

56 (b)
WH
E
R
E

FRI
N
G
E

BEN
E
F
I
T
S

ARE

PAI
D

IN
CAS
H

oO

—
Eac
h

lab
o
r
e
r

or
mec
h
a
n
i
c

list
e
d

in
the

abo
v
e

ref
e
r
e
n
c
e
d

pay
r
o
l
l

has

bee
n

pai
d
,

as
ind
i
c
a
t
e
d

on
the

pay
r
o
l
l
,

a
n

amo
u
n
t

not

les
s

tha
n

the

sum

of
the

app
l
i
c
a
b
l
e

bas
i
c

hou
r
l
y

wag
e

rat
e

plu
s

the

amo
u
n
t

of
the

req
u
i
r
e
d

fri
n
g
e

ben
e
f
i
t
s

as
list
e
d

in
the

con
t
r
a
c
t
,

exc
e
p
t

as
not
e
d

in
sec
t
i
o
n

4(c
)

bel
o
w
.

(c)
EX
C
E
P
T
I
O
N
S

EX
C
E
P
T
I
O
N

(CR
A
F
T
)

EX
P
L
A
N
A
T
I
O
N

RE
M
A
R
K
S

NA
M
E

AND

TIT
L
E

SI
G
N
A
T
U
R
E

THE

WIL
L
F
U
L

FAL
S
I
F
I
C
A
T
I
O
N

OF
ANY

OF
THE

AB
O
V
E

ST
A
T
E
M
E
N
T
S

MAY

SU
B
J
E
C
T

THE

CO
N
T
R
A
C
T
O
R

OR
SU
B
C
O
N
T
R
A
C
T
O
R

TO
CIV
I
L

OR
CRI
M
I
N
A
L

PR
O
S
E
C
U
T
I
O
N
.

SEE

SE
C
T
I
O
N

100
1 OF
TIT
L
E

18 AND

SE
C
T
I
O
N

231

OF
TIT
L
E

31 OF
THE

UNI
T
E
D

ST
A
T
E
S

CO
D
E

(

56 05/12/2026 C6 251 of 440

Appendix D:

City of Vista Engineering Construction Survey Request
Instructions and Form
165

165
Appendix D:

City of Vista Engineering Construction Survey Request
Instructions and Form

05/12/2026 C6 252 of 440

EN
G
I
N
E
E
R
I
N
G

CO
N
S
T
R
U
C
T
I
O
N

SU
R
V
E
Y

CI
T
Y

OF
VI
S
T
A

RE
Q
U
E
S
T

IN
S
T
R
U
C
T
I
O
N
S

AN
D

ST
A
K
I
N
G

RE
Q
U
E
S
T

FO
R
M

All
eng
i
n
e
e
r
i
n
g

con
s
t
r
u
c
t
i
o
n

sur
v
e
y
s

are

init
i
a
t
e
d

by
a wri
t
t
e
n

req
u
e
s
t

fro
m

the
Con
t
r
a
c
t
o
r

or
his
rep
r
e
s
e
n
t
a
t
i
v
e
.

Req
u
e
s
t
s

fro
m

the
Con
t
r
a
c
t
o
r

shal
l

be
dir
e
c
t
e
d

to
the
City

of Vis
t
a
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

ass
i
g
n
e
d

to
the
Pro
j
e
c
t

and

be
RE
C
E
I
V
E
D

A
MI
N
I
M
U
M

OF
TH
R
E
E

(3)
WO
R
K
I
N
G

DA
Y
S

(72

HO
U
R
S
)

prio
r

to
dat
e

sur
v
e
y

inf
o
r
m
a
t
i
o
n

is req
u
i
r
e
d
.

Con
t
r
a
c
t
o
r

sho
u
l
d

inc
l
u
d
e

the

fol
l
o
w
i
n
g

inf
o
r
m
a
t
i
o
n

on
the

Con
s
t
r
u
c
t
i
o
n

Sur
v
e
y

Re
q
u
e
s
t

For
m

(as

ide
n
t
i
f
i
e
d

on
the

for
m

wit
h

“*
”):
e
Na
m
e

of
City
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

ass
i
g
n
e
d

to
the
Pro
j
e
c
t
;

e
Dat
e

of
req
u
e
s
t

(mm
/
d
d
/
y
y
y
y
)
;

e
Req
u
e
s
t

met
h
o
d

(e.g
.
:

req
u
e
s
t

for
m

mai
l
e
d

to
Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r
’
s

offi
c
e
,

or
del
i
v
e
r
e
d

to
Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r
’
s

offi
c
e
,

or
del
i
v
e
r
e
d

to
the
Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

by
e-m
a
i
l
,

or
del
i
v
e
r
e
d

dir
e
c
t
l
y

to
Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r
,

or
del
i
v
e
r
e
d

to
the
Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

by
fax,

etc.
)
;

e
Pro
j
e
c
t

nam
e

and

City
’
s

C.I
.

P
.

num
b
e
r
;

e
Con
t
r
a
c
t
o
r
'
s

com
p
a
n
y

nam
e

and

con
t
a
c
t

pho
n
e

num
b
e
r
(
s
)

(in
c
l
u
d
i
n
g

are
a

cod
e
s
)
;

e
Con
t
r
a
c
t
o
r
'
s

(or
his
rep
r
e
s
e
n
t
a
t
i
v
e
’
s
)

nam
e

(pr
i
n
t
e
d
)

and

con
t
a
c
t

pho
n
e

num
b
e
r
(
s
)

(in
c
l
u
d
i
n
g

are
a

cod
e
s
)
;

e
Des
c
r
i
p
t
i
o
n

and

pri
o
r
i
t
y

of
con
s
t
r
u
c
t
i
o
n

sur
v
e
y

wor
k

req
u
e
s
t
e
d

(e.g
.
:

cle
a
r

and

gru
b

limi
t
s
,

rou
g
h

gra
d
e
,

off
s
e
t
s

for
bro
w

dit
c
h
,

ret
a
i
n
i
n
g

wal
l
s
,

str
e
e
t

cen
t
e
r
l
i
n
e
,

rig
h
t
-

of-
w
a
y
,

cur
b
,

wat
e
r
,

sew
e
r
,

sto
r
m

dra
i
n
,

dra
i
n
a
g
e

str
u
c
t
u
r
e
s
,

bui
l
d
i
n
g
,

dry

util
i
t
i
e
s
,

wal
l
s
,

str
u
c
t
u
r
e
s
,

blu
e

top
s
,

fina
l

mo
n
u
m
e
n
t
s
,

mis
c
e
l
l
a
n
e
o
u
s
,

etc.
)
;

e
Spe
c
i
f
i
c

dat
e

con
s
t
r
u
c
t
i
o
n

sur
v
e
y

inf
o
r
m
a
t
i
o
n

is req
u
i
r
e
d

by
(AS
A
P

is not
acc
e
p
t
a
b
l
e
)

(Co
n
t
r
a
c
t
o
r

is gua
r
a
n
t
e
e
i
n
g

are
a

will

be
rea
d
y

for
sta
k
e
s

whe
n

sub
m
i
t
t
i
n
g

req
u
e
s
t
)
;

e
Exp
e
c
t
e
d

con
s
t
r
u
c
t
i
o
n

sur
v
e
y

pro
d
u
c
t

to
be
pro
v
i
d
e
d

(e.
g
.

typ
e
,

dis
t
a
n
c
e

and

sid
e

of
off
s
e
t
s
,

sta
k
i
n
g

fre
q
u
e
n
c
y
,

beg
i
n

and

e
n
d

sta
t
i
o
n

limi
t
s
,

sur
v
e
y

inf
o
r
m
a
t
i
o
n

on
sta
k
e
s

or
wit
h

PK
nai
l
s

and

pai
n
t
,

etc
.
)
;

e
Con
t
r
a
c
t
o
r
’
s

(or
h
i
s

rep
r
e
s
e
n
t
a
t
i
v
e
’
s
)

sig
n
a
t
u
r
e
.

City
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

sho
u
l
d

inc
l
u
d
e

the
fol
l
o
w
i
n
g

inf
o
r
m
a
t
i
o
n

on
the
Con
s
t
r
u
c
t
i
o
n

Sur
v
e
y

Req
u
e
s
t

For
m

afte
r

it is rec
e
i
v
e
d

fro
m

the
Con
t
r
a
c
t
o
r

(as
ide
n
t
i
f
i
e
d

on
the
for
m

wit
h

«ae
»
.

): e
City
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

sho
u
l
d

dat
e

and

tim
e

sta
m
p

the
Eng
i
n
e
e
r
i
n
g

Sur
v
e
y

Req
u
e
s
t

For
m

afte
r

it is rec
e
i
v
e
d

fro
m

the
Con
t
r
a
c
t
o
r

and

the
n

for
w
a
r
d

a cop
y

of
the
sur
v
e
y

req
u
e
s
t

to
the
sur
v
e
y
o
r

con
t
r
a
c
t
e
d

by
the
City

of
Vis
t
a

for
the
Pro
j
e
c
t
.

The

Sur
v
e
y

Par
t
y

Chi
e
f

sho
u
l
d

inc
l
u
d
e

the

fol
l
o
w
i
n
g

inf
o
r
m
a
t
i
o
n

on
the

Con
s
t
r
u
c
t
i
o
n

Sur
v
e
y

Req
u
e
s
t

For
m

aft
e
r

it is
rec
e
i
v
e
d

fro
m

the

Cit
y
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

(as

ide
n
t
i
f
i
e
d

on
the
for
m

wit
h

“ ***
”):
e
The

Sur
v
e
y

Par
t
y

Chi
e
f

shal
l

list
the
star
t

dat
e

(
a
n
d

if sur
v
e
y

sta
k
i
n
g

is not
com
p
l
e
t
e
d

on
the
dat
e

sta
r
t
e
d
,

add

dat
e

com
p
l
e
t
e
d
)
,

sig
n

and

sub
m
i
t

the
ori
g
i
n
a
l

Sur
v
e
y

Req
u
e
s
t

For
m

bac
k

to
the
Cit
y
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r
.

If the
City
’
s

Eng
i
n
e
e
r
i
n
g

Ins
p
e
c
t
o
r

rec
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Appendix E:

City of Vista Stormwater Management Permit
Application Form & Reference Information
166

166
Appendix E:

City of Vista Stormwater Management Permit
Application Form & Reference Information

05/12/2026 C6 255 of 440

CITY OF VISTA

STORMWATER MANAGEMENT PERMIT

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

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

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

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

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

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

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

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

Caltrans Manuals California Stormwater BMP Handbook
Caltrans Publications unit Municipal, Construction & Industrial/Commercial (916) 445-3520 (510) 444-6771 (916) 324-8997 Fax
This information is available in alternate format by request to Joan Turley at (760) 639-6100. 05/12/2026 C6 256 of 440

CITY OF VISTA

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

SECTION 1. — REQUIRED INFORMATION

Grading and/or Building Permit Application Number: Project Name:

Name of Project Contact Person: Project Address or Location:

Title: Phone #:

Grading Start Date: Grading Finish Date:

Project Start Date: Project Finish Date: APN NO.

Estimated amount of disturbed acreage: (Cf equal to or greater than 5 acres, you must also provide a WDID number from the SWRCB) WDID
Are there any watercourses or waterbodies within 50 feet of the limits of soil disturbance? QO YES ONO Does the project site have or propose slopes higher than 25 feet or steeper than 1:1? QO YES UO NO Does the soil type have high erosion potential (fine grain soil like sand, silt, fine disintegrated granite)? Q YES UO 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 (W) in Table 1 must be included on the plans, and labeled with the designation found in the tables (for example, SS-7).

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

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

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

Property Owner /Contractor Date

This information is available in alternate format by request to Joan Turley at (760) 639-6100. 05/12/2026 C6 257 of 440

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PRE PSE SE Re * Ri
*«

Be *

Thi
s

inf
o
r
m
a
t
i
o
n

is
ava
i
l
a
b
l
e

in
alt
e
r
n
a
t
e

for
m
a
t

by
req
u
e
s
t

to
Joan

Tur
l
e
y

at
(76
0 )

639
-
6 1
0 0
,

05/12/2026 C6 258 of 440

Tab
l
e

1.0 Mi
n
i
m
u
m

Con
s
t
r
u
c
t
i
o
n

Bes
t

Ma
n
a
g
e
m
e
n
t

Pra
c
t
i
c
e
s

(BM
P
s
)

(co
n
t
i
n
u
e
d
)

St
o
r
m

Wa
t
e
r

Bes
t

Ma
n
a
g
e
m
e
n
t

Pra
c
t
i
c
e
s

{BM
P
}

Ca
t
e
g
o
r
y

of
Act
i
m
i
t
y

BM
P

kle
m
t
i
f
i
c
a
t
i
o
n

Nu
m
b
e
r

Dai
k
y

Wo
r
k

Pre
p
a
r
a
t
i
o
n

Ear
t
h
m
o
v
i
n
g

Sit
e

and

Co
n
s
t
r
u
c
t
i
o
n

or
Rel
o
c
a
t
i
o
n

of
Be
l
o
w

Gr
o
u
n
d

Str
u
c
t
u
r
e
s

an
d
o
r

Uti
l
i
t
i
e
s

Co
n
s
t
r
u
c
t
i
o
n

of
Ab
o
v
e

Gr
o
u
n
d

Str
u
c
t
u
r
e
s

| Roa
d
w
a
y
s
,

| Wa
l
k
w
a
y
s

/an
d

Par
k
i
n
g

Lot
s

Ea
r
t
h
w
o
r
k

Wa
t
e
r
w
a
y
s

Pla
n
t
i
n
g

and

La
n
d
s
c
a
p
i
n
g

SEL
E
C
T
I
O
N

GUI
D
E

dig A1owepueut sawoipu ,
Allen JaeMUWOIS SNYYLTYO
syooqpueH
(uaanysuo05) yooqpueH
AWG JA}EMUUIOYS ILIONED
saagsy Ale
aware Jo UoNMoWag
AuUIgqrig pue BuIUBAla
SoM F
speay ssaqay Guijnysu0a
suawepund4
{s]ng Uad¢Q) syinpuos
Sun

AUIIUALL
fumng wes
sjauuny
Guyeod pue Buyooy
a]ai9u09 pue AUOge WN
jaa1g jeinjanas
AWEL4 POOAA
apesbgns pue aseg
yeydsy
ajalquos
HuIpelg
Guyid4s0}S
(ayenampy ss puES]

BUIWIAL IE USE LAL
WSaLWINAS PUe BIE As,
juala Acid] jauueYyD
fiulssos9 Ja AQ
ywawpurioauy
fiulssola Japury
saiyioe 4 uoHeGL|
uoelojsay wyqeH
Bulppos pue Bulpaag
Buys|nyA)

ER
O
S
I
O
N

CO
N
T
R
O
L

Bulyueld

Sit
e

Pla
n
n
i
n
g

Co
n
s
i
d
e
r
a
t
i
o
n
s

Sch
e
d
u
l
i
n
g

ESc
o
1 =
ad
Ps
x
*
*
rad
Pd
*
1 x
bye
*
*
UDIJINISUOD JUOIPSeAA *
x
*
*
ad

Pre
s
e
r
v
a
t
i
o
n

of
Exi
s
t

Veg
e
t
a
t
i
o
n

ESc
o
2 ras
s
Pod
*
*
4 cd
*
4 Yeg
e
t
a
t
i
o
n

Sta
b
i
l
i
z
a
t
i
o
n

(mu
s
t

sel
e
c
t

1 or
mor
e
)

Te
m
p

Se
e
d
i
n
g

and

Pla
n
t
i
n
g

ESC
1 0

>
x

Tem
p

Mul
c
h
i
n
g

ESC
1 1

Bop 8
ARE OX
BE OK
as

Hyd
r
o
s
e
e
d
i
n
g

*

Veg
e
t
a
t
i
o
n

Buf
f
e
r

Str
i
p
s

oat oS
PRE REE RK] RK
mp oR

PRE ORK, RE ORK
PSE SS) esd Bs
Per Rp i
wi OX
4 HE RE KE

Phy
s
i
c
a
l

Sta
b
i
l
i
z
a
t
i
o
n

(mu
s
t

sel
e
c
t

1 or
mor
e
}

Dus
t

Con
t
r
a
l

ESC
?
1 “

Geo
t
e
m
t
i
l
e
s
,

Mat
s
,

and

Fib
e
r

Rol
l
s

$S-
7 ESc
2 0

wi

Bo
n
d
e
d

Fib
e
r

Mat
r
i
x

$8-
5 *
wi
rk RP

Soi
l

Sta
b
i
l
i
z
e
r
s

88-
5 Po; PRE ROE OK
rs

Te
m
p

Str
e
a
m

Cro
s
s
i
n
g

wie eR SN OBESE LS
N5-
4 ESC
2 2

ead Oe SSE ORE OK
Bil Stl Ri ati
meio

RE REE PAE RES
x
Cr a ee a!
Rei Oe
Rep RE PKG RE OX
Si Rk; Si aE

Div
e
r
s
i
o
n

of
Run
o
f
f

Ear
t
h

Dik
e
s

33-
9 E8c
3 0

ad
c8

Dit
c
h
e
s

and

Be
r
m
s

58-
9 REE
m
Bi x

Te
m
p

Dra
i
n
s

and

Sw
a
l
e
s

83-
9 ESC
3 1

PRE aed
ce

Slo
p
e

Dra
i
n
s

SS-
1 1

ESC
3 2
)

ME PRE a] PS
PRE PRE ea]

ML ORT REE
*
PRE PRE REE Be
pei
PRE OR
RE Pi RE OX
a
Pei Re] REO
*

BE BRE RE

SED
I
M
E
N
T

CON
T
R
O
L

(rn
u
s
t

sel
e
c
t

1 or
mor
e
)

Silt

Fen
c
e

SC-1
4 ES
c
5 0

9 Str
a
w

Bal
e

Bar
r
i
e
r

SC-
9 ESC
§
1 4
RL OK

_ Sa
n
d

Bag
i
G
r
a
v
e
l

Bag

Bar
r
i
e
r

SC-
6 ,

§ ESC
5 2

Ah OS
pepo

RE ORD OX
Bey Rik
PRE Re

Bru
s
h

or
Roc
k

Fil
t
e
r

NA
ESC
5 3
)

RP RD RE
x

Sto
r
m

Dra
i
n

Inle
t

Pro
t
e
c
t
i
o
n

sc-
1 0

ESC
5 4

Pa) Rei oS

Str
a
w

VVa
t
t
l
e
s

$c-
5 Se
d
i
m
e
n
t

Tra
p

80-
3 ESC
5 4

Bei om] ol Hi Bk] Ri

PRE PRE RG RR OK
Re) PRE EE SSE a) mK]

Sed
i
m
e
n
t

Bas
i
n

(si
z
e
d

for
10-
y
r

sto
r
m

we SSS

5C-
2 Oo; Pai Sti Pei chi PRE AKL OBR
POE RG] PSE PRE PRE PR] a Re
Re] RD RD
PRE PRE Pei BSE BRE Re
PEE RT bp a] ] oR

PRE BRE RED RR
PRT SKE RE RK BS? RK PE RL PK; Mi Mi PRE PRE
Aoi Mi PRE Ski bra x *

ESC
4 5
6 05/12/2026 C6 259 of 440

Tab
l
e

2.0 Sel
e
c
t
e
d

Con
s
t
r
u
c
t
i
o
n

Bes
t

Ma
n
a
g
e
m
e
n
t

Pra
c
t
i
c
e
s

(BM
P
s
)

St
o
r
m

Wa
t
e
r

Bes
t

Ma
n
a
g
e
m
e
n
t

Pr
a
c
t
i
c
e
s

(BMP
)

BM
P

Sel
e
c
t
e
d

BM
P

Ide
n
t
i
f
i
c
a
t
i
o
n

Nu
m
b
e
r

Sh
o
w
n

on
pla
n
s
?

If not

sh
o
w
n

on
pla
n
s
,

why
?

Im
p
l
e
m
e
n
t
a
t
i
o
n

Dat
e

Mai
m
n
t
e
n
c
e

Sch
e
d
u
l
e

Oth
e
r

Not
e
s

SOMETIME 5
dig Atowpuvu
syooqpueHy
AEN JAWAALayS
(uoyanysuog)
OOqNUEH
dig JayeMuWo}S
BluloUIe

SNYHLIYO

GE
N
E
R
A
L

SIT
E

MA
N
A
G
E
M
E
N
T

Emp
l
o
y
e
e

&
Sub
c
o
n
t
r
a
c
t
o
r

Tra
i
n
i
n
g

Mat
e
r
i
a
l
s

Ma
n
a
g
e
m
e
n
t

(se
l
e
c
t

all
app
l
i
c
a
b
l
e

to
site

act
i
v
i
t
i
e
s
)

Mat
e
r
i
a
l

Del
i
v
e
r
y
?

Sto
r
a
g
e

YM-
1 C
A
1 O

Mat
e
r
i
a
l

Use

YM-
2 CA
I

Spil
l

Pre
v
e
n
t
i
o
n

and

C
o
n
t
r
o
l

YIM

4 CAI
2 Was
t
e

Ma
n
a
g
e
m
e
n
t

Sol
i
d

Was
t
e

Mam
t

WM-
5 CA2
0 San
i
t
a
r
y

/ Sep
t
i
c

Was
t
e

Mgm
t

WM-
9 CA2
4 Con
c
r
e
t
e

Was
t
e

Mgm
t

WM-
8 CA2
3 Haz
a
r
d
o
u
s

Was
t
e

Mgm
t

Wihv
t
-
6 CA2
1 Con
t
a
m
i
n
a
t
e
d

Soil

Mam
t

wis SSS ES
WM-
7 CA2
2 OF
F
S
I
T
E

SE
D
I
M
E
N
T

TR
A
C
K
I
N
G

CO
N
T
R
O
L

{nn
u
s
t

sel
e
c
t

1 or
mor
e
)

»

Ent
r
a
n
c
e
/
E
x
i
t

Ins
p
e
c
t
i
o
n
,

Cle
a
n
i
n
g

Sta
b
i
l
i
z
e
d

Con
s
t
r
u
c
t
i
o
n

Ent
r
a
n
c
e
f
E
x
i
t

TC-
1 ESC
2 4

Con
s
t
r
u
c
t
i
o
n

Roa
d

Sta
b
i
l
i
z
a
t
i
o
n

TC-
2 E8C
2 3

Ent
r
a
n
c
e
r
E
x
i
t

Tire

Wa
s
h

TC-
3 Veh
i
c
l
e

& Equ
i
p
m
e
n
t

Ma
n
a
g
e
m
e
n
t

Veh
i
c
l
e

& Equ
i
p
m
e
n
t

Cle
a
n
i
n
g

NS-
8 CA3
0 Veh
i
c
l
e

& Equ
i
p
m
e
n
t

Fue
l
i
n
g

N8-
9 CA3
1 Veh
i
c
l
e

& Equ
i
p
m
e
n
t

Mai
n
t
e
n
a
n
c
e

Ns-
1 0

CA3
2 Con
s
i
r
u
c
t
i
o
n

Pra
c
t
i
c
e
s

{se
l
e
c
t

all
app
l
i
c
a
b
l
e

to
site

acti
v
i
t
i
e
s
)

Wat
e
r

Can
s
e
r
v
a
t
i
o
n

NS-
1 Str
u
c
t
u
r
e

Con
s
t
r
u
c
t
i
o
n

& Pai
n
t
i
n
g

YWM
-
6 CA0
3 Pav
i
n
g

Ope
r
a
t
i
o
n
s

NS-
3 CA0
2 Dew
a
t
e
r
i
n
g

Ope
r
a
t
i
o
n
s

NS-
2 CA0
D
1 VE
L
O
C
I
T
Y

RE
D
U
C
T
I
O
N

{se
l
e
c
t

all
app
l
i
c
a
b
l
e

to
site
)

Out
l
e
t

Pro
t
e
c
t
i
o
n

§8-
1 0

ES
c
4 o

Che
c
k

Da
m
s

8C-
4 ESC
4 1

Fla
r
e
d

Cul
v
e
r
t

End

Sec
t
i
o
n
s

$$-
1 0

Slo
p
e

Rou
g
h
e
r
i
n
g

& Ter
r
a
c
i
n
g

NA
ESC
4 2

ERO
S
I
O
N

CON
T
R
O
L

Site

Pla
n
n
i
n
g

Con
s
i
d
e
r
a
t
i
o
n
s

Sch
e
d
u
l
i
n
g

83-
1 ESC
O
1 Pre
s
e
r
v
a
t
i
o
n

of
Exi
s
t

Veg
e
t
a
t
i
o
n

¥ ¥ ¥

88-
2 ES
C
o
2 Thi
s

inf
o
r
m
a
t
i
o
n

is ava
i
l
a
b
l
e

in
alt
e
r
n
a
t
e

for
m
a
t

by
req
u
e
s
t

to
Joa
n

Tur
l
e
y

at
(76
0 )

639
-
6 1
0 0
.

05/12/2026 C6 260 of 440

‘Ta
b
l
e

2.0 Sel
e
c
t
e
d

Con
s
t
r
u
c
t
i
o
n

Bes
t

Ma
n
a
g
e
m
e
n
t

Pra
c
t
i
c
e
s

(BM
P
s
)

(co
n
t
i
n
u
e
d
)

Sto
r
m

Wat
e
r

Bes
t

Ma
n
a
g
e
m
e
n
t

Pra
c
t
i
c
e
s

(BM
P
)

BM
P

Ide
n
t
i
f
i
c
a
t
i
o
n

Sh
o
w

Nu
m
b
e
r

on
If not

sh
o
w
n

on
pla
n
s
,

why
?

Dat
e

BM
P

Sel
e
c
t
a
i
l

Imp
l
e
m
e
n
t
a
t
i
o
n

Y
pla
n
s
’
?

Mai
n
t
e
n
c
e

Sch
e
d
u
l
e

Oth
e
r

Not
e
s

SOHPAM
dig Arepuew
syooqpUueH
ANYEN® sayeALUO}S

EIWOWED
SN¥YLTYO
dWe Ja1eMuo1S
fuoqonysuDD)
yooqpuey

ER
O
S
I
O
N

CO
N
T
R
O
L

(co
n
t
i
n
u
e
d
)

Veg
e
t
a
t
i
o
n

Sta
b
i
l
i
z
a
t
i
o
n

__ {mus
t

sel
e
c
t

1 or mor
e
)

Te
m
p

See
d
i
n
g

and

Pla
n
t
i
n
g

S9-
4 ESc
1 0

Ter
n
p

Mul
c
h
i
n
g

$$3
,
6 ,
8 Esc
i
1 Hyd
r
o
s
e
e
d
i
n
g

$3S
-
4 Veg
e
t
a
t
i
o
n

Buf
f
e
r

Str
i
p
s

NA

Phy
s
i
c
a
l

Sta
b
i
l
i
z
a
t
i
o
n

(mu
s
t

sel
e
c
t

1 or
mor
e
)

Dus
t

Con
t
r
a
l

ESC
2 1

Geo
t
e
x
t
i
l
e
s
,

Mat
s
,

and

Fib
e
r

Rol
l
s

85-
7 ESc
2 0

Bon
d
e
d

Fib
e
r

Mat
r
i
x

83-
5 Soil

Sta
b
i
l
i
z
e
r
s

SSS TS ISL SIS ISIS ISS
88-
5 Te
m
p

Str
e
a
m

Cro
s
s
i
n
a

NS-
4 ESC
2 2

Div
e
r
s
i
o
n

of
Run
o
t
f

Ear
t
h

Dik
e
s

58-
9 ESc
3 0

Dit
c
h
e
s

and

Ber
m
s

SS-
9 Te
m
p

Dra
i
n
s

and

Swa
l
e
s

$8-
9 Esc
3 t

Slo
p
e

Dra
i
n
s

88-
1 1

E8C
3 2

SE
D
I
M
E
N
T

CO
N
T
R
O
L

(mu
s
t

sel
e
c
t

1 or
mor
e
)

Silt

Fen
c
e

8C-
1 ES
c
5 0

Str
a
w

Bal
e

Bar
r
i
e
r

8C-
9 E8c
5 1

San
d

Bag
i
G
r
a
v
e
l

Bag

Barr
i
e
r

BC-6
,

SC-8

ESC
5 2

Bru
s
h

or
Roc
k

Filt
e
r

NA
ESC
5 3

Sto
r
m

Dra
i
n

Inle
t

Pro
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05/12/2026 C6 261 of 440

Appendix F:

Sample Public Notification Documents
167

167
Appendix F:

Sample Public Notification Documents

05/12/2026 C6 262 of 440

NOTICE
20 PedestrianMobility
Sidewalks3URMHFW

WORK WILL START IN MONTH YEAR AND CONTINUE UNTIL MONTH YEAR The City of Vista has retained _________________ of __________, CA to construct sidewalk DQGFXUEUDPSLPSURYHPHQWVDORQJ:&DOLIRUQLD$YHIURP16DQWD)H$YHWR&DOOH &KDSXOWHSHF.

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

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

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

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

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

City Project Manager City Inspector Construction Contractor Name Name Name
Engineering Department Engineering Department Company
(760) 643-____________(760) 726-1340 x-____ Phone number [email protected] [email protected] E-mail address Sincerely,
Project Manager Name
City of Vista, Engineering Department
05/12/2026 C6 263 of 440

NOTIFICACION
Movilidad Peatonal 20
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:
:RRGUDLO'ULYHD*DQQHW'ULYH
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
05/12/2026 C6 264 of 440

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

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

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

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

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

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

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

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

THANK YOU FOR YOUR COOPERATION
City of Vista, Engineering Department (760) 7639-6113
05/12/2026 C6 265 of 440

Ciudad de Vista
Departamento de Ingeniería
AVISO
Proyecto de mejoramiento de
banquetas para el año 20
No habrá estacionamiento
De las 7:00am hasta las 5:00pm
Sentimos la molestia
Su lado de la calle debe estar libre de vehículos estacionados el día:
para que el contratista pueda construir nuevas banquetas y entradas de autos en su vecindario.

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

LOS COCHES ESTACIONADOS SERÁN REMOLCADOS
No se permitirá el uso de su entrada de carro hasta que se concluya la construcción de la banqueta. Por favor obedezca todas las indicaciones de la zona de construcción.

Por favor no permita que el agua corra por el camino de la entrada, sobre la banqueta, o en el canal durante la construcción de la calle.Esto ayudará que el concreto se seque.Si la colección de basura está programada para esa fecha, por favor asegúrese que los botes de su basura estén afuera a las 6:00am.Se proporcionará acceso a su casa para la colección de la basura.

Bajo condiciones normales de clima, generalmente su calle debe ser accesible después de las 5:00pm. Sin embargo, problemas imprevistos y retrasos de construcción podrían afectar la fecha de terminación del proyecto. Si el trabajo se retrasa por lluvia o por circunstancias imprevistas, será reprogramado y se le notificará en un lapso de 2 semanas.

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

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

GRACIAS POR SU COLABORACION
Ciudad de Vista, Departamento de Ingeniería, (760) 7639-6113 05/12/2026 C6 266 of 440

Appendix G:

Project Sign Layout Example
168

168

Appendix G:

Project Sign Layout Example

05/12/2026 C6 267 of 440

City of Vista
Pedestrian Mobility Sidewalk Project
Construction Schedule:

Dec 2023 to March 2024
Vista City Council
Mayor John B. Franklin
Deputy Mayor Corinna Contreras, District 1
Council Member Joe Green, District 2
Council Member Katie Melendez, District 3
Council Member Dan O'Donnell, District 4
Project financed by:

The United States Department of
Housing and Urban Development—
Community Development Block Grant
Working Together to Build a Better Community!
05/12/2026 C6 268 of 440

Appendix H:

City of Vista Encroachment Permit
169

169

Appendix H:

City of Vista Encroachment Permit

05/12/2026 C6 269 of 440

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 Sept 202405/12/2026 C6 270 of 440

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 $1,832.33 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

PLEASE NOTE
Additional Insured Endorsements must be included
as attachments to the Certificate of Liability Insurance ***** Endorsements must cover Ongoing and Completed Operations ***** 05/12/2026 C6 271 of 440

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 05/12/2026 C6 272 of 440

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 - 760-639-611105/12/2026 C6 273 of 440

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 Permittee shall inform any on-site employees of these pollution prevention requirements. **REQUIRED FOR ALL Within or adjacent to the encroachment area, permittee shall:

PROJECTS** ¢ 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 e Install and maintain effective erosion and sediment controls * Cover exposed soils using mulch, tarps, or erosion control devices e 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
e Prevent concrete, paint, mortar or stucco material from migrating into street, sidewalk on 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 e 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:
e Not store landscape materials in street
e Prevent dirt from migrating into street, sidewalk, or storm drain e Secure tarps over piles of mulch or soil
e Routinely sweep site to remove and properly dispose of dirt generated by work e Not wash down surfaces unless water is collected and removed or directed to landscape
e Test irrigation system, preventing overspray and runoff from hard surfaces 05/12/2026 C6 274 of 440

Appendix I:

Limited Geotechnical Report
170

170

Appendix I:

Limited Geotechnical Report

05/12/2026 C6 275 of 440

Geotechnical E valuation
Wildwood Park Restroom Building Replacement
651 East Vista Way
Vista, California
Kimley -Horn
401 B Street, Suite 600 | San Diego, California 92 101 April 2, 2025 | Project No. 11 0030001
Geotechnical | Environmental | Construction Inspection & Testing | Forensic Engineering & Expert Witness Geophysics | Engineering Geology | Laboratory Testing | Industrial Hygiene | Occupational Safety | Air Quality | GIS 05/12/2026 C6 276 of 440

Gregory T. Farrand, PG, CEG
Principal Geologist
Geotechnical E valuation
Wildwood Park Restroom Building Replacement
651 East Vista Way
Vista, California
Mr . Nicholas J. Oleskowi cz
Kimley -Horn
401 B Street, Suite 600 | San Diego, California 92101 April 2, 2025 | Project No. 110 030001
5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 | www.ninyoandmoore.com Robert Sargent, PE
Project Engineer
Jeffrey T. Kent, PE, GE
Principal Engineer
ROS/GTF/JTK/mp
05/12/2026 C6 277 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 i

CONTENTS
1 INTRODUCTION 1
2 SCOPE OF SERVICES 1
3 SITE AND PROJECT DESCRIPTION 2
4 SUBSURFACE EVALUATION 2
5 LABORATORY TESTING 2
6 GEOLOGIC AND SUBSURFACE CONDITIONS 2

6.1 Regional Geologic Setting 3

6.2 Site Geology 3

6.2.1 Fill 3

6.2.2 Younger Alluvium 3

6.2.3 Tonalite (referred to as Granitic Rock) 4

6.3 Groundwater 4

6.4 Flood Hazard 4

6.5 Landsliding 4

6.6 Faulting and Seismicity 4

6.6.1 Strong Ground Motion 5

6.6.2 Ground Rupture 6

6.6.3 Liquefaction and Seismically Induced Settlement 6

6.6.4 Surface Manifestation of Liquefaction 7

6.6.5 Lateral Displacement 7

6.6.6 Tsunamis 7
7 CONCLUSIONS 8
8 RECOMMENDATIONS 8

8.1 Earthwork 9

8.1.1 Site Preparation 9

8.1.2 Excavation Characteristics 9

8.1.3 Temporary Excavations 9

8.1.4 Remedial Grading Restroom Building 10

8.1.5 Mitigation of Unstable Excavation Bottoms 10

8.1.6 Construction Dewatering 11

8.1.7 Materials for Fill 11
05/12/2026 C6 278 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 ii

8.1.8 Compacted Fill 12

8.1.9 Pipe Bedding and Modulus of Soil Reaction (E’) 13

8.1.10 Pipe Zone Backfill 13

8.1.11 Utility Trench Zone Backfill 14

8.1.12 Lateral Pressures for Thrust Blocks 14

8.1.13 Drainage 14

8.2 Seismic Design Considerations 15

8.3 Foundations 15

8.3.1 Mat Foundation 15

8.3.2 Static Settlement 16

8.4 Interior Concrete Slabs 17

8.5 Exterior Concrete Flatwork 17

8.6 Corrosion 17

8.7 Concrete 17
9 PRE-CONSTRUCTION CONFERENCE 18
10 PLAN REVIEW AND CONSTRUCTION OBSERVATION 18
11 LIMITATIONS 18
12 REFERENCES 20
TABLE
1 – 2022 California Building Code Seismic Design Parameters 15

FIGURES
1 – Site Location
2 – Geotechnical Map
3 – Fault Locations
4 – Geology
5 – Thrust Block Lateral Earth Pressure Diagram

APPENDICES
A – Boring Log
B – Geotechnical Laboratory Testing
C – Liquefaction Analysis
05/12/2026 C6 279 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 1 1 INTRODUCTION
In accordance with our proposal dated November 20, 2024, we have performed a geotechnical evaluation for the proposed Wildwood Park Restroom Building Replacement project located at 651 East Vista Way, Vista, California (Figure 1). This report presents the results of our field exploration and laboratory testing, as well as our conclusions regarding the geotechnical conditions at the site and our recommendations for the design and construction of this project. 2 SCOPE OF SERVICES
Our scope of services for this evaluation included the following:
•Reviewing readily available published and in-house geotechnical literature, topographic maps, geologic maps, fault maps, and stereoscopic aerial photographs. •Reviewing maps of existing utilities and other improvements provided by the City of Vista for areas near our boring location.
•Preparing a project work plan for our field activities to be reviewed by City of Vista personnel.
•Acquiring a County of San Diego Department of Environmental Health and Quality (DEHQ) boring permit.
•Performing a field reconnaissance to observe existing site conditions and to mark the location of our exploratory boring.
•Coordinating with a private utility locator service and notifying Underground Service Alert (USA) to assist in the clearance of our boring location for potential presence of underground utilities.
•Performing a subsurface exploration that consisted of the drilling, logging, and sampling of one exploratory to a refusal depth of approximately 30.3 feet using a truck-mounted drill rig equipped with hollow-stem augers. Relatively undisturbed and bulk soil samples were obtained at selected intervals from the boring. The collected samples were transported to our in-house geotechnical laboratory for testing.
•Performing geotechnical laboratory testing on representative soil samples to evaluate pertinent design parameters and soil characteristics.
•Compiling and performing an engineering analysis of the data obtained from our background review, field activities, and geotechnical laboratory testing. •Preparing this report presenting our findings, conclusions, and recommendations regarding the geotechnical aspects of the design and construction of the project. 05/12/2026 C6 280 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 2 3 SITE AND PROJECT DESCRIPTION
The project site is situated within Wildwood Park in Vista, California (Figure 1). Wildwood Park is bounded by an existing fire department to the north, East Vista Way to the west, Civic Center Drive to the south, and a creek/drainage course to the east. The project site currently consists of an existing restroom building and playground structure within the northern portion of the park along with associated landscape and hardscape. We understand the existing restroom building at the park will be demolished and replaced with a new prefabricated restroom building at the same location. Further improvements are to include the installation of underground utilities to support the new restroom building and new concrete flatwork.

The project site is sloping to the east and south with site elevations of approximately 355 to 343 feet above mean sea level (MSL). The global coordinates of the project site are approximately 33.20588° North Latitude and 117.23583° West Longitude. 4 SUBSURFACE EVALUATION
Our subsurface exploration was conducted on February 27, 2025 and included the drilling, logging, and sampling of one small-diameter boring (B-1) to a depth of approximately 30.3 feet using a truck-mounted drill rig equipped with 8-inch diameter hollow-stem augers.

Ninyo & Moore personnel logged the boring in general accordance with the Unified Soil Classification System (USCS) and ASTM International (ASTM) Test Method D 2488 by observing drill cuttings and drive samples. Representative bulk and in-place soil samples were collected at selected depths from within the exploratory boring and were transported to our in- house geotechnical laboratory for analysis. The approximate location of the exploratory boring is shown on Figure 2. The log of the boring is included in Appendix A. 5 LABORATORY TESTING
Geotechnical laboratory testing was performed on representative soil samples collected from our subsurface exploration. Testing included an evaluation of in-situ dry density and moisture content, gradation by sieve analysis, sieve analysis by No. 200 wash, shear strength, expansion index, and soil corrosivity. The results of the in-situ dry density and moisture content tests are presented on the boring log presented in Appendix A. Descriptions of the test procedures used and the results of the other laboratory tests that we performed are presented in Appendix B. 6 GEOLOGIC AND SUBSURFACE CONDITIONS
Our findings regarding regional and site geology at the project location are provided in the following sections.
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6.1 Regional Geologic Setting
The project site is situated in the coastal foothill section of the Peninsular Ranges Geomorphic Province. The province encompasses an area that extends approximately 900 miles from the Transverse Ranges and the Los Angeles Basin south to the southern tip of Baja California (Norris and Webb, 1990; Harden, 2004). The province varies in width from approximately 30 to 100 miles. In general, the province consists of rugged mountains underlain by Jurassic metavolcanic and metasedimentary rocks and Cretaceous igneous rocks of the southern California batholith.

The Peninsular Ranges Province is traversed by a group of sub-parallel faults and fault zones trending roughly northwest (Jennings, 2010). Several of these faults are considered active. The Elsinore, San Jacinto, and San Andreas faults are active fault systems located northeast of the project area and the Rose Canyon, Coronado Bank, San Diego Trough, and San Clemente faults are active faults located west of the project site. Major tectonic activity associated with these and other faults within the regional tectonic framework consists primarily of right-lateral, strike-slip movement. Specifics of faulting are discussed in the following sections of this report.

6.2 Site Geology
Geologic units mapped at the site include fill, younger alluvium, and tonalite (Kennedy and Tan, 2008). Generalized descriptions of the earth units encountered during our field reconnaissance and subsurface exploration are provided in the subsequent sections. Additional descriptions of the subsurface units are provided on the log of the boring in Appendix A. The geology of the site is shown on Figure 4.

6.2.1 Fill
Fill was encountered at the surface in boring B-1 and extended to a depth of approximately 7 feet. As encountered, the fill materials generally consisted of dark brown, moist, loose, silty sand and stiff, sandy lean clay. Scattered roots and various amounts of gravel were encountered in the fill material. Documentation regarding placement of these fills was not available for our review.

6.2.2 Younger Alluvium
Younger alluvium was encountered underlying the fill material in boring B-1 and extended to a depth of approximately 25 feet. As encountered, the alluvial materials generally consisted of dark brown and reddish brown, wet, very loose, sandy silt and medium dense to very dense, 05/12/2026 C6 282 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 4 silty sand. Scattered micaceous materials, intermittent clay, and various amounts of gravel were encountered in the alluvial material.

6.2.3 Tonalite (referred to as Granitic Rock)
Granitic rock mapped as Tonalite was encountered underlying the younger alluvium and extended to the total depths explored. As encountered, the granitic rock was observed to be brown, wet, and moderately weathered.

6.3 Groundwater
Groundwater was encountered in our subsurface evaluation at a depth of approximately 7 feet during drilling. Groundwater levels can fluctuate due to seasonal variations, groundwater withdrawal or injection, and other factors. Additionally, perched water conditions may be present at the site due to the geologic contact between the fill, younger alluvium, and tonalite and the presence of trench backfill and bedding materials for underground utilities, as these materials tend to act as a conduit for perched water conditions.

6.4 Flood Hazard
Based on our review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRM), the project site is within the limits of Flood Zone AE: special flood hazard area with base flood elevation. Additionally, the project site is also mapped as a flood hazard zone by the City of Vista. Based on our review of the flood maps and the site’s location adjacent to the Buena Vista Creek, the potential for flooding to impact the site is considered high.

6.5 Landsliding
Per Tan (1995), the site is mapped as “least susceptible” to landsliding. Based on our review of referenced geologic maps, literature, topographic maps, and stereoscopic aerial photographs, as well as our subsurface evaluation, no landslides or indications of deep-seated landsliding were noted underlying the project site. As such, the potential for significant large-scale slope instability at the site is not a design consideration.

6.6 Faulting and Seismicity
Based on our review of the referenced geologic maps and stereoscopic aerial photographs, as well as on our geologic review, the site is not underlain by known active or potentially active faults (i.e., faults that exhibit evidence of ground displacement in the last 11,000 years and 2,000,000 years, respectively). The site is not located within a State of California Earthquake Fault Zone (EFZ) (formerly known as an Alquist-Priolo Special Studies Zone) (Hart and 05/12/2026 C6 283 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 5 Bryant, 2007). However, like the majority of Southern California, the site is located in a seismically active area and the potential for strong ground motion is considered significant during the design life of the proposed structure. Figure 3 shows the approximate site location relative to the major faults in the region. The nearest known active fault is the Rose Canyon fault, located approximately 11½ miles west of the site.

6.6.1 Strong Ground Motion
Considering the proximity of the site to active faults capable of producing a maximum moment magnitude of 6.0 or more, the project area has a high potential for experiencing strong ground motion. The 2022 California Building Code (CBC) specifies that the risk-targeted maximum considered earthquake (MCER) ground motion response accelerations be used to evaluate seismic loads for design of buildings and other structures. Based on mapped values for the site (CGS, 2015), the average shear wave velocity in the upper 30 meters (100 feet) of the subsurface profile (VS30) is estimated at approximately 352 meters per second (1,154 feet per second). In accordance with Chapter 20 of the American Society of Civil Engineers (ASCE) Publication 7-16 (2017) for the Minimum Design Loads and Associated Criteria for Building and Other Structures, the site classification is Site Class D.

In accordance with ASCE 7-16, the mapped MCER ground motion response accelerations were determined using the 2025 American Society of Civil Engineers (ASCE) seismic design tool (web-based). The MCER ground motion response accelerations are based on the spectral response accelerations for 5 percent damping in the direction of maximum horizontal response and incorporate a target risk for structural collapse equivalent to 1 percent in 50 years with deterministic limits. Spectral response acceleration parameters, consistent with the 2022 CBC, are provided in Section 8.2 for the evaluation of seismic loads on buildings and other structures. Based on the types of proposed improvements, we assumed that the exceptions provided in Section 11.4.8 of ASCE 7-16 will be applied to the project and a site-specific ground motion hazard analysis will not be needed.

ASCE 7-16 specifies that the potential for liquefaction and soil strength loss be evaluated, where applicable, for the maximum considered earthquake geometric mean (MCEG) peak ground acceleration adjusted for site effects (PGAM). The PGAM is based on the geometric mean peak ground acceleration with a 2 percent probability of exceedance in 50 years. The PGAM was calculated as 0.477g.
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6.6.2 Ground Rupture
Based on our review of the referenced literature and our site reconnaissance, active faults are not known to cross the project vicinity. Therefore, the potential for ground surface rupture due to faulting at the site is considered low. However, lurching or cracking of the ground surface as a result of nearby seismic events is possible.

6.6.3 Liquefaction and Seismically Induced Settlement
Liquefaction is the phenomenon in which loosely deposited granular soils with silt and clay contents of less than approximately 35 percent and non-plastic silts located below the water table undergo rapid loss of shear strength when subjected to strong earthquake-induced ground shaking. Ground shaking of sufficient duration results in the loss of grain-to-grain contact due to a rapid rise in pore water pressure, and causes the soil to behave as a fluid for a short period of time. Liquefaction is known generally to occur in saturated or near- saturated cohesionless soils at depths shallower than 50 feet below the ground surface.

Factors known to influence liquefaction potential include composition and thickness of soil layers, grain size, relative density, groundwater level, degree of saturation, and both intensity and duration of ground shaking.

The site is underlain by fill and alluvium up to a depth of approximately 25 feet, and groundwater was encountered at a depth of approximately 7 feet. Accordingly, we evaluated the liquefaction potential at the project site. Liquefaction evaluation was performed using a maximum characteristic magnitude of 7.0 associated with Rose Canyon fault and MCEG peak ground acceleration with adjustment for site class effects (PGAM) of

0.477g as discussed in previous sections. A groundwater depth of 7 feet was used in our analysis based on the groundwater encountered during our subsurface evaluation. The liquefaction analysis was performed using the computer program LiquefyPro (CivilTech Software, 2017). The analysis was based on the National Center for Earthquake Engineering Research (NCEER) procedure (Youd, et al., 2001) using Modified Robertson Method (1997). Our analysis indicates that loose to medium dense soils are susceptible to liquefaction up to a depth of approximately 16 feet below the ground surface.

As a result of liquefaction, the proposed structure may be subject to several hazards, including liquefaction-induced settlement. In order to estimate the amount of post-earthquake settlement, the method proposed by Ishihara and Yoshimine (1992) was used for the evaluation of dynamic settlement. The amount of soil settlement during a strong seismic event depends on the thickness of the liquefiable layers and the density and/or consistency of the soils. Post-earthquake total settlement on the order of 05/12/2026 C6 285 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 7 approximately 3 inches was calculated for the site using the computer program LiquefyPro (CivilTech Software, 2017). Differential settlements approximately 2 inches over a horizontal span of 40 feet should be expected. Our liquefaction analysis results are presented in Appendix C. These dynamic settlements are considered additional to the static settlement discussed in following sections.

6.6.4 Surface Manifestation of Liquefaction
Based on the design curves developed by Ishihara (1985) the potential for surface manifestation of liquefaction (i.e., ground subsidence, sand boils, and/or seismically induced bearing failure) is a design consideration at this site.

6.6.5 Lateral Displacement
Lateral displacement of ground surface during an earthquake usually takes place along weak shear zones that have formed within a liquefiable soil layer. This phenomenon, which includes lateral spreading and flow failure, has generally been observed to take place in the direction of a free-face (i.e., retaining wall, slope, channel) but has also been observed to a lesser extent on sloping ground surfaces. For a site located in proximity to a free-face, the amount of lateral ground displacement is strongly correlated with the distance of the site from the free-face. Other factors such as earthquake magnitude, distance from the earthquake epicenter, thickness of the liquefiable layers, and the fines content and particle sizes of the liquefiable layers also affect the amount of lateral ground displacement.

Based on the earthquake magnitude, distance from the earthquake epicenter, thickness of the liquefiable layers, and the fines content and particle sizes of the liquefiable layers, lateral displacement for the site is approximately less than 1 foot. Based on California Geological Survey (CGS) Special Publication 117a, these movements would be considered “small scale” and can therefore be addressed using structural means.

6.6.6 Tsunamis
Tsunamis are long wavelength seismic sea waves (long compared to the ocean depth) generated by sudden movements of the ocean bottom during submarine earthquakes, landslides, or volcanic activity. According to the CGS Tsunami Hazard Area Map for the County of San Diego (Graehl and Wilson, 2022), the site is mapped as lying outside of tsunami inundation areas. Based on our review of the tsunami inundation map, along with the elevation and inland location of the site, the potential for damage due to tsunamis is considered unlikely.
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Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 8 7 CONCLUSIONS
Based on our review of the referenced background data, subsurface exploration, and laboratory testing, it is our opinion that construction of the proposed improvements is feasible from a geotechnical standpoint provided the recommendations presented in this report are incorporated into the design and construction of the project. In general, the following conclusions were made:
•The area of the proposed restroom building replacement structure is underlain by fill, alluvium, and granitic rock.
•The existing fill and alluvium encountered onsite should be generally excavatable with heavy- duty earth moving equipment in good working condition.
•Excavations extending into the granitic rock are anticipated to encounter difficult excavation conditions the use of heavy ripping should be anticipated. Drilling of holes will become difficult and coring or other special drilling methods may be needed to reach the design depths. •Onsite materials are generally considered suitable for reuse onsite as engineered fill, provided they are processed to meet the recommendations provided herein. •Groundwater was encountered at approximately 7 feet. However, perched water conditions may be encountered in such areas as existing utility trenches. •Due to the presence of a shallow groundwater table, excavations are anticipated to encounter caving and sloughing conditions. The contractor should anticipate be prepared to address these conditions during construction.
•Flooding of the site is a design consideration.
•The site is not located within a State of California Earthquake Fault Zone (Alquist-Priolo Special Studies Zone). However, the closest known major active fault is the Rose Canyon Fault, which is located approximately 11½ miles west of the project. •The results of our evaluation indicate that the site is underlain by soils susceptible to liquefaction. Our analysis of the subsurface data indicates that approximately 3 inches of seismically induced settlement and less than 1 foot of lateral could occur during a major seismic event. Accordingly, recommendations to mitigate these effects, along with the effects of sand boils, are presented in the following sections. •Based on the results of our geotechnical laboratory testing, the onsite soils would not be classified as corrosive based on the Caltrans corrosion guidelines (2021). 8 RECOMMENDATIONS
Based on our understanding of the project, the following recommendations are provided for the design and construction of the project. The proposed site improvements should be constructed in accordance with the requirements of the applicable governing agencies. 05/12/2026 C6 287 of 440

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8.1 Earthwork
In general, earthwork should be performed in accordance with the recommendations presented in this report. Ninyo & Moore should be contacted for questions regarding the recommendations or guidelines presented herein.

8.1.1 Site Preparation
Site preparation should begin with the removal of flatwork, vegetation, utility lines, asphalt, concrete, and other deleterious debris from areas to be graded. Tree stumps and roots should be removed to such a depth that organic material is generally not present. Clearing and grubbing should extend to the outside of the proposed excavation and fill areas. The debris and unsuitable material generated during clearing and grubbing should be removed from areas to be graded and disposed of at a legal dumpsite away from the project area.

8.1.2 Excavation Characteristics
The results of our field exploration program indicate that the project site, as presently proposed, is underlain by fill, alluvium, and granitic rock. The fill and alluvium should be generally excavatable with heavy-duty earth moving equipment in good working condition.

Zones containing gravel and cobbles may be encountered and additional efforts including heavy ripping should be anticipated. Excavations extending into the granitic rock are anticipated to encounter difficult excavation conditions the use of heavy ripping should be anticipated. Drilling of holes will become difficult and coring or other special drilling methods may be needed to reach the design depths. Excavations extending into or near groundwater will encounter caving and yielding subgrade conditions.

8.1.3 Temporary Excavations
For temporary excavations, we recommend that the following Occupational Safety and Health Administration (OSHA) soil classifications be used:

Fill and Younger Alluvium Type C
Granitic Rock Type A
Upon making the excavations, the soil classifications and excavation performance should be evaluated in the field by the geotechnical consultant in accordance with the OSHA regulations.

Temporary excavations should be constructed in accordance with OSHA recommendations.

For trench or other excavations, OSHA requirements regarding personnel safety should be met using appropriate shoring (including trench boxes) or by laying back the slopes to no steeper than 1.5:1 (horizontal to vertical) in the fill and younger alluvium and 3/4:1 (horizontal to vertical) 05/12/2026 C6 288 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 10 in the granitic rock. Excavations encountering seepage should be evaluated on a case-by-case basis. Onsite safety of personnel is the responsibility of the contractor.

8.1.4 Remedial Grading Restroom Building
Due to the existence of potentially compressible fills and the underlying liquefiable alluvial soils a mat foundation is being recommended to support the prefabricated restroom building. In order to provide suitable subgrade support for the proposed building mat foundation, we recommend that the existing subgrade soils within the building pad be over-excavated and replaced with compacted, engineered fill. For the purposes of this report, the building pad is defined as the structural footprint of the building (including foundations for attached overhangs, canopies, and other building appurtenances) plus a horizontal distance of 5 feet.

We recommend that the existing near-surface materials within the building pad be removed to a depth of 3 feet below the bottom of the mat foundation. This overexcavation should extend to the horizontal limits of the building pad as previously defined, where feasible. The lateral extents of the overexcavation may be modified in the field based on site constraints such as existing structures and other settlement sensitive improvements. The extent and depths of removals and overexcavations should be evaluated by Ninyo & Moore’s representative in the field based on the materials exposed.

Subsequent to removal, the resulting surface should be scarified to a depth of approximately 8 inches, moisture conditioned, and recompacted to a relative compaction of 90 percent as evaluated by the ASTM International (ASTM) Test Method D 1557 prior to placing new fill. Once the resulting removal surface has been recompacted, the overexcavation should be backfilled with generally granular soils that possess a very low to low expansion potential (i.e., an expansion index [EI] less than 50). These materials are anticipated to consist of import soils or the soils derived from onsite excavations that have been processed to meet the soil characteristics recommended in the “Materials for Fill” section of this report.

8.1.5 Mitigation of Unstable Excavation Bottoms
We anticipate that the bottoms of excavations that extend into or near the groundwater level will encounter unstable bottom conditions. In general, to mitigate the bottom of excavations that encounter unstable bottom conditions, we recommend that the following mitigation measures be performed:
Removal of the existing soils beneath the proposed improvement to a depth of 18 inches below the bottom of the excavation.
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Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 11 A layer of geosynthetic woven fabric (Mirafi HP 570 or equivalent) should then be rolled out over the dressed overexcavation bottom. A dressed overexcavation bottom has been smoothed out and flattened such that ruts, indentations, and irregular transitions are generally not present. The geosynthetic woven fabric material should overlap approximately 2 feet. Heavy equipment traffic, including trucks, should not be allowed on the geosynthetic woven fabric.
An initial 12 inches of aggregate base materials should be pushed out over the geosynthetic woven fabric with low-pressure construction equipment. Compaction effort should then be made to this aggregate base layer using smaller, low-pressure construction equipment. Heavy equipment traffic, including trucks, should not be allowed on the initial lift of aggregate.
Following the placement and compaction of the initial lift of aggregate base, a second 6-inch lift of aggregate base materials should be placed and compacted using low-pressure construction equipment.
Fill may then be placed and compacted to the bottom of foundations in accordance with Section 9.1.10 of this report.

Such mitigation efforts should be evaluated in the field and adjusted on a case-by-case basis as needed. Specific recommendations for stabilizing excavation bottoms should be based on evaluation in the field by Ninyo & Moore at the time of construction.

8.1.6 Construction Dewatering
As noted, groundwater is anticipated at depths as shallow at 7 feet. In addition, significant fluctuations in the groundwater levels may occur as noted in previous sections. Dewatering measures during excavation operations may need to be planned by the contractor and reviewed by the design engineer. Considerations for construction dewatering should include geotechnical characteristics, fluctuations in groundwater depth, anticipated drawdown, volume of pumping, potential for settlement, and groundwater discharge. Disposal of groundwater should be permitted in accordance with guidelines of the Regional Water Quality Control Board (RWQCB).

8.1.7 Materials for Fill
Granular materials (e.g., sand, silty sand, sandy silt, clayey sand) generated from onsite excavations are generally considered suitable for reuse as engineered fill provided they meet the following recommendations. Fill soils should possess an organic content of less than approximately 3 percent by volume (or 1 percent by weight), be free of debris, and exhibit an EI of 50 or less (i.e., low expansion potential) as evaluated by ASTM D 4829. In general, fill material should not contain rocks or lumps over approximately 3 inches in diameter, and not more than approximately 30 percent larger than ¾ inch. Fill materials placed in accordance with the remedial grading recommendations presented herein should possess an EI of 50 or less. 05/12/2026 C6 290 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 12 Imported fill material, if needed, should generally be granular soils with a very low to low expansion potential (i.e., an EI of 50 or less). Import fill material should not be considered corrosive as defined by California (Caltrans, 2021). Materials for use as fill should be evaluated by Ninyo & Moore’s representative prior to filling or importing. To reduce the potential of importing contaminated materials to the site, prior to delivery, soil materials obtained from off-site sources should be sampled and tested in accordance with standard practice (DTSC, 2001). Soils that exhibit a known risk to human health, the environment, or both, should not be imported to the site.

Additionally, concrete and asphalt concrete (AC) materials generated from the demolition of the existing improvements may be crushed and reused within the fill materials. These materials are considered suitable, provided they are processed and mixed with onsite soils to meet the gradation recommendations provided above. However, materials containing crushed AC should not be placed within the building pad. In areas of landscaping, the landscape architect should be consulted regarding the use of recycled AC and concrete materials within the fill.

8.1.8 Compacted Fill
Prior to placement of compacted fill, the contractor should request an evaluation of the exposed ground surface by Ninyo & Moore. Unless otherwise recommended, the exposed ground surface should then be scarified to a depth of approximately 8 inches and watered or dried, as needed, to achieve moisture contents generally at or slightly above the optimum moisture content. The scarified materials should then be compacted to a relative compaction of 90 percent as evaluated in accordance with ASTM D 1557. The evaluation of compaction by the geotechnical consultant should not be considered to preclude any requirements for observation or approval by governing agencies. It is the contractor's responsibility to notify this office and the appropriate governing agency when project areas are ready for observation, and to provide reasonable time for that review.

Fill materials should be moisture conditioned to generally at or slightly above the laboratory optimum moisture content prior to placement. The optimum moisture content will vary with material type and other factors. Moisture conditioning of fill soils should be generally consistent within the soil mass.

Prior to placement of additional compacted fill material following a delay in the grading operations, the exposed surface of previously compacted fill should be prepared to receive fill. Preparation may include scarification, moisture conditioning, and recompaction. 05/12/2026 C6 291 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 13 Compacted fill should be placed in horizontal lifts of approximately 8 inches in loose thickness. Prior to compaction, each lift should be watered or dried as needed to achieve a moisture content generally at or slightly above the laboratory optimum, mixed, and then compacted by mechanical methods, to a relative compaction of 90 percent as evaluated by ASTM D 1557. The upper 12 inches of the subgrade materials beneath vehicular pavements should be compacted to a relative compaction of 95 percent relative density as evaluated by ASTM D 1557. Successive lifts should be treated in a like manner until the desired finished grades are achieved.

8.1.9 Pipe Bedding and Modulus of Soil Reaction (E’)
It is our recommendation that new pipelines (pipes), where constructed in open excavations, be supported on 6 or more inches of granular bedding material. Granular pipe bedding should be provided to distribute vertical loads around the pipe. Bedding material and compaction requirements should be in accordance with this report. Pipe bedding typically consists of graded aggregate with a coefficient of uniformity of three or more.

The modulus of soil reaction (E’) is used to characterize the stiffness of soil backfill placed at the sides of buried flexible pipes for the purpose of evaluating deflection caused by the weight of the backfill over the pipe (Hartley and Duncan, 1987). A soil reaction modulus of 1,200 pounds per square inch (psi) may be used for an excavation depth of up to approximately 5 feet when backfilled with granular soil compacted to a relative compaction of 90 percent as evaluated by the ASTM D 1557.

8.1.10 Pipe Zone Backfill
The pipe zone backfill should be placed on top of the pipe bedding material and extend to 1 foot or more above the top of the pipe in accordance with the recent edition of the Standard Specifications for Public Works Construction (“Greenbook”). Pipe zone backfill should have a Sand Equivalent (SE) of 30 or more, and be placed around the sides and top of the pipe. Silts and clays should not be used as pipe zone backfill. Special care should be taken not to allow voids beneath and around the pipe. Compaction of the pipe zone backfill should proceed up both sides of the pipe.

It has been our experience that the voids within a crushed rock material are sufficiently large to allow fines to migrate into the voids, thereby creating the potential for sinkholes and depressions to develop at the ground surface. If open-graded gravel is utilized as pipe zone backfill, this material should be separated from the adjacent trench sidewalls and overlying trench backfill with a geosynthetic filter fabric.
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8.1.11 Utility Trench Zone Backfill
Based on our subsurface evaluation, the granular onsite earth materials should be generally suitable for reuse as trench zone backfill provided they are free of organic material, clay lumps, debris, and rocks more than approximately 3 inches in diameter. Trench zone backfill should be moisture-conditioned to generally at or slightly above the laboratory optimum. Trench zone backfill should be compacted to a relative compaction of 90 percent as evaluated by ASTM D 1557, except for the upper 12 inches of the backfill beneath vehicular pavements that should be compacted to a relative compaction of 95 percent as evaluated by ASTM D 1557. Lift thickness for backfill will depend on the type of compaction equipment utilized, but fill should generally be placed in lifts not exceeding 8 inches in loose thickness. Special care should be exercised to avoid damaging the pipe during compaction of the backfill.

8.1.12 Lateral Pressures for Thrust Blocks
Thrust restraint for buried pipelines may be achieved by transferring the thrust force to the soil outside the pipe through a thrust block. Thrust blocks may be designed using the lateral passive earth pressures presented on Figure 5. Thrust blocks should be backfilled wit h granular backfill material and compacted in accordance with recommendations presented in this report .

8.1.13 Drainage
Roof, pad, and slope drainage should be conveyed such that runoff water is diverted away from slopes and structures to suitable discharge areas by nonerodible devices (e.g., gutters, downspouts, concrete swales, etc.). Positive drainage adjacent to structures should be established and maintained. Positive drainage may be accomplished by providing drainage away from the foundations of the structure at a gradient of 2 percent or steeper for a distance of 5 feet or more outside building perimeters, and further maintained by a graded swale leading to an appropriate outlet, in accordance with the recommendations of the project civil engineer and/or landscape architect.

Surface drainage on the site should be provided so that water is not permitted to pond. A gradient of 2 percent or steeper should be maintained over the pad area and drainage patterns should be established to divert and remove water from the site to appropriate outlets.

Care should be taken by the contractor during final grading to preserve any berms, drainage terraces, interceptor swales or other drainage devices of a permanent nature on or adjacent to the property. Drainage patterns established at the time of final grading should be maintained for 05/12/2026 C6 293 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 15 the life of the project. The property owner and the maintenance personnel should be made aware that altering drainage patterns might be detrimental to foundation performance.

8.2 Seismic Design Considerations
Design of the proposed improvements should be performed in accordance with the requirements of governing jurisdictions and applicable building codes. Table 1 presents the seismic design parameters for the site in accordance with the CBC (2022) guidelines and adjusted MCE spectral response acceleration parameters (ASCE, 2025).

Table 1 – 2022 California Building Code Seismic Design Parameters Seismic Design Factors Value
Seismic Design Category D
Site Class D
Site Coefficient, Fa 1.133
Site Coefficient, Fv --
Mapped Spectral Acceleration at 0.2-second Period, Ss 0.917g Mapped Spectral Acceleration at 1.0-second Period, S1 0.338g Spectral Acceleration at 0.2-second Period Adjusted for Site Class, SMS 1.039g Spectral Acceleration at 1.0-second Period Adjusted for Site Class, SM1 -- Design Spectral Response Acceleration at 0.2-second Period, SDS 0.693g Design Spectral Response Acceleration at 1.0-second Period, SD1 -- Site-Specific Maximum Considered Earthquake Geometric Mean (MCEG) Peak Ground Acceleration (PGAM) 0.477g

8.3 Foundations
The following sections present our foundation recommendations to mitigate the effects of potential liquefaction (including seismic settlement, lateral spreading, sand boils, etc.). We recommend that the proposed restroom building be supported on a mat foundation system bearing on engineered fill materials prepared in accordance with the site preparation recommendations presented herein. Foundations should be designed in accordance with structural considerations and the following recommendations. In addition, requirements of the appropriate governing jurisdictions and applicable building codes should be considered in the design of the structures.

8.3.1 Mat Foundation
An allowable bearing pressure of 2,000 pounds per square foot (psf) may be assumed for a mat foundation constructed on the engineered fill recommended as part of the remedial 05/12/2026 C6 294 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 16 grading. This allowable bearing capacity may be increased by one-third when considering loads of a short duration such as wind or seismic forces. Thickness and reinforcement of the mat foundation should be in accordance with the recommendations of the project structural engineer.

Mat foundations typically experience some deflection due to loads placed on the mat and the reaction of the soils underlying the mat. A design coefficient of subgrade reaction, Kv1, of 150 pounds per cubic inch (pci) may be used for evaluating such deflections at the subject site. This value is based on a unit square-foot area and should be adjusted for the planned mat size. The coefficient of subgrade reaction Kb for a mat of specific width may be evaluated using the following equation:

Kb = Kv1[(b+1)/2b]2
where b is the width of the foundation in feet.

The B in the above equation represents the width (i.e., the lesser dimension of the width and length) of the mat in feet.

For resistance of the mat foundation to lateral loads, we recommend a passive pressure of 250 psf per foot of depth be used with an upper bound value of up to 2,500 psf. This value assumes that the ground is horizontal for a distance of 10 feet, or three times the height generating the passive pressure, whichever is greater. We recommend that the upper 1 foot of soil not protected by a concrete slab be neglected when calculating passive resistance. The passive resistance values may be increased by one-third when considering loads of short duration such as wind or seismic forces.

For frictional resistance to lateral loads on mat, we recommend a coefficient of friction of

0.25 at the concrete-soil interface. The lateral resistance can be taken as the sum of the frictional resistance and passive resistance provided the passive resistance does not exceed one-half of the total resistance.

8.3.2 Static Settlement
We estimate that the proposed structures, designed and constructed as recommended herein, and founded in compacted fill will undergo total settlement on the order of 1 inch. Differential settlement on the order of ½ inch over a horizontal span of 40 feet should be expected. These static settlements are considered to be in addition to the dynamic settlements presented in earlier sections of this report.
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8.4 Interior Concrete Slabs
We recommend that interior concrete slabs, such as the mat foundation, be underlain by compacted fill materials of generally very low to low expansion potential (i.e. an expansion index of 50 or less). If moisture sensitive floor coverings are to be used, we recommend that slabs be underlain by a vapor retarder and capillary break system consisting of a 10-mil polyethylene (or equivalent) membrane placed over 4 inches of medium to coarse, clean sand or pea gravel. The slab reinforcement and joint spacing should be designed by the project structural engineer.

8.5 Exterior Concrete Flatwork
We recommend that exterior concrete flatwork be 4 inches in thickness and should be reinforced with No. 3 reinforcing bars placed at 24 inches on-center both ways. A vapor retarder is not needed for exterior flatwork. To reduce the potential manifestation of distress to exterior concrete flatwork due to movement of the underlying soil, we recommend that such flatwork be installed with crack-control joints at appropriate spacing as designed by the civil engineer.

Before placement of concrete, the subgrade soils should be scarified to a depth of 8 inches, moisture conditioned to generally at or slightly above the laboratory optimum moisture content, and compacted to a relative compaction of 90 percent as evaluated by ASTM D 1557. Positive drainage should be established and maintained adjacent to flatwork.

8.6 Corrosion
Laboratory testing was performed on representative samples of the onsite earth materials to evaluate pH and electrical resistivity, as well as chloride and sulfate contents. The pH and electrical resistivity tests were performed in accordance with California Test (CT) 643 and the sulfate and chloride content tests were performed in accordance with CT 417 and CT 422, respectively. These laboratory test results are presented in Appendix B.

The results of the corrosivity testing indicated an electrical resistivity of 1,600 ohm-centimeters (ohm-cm), a soil pH of 7.2, a chloride content of 120 parts per million (ppm), and a sulfate content of

0.001 percent (i.e., 10 ppm). Based on a comparison with the Caltrans corrosion (2021) criteria, the onsite soils would not be classified as corrosive. Corrosive soils are defined as soil with an electrical resistivity less than 1,100 ohm-cm, a chloride content more than 500 ppm, more than 0.15 percent sulfates (1,500 ppm), and/or a pH less than 5.5.

8.7 Concrete
Concrete in contact with soil or water that contains high concentrations of water-soluble sulfates that can be subject to premature chemical and/or physical deterioration. As noted, the soil sample 05/12/2026 C6 296 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 18 tested in this evaluation indicated a water-soluble sulfate content of 0.001 percent by weight (i.e., 10 ppm). Based on the American Concrete Institute (ACI) 318 criteria, the site soils would correspond to exposure class S0. For this exposure classes, ACI 318 recommends that normal weight concrete in contact with soil possess a compressive strength of 2,500 pounds per square inch (psi) or more. Furthermore, due to the potential for variability of site soils, we also recommend that normal weight concrete in contact with soil use Type II, II/V, or V cement. 9 PRE-CONSTRUCTION CONFERENCE
We recommend that a pre-construction meeting be held prior to commencement of grading. The owner or his representative, the agency representatives, the architect, the civil engineer, Ninyo & Moore, and the contractor should attend to discuss the plans, the project, and the proposed construction schedule.
10 PLAN REVIEW AND CONSTRUCTION OBSERVATION
The conclusions and recommendations presented in this report are based on analysis of observed conditions in widely spaced exploratory borings. If conditions are found to vary from those described in this report, Ninyo & Moore should be notified, and additional recommendations will be provided upon request. Ninyo & Moore should review the final project drawings and specifications prior to the commencement of construction. Ninyo & Moore should perform the needed observation and testing services during construction operations.

The recommendations provided in this report are based on the assumption that Ninyo & Moore will provide geotechnical observation and testing services during construction. In the event that it is decided not to utilize the services of Ninyo & Moore during construction, we request that the selected consultant provide the client with a letter (with a copy to Ninyo & Moore) indicating that they fully understand Ninyo & Moore’s recommendations, and that they are in full agreement with the design parameters and recommendations contained in this report. Construction of proposed improvements should be performed by qualified subcontractors utilizing appropriate techniques and construction materials.
11 LIMITATIONS
The field evaluation, laboratory testing, and geotechnical analyses presented in this report have been conducted in general accordance with current practice and the standard of care exercised by geotechnical consultants performing similar tasks in the project area. No warranty, expressed or implied, is made regarding the conclusions, recommendations, and opinions presented in this report. There is no evaluation detailed enough to reveal every subsurface condition. Variations 05/12/2026 C6 297 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 19 may exist and conditions not observed or described in this report may be encountered during construction. Uncertainties relative to subsurface conditions can be reduced through additional subsurface exploration. Additional subsurface evaluation will be performed upon request.

Please also note that our evaluation was limited to assessment of the geotechnical aspects of the project, and did not include evaluation of structural issues, environmental concerns, or the presence of hazardous materials.

This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. Ninyo & Moore should be contacted if the reader requires additional information or has questions regarding the content, interpretations presented, or completeness of this document.

This report is intended for design purposes only. It does not provide sufficient data to prepare an accurate bid by contractors. It is suggested that the bidders and their geotechnical consultant per- form an independent evaluation of the subsurface conditions in the project areas. The independent evaluations may include, but not be limited to, review of other geotechnical reports prepared for the adjacent areas, site reconnaissance, and additional exploration and laboratory testing.

Our conclusions, recommendations, and opinions are based on an analysis of the observed site conditions. If geotechnical conditions different from those described in this report are encountered, our office should be notified, and additional recommendations, if warranted, will be provided upon request. It should be understood that the conditions of a site could change with time as a result of natural processes or the activities of man at the subject site or nearby sites. In addition, changes to the applicable laws, regulations, codes, and standards of practice may occur due to government action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which Ninyo & Moore has no control.

This report is intended exclusively for use by the client. Any use or reuse of the findings, conclusions, and/or recommendations of this report by parties other than the client is undertaken at said parties’ sole risk.
05/12/2026 C6 298 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 20 12 REFERENCES
American Concrete Institute (ACI), 2022, ACI 318 Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19).

American Society of Civil Engineers (ASCE), 2017, Minimum Design Loads for Buildings and Other Structures, ASCE 7-16.

American Society of Civil Engineers (ASCE), 2018, Supplement 1, Standard 7-16 Minimum Design Loads and Associated Criteria for Buildings and Structures: dated December 12.

American Society of Civil Engineers (ASCE), 2025, ASCE Hazard Tool, https://ascehazardtool.org/ .

Building News, 2021, “Greenbook,” Standard Specifications for Public Works Construction: BNI Publications.

Building Seismic Safety Council, 2015, National Earthquake Hazards Reduction Program (NEHRP) Recommended Seismic Provisions for New Buildings and Other Structures (FEMA P-1051), dated July.

California Building Standards Commission, 2022, California Building Code (CBC), Title 24, Part 2, Volumes 1 and 2.

California Department of Transportation (Caltrans), 2021, Corrosion Guidelines (Version 3.2), Division of Engineering and Testing Services, Corrosion Technology Branch: dated May.

California Department of Water Resources (CDWR), 2025, California Dam Breach Inundation Maps, Division of Safety of Dams, fmds.water.ca.gov/maps/damim/.

California Geological Survey, State of California, 2008, Guidelines for Evaluating and Mitigating Seismic Hazards in California, CGS Special Publication 117A.

California Geological Survey (CGS), 2016, Earthquake Shaking Potential for California (revised): Map Sheet 48.

California Geological Survey (CGS), 2018, California Earthquake History and Catalogs – Downloadable California Earthquake Catalogs,
http://www.conservation.ca.gov/cgs/rghm/quakes .

County of San Diego, 1974, Ortho-Topographic Survey, Sheet 378-1695.

County of San Diego, 1960, Ortho-Topographic Survey, Sheet 378-1695.

Department of Toxic Substances Control (DTSC), 2001, Information Advisory – Clean Import Fill Material, http://www.dtsc.ca.gov/Schools/index.cfm: dated October.

Geotracker website, 2025, www.geotracker.waterboards,ca.gov .

Google Earth, 2025, https://www.google.com/earth .

Graehl, N.G., and Wilson, R.I., 2022, Tsunami Hazard Area Map, San Diego County; produced by the California Geological Survey and the California Governor’s Office of Emergency Services.

Harden, D.R., 2004, California Geology, 2nd ed.: Prentice Hall, Inc. 05/12/2026 C6 299 of 440

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 21 Hart, E.W., and Bryant, W.A., 2007, Fault-Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps: California Department of Conservation, California Geological Survey, Special Publication 42, with Supplement 1 added in 2012, Supplement 2 added in 2014, Supplement 3 added in 2015, and Supplement 4 added in 2016.

Hartley, J.D., and Duncan, J.M., 1987, E’ and Its Variation with Depth: American Society of Civil Engineers (ASCE), Journal of Transportation Engineering, Vol. 113, No. 5: dated September.

Historic Aerials website, 2025, www.historicaerials.com .

Jennings, C.W., 2010, Fault Activity Map of California and Adjacent Areas: California Geological Survey, California Geological Map Series, Map No. 6.

Kennedy, M.P., and Peterson, G.L., 1975, Geology of the La Mesa Quadrangle, San Diego County, California, Scale 1:24,000.

Kennedy, M.P., and Tan, S.S., 2008, Geologic Map of the Oceanside 30’ x 60’ Quadrangle, California, Scale 1:100,000.

Ninyo & Moore, In-house Proprietary Data.

Ninyo & Moore, 2024, Proposal for Geotechnical Evaluation, Wildwood Park Restroom Building Replacement, 651 East Vista Way, Vista, CA, 651 E Vista Way, Vista, California, Proposal No. 02-03530: dated November 20.

Norris, R. M. and Webb, R. W., 1990, Geology of California, Second Edition: John Wiley & Sons, Inc.

Tan, S.S., 1995, Landslide Hazards in the Southern Part of the San Diego Metropolitan Area, San Diego County, California, California Geological Survey, Landslide Hazard Identification Map No. 33, Open-File Report 95-03.

United States Department of Agriculture (USDA), Aerial Photographs, Flight AXN-8M, Numbers 25 and 26, Flown 5/2/53, Scale 1:20,000.

United States Department of the Interior, Bureau of Reclamation, 1989, Engineering Geology Field Manual.

United States Federal Emergency Management Agency (FEMA), 2012, Flood Insurance Rate Map Number 06073C1639H: effective date May 16.

United States Geological Survey (USGS), 2018, San Marcos Quadrangle, California, 7.5-Minute Series: Scale 1:24,000.

United States Geological Survey (USGS), 2025a, 2008 National Seismic Hazard Maps - Fault Parameters, World Wide Web,
http://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_main.cfm/ .

United States Geological Survey (USGS), 2025b, 2014 Building Seismic Safety Council Scenario Catalog, World Wide Web, https://earthquake.usgs.gov/scenarios/catalog/bssc2014/:
accessed in September.

United States Geological Survey (USGS), 2025c, Unified Hazard Tool; https://earthquake.usgs.gov/hazards/interactive/ .
.
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Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025 Appendix A
Phot ograph hic DocumentationFIGURES
05/12/2026 C6 301 of 440

SITE
"
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FEET
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§¨¦5
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UV78
UV52
UV94

MAP INDEX
San DiegoCounty
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m
x
d

3 /
3 1
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2 0
2 5

A
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B
NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: ESRI WORLD TOPO, 2024

SITE LOCATION
FIGURE 1
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WILDWOOD PARK RESTROOM BUILDING REPLACEMENT651 EAST VISTA WAYVISTA, CALIFORNIA 05/12/2026 C6 302 of 440

@AB-1TD=30.3
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354 356
358
344
360
342
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3 /
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A
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NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE. | SOURCE: GOOGLE EARTH, 2025

GEOTECHNICAL MAP
FIGURE 2
!o 0 60 120
FEET
110030001 | 4/25
WILDWOOD PARK RESTROOM BUILDING REPLACEMENT651 EAST VISTA WAYVISTA, CALIFORNIA LEGEND
@A B-1TD=30.3
BORINGTD=TOTAL DEPTH IN FEET
Qaf ARTIFICIAL FILL

YOUNG ALLUVIUM

TONALITE
QyaKt
Qaf/Qya/Kt
"

PROPOSED RESTROOM REPLACEMENT
05/12/2026 C6 303 of 440

M E X I C OUSA
Pacific Ocean
NEVADA

CALIFORNIA

SAN JACI NTO

ELSI NOR E

IMPERIAL

W H I T T I E R

NEWPORT-I NGLEWOOD

CORONADOBANK

SANDIEGOTROUGH

SANCLEMENTE

SANTACRUZ-SANTA CATALI NA RID GE

PALOSVERDES
OFFS
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OF D
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GARLOCK

CL EARW AT ERSAN

GABRIEL

SIERRA MADR E

B A N N I N G

M I S S I O N C R E E K

BLACKWATERHARPERLOCKHART

LENWOOD

CAMP ROCK

CALICO LUDLOWPISGAH

BULLIONMOUNTAIN

JOHNSONVALLEY

EMERSON

PINTO MOUNTA IN
MANIX

MIRAGE VALLEY
NORTH

HELENDALE

FRONTAL
CHINO

SAN JOSECUCAMONGA

MA L IB U C O A S T SANTA MON IC A

SANCAYETANO

SANTASUSANASANTA
ROSA

NORTHRIDGE

CHARNOCK
SAWPIT
CANYON

SUPERSTITIONHILLS
ROSE
CANYON

PINE MOUNTAI N

WHITE WOLF
SAN AN
D
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A
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F
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WH EE LER

POSOCREEK

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SALTON C REEK
SAN
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F
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COYOTE CREEK
CLARK

GLEN IVY

EARTHQUAKE VALLEY
ELMORE
RANCH
LAGUNA
SALADA
BRA
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San Bernardino County
Kern County
Riverside County
San Diego County
Imperial County
Los Angeles County
Inyo CountyTulare County
Ventura County
Orange County
Copyright:(c) 2014 Esri

CALIFORNIA

HOLOCENE ACTIVE

CALIFORNIA FAULT ACTIVITY

HISTORICALLY ACTIVE

LATE QUATERNARY (POTENTIALLY ACTIVE)STATE/COUNTY BOUNDARY

QUATERNARY (POTENTIALLY ACTIVE)
SOURCE: U.S. GEOLOGICAL SURVEY AND CALIFORNIA GEOLOGICAL SURVEY, 2006,QUATERNARY FAULT AND FOLD DATABASE FOR THE UNITED STATES.

SITE"
3_1
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0 3
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m
x
d

3 /
3 1
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NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE.

FAULT LOCATIONS
FIGURE 3
!o 0 30 60
MILES
LEGEND
!
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WILDWOOD PARK RESTROOM BUILDING REPLACEMENT651 EAST VISTA WAYVISTA, CALIFORNIA 05/12/2026 C6 304 of 440

SITE"
REFERENCE: KENNEDY, M.P., TAN, S.S., 2007, GEOLOGIC MAP OF THE OCEANSIDE 30 X 60-MINUTEQUADRANGLE, CALIFORNIA 4_1
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NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE.

GEOLOGY
FIGURE 4
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FEET
LEGEND_____________________________________
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WILDWOOD PARK RESTROOM BUILDING REPLACEMENT651 EAST VISTA WAYVISTA, CALIFORNIA 05/12/2026 C6 305 of 440

Geotechnical & Environmental Sciences Consultants
FIGURE 5

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY

VISTA, CALIFORNIA
110030001 I 4/25

THRUST BLOCK LATERAL EARTH PRESSURE DIAGRAM

GROUNDWATER BELOW BLOCK
GROUNDWATER ABOVE BLOCK2.

1. P = 150p (D -d )2 2 lb/ft
d (VARIES)
P
Pp
p

D (VARIES)

GROUND SURFACE

3.ASSUMES BACKFILL IS GRANULAR MATERIAL

4.ASSUMES THRUST BLOCK IS ADJACENT TO COMPETENT MATERIAL 1 Pp 2
pP = 1.19 (D - d)[124.8h + 64.8 (D+d)]
GROUNDWATER TABLE6.

D, d AND h ARE IN FEET5.
h
lb/ft

NOT TO SCALE
NOTES:

THRUST
BLOCK
11 0
0 3
0 0
0 1

D
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F
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A
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05/12/2026 C6 306 of 440

APPENDIX A
sXe) alate pm mere)

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025

APPENDIX A
Boring Log
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Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025

APPENDIX A

BORING LOG
Field Procedure for the Collection of Disturbed Samples Disturbed soil samples were obtained in the field using the following methods.

Bulk Samples
Bulk samples of representative earth materials were obtained from the exploratory boring.

The samples were bagged and transported to the laboratory for testing.

The Standard Penetration Test (SPT) Sampler
Disturbed drive samples of earth materials were obtained by means of a Standard Penetration Test sampler. The sampler is composed of a split barrel with an external diameter of 2 inches and an unlined internal diameter of 1⅜ inches. The sampler was driven into the ground with a 140-pound hammer free-falling from a height of 30 inches in general accordance with ASTM D 1586. The blow counts were recorded for every 6 inches of penetration; the blow counts reported on the log are those for the last 12 inches of penetration. Soil samples were observed and removed from the sampler, bagged, sealed and transported to the laboratory for testing.

Field Procedure for the Collection of Relatively Undisturbed Samples Relatively undisturbed soil samples were obtained in the field using the following method.

The Modified Split-Barrel Drive Sampler
The sampler, with an external diameter of 3 inches, was lined with 1-inch-long, thin brass rings with inside diameters of approximately 2.4 inches. The sample barrel was driven into the ground with the weight of a hammer in general accordance with ASTM D 3550. The driving weight was permitted to fall freely. The approximate length of the fall, the weight of the hammer, and the number of blows per foot of driving are presented on the boring log as an index to the relative resistance of the materials sampled. The samples were removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing. 05/12/2026 C6 308 of 440

SA
M
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S

BORING LOG EXPLANATION SHEET
DEP
T
H

(feet
)

BLO
W
S
/
F
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T
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(%)
DRY

DEN
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(PCF
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U.S.

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.

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.

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Dri
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n

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Bulk sample.

Modified split-barrel drive sampler.

No recovery with modified split-barrel drive sampler.

Sample retained by others.

J Standard Penetration Test (SPT).

No recovery with a SPT.

l| XX/XX Shelby tube sample. Distance pushed in inches/length of sample recovered in inches.

No recovery with Shelby tube sampler.

| Continuous Push Sample.

Seepage.

Groundwater encountered during drilling.

Groundwater measured after drilling.
10 ill
lk
SO

SM MAJOR MATERIAL TYPE (SOIL):

Solid line denotes unit change.

CL Dashed line denotes material change.

Attitudes: Strike/Dip
b: Bedding
c: Contact
15 j: Joint
f: Fracture
F: Fault
cs: Clay Seam
s: Shear
bss: Basal Slide Surface
sf: Shear Fracture
sz: Shear Zone
sbs: Shear Bedding Surface

The total depth line is a solid line that is drawn at the bottom of the boring. 20 (hr Ninyo «Moore BORING LOG
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BORING LOG
20 05/12/2026 C6 309 of 440

Soil Classification Chart Per ASTM D 2488
Primary Divisions Secondary Divisions
Group Symbol Group Name

COARSE-

GRAINED
SOILS more than 50% retained on No. 200 sieve
GRAVEL more than 50% of coarse fraction retained on No. 4 sieve

CLEAN GRAVEL
less than 5% fines
GW well-graded GRAVEL
GP poorly graded GRAVEL
GRAVEL with DUAL CLASSIFICATIONS
5% to 12% fines
GW-GM well-graded GRAVEL with silt
GP-GM poorly graded GRAVEL with silt
GW-GC well-graded GRAVEL with clay
GP-GC poorly graded GRAVEL with clay
GRAVEL with FINES more than
12% fines
GM silty GRAVEL
GC clayey GRAVEL
GC-GM silty, clayey GRAVEL
SAND 50% or more of coarse fraction passes No. 4 sieve

CLEAN SAND
less than 5% fines
SW well-graded SAND
SP poorly graded SAND
SAND with DUAL CLASSIFICATIONS
5% to 12% fines
SW-SM well-graded SAND with silt
SP-SM poorly graded SAND with silt
SW-SC well-graded SAND with clay
SP-SC poorly graded SAND with clay
SAND with FINES more than
12% fines
SM silty SAND
SC clayey SAND
SC-SM silty, clayey SAND
FINE-

GRAINED
SOILS 50% or more passes No. 200 sieve
SILT and
CLAY liquid limit less than 50%

INORGANIC
CL lean CLAY

ML SILT
CL-ML silty CLAY
ORGANIC OL (PI > 4)organic CLAY
OL (PI 50 > 105 > 33 > 70
Consistency - Fine-Grained Soil
Consis-tency
Spooling Cable or Cathead Automatic Trip Hammer
SPT (blows/foot)
Modified Split Barrel
(blows/foot)
SPT (blows/foot)
Modified Split Barrel (blows/foot)
Very Soft 30 > 39 > 20 > 26
LIQUID LIMIT (LL), %
PL
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0 10
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20 30
40 50
60 70
0 20 30 40 50 60 70 80 90 100
MH or OH
ML or OLCL - ML
Plasticity Chart
Grain Size
Description Sieve
Size Grain Size Approximate
Size
Boulders > 12”> 12”Larger than basketball-sized
Cobbles 3 - 12”3 - 12”Fist-sized to basketball-sized
Gravel
Coarse 3/4 - 3”3/4 - 3”Thumb-sized to
fist-sized
Fine #4 - 3/4”0.19 - 0.75”Pea-sized to thumb-sized
Sand
Coarse #10 - #4 0.079 - 0.19”Rock-salt-sized to pea-sized Medium #40 - #10 0.017 - 0.079”Sugar-sized to rock-salt-sized Fine #200 - #40 0.0029 - 0.017”Flour-sized to sugar-sized Fines Passing #200 < 0.0029”Flour-sized and smaller
CH or OH
CL or OL
05/12/2026 C6 310 of 440

0 5
10 15
20 11
5 11

20.8 28.2
105.3

98.8 SM
CL
ML
SM
FILL:

Dark brown, moist, loose, silty SAND; trace subrounded gravel; trace organics (roots).

Dark brown, moist, stiff, sandy lean CLAY.

YOUNG ALLUVIAL FLOOD PLAN DEPOSITS:

Dark brown, wet, very loose, sandy SILT; scattered micaceous material.

Dark brown, wet, medium dense, silty SAND; scattered micaceous material.

FIGURE A- 1

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 |4/25
DE
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DESCRIPTION/INTERPRETATION
DATE DRILLED 2/27/25 BORING NO.B-1
GROUND ELEVATION 349'(MSL)SHEET 1 OF
METHOD OF DRILLING 8-inch Diameter Hollow Stem-Auger (North County Drilling) DRIVE WEIGHT 140 lbs. (Auto Trip Hammer)DROP 30"

SAMPLED BY CMH LOGGED BY CMH REVIEWED BY GTF
2 05/12/2026 C6 311 of 440

20 25
30 35
40 38
47 50/2"
SM YOUNG ALLUVIAL FLOOD PLAN DEPOSITS:

Dark brown to reddish brown, wet, very dense, silty SAND with gravel.

GRANITIC ROCK: (TONALITE)
Brown, wet, moderately weathered, GRANITIC ROCK with fine- to coarse-grained.

Total Depth = 30.3 feet. (Refusal on bedrock).

Groundwater encountered at 7 feet during drilling.

Backfilled with approximately 10.5 cubic feet of bentonite-cement grout shortly after drilling on 2/27/25.

Note: Groundwater was measured at a depth of approximately 7 feet in borehole during drilling.

The ground elevation shown above is an estimation only. It is based on our interpretations of published maps and other documents reviewed for the purposes of this evaluation. It is not sufficiently accurate for preparing construction bids and design documents.

FIGURE A- 2

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 |4/25
DE
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DESCRIPTION/INTERPRETATION
DATE DRILLED 2/27/25 BORING NO.B-1
GROUND ELEVATION 349'(MSL)SHEET 2 OF
METHOD OF DRILLING 8-inch Diameter Hollow Stem-Auger (North County Drilling) DRIVE WEIGHT 140 lbs. (Auto Trip Hammer)DROP 30"

SAMPLED BY CMH LOGGED BY CMH REVIEWED BY GTF
2 05/12/2026 C6 312 of 440

APPENDIX B
(©T-Yo)(-Xe1aval (er= |i m=) ole) e-1ke) mam R= s-her ale

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025

APPENDIX B
Geotechnical Laboratory Tes ting
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Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025

APPENDIX B

GEOTECHNICAL LABORATORY TESTING
Classification
Soils were visually and texturally classified in accordance with the Unified Soil Classification System (USCS) in general accordance with ASTM D 2488. Soil classifications are indicated on the log of the exploratory boring in Appendix A.

In-Place Moisture and Density Tests
The moisture content and dry density of relatively undisturbed samples obtained from the exploratory borings were evaluated in general accordance with ASTM D 2937. The test results are presented on the log of the exploratory boring in Appendix A.

Gradation Analysis
A gradation analysis test was performed on a selected representative soil sample in general accordance with ASTM D 422. The grain size distribution curve is shown on Figure B-1. The test results were utilized in evaluating the soil classifications in accordance with the USCS. 200 Wash
An evaluation of the percentage of particles passing the No. 200 sieve in selected soil samples was performed in general accordance with ASTM D 1140. The results of these tests are presented on Figure B-2.

Direct Shear Test
A direct shear test was performed on a relatively undisturbed sample in general accordance with ASTM D 3080 to evaluate the shear strength characteristics of the selected material. The sample was inundated during shearing to represent adverse field conditions. The results are shown on Figure B-3.

Expansion Index Test
The expansion index of a selected material was evaluated in general accordance with ASTM D 4829. The specimen was molded under a specified compactive energy at approximately 50 percent saturation. The prepared 1-inch thick by 4-inch diameter specimen was loaded with a surcharge of 144 pounds per square foot and was inundated with tap water. Readings of volumetric swell were made for a period of 24 hours. The results of this test are presented on Figure B-4.

Soil Corrosivity Tests
Soil pH and electrical resistivity tests were performed on a representative sample in general accordance with CT 643. The sulfate and chloride contents of the selected sample were evaluated in general accordance with CT 417 and CT 422, respectively. The test results are presented on Figure B-5.
05/12/2026 C6 314 of 440

Coarse Fine Coarse Medium SILT CLAY 3" 2"¾"½" ⅜"4 8 30 50
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 422

B-1 0.0-5.0 ----------SM------32
Sample
Location
100
D10
16 200
Passing
No. 200
(percent)
Cc

GRAVEL SAND FINES
Symbol Plasticity
Index
Plastic
Limit
Liquid
Limit
1½" 1"
Depth
(ft)D30 Cu USCSD60
Fine

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0

0.00010.0010.010.1110100
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GRAIN SIZE IN MILLIMETERS
U.S. STANDARD SIEVE

NUMBERS HYDROMETER

GRADATION TEST RESULTS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 | 4/25
FIGURE B-1
110030001_SIEVE w No 8 B-1 @ 0.0-5.0
05/12/2026 C6 315 of 440

PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 1140
SM13Silty SAND with Gravel
Sandy SILT
Silty SAND SM
73 15.0-16.5
B-1
B-1
B-1
95 35
ML

20.0-21.5

10.0-11.5

USCSSAMPLE

LOCATION
SAMPLE
DEPTH
(ft)

PERCENT

PASSING
NO. 200

PERCENT

PASSING
NO. 4

DESCRIPTION (TOTAL

SAMPLE)
99 50B-1

25.0-26.5 Granitic ROCK
(Excavates as Silty SAND)
99 17 SM
NO. 200 SIEVE ANALYSIS TEST RESULTS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030 001 | 4/25
FIGURE B-2
110030001_200-WASHx405/12/2026 C6 316 of 440

5.0-6.5Sandy Lean CLAY B-1 Peak
Cohesion
(psf)
Friction Angle
(degrees)Soil Type
CL24
26 210
CL
Description Symbol Sample
Location
220
Depth
(ft)
Shear
Strength
PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 3080
Sandy Lean CLAY X Ultimate5.0-6.5B-1
0 1000
2000
3000
4000
5000
0 1000 2000 3000 4000 5000
SH
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(
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NORMAL STRESS (PSF)
FIGURE B-3

DIRECT SHEAR TEST RESULTS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 | 4/25
110030001_DIRECT SHEAR B-1 @ 5.0-6.505/12/2026 C6 317 of 440

PERFORMED IN GENERAL ACCORDANCE WITH
Very Low16.3 0.005 59.0 112.2

POTENTIAL

EXPANSION
FINAL

MOISTURE
(percent)

VOLUMETRIC
SWELL (in)
SAMPLE

LOCATION
B-1
SAMPLE
DEPTH (ft)

0.0-5.0

INITIAL

MOISTURE
(percent)

COMPACTED DRY
DENSITY (pcf)

EXPANSION
INDEX

UBC STANDARD 18-2 ASTM D 4829

EXPANSION INDEX TEST RESULTS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 | 4/25
FIGURE B-4
110030001_EXPANSION - SD B-1 @ 0.0-5.005/12/2026 C6 318 of 440

1 PERFORMED IN GENERAL ACCORDANCE WITH CALIFORNIA TEST METHOD 643 2 PERFORMED IN GENERAL ACCORDANCE WITH CALIFORNIA TEST METHOD 417 3 PERFORMED IN GENERAL ACCORDANCE WITH CALIFORNIA TEST METHOD 422

CHLORIDE
CONTENT 3
(ppm)
pH 1SAMPLE
DEPTH (ft)
SAMPLE

LOCATION
RESISTIVITY 1
(ohm-cm)

7.2 1201,600 10 0.001
SULFATE CONTENT 2
B-1 0.0-5.0
(ppm)(%)

CORROSIVITY TEST RESULTS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
651 EAST VISTA WAY, VISTA, CALIFORNIA
110030001 | 4/25
FIGURE B-5
110030001_CORROSIVITY B-1 @ 0.0-5.005/12/2026 C6 319 of 440

APPENDIX C
Liquefaction Analysis

Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025Ninyo & Moore | 651 East Vista Way, Vista, California | 110030001 | April 2, 2025

APPEN DIX C
Liquefac tion Analysis
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CivilTech Corporation

LIQUEFACTION ANALYSIS

WILDWOOD PARK RESTROOM BUILDING REPLACEMENT
110030001 C-1
Hole No.=B-1 Water Depth=7 ft Surface Elev.=349 Magnitude=7 Acceleration=0.477g
(ft)0
5 10
15 20
25 30
35 Shear Stress Ratio
CRR CSR fs1
Shaded Zone has Liquefaction Potential
0 1
Factor of Safety
0 51
Settlement
Saturated
Unsaturat.

S = 2.88 in.
0 (in.) 10
fs1=1
05/12/2026 C6 321 of 440

Ninyo & Moore | 1005 South Anza Street, El Cajon, California | 108686001 | December 6, 2018 5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 5710 Ruffin Road | San Diego, California 92123 | p. 858.576.1000 ARIZONA | CALIFORNIA | COLORADO | NEVADA | TEXAS | UTAH ninyoandmoore.com
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Appendix J:

Asbestos & Lead-Based Paint Inspection Report
171

171

Appendix J:

Asbestos & Lead-Based Paint Inspection Report

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ASBESTOS & LEAD-BASED PAINT

INSPECTION REPORT
For

WILDWOOD PARK
RESTROOM BUILDING 651 E. Vista Way Vista, California 92084 Prepared For

CITY OF VISTA – PUBLIC WORKS 1165 E. Taylor Street Vista, California 92084 Prepared By

16700 Valley View Avenue, Suite 100, La Mirada, California 90638 (714) 523- 9811 • Fax (714) 523-9810
www.encorp.net
March 19, 2025 ENCORP PROJECT NUMBER P25126.RES
Service, Quality, Integrity, and Commitment 05/12/2026 C6 324 of 440

TABLE OF CONTENTS
I. ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT
II. SAMPLE ANALYSIS
IIA. SAMPLE ANALYSIS – ASBESTOS
IIB. SAMPLE ANALYSIS - LEAD
III. CERTIFICATIONS
IV. FIELD INSPECTION DATA
V. LIMITATIONS

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I. ASBESTOS & LEAD-BASED PAINT

INSPECTION REPORT

I. ASBESTOS & LEAD-BASED PAINT

INSPECTION REPORT
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ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES Page 1

ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT
FACILITIES: .....................WILDWOOD PARK
RESTROOM BUILDING 651 E. Vista Way Vista, California 92084 INSPECTION DATE: ........March 19, 2025

INTRODUCTION
The CITY OF VISTA PUBLIC WORKS retained ENCORP to conduct a comprehensive asbestos and lead-based paint inspection for the WILDWOOD PARK RESTROOM BUILDING located at 651 E. Vista Way, Vista, California 92084. The inspection scope of work was limited to suspect Asbestos Containing Materials (ACM’s) and Lead-Based Painted Materials (LBPM’s) that would be impacted by the upcoming demolition/renovations. The inspection results that follow summarize the components tested and the results.

Asbestos is a general term applied to a group of naturally occurring minerals which separate into fibers. This fibrous material (e.g., Amosite, Chrysotile, Crocidolite, Tremolite, Anthophyllite, and Actinolite) are composed of silicates of aluminum, magnesium and other metals which are incombustible and very difficult to destroy or degrade. Asbestos has a tendency to break into a dust of tiny fibers which can float in the air and be inhaled or swallowed. Asbestos inhalation exposure has been shown to increase the risk of developing lung cancer, mesothelioma (cancer of the lining of the lung and/or abdomen.) and asbestosis (chronic lung disease), as well as other damage to the lungs. Exposure occurs by breathing asbestos fibers produced as a fine dust when asbestos is handled during fabrication, installation or removal. By definition Asbestos Containing Materials (ACM) are any materials or products which contain greater than 1 percent (1%) asbestos. CAL/OSHA further regulates the content of asbestos in materials or products that contain greater than 1 tenth of a percent (0.1%) of asbestos requiring work to be performed by a licensed abatement contractor, and asbestos containing material containing 0.1% or less of asbestos requiring notification and training for the purpose of worker protection.

ENCORP’s Certified Site Surveillance Technician and Lead Sampling Technician, Mr. Jesus Roman (CSST No. 19-6450, LRC-00001288) completed the site inspections. Sampling was performed under the direction of Certified Asbestos Consultant and Lead Inspector/ Assessor, Mr. Howard Baba (CAC No. 95-1791, LRC-00003404). Prior to sample collection, ENCORP’s representative conducted a visual investigation of the property to identify and quantify all suspect asbestos containing and lead painted building materials. Upon completion of the visual investigation, building materials were grouped into homogeneous categories and samples were collected from the suspect ACM’s previously identified.

SAMPLING METHODOLOGY – ASBESTOS
ENCORP used a modified random sampling protocol to collect the samples of the suspect ACM’s. Each of the suspect samples collected for this report were given a unique sample identification number and sealed inside leak proof containers for shipment to the laboratory for analysis.

Asbestos bulk samples collected during this inspection were analyzed by ENCORP Environmental Laboratory. ENCORP Environmental Laboratory is accredited by NIST/NVLAP for analysis of asbestos fibers in bulk. PLM Bulk samples were analyzed by Polarized Light Microscopy (PLM)/Dispersion Staining (EPA/600/R-93/116). ENCORP NVLAP Lab Code 200878-0, 16700 Valley View Ave, Suite 100, La Mirada, CA 90638, 714-523-9811.

Because fibers with a diameter less than one micron will not be seen using PLM, a possibility exists that the asbestos content of materials with low asbestos percentages (such as floor tiles and soils) could actually be higher when analyzed by TEM, SEM, or X-ray diffraction.

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ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES Page 2

INSPECTION RESULTS -- ASBESTOS
The following contains the summary of the suspect asbestos containing materials sampled during this inspection, including the location and laboratory analysis. Positive ACM’s are distinguished in “bold”. Samples collected and found not to contain asbestos are classified as being None Detected “ND”. The complete sampling results can be found in the attachment section of this report.

SUMMARY OF SUSPECT MATERIALS TESTED
Sample
No.

Building Component Location of Material Condition Friability Estimated Quantity % and type of Asbestos 064298 1 2 3
Cinderblock Walls Restroom Building G NF 800 sq ft ND
4 5 6 Concrete Slab Restroom Building G NF 500 sq ft ND 7 8 9
Textured Floor Coating Restroom Building G NF 500 sq ft ND 10 11 12
Shingle Roof Core Restroom Building G NF 600 sq ft Roofing = ND Mastic = ND Conditions of materials are identified as follows: Good (G), Damaged (D), or Significantly Damaged (SD), Friable (F), Non-friable (NF). The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of asbestos containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials.

DISCUSSIONS AND RECOMMENDATIONS (ASBESTOS)
Asbestos containing materials were NOT identified within the scope of the inspection.

Any suspect asbestos material encountered during demolition that is not shown in this report should be sampled and analyzed prior to disturbance. Additional asbestos-containing materials may be present at this site. Care should be taken when demolishing materials that will open wall cavities or sealed ceiling areas. If any additional known, assumed, or suspected asbestos-containing materials are discovered during renovation, remodeling, or demolition activities, contact an environmental consultant to determine the proper course of action. 05/12/2026 C6 328 of 440

ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES Page 3 INSPECTION RESULTS -- LEAD (XRF Analysis)
The Niton XRF Spectrum Analyzer was utilized for the analysis of suspect lead-based painted materials. In this method of analysis, the material is exposed to X-Rays or other high-energy radiation (such as gamma rays), which causes lead to emit X-Rays with a characteristic frequency. The intensity of this radiation is measured by the instrument’s detector and is then converted into a number that represents the amount of lead in the material per unit area, usually milligrams per square centimeter (mg/cm2).

The HUD and OSHA have set a lead level of 1.0 mg/cm2 as being a regulated lead-containing material. All components with results of >0.5 mg/cm2 are considered lead-based paint based on the location of the subject property in San Diego County, the "abatement" level” (threshold) setting of 0.5 mg/cm2 was chosen for the inspection. Analytical sensitivity of the of the XRF measurement methodology reports positive lead-based content results at or above 0.5 mg/cm2, presence of lead content result between 0.1 and 0.4 mg/cm2, and results below the detection limit at less than 0.1 mg/cm2. CAL/OSHA considers all lead surface levels to be of concern.

Listed below is a summary of the materials sampled. Items found positive for lead-based paint using XRF analyses at these buildings are highlighted in BOLD RED, along with the location and estimated quantity. A complete listing of all components tested can be found in Section IIB of this report. Results are reported as Below Level of Detection = BLD, Lead Containing Paint = LCP, Lead-Based Paint = LBP.

SUMMARY OF LEAD-CONTAINING COMPONENTS TESTED
Sample No Color Substrate Component Location Results Mg/cm2 QTY 4 Green Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 5 Green Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 6 Green Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 7 White Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 8 Multi-color Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 9 Multi-color Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 10 Multi-color Concrete Wall Restroom Bldg. Exterior BLD 0.00 - 11 Green Wood Beam Restroom Bldg. Exterior BLD 0.00 -
12 Green Wood Decking Restroom Bldg. Exterior BLD 0.00 - 13 Green Wood Door Restroom Bldg. Exterior BLD 0.00 -
14 Green Metal Fountain Restroom Bldg. Exterior BLD 0.00 - 15 Green Metal Door Frame Restroom Bldg. Exterior BLD 0.00 - 16 Black Metal Door Restroom Bldg. Exterior BLD 0.00 -
17 White Concrete Wall Restroom Bldg. Interior BLD 0.00 - 18 White Concrete Wall Restroom Bldg. Interior BLD 0.00 - 19 White Concrete Wall Restroom Bldg. Interior BLD 0.00 - 20 White Concrete Wall Restroom Bldg. Interior BLD 0.00 - 21 White Wood Decking Restroom Bldg. Interior BLD 0.00 - 22 White Ceramic Sink Restroom Bldg. Interior LBP 5.4
2 sinks (1 each
per RR)
23 White Ceramic Toilet Restroom Bldg. Interior BLD 0.00 - 24 White Ceramic Toilet Restroom Bldg. Interior BLD 0.00 - 25 White Ceramic Cove Base Restroom Bldg. Interior LBP 7.1 40 SF
(20 SF per RR)
26 Brown Wood Beam Restroom Bldg. Interior BLD 0.00 -
27 White Wood Beam Restroom Bldg. Interior BLD 0.00 -
Note: The quantities listed are for budgetary purposes only. Contractors completing proposals for the removal of lead containing materials are responsible for verifying the location, quantity, degree of difficulty and necessity for removing the identified materials. Results are reported as Below Level of Detection = BLD, Lead Containing Paint = LCP, Lead-Based Paint = LPB. 05/12/2026 C6 329 of 440

ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES Page 4

DISCUSSIONS AND RECOMMENDATIONS (LEAD)
Lead-Based Paint was identified in this scope of work.

All components with results of ≥0.5 mg/cm2 are considered lead-based paint in San Diego County. A trained lead-based paint contractor should perform the paint film stabilization, loose and flaky paint, and any preparations of lead bearing levels of surfaces for repainting.

Minor disturbance to lead-based painted components such as coring or drilling can be performed by a certified trained contractor with a minimum OSHA Lead Awareness Operations and Maintenance Training, and EPA Lead Renovators (EPA Renovate, Repair and Painting Rule training). This work classification is used as an adequate alternative for trade work involving electrical, lighting, plumbing, painting and miscellaneous disturbances where work is likely to disturb lead containing components as part of construction activities other than lead abatement purposes.

Any material containing any detectable level of lead is subject to the OSHA's Lead Exposure in Construction Rule, 29 Code of Federal Regulation (CFR) 1926. All removal of lead-based painted (LBP) should be performed by a state-licensed contractor, using CDPH-certified workers with at least one CDPH-certified Supervisor.

05/12/2026 C6 330 of 440

ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES Page 5

CONCLUSION

Asbestos containing materials were NOT identified within the scope of the inspection.

Any suspect asbestos material encountered during demolition that is not shown in this report should be sampled and analyzed prior to disturbance.

Additional asbestos-containing materials may be present at this site. Care should be taken when demolishing materials that will open wall cavities or sealed ceiling areas. If any additional known, assumed, or suspected asbestos-containing materials are discovered during renovation, remodeling, or demolition activities, contact an environmental consultant to determine the proper course of action.

Lead-Based Paint was identified in this scope of work.

All components with results of ≥0.5 mg/cm2 are considered lead-based paint in San Diego County. A trained lead-based paint contractor should perform the paint film stabilization, loose and flaky paint, and any preparations of lead bearing levels of surfaces for renovation/repair/repainting.

Any material containing any detectable level of lead is subject to the OSHA's Lead Exposure in Construction Rule, 29 Code of Federal Regulation (CFR) 1926. All removal of lead-based painted (LBP) should be performed by a state-licensed contractor, using CDPH-certified workers with at least one CDPH-certified Supervisor.

Additional asbestos-containing and lead-based painted materials may be present at this site. Care should be taken when demolishing materials that will open wall cavities or sealed ceiling areas. If any additional known, assumed, or suspected asbestos-containing materials or lead-based painted components are discovered during renovation, remodeling or demolition activities, contact an environmental consultant to determine the proper course of action.

Should you have any questions concerning this report, please contact me at (714) 523-9811. Thank you.

Respectfully submitted,
Howard Baba Operations Manager, ENCORP Certified Asbestos Consultant No. 95-1791 Lead Inspector/Risk Assessor No. LRC-00003404 05/12/2026 C6 331 of 440

ll. SAMPLE ANALYSIS

II. SAMPLE ANALYSIS

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IIA. SAMPLE ANALYSIS - ASBESTOS

IIA. SAMPLE ANALYSIS - ASBESTOS

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E N CO RP ENVIRONMENTAL MANAGEMENT AND SERVICES 16700 VALLEY VIEW AVE. STE. 100 LA MIRADA, CALIFORNIA 90638 714) 523-9811 - FAX (714) 523-9810 - [email protected] - WWW.ENCORP.NET

Client Name:

Client Address:

Facility Name: Wildwood Park Restroom Bidg
Facility Address: 657 E. Vista Way
Vista, CA 92084

Reference Batch Number: 064298
Sampled Date: 3/19/2025
Sampled By
Analyzed By
: JESUS ROMAN : KRISTINA MARTINEZ
Project Number: P25126 . RES
Date Received: 3/20/2025
Date Analyzed: 4/1/2025

LABORATORY TEST REPORT FOR BULK ASBESTOS FIBER ANALYSIS (PLM)

SAMPLE DESCRIPTION

~

Sample _ Field/ Client Friable or CVE Number Number Sample Location/Activity Color Material Non- Asbestos Non Asbestos (%)| 826060 001 RR BLDG. BROWN (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX CINDERBLOCK WALLS 826061 002 RR BLDG. BROWN (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX CINDERBLOCK WALLS 826062 003 RR BLDG. BROWN (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX CINDERBLOCK WALLS 826063 004 RRBLDG. — GRAY (CEMENTITIOUS) NF NONE DETECTED 100% MATRIX CONCRETE SLAB 826064 005 RR BLDG. GRAY (CEMENTITIOUS) NE NONE DETECTED 100% MATRIX CONCRETE SLAB 826065 006 RR BLDG. GRAY (CEMENTITIOUS) NF NONE DETECTED 100% MATRIX CONCRETE SLAB 826066 007 RR BLDG. BEIGE (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX TEXTURED FLOOR COATING ~ 826067 008 RRBLDG. 7 7 BEIGE (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX TEXTURED FLOOR COATING

-NOTES: ND=None Detected Asbestos is not quantifiable below the method detection limit of one (1) percent. Amphibole asbestos includes amosite, crocidolite, anthophyllite, tremolite and actinolite. (FR) = Friable, (NF) = Non-Friable.

Condition of sample is as received by the laboratory. Our policy is to retain all samples for a period of thirty days. Accredited by the National Voluntary Laboratory Accreditation Program and Environmental Laboratory Certification for the specific scope of accreditation under NVLAP Lab Code 200878-0. This report applies only to the items as received. Results are representative of the samples submitted and may not represent the entire materials from which the samples were collected. This report is submitted for the exclusive use of the client to whom it is addressed. Any reproduction of this report or use of this Laboratory's name for advertising or publicity purposes without prior written authorization is prohibited.In addition, this report is not to be used to claim product endorsement by NVLAP, or any agency of the U.S. Government. Where applicable, layers or "sub-samples" are reported and the Total Asbestos % represents the composite percentage of all sample layers. These samples were quanitified using a calibrated visual estimate. Bulk sample(s) submitted were analyzed in accordance with the procedures EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials, EPA - 40 CFR Appendix E to Subpart E of Part 763, Interim Method of the Determination of Asbestos in Bulk Insulation Samples. Page 1 of 3 05/12/2026 C6 334 of 440

= N CO RP 16700 VALLEY VIEW AVE. STE. 100 LA MIRADA, CALIFORNIA 90638 ENVIRONMENTAL MANAGEMENT AND SERVICES _714) 523-9811 - FAX (714) 523-9810 - [email protected] - WWW.ENCORP.NET

Client Name: Reference Batch Number: 064298 Project Number: P25126 . RES Client Address: Sampled Date: 3/19/2025 Date Received: 3/20/2025 Sampled By: JESUS ROMAN Date Analyzed; 4/1/2025 Facility Name: Wildwood Park Restroom Bidg Facility Address: 657 E. Vista Way
Vista, CA 92084
Analyzed By: KRISTINA MARTINEZ

LABORATORY TEST REPORT FOR BULK ASBESTOS FIBER ANALYSIS (PLM)

SAMPLE DESCRIPTION CVE Sample _ Field/ Client ; — - Friable or Non Asbestos (° Number Number Sample Location/Activity Color Material | Non Asbestos on Asbestos (‘%) 826068 009 RR BLDG. BEIGE (HOMOGENEOUS) NF NONE DETECTED 100% MATRIX TEXTURED FLOOR COATING 826069A 010A RR BLDG. BLACK (FIBROUS) SHINGLE NF NONE DETECTED 15% FIBROUS GLASS ROOF CORE 85% MATRIX
826069B 010B RR BLDG. BLACK (HOMOGENEOUS) MASTIC NF NONE DETECTED 100% MATRIX 826070A O11A RRBLDG. CO BLACK —«(FIBROUS) SHINGLE NF NONE DETECTED 15% FIBROUS GLASS — ROOF CORE 85% MATRIX
826070B 011B RR BLDG. BLACK (HOMOGENEOUS) MASTIC —NF NONE DETECTED 100% MATRIX 826071A 012A RR BLDG. BLACK (FIBROUS) SHINGLE NF NONE DETECTED 15% FIBROUSGLASS _ ROOF CORE 85% MATRIX
826071B 012B RR BLDG. BLACK (HOMOGENEOUS) MASTIC —NF NONE DETECTED 100% MATRIX

-NOTES: ND=None Detected Asbestos is not quantifiable below the method detection limit of one (1) percent. Amphibole asbestos includes amosite, crocidolite, anthophyllite, tremolite and actinolite. (FR) = Friable, (NF) = Non-Friable.

Condition of sample is as received by the laboratory. Our policy is to retain all samples for a period of thirty days. Accredited by the National Voluntary Laboratory Accreditation Program and Environmental Laboratory Certification for the specific scope of accreditation under NVLAP Lab Code 200878-0. This report applies only to the items as received. Results are representative of the samples submitted and may not represent the entire materials from which the samples were collected. This report is submitted for the exclusive use of the client to whom it is addressed. Any reproduction of this report or use of this Laboratory's name for advertising or publicity purposes without prior written authorization is prohibited.In addition, this report is not to be used to claim product endorsement by NVLAP, or any agency of the U.S. Government. Where applicable, layers or "sub-samples" are reported and the Total Asbestos % represents the composite percentage of all sample layers. These samples were quanitified using a calibrated visual estimate. Bulk sample(s) submitted were analyzed in accordance with the procedures EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials, EPA — 40 CFR Appendix E to Subpart E of Part 763, Interim Method of the Determination of Asb in Bulk Insulation Samples. Page 2 of 3 05/12/2026 C6 335 of 440

FE N C O = Pp 16700 VALLEY VIEW AVE. STE. 100 LA MIRADA, CALIFORNIA 90638 ENVIRONMENTAL MANAGEMENT AND SERVICES 714) 523-9811 - FAX (714) 523-9810 - [email protected] - WWW.ENCORP.NET

Client Name: Reference Batch Number: 064298 Project Number: P25126 . RES Client Address: Sampled Date: 3/19/2025 Date Received: 3/20/2025 Sampled By: JESUS ROMAN Date Analyzed: 4/1/2025 Facility Name: Wildwood Park Restroom Bidg Facility Address: 657 E. Vista Way
Vista, CA 92084
Analyzed By: KRISTINA MARTINEZ

LABORATORY TEST REPORT FOR BULK ASBESTOS FIBER ANALYSIS (PLM)

game | SAMPLE DESCRIPTION | CVE id | Sample __ Field/ Client - — - | Friable or Non Asbestos (° Number Number Sample Location/Activity Color Material Non- | Asbestos Non Asbestos (%) Notes:

APPROVED SIGNATURE 4 aan J ke Manager
-NOTES: ND=None Detected Asbestos is not quantifiable below the method detection limit of one (1) percent. Amphibole asbestos includes ite, crocidolite, anthophyllite, tremolite and actinolite. (FR) = Friable, (NF) = Non-Friable.

Condition of sample is as received by the laboratory. Our policy is to retain all samples for a period of thirty days. Accredited by the National Voluntary Laboratory Accreditation Program and Environmental Laboratory Certification for the specific scope of accreditation under NVLAP Lab Code 200878-0. This report applies only to the items as received. Results are representative of the samples submitted and may not represent the entire materials from which the samples were collected. This report is submitted for the exclusive use of the client to whom it is addressed. Any reproduction of this report or use of this Laboratory's name for advertising or publicity purposes without prior written authorization is prohibited.In addition, this report is not to be used to claim product endorsement by NVLAP, or any agency of the U.S. Government. Where applicable, layers or "sub-samples" are reported and the Tota! Asbestos % represents the composite percentage of all sample layers. These samples were quanitified using a calibrated visual estimate. Bulk sample(s) submitted were analyzed in accordance with the procedures EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials, EPA — 40 CFR Appendix E to Subpart E of Part 763, Interim Method of the Determination of Asbestos in Bulk Insulation Samples. Page 3 of 3

05/12/2026 C6 336 of 440

fe Engineering our Environment
ENCORP 0684298
Asbestos Bulk Analysis:

CHAIN OF CUSTODY FORM
x PLM Bulk 1000 Point Count
Turn-around Time: 0 RUSH 24HRS O 48 HRS $72 HRS O Standard 16700 Valley View Avenue, Suite 100
La Mirada, California 90638
Tel: (714) 523-9811
Fax: (714) 523-9810
W www.encorp.net
Res

x09 fo ¢—

CLIENT: DATE: PAGE: OF
yop No: P2ASIXAG. (es INSPECTORS: os Ween
LOCATION: Vn Ud wv eo) Race Csi £ Vesby Way
SAMPLE NO.” LAB ID # SAMPLE LOCATION MATERIAL DESCRIPTION CONDITION QUANTITY % ASBESTOS t | S660] er ea Conder beak welt

2. Sz6U6i |
» | 826962 |
a, fa) rm)
* § 26063 | Conecete, sla » | 826064

6. & 26065
| 826066 aaa is ’ - bexlued £l ookgn 4 ws

8. 826967

9. 826568

0. S26969 | sh nsle. Qoe
Cece

ABBREVIATIONS:

CHAIN OF CUSTODY

Sampled by/Relinquished: Date/Time: TYPES OF MATERIALS: CONDITION: OTHER: 3 / (q@/dxs— Zev D825 Wa Ss IRelinquished/Received Date/Time S = Surface Material G= Good S.F. = Square Feet KS > “2* Ee eC CU (TS! = Thermal Systems Insulation D = Damaged L.F. = Linear Feet Relingush nape * DasTime IM = Miscellaneous Material SD = Significantly Damaged quished/Received By:

Comments/special Instructions

IENCORP Laboratory Services - 16700 Valley View Avenue, Suite 100 La Mirada -Califomia 90638 Office (714) 523-9811 - Fax (714) 523-9810

/APubhic\FORM\Field Forms\Current Field Forms\Bulk Sumple Forms

05/12/2026 C6 337 of 440

é = ENCORP 0 6 L 2 9 8 CHAIN OF CUSTODY FORM 16700 Valley View Avenue, Suite 100 E

La Mirada, California 90638
Engineering our Environment Asbestos Bulk Analysis: [ PLM Bulk O 1000 Point Count he (714) 523-9810 g 9 Turn-around Time: . RUSH O 24HRS 0 48 HRS §K72 HRS O Standard wavw.encorp net cient: es pate: “d/1g)a 5 PAGE: OF
yop no: Pasta’ (es INSPECTORS: Ss 2a
q LOCATION: Vail dyreod Qa
SAMPLE NO. LAB ID# SAMPLE LOCATION MATERIAL DESCRIPTION CONDITION QUANTITY % ASBESTOS

1. oo : C | Lens J . ( 526070 Ze gids Shingle Roe& C oe \ 2 826071 ; |

3. 4.

5. 6.

7. 8.

9. 0.

ABBREVIATIONS: CHAIN OF CUSTODY

Sampled by/Relinquished: Date/Time:

ITYPES OF MATERIALS: CONDITION: (OTHER: { L p 3/ll¢ [2S mM ished/ReccAed By * "Date/Time ae S = Surface Material G=Good S.F. = Square Feet f : Ze 5 2 O eZ x = tha. 'M = Miscellaneous Material SD = Significanty Damaged ° . iComments/special Instructions: IENCORP Laboratory Services - 16700 Valley View Avenue, Suite 100 La Mirada -Califomia 90638 —— Office (714) 523-9814 - Fax (714) 523-9810
7 ‘Public WORM Field Forms\Current Field Forms\Bulk Sample Forms05/12/2026 C6 338 of 440

IIB. SAMPLE ANALYSIS - LEAD

IIB. SAMPLE ANALYSIS - LEAD

05/12/2026 C6 339 of 440

ENCORP LEAD BASED PAINT INSPECTION WORKSHEET
CLIENT: [aooness: GET 2 wsh bay Wabn CA
SCOPE OF PROJECT: A we divresd) Perk Ree DATE: 3/lalx o INSPECTOR: SoOyy5 Qe | XRF SERIAL #: | PROJECT NUMBER: OQ s-| 26. (%S

1. . 3

2. . q

3. JA
a| 0. (orrele | tal\ ZR Bldq exlecter

5. 0. “

6. 0. ©

7. ©. wha be

8.| OO lwlh
9| ©.70 color vol Op
«| O-p nN uposd Yeam |
{ 2. Ons Decks |
Ls.) AM Doe
| 4. 0.0 Wwe ha| Foutas ls.| ©.D Mebel | Poor e rayne.
6 | OD {Blech | mebal | poor
7| OO she Cortes. I (LC Bids inbeerec
s.| OF \
132/ OO \
Lo. © a(¥) 5 \ 21} O.0 weed Deck ing \
B2| $. y the |ceramre | Sra k, \ 2 Sinks pec: G
23| 0.0 1 ox let \
a4! ©. 0 \ \
a5.| 7. ] waste | peSeloe | Uo er
36| ©-0 Brow weed beam \
2 7: © .O UL Mat te! heam \

8. 9.

By: 57 Title: AQMe techy
Page of

05/12/2026 C6 340 of 440

State of California—Health and Human Services Agency Califomia Department of Public Heafth

LEAD HAZARD EVALUATION REPORT

Section 1 — Date of Lead Hazard Evaluation 9/19/2025

Section 2 — Type of Lead Hazard Evaluation (Check one box only) ¥ Lead Inspection Risk assessment Clearance Inspection Other (specify)

Section 3 — Structure Where Lead Hazard Evaluation Was Conducted

Address [number, street, apartment (if applicable)] City County Zip Code 651 E. Vista Way Vista CA 92084
Construction date (year) Type of structure Children living in structure? of structure [_] Multi-unit building [_] School or daycare |_| Yes No Unknown [_] Single family dwelling [] Other_Park Restroom Builing| = [] Don't Know Section 4 — Owner of Structure (if business/agency, list contact person)

Name Telephone number
City of Vista 760-643-5455
Address [number, street, apartment (if applicable)] City State Zip Code 1165 E. Taylor Street Vista CA 92084
Section 5 — Results of Lead Hazard Evaluation (check all that apply)

No lead-based paint detected Intact lead-based paint detected [__] Deteriorated lead-based paint detected No lead hazards detected Lead-contaminated dust found [] Lead-contaminated soil found Other

Section 6 — Individual Conducting Lead Hazard Evaluation

Name Telephone number
Howard Baba 714-523-9811
Address [number, street, apartment (if applicable)] City State Zip Code 16700 Valley View Avenue, Suite 100 La Mirada CA 90638
CDPH certification number Signature Date
LRC-00003404 a= + Y 3/19/2025
Name and CDPH certification number of any other individuals conducting sampling or testing (if applicable) Jesus Roman LRC-00001288
Section 7 — Attachments

A. A foundation diagram or sketch of the structure indicating the specifc locations of each lead hazard or presence of lead-based paint;
B. Each testing method, device, and sampling procedure used; C. All data collected, including quality control data, laboratory results, including laboratory name, address, and phone number.

First copy and attachments retained by inspector Third copy only (no attachments) mailed or faxed to:

Second copy and attachments retained by owner California Department of Public Health Childhood Lead Poisoning Prevention Branch Reports
850 Marina Bay Parkway, Building P, Third Floor
Richmond, CA 94804-6403
Fax: (610) 620-5656
COPH 8552 (8/19)
05/12/2026 C6 341 of 440

lll. CERTIFICATIONSIII. CERTIFICATIONS
05/12/2026 C6 342 of 440

La Mirada, California 90638
i i . p: 714.523.9811 Engineering our Environment +. Fd Bae GID _ 16700 Valley View Avenue
E Suite 100

State of California
Division of Occupational Safety and Health
| Certified Site Surveillance Technician
| = _Jesus Roman
Name
Certification No. 49.6450-
Expires on _03/42/25__
Ths cextificabon was issued by the Divsion ot
Occupational Salety and Health as authonzed by
Sections 7180 et seq of the Busness and

Professions Code {
Yo STATE OF CALIFORNIA
@) California Department of DEPARTMENT OF PUBLIC HEALTH

PublicHealth

LEAD-RELATED CONSTRUCTION CERTIFICATE
INDIVIDUAL: CERTIFICATE TYPE: NUMBER: EXPIRATION DATE:

Lead Sampling Technician LRC-00001288 10/25/2024
Jesus Roman
Disclaimer: This document alone should not be relied upon to confirm certification status. Compare the individual's photo and name to another valid form of government issued photo identification. Verify the individual's certification status by searching for Lead-Related Construction Professionals at www.cdph.ca.gov/programs/clppb or calling (800) 597-LEAD

www.encorp.net

05/12/2026 C6 343 of 440

_ 16700 Valley View Avenue
Suite 100
i La Mirada, California 90638
p: 714.523.9811 Engineering our Environment * 714.523.9810

State of California
Division of Occupational Safety and Health
Certified Asbestos Consultant

This certilicalion was issued by the Division of
Occupational Safety and Health as authorized
by Sections 7180 et seq. of the Business and
Professions Code

) Yo STATE OF CALIFORNIA
@) California Department of DEPARTMENT OF PUBLIC HEALTH PublicHealth

LEAD-RELATED CONSTRUCTION CERTIFICATE
INDIVIDUAL: CERTIFICATE TYPE: NUMBER: EXPIRATION DATE:

Lead Inspector/Assessor LRC-00003404 10/3/2025
Lead Supervisor LRC-00011254 5/25/2025
Howard Baba
Disclaimer: This document alone should not be relied upon to confirm certification status. Compare the individual’s photo and name to another valid form of government issued photo identification. Verify the individual’s certification status by searching for Lead-Related Construction Professionals at www.cdph.ca.gov/programs/clppb or calling (800) 597-LEAD

www.encorp.net

05/12/2026 C6 344 of 440

IV. FIELD INSPECTION DATAIV. FIELD INSPECTION DATA
05/12/2026 C6 345 of 440

HOMOGENEOUS MATERIALS INSPECTION FORM
Date: Nabs- Project Name: \ayi\d Weed Pack Re Bldg Project # parizt.(ces Project Address: OS) B veste bay Visty CA

Inspector(s): Neses. Yao Page: of
Building: Building Code:

Material Description pacies eeart sa Ft Condition sevoles a Cndec — |... Aeshreom. Ao) Yad
black Zoo ood 3 zu
Wall $ wy | 3
Conecele So 1
$lab ow d
ed) a do ree | a ?
yeaa be | « 7 : | “|e | 2
Shingle | geo | tf
QooF wo a

05/12/2026 C6 346 of 440

=XRLE Fosibive /Lead Letaltens

@®=enw
DESCRIPTION: . NV. CLA 2 RCE BeSibave_ éz ENCORP JOB NAME: we | dwoed Gack ge Engineering our Environment JOBNUMBER: 9261X6. (25 46700 Valley View Ave., Suite 100 * La Mirada, CA 90638 DRAWN BY: S<Z DATE: 4/ ( q las (714) 523-9811 FAX(714) 523-9810 05/12/2026 C6 347 of 440

V. LIMITATIONS

V. LIMITATIONS
05/12/2026 C6 348 of 440

ASBESTOS & LEAD-BASED PAINT INSPECTION REPORT WILDWOOD PARK – RESTROOM BUILDING CITY OF VISTA PUBLIC WORKS ENCORP PROJECT NUMBER P25126.RES

LIMITATIONS
Conditions described in this report are as found at the time of investigation, unless otherwise stated.

ENCORP analyzed only the substances, conditions, and locations described in this report at the time indicated. No inferences regarding other substances, conditions, location or time can be made unless specifically stated in this report. ENCORP’s inspection was limited to accessible materials only for the purpose of this survey.

This report is intended for the use listed in the section of this report titled “INTRODUCTION.” The use of this report in any manner other than that listed in the Introduction requires the written consent of ENCORP and the client. This report must be presented in its entirety.

The conclusions and recommendations presented are based on the agreed upon scope of work outlined in this report. ENCORP makes no warranties or guarantees as to the accuracy or completeness of information obtained from information provided or compiled by others. Note that information exists beyond the scope of this investigation. Additional information, which was outside this scope of work, not found, or available to ENCORP at the time of writing this report, may result in a modification of the conclusions and recommendations presented. This report is not a legal opinion. The services performed by ENCORP have been conducted in a manner consistent with a level of care ordinarily exercised by members of our profession currently practicing under similar conditions. No other warranty, expressed or implied, is made.

05/12/2026 C6 349 of 440

Appendix K:

Improvement Plan Set
172

172

Appendix K:

Improvement Plan Set

05/12/2026 C6 350 of 440

PUBLIC IMPROVEMENT PLANS FOR:

WILDWOOD PARK RESTROOM

REPLACEMENT PROJECT
Work Area
Contractor Yard
Site Equipment
Access

ENGINEER OF WORK RCE EXPIRES DATE
97719 09/30/27 2/10/26

CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
APPROVED SHEET ___OF___

CITY OF VISTA
IMPROVEMENT PLANS FOR:WILDWOOD PARK RESTROOM PROJECT
CIP 8397CITY ENGINEER RCE EXPIRES DATE
55075 06/30/26
1 42/25/2605/12/2026 C6 351 of 440

PRE
L
I
M
I
N
A
R
Y
NOT

F
O
R
CON
S
T
R
U
C
T
I
O
N

WILDWOOD PARK RESTROOM
NORT
H

DEMOLITION NOTES
1 2
3 SITE DEMOLITION PLAN
PROTECT IN PLACE. ITEM PER PLAN.

TREE REMOVEDBY OTHERS.
34 9 35
0 35
1 352
34 7
348
1 1
1 1
1 1
1 1
1 1

MOW CURB

QUICK COUPLER VALVE

IRRIGATION CONTROLLER
TREE

LIGHT POLE

ELECTRICAL BOX
TREE

CONC SW

CONC SW
TREE
1 WATER MAIN BALL VALVE
(4:1)
(6.9
%
)
(4.
5 %
)
(3.2%
)
(1.7%)
(2.
3 %
)
(1.6%)
(3.
7 %
)
(4.8%)
(4.5%)
(4.
2 %
)
(2.
9 %
)
(9:1)
(5:1)
LEGEND
3 S
S
6" EXISTING SEWER
2 SALVAGE EXISTING TRASH CANS

ENGINEER OF WORK RCE EXPIRES DATE
97719 09/30/27 2/10/26

CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
APPROVED SHEET ___OF___

CITY OF VISTA
IMPROVEMENT PLANS FOR:WILDWOOD PARK RESTROOM PROJECT
CIP 8397CITY ENGINEER RCE EXPIRES DATE
55075 06/30/26
2 4
0 GRAPHIC SCALE IN FEET

2.5 5 10
2/25/26
05/12/2026 C6 352 of 440

PRE
L
I
M
I
N
A
R
Y
NOT

F
O
R
CON
S
T
R
U
C
T
I
O
N

WILDWOOD PARK RESTROOM
NORT
H

CONSTRUCTION NOTES
1 2
3 SITE IMPROVEMENT PLAN
34 9
35 0
35 1
352
34 8
349
350
35 1
352
347
(3.5%)
(4.
7 %
)
(0.2
%
)
(6.9
%
)
(2.
6 %
)
(7.6%)
(4.6%)
(4.
0 %
)
(2.
3 %
)
(1.8%)
1 1
1 1
1 1
1 1
1 1
(4:1)

MOW CURB

QUICK COUPLER VALVE

IRRIGATION CONTROLLER
TREE

LIGHT POLE

ELECTRICAL BOX
TREE

CONC SW

CONC SW
TREE
1WATER MAIN BALL VALVE
(10:1)
(6:1)
(7:1)
(10:1)
LEGEND
9 0

GRAPHIC SCALE IN FEET

2.5 5 10
4 5
W
5'-0"
6'-0"

THRESHOLD AT

DOORWAYS SHALL BE
LESS THAN 1/2" ABOVE FF
4 E
S
CO
S
3 CONTRACTOR TO FURNISH AND INSTALL 2" COPPER LATERAL

CONNECTION FOR BUILDING WATER SERVICE FROM EXISTING
WATER MAIN. STUB WATER LINES UP PER CXT DRAWING.

PROTECT IN PLACE ITEMS PER PLAN.

CONSTRCUT 5" PCC SIDEWALK PER SDRSD G-7 AND G-9.

PROPOSED ELEVATIONS AND GRADES PER GRADING PLAN.

CONTRACTOR TO FURNISH AND INSTALL NEW 6" PVC
SEWER CLEANOUT, 6" to 4" REDUCER AND 4" PVC SEWER
PIPE. STUB PIPE UP PER CXT DRAWING.

DETAIL 1
0'-6"
1'-
8 "
1'-
0 "
NATIVE

CLASS II
2 NEW ELECTRICAL PULL BOX. CONNECT TO EXISTING ELECTRICAL CONDUIT. STUB UP CONDUIT PER CXT PLAN.

NEW 48" BOX JACARANDA E
E
E
6 COORDINATE WITH SDGE TO RELOCATE ELECTRICAL METER.

CONNECT TO EXISTING ELECTRICAL CONDUIT.
6 5

INSTALL SALVAGED

TRASH CANS
E
E
S
S
6" EXISTING SEWER

ENGINEER OF WORK RCE EXPIRES DATE
97719 09/30/27 2/10/26

CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
APPROVED SHEET ___OF___

CITY OF VISTA
IMPROVEMENT PLANS FOR:WILDWOOD PARK RESTROOM PROJECT
CIP 8397CITY ENGINEER RCE EXPIRES DATE
55075 06/30/26
8'-0"
DETAIL
1 3 4
5'-0"
6'-0"
22222222222222222222222222222222222
8'-0"
0 GRAPHIC SCALE IN FEET

2.5 5 10

INSTALL DRINKING

FOUNTAIN DETAILED ON
SHEET 4.

W
S
2/25/26
05/12/2026 C6 353 of 440

T
6" POP-UP SPRAY HEAD
3 GPM  LESS
N.T.S.

SECTION
3"

SET BOTTOM OF CAP AT GRADE
CURB  GUTTER OR SIDEWALK WHERE

APPLICABLE
4" OR 6" POP-UP SPRAY HEAD
1/2" X 2" SCH.80 PVC NIPPLE
1/2" MIPxFIP MARLEX 90 ELL (2)
1/2" X 8" SCH. 80 PVC NIPPLE
1/2" MIPxFIP MARLEX 90 ELL
SOLVENT WELD SCH.40 PVC TEE OR ELL

PVC LATERAL PIPING

HUNTER MP ROTATOR NOZZLE

USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. 3'
M
I
N
.

ROOTBALL
6"
N.T.S.

SALVAGE AND INSTALL

ON NEW RESTROOM

SALVAGE AND INSTALL
PER SHEET 3

ENGINEER OF WORK RCE EXPIRES DATE
97719 09/30/27 2/10/26

CITY OF VISTA
200 CIVIC CENTER DRIVE
VISTA, CA 92084
APPROVED SHEET ___OF___

CITY OF VISTA
IMPROVEMENT PLANS FOR:WILDWOOD PARK RESTROOM PROJECT
CIP 8397CITY ENGINEER RCE EXPIRES DATE
55075 06/30/26
4 4
Move circuits to new panel in CXT pre cast restroom.

Splice circuits to existing wire in new electrical pull box indicated on sheet 3.

Water fountain to be ELKAY model: LK4430BF1UGRY.

Install water fountain per manufactures instructions.

Install City provided signs on doors inside restroom. Contractor to provide hardware to rivet signs to door.
2/25/26
05/12/2026 C6 354 of 440

Appendix L:

CXT DK4 Precast Restroom Plans
173

173

Appendix L:

CXT DK4 Precast Restroom Plans

05/12/2026 C6 355 of 440

NOTES
DK4
MANUFACTURED BY: (ID) 6701 E. FLAMINGO AVE BLDG 300

SITE ADDRESS:

LUZ DURAN PARK
540 TOWNSITE DRIVE

1. BUILDING IS DESIGNED TO COMPLY WITH THE 2022 CALIFORNIA NAMPA. ID 83687 VISTA, CA 92084 INDEX OF DRAWINGS BUILDING STANDARDS CODE (CBC). ,

2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2022 CBC CODE NO. TITLE FOR THE FOLLOWING LOADS: a a GROUND SNOW LOAD = 250 PSF ROOF SNOW LOAD = 210 PSF DK-01 COVER SHEET FLOOR LOAD = 400 PSF DK-02 RIGGING DETAILS IBC DESIGN SPECTRAL RESPONSE Sg = 1.35, S} = 1.389 PANEL MARK NO. KEY PLAN DK-03 FLOOR PLAN SITE CLASS D = DK-04 BUILDING ELEVATIONS SEISMIC USE GROUP: | DK-05 BUILDING ELEVATIONS SEISMIC DESIGN CATEGORY: E REAR DK-—06 BUILDING INTERIOR ELEVATIONS BEARING WALL SYSTEM R = 4.0 DK-—O7 DETAILS WIND — V = 150 MPH poco nnn nnn nnn nn nn nn nnn nnn nnn nnn ee a 4 WIND — Vasp = 116 MPH i T DK-08 WALL PANEL MARK WI WIND EXPOSURE C | WI | | DK-09 WALL PANEL MARK W2 *BUILDING IS NOT TO BE PLACED IN A LOCATION WHERE LOADS EXCEED ! DK—10 WALL PANEL MARK W3 THE VALUES PROVIDED ABOVE | \ \ DK—11 WALL PANEL MARK W4A *BUILDING IS NOT TO BE PLACE IN A WIND BORNE DEBRIS REGION | DK—12 WALL PANEL MARK W4B | i] | W4A oe) W4B DK-13 WALL PANEL MARK W5, W6, W7 3. CONSTRUCTION TYPE: V-B OCCUPANCY: U | | | DK-14 WALL PANEL MARK W8 OCCUPANCY LOAD: 5 EXTERIOR WALLS: 1-HR RATED PER CBC TABLE 721.1(2), ITEM 4-1.1 1 2 C FI eh 2 Qo DK TS FLOOR SLAB MARK Fi MINIMUM FIRE SEPARATION DISTANCE: 10° PER IBC TABLE 705.8 eS! Hea DK-16 ROOF SLAB MARK R1 MAXIMUM UNPROTECTED OPENING AREA: 2.16% (WALL W2 & W3) | DK—-17 ROOF SLAB MARK R2 | | | O O ! O | 4. CONCRETE STRENGTH fci = 2500 PSI INITIAL fc = 5000 PSI | | | DK-18 FOUNDATION DETAIL FINAL AIR ENTRAINMENT 6% + 1 1/2% IN PLASTIC CONCRETE. | | | REINFORCING STEEL: ASTM A615 #3 GRADE 40, #4 AND LARGER GRADE 60 Fy=60 | | DK-19 FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING KSI MINIMUM LAP 18” AT SPLICES. TIE BARS WITH DOUBLE ANNEALED 16 GA DK-20 PLUMBING PLANS & NOTES IRON WIRE. REINFORCING TO BE PLACED IN CENTER OF PANEL UNO. W8 | DK-21 PLUMBING SCHEDULE & DIAGRAMS WELDED WIRE FABRIC (W.W.F.): ASTM A1064 GRADE 80, 4x4xW6.7xW6.7, Fy=80 a H a h | DK-22 ELECTRICAL NOTES, DETAIL & SCHEDULES KSI (OR EQUIVALENT), SMOOTH WIRE, MIN. LAP 2 SQUARES. Fn 7 a FR RR RRS 4 DK-23 ELECTRICAL PLAN, LEGEND & NOTES

5. EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (ie. PS—2, R301) DK—24 EMBEDDED MATERIALS REFER TO CXT STANDARD EMBEDMENT CATALOG.

6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH UNO.

ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S

7. REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS

COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION CRITERIA FOR SPECIFIC STYLE OF BUILDING.

8. ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS
OF 6x THE BAR DIAMETER

9. INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FEDERAL CODES, BY OTHERS.

10. ADEQUATE PLUMBING FACILITIES MUST BE PROVIDED IN ACCORDANCE WITH 2022 CBC 2902.3 (NOT BY CXT).

BUILDING AREA: 244.9 SQ FT

APPLICABLE CODES
CALIFORNIA CODE OF REGULATIONS, TITLE 24
2022 CALIFORNIA BUILDING CODE (CBC)

2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA ENERGY CODE (2019 ASHRAE 90.1) Y\

SPECIAL CONDITIONS AND/OR LIMITATIONS

ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING, IS TO BY PROVIDED BY OTHER AND

CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL BUILDING CODES

September 10, 2025
LBFoster.

CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TILE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the lusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ‘ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CASTING TOLERANCES: OVERALL LENGTH OR WIDTH 10 S OR UNDER = + 1/8” 10 T0 20S = +1/8", -3/16" WALL TEXTURE:

WALL COLOR:

BARNWOOD

WESTERN WHEAT
20 TO 40 = if EDGE REINFORCEMENT NO MORE THAN 4” FROM FORM TOTAL THICKNESS = -1/8, +1/4
VARIATION FROM SQUARE = 1/8 PER 6 S OF DIAGONAL ROOF TEXTURE: RIBBED METAL LOCAL SMOOTHNESS = 1/4” IN 10 S ROOF COLOR: JAVA BROWN SWEEP = 41/4" POSTION OF TENDONS = 1/8 TRIM COLOR: DTM ALKYD ENAMEL BROWN POSITION OF BLOCKOUTS = £1/4” SIZE OF BLOCKOUTS = £1/4” SEALER: STANDARD
POSITION OF EMBEDS = 1/4"
TIPPING AND FLUSHNESS OF PLATES = +1/16, -1/4 PACKAGE: STANDARD ** NO FLOOR PAINT** BOWING = LENGTH/360
END SQUARENESS = +1/8"
CALIFORNIA STATE APPROVAL, TAGS, & P.E. DRAWINGS (ECC ONLY) REQ’D RESUME OF WORK

THE FOLLOWING IS THE WORK THAT IS PERFORMED AT THE SITE AND NOT INCLUDED IN THE FACTORY BUILT PORTION OF THE BUILDING:

1. EXTERIOR SEALANT

2. PLUMBING STUB—UP

3. ELECTRICAL STUB-UP

4. FOUNDATION
CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
| 1_| SRD PARTY CORRECTIONS N. PENNER (08/01/25 REV. DESCRIPTION APPROVAI DATE ISCALE 1/8"=1'-0" DATE 7/21/25
IDRAWN M._TOLMAN. FILE _NO. OK4—035
CHECKED. N.PENNER PLOT 96

COVER SHEET
IDWG NO. SHEET REV.

DK4-01 2 ®
September 10, 2025
05/12/2026 C6 356 of 440

NOTES:

1. THE DK4 STYLE BUILDING CONSISTS OF ONE
UNIT TO BE PLACED AT THE PROJECT SITE.

PROPER SITE PREPARATION AND HANDLING IS ESSENTIAL FOR THE SAFE AND PROPER INSTALLATION OF THE BUILDING.

2. PROVIDE UTILITY CONNECTIONS (PLUMBING & ELECTRICAL) AS REQUIRED AND/OR AS CALLED FOR ON THE DRAWINGS.

3. FILL FLOOR BLOCKOUTS AFTER COMPLETION
OF UTILITY HOOKUPS WITH CONCRETE. SLOPE TO DRAIN.

HOISTING CABLE SLINGS W/
LOCKING SHACKLE @ TOP

MINIMUM CABLE TENSILE
CAPACITY = 11 TON

SHIPPING WEIGHTS AND DIMENSIONS
WEIGHT | LENGTH | WIDTH | HEIGHT
80,000 | 29’-3” 11’-6” | 12’-0”
AND
DK 4

INSTALLATION

RECOMMENDED HANDLING

INSTRUCTIONS

K 17-0
"

a
12 ’
-
O
"
+

57-
3 13/
1 6
”

26'—0" 29’-2 5/8”
CRANE _ LIFTING SCHEMATIC

J

FRONT

PS—22 LIFTING |. ATTACH TO AS—7 EMBEDS W/(2) 1 1/2" HIGH TENSLE. = \_| COIL BOLTS (SHEAR CAPACITY = 18,000# PER BOLT) 3-2 1/2”

BACK
aa

12’
-
O
"
+

5'-3

13/
1 6
”

5’-5 9/16” 10°-4”
11'-6"

CRANE LIFTING SCHEMATIC END VIEW
NOTES:

1. C©.G. IS APPROXIMATE.

September 10, 2025
LBFoster.

CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TILE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the exclusive property of CXT Incorporated, The information may only be used by the original recipient for the purpose intended. Ri ‘ion or distribution of this it i is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, i ling a warranty of merchantability or of fitness for a

parti purpose.

CXT Incorporated

STATE CORRECTIONS N. PENNER 09/05/25
3RO_PARTY CORRECTIONS N. PENNER (08/01/25,

DESCRIPTION APPROVAI DATE
CALE 1/8"=1'-0" DATE 7/21/25
IRAWN M. TOLMAN. FILE NO. OK4-035
ICHECKED. NPENNER PLOT 96

RIGGING DETAILS
IDWG NO. SHEET REV.

DK4-02 2

®
September 10, 2025
05/12/2026 C6 357 of 440

DATA PLATE
100 AMP SERVICE PANEL
(TOP OF PANEL TO BE MOUNTED 6’—3” AFF)
30”x30” CLEAR SPACE FOR WATER HEATER CONTROL SIDE oo
(TYP. 2 PLCS.) 30°X36° CLEAR SPACE

FOR SERVICE PANEL
FASTAIRE HDO3S
HAND DRYER (TYP 2 PLCS)
Vaz ELKAY LK4409BF DRINKING
30’x48” CLEAR SPACE FOUNTAIN WITH BOTTLE FILLER
FOR LAVATORY (TYP 2 PLCS) po--44--\y\---+----------------------4-- 366" fe f--- S36 - -} --} --------------------------- x _
--—--—-i——™ KL i } | ewer 5 f
° | | -@ = | DO! i
j EMA’ i; le NO. T
| a9) bs Te | —|- ro) D Jo ees ae ee
_ | = =
a | 5
w Ww | ot 2 |
Py | FLOOR + ! Lp (TYP. L 14k ly ia
| | RM#I 28 RM#4 32.1 sot fl |
5 STATE INSIGNIA
L a
(B) NO PAINT ON FLOORS
3'-0" —y1'-4" yt LY 2'-10 1/2” 3-0" September 10, 2025
=o” 7-3 1/2” ars K LBFoster ® 76'-0" CXT® Products
COAT HOOK FRONT 6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687 ” 901 N. Highway 77 Hillsboro, TX 76645 6” FURRED OUT WALL (TYP. 3 PLCS.) . . 60” MIN. DIA 362 Waverly Road Williamstown, WV 26187 TURNING CIRCLE = (TYP. 2 PLCS.) 56”X60” CLEAR SPACE FOR DK4 WATER CLOSET (TYP. 2 PLCS.) _
TOILET PAPER DISP VEN T SCH FD U LE BUILDING NUMBER DK4-035 SUPPLIED BY OTHERS ON SITE Toner
NOT BY CXT Ao PLoS SYMBOL | DESCRIPTION tin ced ht prin ad te exclusive property of CXT Incorporated. |The information MS—2 VENT Intended. Reproduction or dptrbution of this information, is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information,

1. ALL EXTERIOR DOORS TO BE LISTED AND LABELED AS Ae etre rn orchon ty ee rine oro COMPLIANT WITH AAMA/WDMA/CSA101/1.S.2/A440 OR particular purpose. TESTED PER AASTM E330. CXT Incorporated 2. DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST OR SPECIAL DOOR SCHEDULE KNOWLEDGE TO OPERATE. 3. UNLATCHING OF ANY DOOR SHALL NOT REQUIRE MORE TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK THAN ONE OPERATION.

SINGLE 3/0 x 6/8 x 3-3/4" 3/0 x 6/8 x 1-3/4" GALVANIZED RH REVERSE MORTISE THUMBTURN N/A Z SAT OS 4 eee GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION mv. DESCRIPTON APPROVAL | __ DATE N/A__| SPRING HINGE 4-1/2" x 41/2" N/A NORTON DOOR CLOSER 3 3x4" x 1/4" N/A LIGHTING AND VENTILATION REQUIREMENTS SCALE 1/'=1'-0" | DATE 7721/25 RESTROOM 1 RESTROOM 2 & 3 RESTROOM 4 CHASE DRAWN M. TOLMAN | FILE_NO. DK4—035 TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK CHECKED | NPENNER | PLOT 8 SINGLE 3/0 x 6/8 x 3-3/4" 3/0 x 6/8 x 1-3/4" GALVANIZED LH REVERSE MORTISE THUMBTURN N/A AREA 28.80 SQ FT 46.80 SQFT 32.10 SQFT 76.00 SQFT FLOOR PLAN GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION REQUIRED VENTILATION 1.15 SQ FT 1.87 SQ FT 1.28 SQ FT 3.04 SQFT N/A__|_ SPRING HINGE 4-1/2" x 4 1/2" N/A NORTON DOOR CLOSER 3 3x4" x 1/4" N/A PROVIDED VENTILATION 20.87 SQ. FT. 20.87 SQ. FT. 20.87 SQ. FT. 40.00 SQ FT TYPE FRAME DOOR SIZE MATERIAL DOOR TYPE LATCH LOCK REQUIRED NATURAL LIGHTING 2.30 SQ FT 3.74 SQ FT 2.57 SQ FT 6.08 SQ FT DWG NO. eT REV. SINGLE 6/0 x 6/8 x 3-3/4’ (2) 3/0 x 6/8 x 1-3/ GALVANIZED RH REVERSE (ACTIVE) / LH REVERSE (INACTIVE) MORTISE N/A PROVIDED NATURAL LIGHTING 0.00 SQ FT *** 0.00 SQ FT *#* 0.00 SQFT *** 0.00 SQ FT *** DK4—-03 D) GLAZING HINGES KICK PLATE STOP SWEEP THRESHOLD VENTILATION 24 N/A SPRING HINGE 4-1/2" x 4 1/2" N/A WALL (2)3" 6x 4" x 1/4" N/A *** ARTIFICAL LIGHTING PROVIDED TO MEET REQUIRED FOOT CANDLES. ®
1 DK4-06
2 DK4-06
4 DK4-06
3 DK4-06
September 10, 2025
05/12/2026 C6 358 of 440

MATERIALS

ITEM QTY
SPRING HINGE 4.5x4.5 18
REINFORCING PIVOT HINGE 4 EXTERIOR LED LIGHT FIXTURE NORTON DOOR CLOSURE 4 GEOMETRIC SYMBOL SIGN COMPLYING (TYP. 3 PLCS.) WITH 2022 CBC 11B—703.7.2.6.3&4 3068 GALV MORTISE DOOR 4 (TYP. 2 PLCS.) SI-3 “BROWN” 4
3068 GALVANIZED DOOR SIGN (SI-3) "BROWN” MS-2 VENT 4
Ano occubaNer Inbicaror (SYMBOL AS REQUIRED) CxT ID. TAG 6068 GALV DOUBLE DOOR 1 TYP. 4 PLCS. (INTERIOR, ABOVE DOOR) (TYP. 4 PLCS.) ( ) WALL DOOR STOP { 12 CXT I.D. TAG {
| 1 REINFORCING PIVOT HINGE (EXTERIOR) ! ir
W/ NORTON DOOR CLOSURE (INTERIOR) | _ (TYP. 4 PLCS.) ! ! | — | it | ° | | SPRING HINGE 4.5x4.5————_| | Uff if > (TYP. 18 PLCS.) | | | 5 | | _! ay | O ‘ea : | ii = 1 X Si} | |) g |) HE : | : I | d ! g 7 ? FS = S SS | If ° 2 ; iis i pc | ; if | ‘0 ml | | al | if : | if fe)
| | NI
<A ) CU. FT, CONC, SQ. FT. W.W.F.
4 18 3-0 3-0 3-0 3-0 3-0 3-0 Sy) 4 APPROXIMATE WEIGHT
MS—2 MECHANICAL VENT FRONT ELEVATION (TYP. 4 PLCS.)
2022 CBC 2022 CBC 6068 GALVANIZED DOUBLE DOOR ASSY
11B—306.2 & 11B-—306.2 & W/ MORTISE LATCH PLUMBING VENT PIPE (TYP. 2 PLCS.) C 11B-—306.3(a 11B—306.3(c is S RIBBED METAL ROOF TEXTURE September 10, 2025
(TYP.) EXHAUST FAN ROOF CAP ire LBFoster ®
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
| 362 Waverly Road Williamstown, WV 26187
PROJECT TITLE BARNWOOD TEXTURE ; DK4
(TYP. ALL EXTERIOR WALLS) a BUILDING NUMBER DK4-035
© NOTICE
ELKAY LK4409BF DRINKING Q Decushe property of GXT Incorporated.” the ormotion FOUNTAIN WITH BOTTLE FILLER | may only be used by the original recipient for the purpose ™~ intended. Rep ion or di ion of this i i + is strictly prohibited without the prior written consent of éL | Ni 5 CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, t | including a warranty of merchantability or of fitness for a 5 00 particular purpose.

TY CXT Incorporated qq
y ne) | 2_| STATE CORRECTIONS N. PENNER 09/05/25
| j nl | 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25) KT REV. DESCRIPTION APPROVA\ DATE \ ~ [en 1/4=1'-0" | DATE 7/21/25 2-8 3/4” ‘io IDRAWN M. TOLMAN FILE NO. DK4—035
4” 9’-8” 6’—0” \ 9’-8” 4” ICHECKED. N.PENNER LOT 48
7 on BUILDING 1-6" o— 1-6” ELEVATIONS 29’—0” \ A
IDWG NO. SHEET REV. REAR ELEVATION \ 4 WALL DOOR STOP DK4—04| 5 2 4

®
September 10, 2025
05/12/2026 C6 359 of 440

+ ~ ~ [—h- — ~ ~
STAINLESS STEEL LAVATORY (SENSOR OPERATED) (TYP. 2 PLCS.) = | lI | | ‘ | i ! as | ill l (ee) | Wl iL 5 | | 2 ee = ifl BARNWOOD WALL TEXTURE .! I | (TYP. ALL EXTERIOR WALLS) = II FASTAIRE HDO3S——__"| | ifi HAND DRYER 1th ifi | ail, (TYP 2 PLCS) nf : | - | | | : [es Wea | x) ifl 2) | il |
| | al | N 0 | III |
to ~ | | |
y J il |
fo | o] BS
v7” 2’-6” v7
7” 10'-4” 7
117-6”
RIBBED METAL ROOF TEXTURE (TYP.)

LH SIDE ELEVATION

11. 3/8
"
+
/
-

V7
MS—2 MECHANICAL VENT
EXTERIOR LED LIGHT FIXTURE aa 2 PLCS)
LY (TYP. 4 PLCS.) J
NL ON N PN} OS
= | oo}> ~ abel 2 al SWC I] N ,

10’—4”
11’-6” RH_ SIDE ELEVATION

MATERIALS

ITEM QTy
MS-2 VENT 4
ELKAY BOTTLE FILLER |
CU. FT. CONC. SQ. FT. W.WF.

APPROXIMATE WEIGHT

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TILE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
|__| 3RD PARTY CORRECTIONS N. PENNER [08/01 /25) REV. DESCRIPTION ‘APPROVAI DATE ISCALE 1/4*=1'-0" DATE 7/21/25
IDRAWN M._TOLMAN FILE _NO. DK4—-035
CHECKED. N.PENNER PLOT 48

BUILDING

ELEVATIONS
IDWG NO. SHEET REV.
5 DK4—-05 2 24
®
September 10, 2025
05/12/2026 C6 360 of 440

INTERIOR ELEVATION - MIDDLE (CHASE) WALL1 INTERIOR ELEVATION - ADA STALL SIDE WALL2 INTERIOR ELEVATION - BACK WALL3 INTERIOR ELEVATION - SIDE WALL4 ®
September 10, 2025
05/12/2026 C6 361 of 440

——————7¥
1/2 x 1/2 CHAMFER (TYP. 3 SIDES)
fi
t

|

NN FORM FACE

SHAKE/RIBBED ROOF FINISH
NOT INCLUDED IN 4 1/2” DIM
() TYPICAL ROOF SLAB EDGE 1
AS-3

FLOOR SLAB /
(s) FLOOR LIFT PLATE DETAIL 6
1/4” X 1” TAMPER

RESISTANT SCREW
(TYP 4 PLCS)

S.S. CXT VENT SCREEN (TYP. 2 PLSC.)
(2) WELDED CONNECTION ()

PS-19
ps-2-) 1/4 PS-19—
\I
PLAN
TYP. WALL TO WALL PANEL

WALL PANEL

FLOOR SLAB
TYP. WALL TO FLOOR SLAB

WELDED CONNECTION
e+ 7
WALL PANEL ~I\
\
a J RUBBER CHAMFER STRIP PS-19

=
| ? ° is
She ° FLOOR SLAB
TYP. WALL TO FLOOR SLAB

ps_9 MATCH LINE
OR PS-15
TYP

ROOF SLAB

(7) ROOF PEAK WELDMENT DETAIL 7

fel
(*) STANDARD CAST IN FRAME
MS-2 WALL VENT DETAIL
ry
r ae Lee
SI-3

ts
T
(+) JOINT DETAIL 4
=

i
RESTROOM . ™
L
SIS 45° BEVEL AMY
3/4" Ye Fah

(2) SIGN SI-3 DETAIL

ROOF SLAB

PS-—2 OR PS-10
TYP. WALL TO ROOF SLAB

(s) WELDED CONNECTION

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TILE DK4 BUILDING NUMBER DK4—035
NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25
| 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25)
REV. DESCRIPTION, APPROVAI DATE
ISCALE NTS DATE 7/21/25
IDRAWN M. TOLMAN FILE NO, DK4—035
ICHECKED. N.PENNER PLOT 48
IDWG NO. SHEET REV.

DK4-07| ’/ | 2 24
®
September 10, 2025
05/12/2026 C6 362 of 440

| 1-2”
9'-9 1/2” EL
D

[KD

| 8'—0"
we f 5 7-3" fm | GB - - R3x180 5 2 E rs 6-10 1/4”
LJ oO oO e rn ——~ S my
Q oO a a Q rg iA \ g i ONE LAYER MESH — Zz 7 4x4xW6.7xW6.7, CNTRD \ ——— 1 a a i
LJ R3x110 R3x110_ | Ud — 0” va = == | aN = = |
Ay o 8 A A 4 A A a% o o o = d b to
N 0
to >
oO ny
S v FORM FACE 4” SQ E-BOX X 1 1/2” DEEP ‘0 BACK TO BACK W/ 4” SQ ~ ROUND MUD RING AT FORM FACE ~ (7—\ Q|O PLACE MUD eno fC) OlO FACE DOWN IN FORM A OJjO NOTES:
1, EXCEPT R411, R327 & R316, REINFORCING BARS TO BE PLACED LIGHT DETAIL IN PAIRS ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER

2. ALL OTHER BARS TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS
ITEM 2 2
AS-2
PS-2
rL-648
R411
R3x92
R3x110
R3x180
R320 R327 R516 B.0. 76 1/8" x 82 1/4" 4x4 E-BOX =
}|
r
o
f
a
}
a
l
[
r
o
[
G
l
[
r
l
o
}
]
/
a
l
[
e
l
[
a
l
s
o
l
|
o
a

ROUND MUD RING

CU. FT. CONC. SQ. FT. W.W.F. 66,43 (2.46) 199.3

APPROXIMATE WEIGHT
9,965

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TLE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this in ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25
| 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25)
REV. DESCRIPTION, APPROVAI DATE
ISCALE /8"=1'-0" DATE 7/21/25.

IDRAWN M. TOLMAN FILE_NO. DK4—035
ICHECKED. |.PENNER PLOT 32

WALL PANEL
MARK W1
IDWG NO. SHEET REV. 8 DK4—08 2 24
®
September 10, 2025
05/12/2026 C6 363 of 440

PLACE MUD RING -———

FACE DOWN IN FORM

FORM FACE

G v lo) OF A O OO
O

LIGHT DETAIL
|
_\

4 ”
(B
A
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W
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D

TE
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T
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8’
-
0 "
(
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W
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L

FIN
I
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)

7-11

__

Eq

4” SQ E-BOX X 1 1/2” DEEP
BACK TO BACK W/ 4” SQ

ROUND MUD RING AT FORM FACE
8-0" — 7-11" —=
7-3"
7'-1°

BARNWOOD TEXTURE NA
2’-6"
1’-6”
9”
0”

R3x
9 2

I R3x120

ONE LAYER MESH
4x4xW6.7xW6.7,
CNTRD
a BARNWOOD TEXTURE
R3x
9 2

| >
R320

(| R303
R320 R3x120
A A A A A A A A A A A A AR for) N aB% a N N NON ON N av 7 xo e 1 > bo To ob ye ” Y tu | to O <= a <s YN «< S nS & Vv Ons Vd WV VN Gv” g z NN EV eS z co) N + wo 5 st wo 5 ae NX Bok FP J | oo oo 7 _ =|1zZz - + ire} oOo o | co 60 t a. ~ Oo + Vang ” PS = ~ ie) ms — ‘| © N Zz < z= a Q
io) oO V
io)
a! N
NOTES:

1. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS
ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER

2. ALL OTHER REBAR TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS

ITEM 2 2
AS-2
PS-2
PS-10
PS-19
R3x92
R3x120
R320
R305

HOSE BIB
B.0. DRINKING FOUNTAIN 6”x6”
MS-2
4x4 E-BOX

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ROUND MUD RING

CU. FT. CONC. SQ. FT. W.W.F. 26.8 (0.99) 82.7

APPROXIMATE WEIGHT

4.020

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this in ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

ee erat" DATE 7/21/25
IDRAWN M. TOLMAN FILE NO. DK4—035
ICHECKED PENNER PLOT 32 WALL PANEL MARK W2
IDWG NO. SHEET REV.

DK4—-09} ° 2 24
®
September 10, 2025
05/12/2026 C6 364 of 440

FORM FACE
PLACE MUD RING -———

3-0”
P11" _= ooo eae
R320 ql R3x120 Ill I R320 7-3" | R303 |.) F 7'=1" | _ = oT) BARNWOOD TEXTURE NI BARNWOOD TEXTURE ™ J ONE LAYER MESH ~ — nN 4x4xW6. 7x6. 7, ® z CNTRD tS) Nal aw
jag
3-6 1/2” 5 3’-4" } } -—#—o ia
—_ T TI
i Ll , 7 on Tre! 2-1 1/2 if i | | I I I i = = 5
1’-6” b+ k+4 S
lo | lo ‘of iam
9” | R303 |.) }
pK R520 R3x120 Li TF 0” =
OA” A A A NA A AA A NA AN A As = TS vo * oT & = Ze ~y | un | nn 7) sn | l= XH lo a so & WAR v oS @ aw oy am nA omen ion) N ou OY ~~ ow ” De) =- 7 © =] | o! © SCfaN 7 iw .! al io vo 7 rove x - N ie) = fe RUoURE 2 “l ol ‘o = © % | KR
4” SQ E-BOX X 1 1/2” DEEP
BACK TO BACK W/ 4” SQ

ROUND MUD RING AT FORM FACE

O FACE DOWN IN FORM OO
O

LIGHT DETAIL
7'-
3 °

9’-
9 "

7 T F F
Lg
_~ 5 im Zz 5 x Ee x< 4 Lu au - 5 O° a (e) a So = = E & o < oS faa) = oS “Y * ~ _ BS =
| _! e) Hy”
| |
| | LS
Lg
4”
7 NOTES:

1. EXCEPT R303, REINFORCING BARS TO BE PLACED IN PAIRS
ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER

2. ALL OTHER REBAR TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS
2 2 ITEM
AS-2
PS-2
PS-10
PS-19
R3x92
R3x120
R320
R305

ROUND MUD RING
MS-2
E-BOX
B.0. 3/4" DIA

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B.0. 1-1/2" DIA

CU. FT. CONC. SQ. FT. W.W.F. 26.72 (0.99) 82.7

APPROXIMATE WEIGHT

4,008

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this in ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

ee /8"=1'-0" DATE 7/21/25
IDRAWN M. TOLMAN FILE NO. DK4—035
ICHECKED PENNER PLOT 32 WALL PANEL MARK W3
IDWG NO. SHEET REV.
pK4-101 '% | 2 24
®
September 10, 2025
05/12/2026 C6 365 of 440

7 FORM FACE

_ We”
4x4. E-BOX | | BACK TO BACK = 9'-0 13/16" —— W/ ROUND MUD RING UP | | (TYP. 2 PLCS.) | 3-0"
— a H 7'-6" an O— l 6 |} + 7'=3" —~ Hs a | | ONE LAYER MESH 2303} Zz ’ ” ic 3 6-10 ° 4x4xW6.7xW6.7, CNTRD re fi
= L ~ — N
a J a (| Xs c ¥ \ 2
oO x S) C] \ |} e EP = =
2 5 = N N " a 2 |g re) 9 = a faa
3'-4"
1’-9" 7 3
eae 9 + _ UH - U 9” Ls H py i y y " ite i A 5" HH E370 eit R3y148 ll 7 0” Ts Fan Fan Ihe ms | aA A a A A A A A O2 A — A N ry wo 4 S 82 3 7 & S aS 7 xo e te & ee 5 o> wn 87 : : . Vv : ON v XX YX aa > NN 5 © 00 ST to 9 Ss YY st - od oo ] ty - 4 aro) . o + Vv ~N ee oO 3 o> = oS | 5 no na a - ry) N iF i Vv = 3 ~ — wv I % x - Z Z 2 sé ne) > > ty
So } > =) = = wt 5 a _ gG to ~o N
4" SQ E-BOX x 1 1/2" DEEP WALL SLEEVE BACK TO BACK W/ 4” SQ x 3/4” (FLANGE SIDE ™ \ DEEP DOUBLE GANG MUD RING

AT NEAR FACE
| | ° | | | | [* > | PLACE MUD RING G
- FACE UP IN FORM
; WITH HOLES LOCATED ° ° Oo Oo
ON THE LEFT AND RIGHT | LL SIDE ONLY A . Q O NOTES: \ O WALL SLEEVE DETAIL 1. EXCEPT R303 & R320 REINFORCING BARS TO BE PLACED SLOAN FLUSH SENSOR —BOX DETAIL IN PAIRS ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER

2. ALL OTHER BARS TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS
ITEM 2 2
AS-2
PS-2
PS-1
PS=19
RSx127
R3x92
RSx148
R3x192 R320 R305 B.0. 4 1/2" DIA B.0. 3°x15"

DOUBLE GANG MUD RING
W.C. WALL SLEEVE

ROUND MUD RING
CO}

Ra]

RS]

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RS]

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4x4 E-BOX

CU. FT, CONC. 30.21 (1.12)

APPROXIMATE WEIGHT
4,932

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TLE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

ee fe =t-0" [DATE | 7751/25
IDRAWN M. TOLMAN FILE_NO. DK4—035
ICHECKED | PENNER PLOT 32 WALL PANEL MARK W4A
IDWG NO. SHEET REV. DK4-11] 1% | 2 24
®
September 10, 2025
05/12/2026 C6 366 of 440

WALL SLEEVE
(FLANGE SIDE ™ \
4x4 E-BOX BACK TO BACK W/ ROUND MUD RING UP (TYP 2 PLCS)

7 FORM FACE
WALL _S VE _DETAIL

We” _
oS 9-0 13/16" a
3-0" |
; _ ‘ QC = 7'-6" Hs
I | R303 ( } en: Hy} 7-3" + ‘| @
TYP \ S 6'—10" 2 2
CI \ 9 i =
~ NEI im S
ONE LAYER MESH = aa
4x4xW6.7xW6.7, CNTRD fe a
oO 5 5 z 5 Es 8 2 fa Q fad s %
Ye a ac _
a ak g
" C = D 2 | }|__J | on Cc i 9" le a) 7 P i » C Ll R3y148 et Hy 5” il Jan JN 0” A A A A A A A A A | | St “ oO SUA . 3 ea 7 28 g a
Te a yn oO rep) 2 Oo 4 a Y V ~ § on 3s} to 2 ‘o to CU oni Si » + & v Lu | ° oOo ff . © 3S . N Sa g ~ So ao © 0 ves FS) a _l - Aan ll oO g be}
0 = * | ~N
4" SQ E-BOX x 1 1/2" DEEP
BACK TO BACK W/ 4” SQ x 3/4”

DEEP DOUBLE GANG MUD RING

AT NEAR FACE
FACE UP. IN FORM Y
WITH HOLES LOCATED °| ° Oo Oo NET nee) NOTES: K OfO

1. EXCEPT R303 & R320 REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER SLOAN FLUSH SENSOR E-BOX DETAIL

2. ALL OTHER BARS TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS

ITEM 2 2
AS-2
PS-2
PS-1
PS=19
RSx127
R3x92
RSx148
R3x192
R320
R305
4x4 E-BOX
B.0. 4 1/2" DIA

DOUBLE GANG MUD RING
W.C. WALL SLEEVE

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ROUND MUD RING

CU. FT, CONC. 30.29 (1.12)

APPROXIMATE WEIGHT

4.943

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

Es fet" [DATE | 7721725
IDRAWN M. TOLMAN FILE NO. DK4—035
ICHECKED PENNER PLOT 32 WALL PANEL MARK W4B
IDWG NO. SHEET REV.

DK4-12) '% | 2 24
®
September 10, 2025
05/12/2026 C6 367 of 440

EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS ITEM Qty ITEM Qty ITEM ary ITEM ary TEM ary ITEM ary
AS-2 3 AS-2 3 AS-2 3
PS-15 2 PS-15 2 PS-15 2
PS-2 4 PS-2 4 PS-2 4
R320 4 R320 4 R320 4
R3x72 4 R3x72 4 R3x72 4
R3x108 4 R3x129 4 R3x108 4
CU. FT. CONG. ‘SQ. FT. WWF. ‘APPROX CONC WEIGHT BLOCKOUT CONCRETE ‘CU. FT. CONC. SQ. FT. WWF. ‘APPROX CONC WEIGHT ‘OU. FT. CONC. $0. FT. WWF. ‘APPROX CONC WEIGHT 14.9 (0.56) fi 2.235 AT EACH PS—15 17,75 (0.66) il 2662 149 (0.56) fi 1235 fe) ™N De)
We” a
117-1 1/2” —= baci baad il
R3x72
2 fe) fo) z st Q Q + ~ De) De) ™~ De) (aa la Oe)
9-3 3/4” g'-3 3/4”
9-3 ima ima FF 9-3 —— ima ina
R3x72 R3x72
a a ONE LAYER MESH S a
“ lard 4x4xW6.7xW6.7, CNTRD _ “ “ | TON su!
7-3" : 7-3" i _— \ = z 5 7’'—3° if |
| ~ ] pa | | Zz —~ A T a | w i A T zr 7) = = Hw ONE LAYER MESH n Zz L | | 3 ° = ONE LAYER MESH n Zz 4x4xW6.7xW6.7, CNTRD z L o 4x4xW6.7xW6.7, CNTRD z L
je) Oo (e) = \ 2 r Q Q _ \ = re
] or : 9” ir : 9" E H September 10, 2025 9 R3x72 ll R3x72 il R3x72 : : : LBFoste rol iy Pot. en F r. se . S 4 CXT® Products A A 7 S RS A A A Ss % A A "7 Ss wo “N n - wo N wo _ wo “N w" _ : 7 | fa + 7 | 7 st 7 | a st 6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687 m) 2 X | wo Y wo | w 2 y J 901 N. Highway 7 Hillsboro, TX 76645 a NV Q te) % v & © & Vv N © 362 Waverly Road Williamstown, WV 26187 A y+ } A x A A + } % ™~ 2 o ™~ o . ™~ oll PROVECT TILE = < = = Nf 2 “ a 2 N oe) wn “ x DK4
wv ./ ~~ v | v v | NN BUILDING NUMBER DK4—-035 + m — + ” + + m _ ™~ N ™~ ™~ ™~ N NOTICE - | - - - | . - The informati tained herein i ietory and th “ 0 “ “ “ iD Beeman cena repre od he - ~ ~ - may only be used by the original recipient for the purpose _ - wo - intended. Reproduction or distribution of this i i is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated
WALL W5 WALL W6 WALL W7 | 2_| STATE CORRECTIONS N. PENNER 09/05/25 | 1_[ 3RD PARTY CORRECTIONS N. PENNER |08/01/25) REV. DESCRIPTION APPROVAI DATE
ISCALE /8"=1'-0" DATE 7/21/25 DRAWN M. TOLMAN | FILE NO. | DK4—035 [CHECKED PENNER PLOT 32 NOTES: WALL PANEL

1. WALL WIDTH REDUCED 1/2” OVERALL FOR BUILDING ASSEMBLY.

2. EXCEPT R320, REINFORCING BARS TO BE PLACED IN PAIRS
ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER
ALL OTHER BARS TO BE CENTERED IN PANEL.

MARK W5, W6, & W7
IDWG NO. SHEET REV.
pk4-13} '% | 2 24
®
September 10, 2025
05/12/2026 C6 368 of 440

a) rr =
i
8 i
o [| & 5S Zz — I-4 x | N
_ |
| |
| |
“4
4" 4

FORM FACE

PLACE MUD RING

FACE DOWN IN FORM
7 117-2”

9’—0"
3-0”
—10"
7'-3' — [ICE 5 nr 234180 ( mi
6-10 1/4

ONE LAYER MESH
4x4xW6.7xW6.7, CNTRD
—T~
rt rt : rt rt 5'-0" i on on an
L--d bod \ bod bod
a iw
co ise) 0 0O 00 00 % 3 Es ‘ ‘ & RSx92 R3x92 ~ ina aa ce aa ac cc wa | NJ
1’-6" q q q
oO oO [e) Mm ne) De) — * al | = “ a ” \] \/ 9” —— IE te ‘} ce ce ‘I (- Ml _j R3x65 | 0” |
aS ANN A A ra A ra A A ANNA _ & NAD N Qa N Lop) N Qa N DAN XS Loy Lod 7 Lod Tod a - ° ° 7 ° wes s+ f= ~ _ ° g _ _ _ N S jaa} Vv
ty ~

—O) |e

LIGHT DETAIL
4” SQ J-BOX X 1 1/2” DEEP
W/ 4” SQ ROUND MUD RING
FACE DOWN IN FORM 8'-
2 "

23'
-
2 ”

17'
=
2 "

NOTES:

1. EXCEPT R411, R303, R327 & R316, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4” MIN. COVER

2. ALL OTHER BARS TO BE CENTERED IN PANEL.

EMBEDDED MATERIALS

ITEM 2 2
AS-2
PS-2
rL-648
R411
R3x92
R3x98
R3x180
R320
R327
R516
B.0. 40 1/8" x 82 1/4”
R3x65
4x4 J-BOX

ROUND MUD RING
R3OS
PS-19
MS-2
Sl-3 MOLD

f
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B.0. PARTIAL 3°x6"x2” DP

CU. FT, CONC. 49,03 (1,82) 151.

APPROXIMATE WEIGHT
7,399

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TLE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

ee /s'=1-0" | DAT 7721/25
IDRAWN M. TOLMAN FILE NO. DK4—035
ICHECKED PENNER PLOT 32 WALL PANEL MARK W8
IDWG NO. SHEET REV.
pK4-14 '% | 2 24
®
September 10, 2025
05/12/2026 C6 369 of 440

SEE FLOOR DRAIN DETAIL

10’-4” —— + I I + => 10'-1 1/2" LAYERS MESH R3x172
\ | { 4x4xW6.7X06.7 \ i
| = (1) 3/4” CLEAR NEAR FACE t_ | an om) R3x172 LL" (1) 14/4" CLEAR FORM FACE R3x172 CT! O , » J Cc 8-7 ——
fe)
7'-10" H [| _
7'-3' . : _ R3xT72 __ ~~ : R3x172 ~ |
6'-10 1/2” [— ; [Fe] (7S) 7aN] ba} —
6'-4" —— lH . tl a fe} 2 x Q) aj I = f2!] 02 SS R303 o ® S & = 5'-6 1/4" | 5 STININ IS TYP |. AIefey} nN 5 ee Q : S qi xl XII & * = N st] sls s] ne 8 =
—Ilt] 9 9 9 9 9 9 9 = Hl 2 fs) 5 3’=8" x x N Rs xh ~~ 1a —. | x Re y) —e xo ~ ro) 3-6 1/4" 2 iLL LY te } i iy y ne ie — rm 9 RSK42 R5x42 R3x42 C - |
[e)
2-2" ——
> » D N PN | C ° 1-6 1/4” ° *) °] 7 1
YZ, M1) 4)
R3x172 » = q — oo R3x172
os | r YT + TI
s A A A AN ANA A | AAW AA AN AN AN A A NN AW A A A > 5" of 2 Z PL Sd 2a PE 22 = 22 Pz mo of z 22 | | oN S oN ~~ va —_ ~~ oa We) | ot oo v in 19 wi, — a oy pr va in “ V + wo V % V —— 4 = —V _ a ° N Vv N ° : : a : 5 2 iS x x Ss ‘ io _| _ _ 4) _ = AN io N N af De) y is) af N
io 3° .! o | to a ty 2

SID
E

OF
BUI
L
D
I
N
G

ORIENT THREADED HOLES AS SHOWN
SID
E

OF
BUI
L
D
I
N
G

RM54960 FLOOR DRAIN (FLANGE SIDE UP) NOTES:

1. SLOPE 1/4” TO FLOOR DRAIN BLOCKOUTS AS INDICATED BY ARROWS.

FORM FACE /

FLOOR DRAIN

; Beat pace NF 2. EXCEPT R303 & R4x112, REINFORCING BARS TO BE PLACED IN PAIRS eet ONE EACH FACE OF PANEL WITH 3/4” COVER NEAR FACE AND 1 1/4” COVER FORM FACE.

BLOCKOUT 10-1/2” DIA x 1-3/4"DP
BLOCKOUT DETAIL 4. ALL OTHER BARS TO BE CENTERED IN PANEL OR PLACED AS NOTED

EMBEDDED MATERIALS

\TEM QTY
PS-19 29
AS-3 4
R3x72 4
R3x172 16
R4x112 10
R3x120 4
R3x42 32 FLOOR DRAIN 4
B.0. 6” DIA |
B.0. 24"x20” 2
R303 15
AS-1 4
CU. FT, CONC, SQ. FT. W.W.F. 109.1 (4.04) 537.4
APPROXIMATE WEIGHT 16,366

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

3. R4x112 TO BE PLACED IN BOTTOM OF PANEL WITH 1 1/4” COVER, U.N.O.

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2 [STATE CORRECTIONS N. PENNER [09705725 [+ [RO PARTY CORRECTIONS N. PENNER 08/01/25) REV. DESCRIPTION APPROVAI DATE SCALE r=1'-0" | DATE 7/21/25 DRAWN | M. TOLWAN | FILE NO. | DK4—035 CHECKED | NPENNER | PLOT 3

FLOOR SLAB
MARK F1
DWG NO. SHEET 7] REV.
15 DK4-15 2 24
®
September 10, 2025
05/12/2026 C6 370 of 440

J—BOX OPEN FACE UP) \J

TWO LAYERS MESH
4x4xW6.7xW6.7 (1) 3/4” CLEAR NEAR FACE (1) 11/4” CLEAR FORM ee BLOCKOUT TEXTURE 13” SQ. ~~ |

FOR PLUMBING VENT ROOF BOOT
SMOOTH TEXTURE ————|
B.O. TEXTURE 13” SQ. FOR EXHAUST FAN ROOF BOOT (TYP. 2 PLCS.) R32
0 R3x
1 7
6 R32
0 jain

15’— 0 1/2” J 14-11 378”
— 14-3 1/2”
13°-2 3/4"

13'-0"
12’-2 1/2”
11’-2 9/16”
B.O. PARTIAL 3”x6”x3” DP

NEAR FACE

9-11 1/4°
— 9-5 1/2”
8'-9 7/8"

R4
x
1 7
5 8'-8 3/4°
1/2”
cy ;
=

cy
6-8 9/16”
p= SMOOTH _ TEXTURE
5’-8"
R3x1354

juin rv — 5'-4 1/2”

4’—2 3/4°
2’-7 1/2” 17-9 3/4"”
Laz,

pF ie ut 0
11’
-
6 ”

10'
-
8 "

9-
6 1/
2 ”

8-5
”

8’-
0 "

7-4
"

6'-
1 "

5’
-
9 "

SM
O
O
T
H

TE
X
T
U
R
E

—
—
—

3'-
1 "

2'-
1 "

V=1
1 1/
2 ”

10 ”

9”

— 6 1/2’
0”
0”

14’
-
1 1

3/
8 ”
(
S
M
O
O
T
H

TRO
W
E
L

FIN
I
S
H
)

Wat

dD
15’
-
O
0 1/2
”
(
R
I
B
B
E
D

MET
A
L

TEX
T
U
R
E
)

0 Le ve
ja— 5 3/8"
NOTES:

1. EXCEPT R303, R411, R4x175 & R4x18, BARS TO BE
PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 3/4”
CLEAR NEAR FACE & 1 1/4” CLEAR FORM FACE.

2. R4x18 TO BE PLACED ACCORDING TO FL—847 MF’R
INSTRUCTIONS.

EMBEDDED MATERIALS

ITEM 2 2
PS-19 ~s
PS-2
rL-648
FL-847
R411
R305
R320
R3X176
R3x1 54

Sf

fr
o
l
e
]
a
l
e
y
e
]
/
e
]
—

R4x175
R4x18 16
B.0. 5” DIA
4x4 J-BOX
B.0. PARTIAL 3°x6"x3" DP

WG
}

}o
a
l
w

B.0. TEXT 13” SQ.

CU. FT. CONC. SQ. FT. W.W.F. 67.8 (2.51) 346

APPROXIMATE WEIGHT

10,174

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the ° origin recipient for the purpose intended. Ri of this is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS

[rev. | DESCRIPTION “APPROVAL DATE
ISCALE /8"=1'-0" DATE 7/21/25
IDRAWN M. TOLMAN FILE NO, DK4—-035
CHECKED. | PENNER PLOT 32

ROOF SLAB
MARK R1
IDWG NO. SHEET REV.
16 DK4—-16 2 24
®
September 10, 2025
05/12/2026 C6 371 of 440

15’
-
0 1/2
”
(
R
I
B
B
E
D

MET
A
L

TEX
T
U
R
E
)

T
iy
Ge

14'
-
1 1

3/
8 "
(
S
M
O
O
T
H

TRO
W
E
L

FIN
I
S
H
)

13’-0"
5'-8"

21/4" 4 5 3/8” —m
15’-0 1/2”
14-11 3/8”

8’-
0 "

‘ F ‘ TTT | R3x134 Il
14-3 1/2 —— BIE Ray, 3
Ny
i a
, ” Ua Yo 1 rr aN 13'-2 3/4" Ke ‘ O ! 5
| !
| 12’-2 1/2” (eri) GED
R4x18 _ TYP
117-2 9/16” ‘)
v4
[ 11/8 LY) g’-5 1/2” — BiB R41,
8'-9 7/8" | 8'-8 3/4" G 5
uw ~—m x | x
~
7-1 1/2" ‘aa ‘aa © ; — 2 6’-8 9/16" y >
SMOOTH TEXTURE ———] | | | | ee
a 7 | | t | 5’-4 1/2” — Pip | O
L--4t-_4
Ray, > R303 LY
47-2 3/4” ic TYP |}
2-7 1/2° GED GED
1-9 3/4" FN
ze ie} gy .
6 1/2” —— BE =, R3x134 —___] 0”
+ + wT db x ; n n ina n n a. n — Y la a =) Na a V | a _ Y ro KO s 8 rs ~ Sb NT FT Hl 7 7 Ow ° = 5 2 =
- S | °
iva) oO ~
[op)

TWO LAYERS MESH
4x4xW6.7xW6.7 In |~ (1) 3/4” CLEAR NEAR FACE
QT (1) 1 1/4” CLEAR FORM FACE
B.O. TEXTURE 13” SQ.

FOR PLUMBING VENT ROOF BOOT
fp SMOOTH_ TEXTURE
B.O. TEXTURE 13” SQ. FOR EXHAUST FAN ROOF BOOT (TYP. 2 PLCS.)

EMBEDDED MATERIALS

\TEM QTY
PS-19 17
PS-2 |
FL-648 4
FL-847 4
R411 4
R303 17
R320 4 R3vI76 a
R3x1 54 4
R4x175 |
R4x18 16
B.0. 5” DIA 3
B.0. TEXT 13” SQ. 3
CU. FT, CONC, SQ. FT. W.W.F. 67.8 (2.51) 346
APPROXIMATE WEIGHT 10,174

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TLE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this ti is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

1. NOTES:

EXCEPT R303, R411, R4x175 & R4x18, BARS TO BE
PLACED IN PAIRS, ONE EACH FACE OF PANEL W/ 3/4”
CLEAR NEAR FACE & 1 1/4” CLEAR FORM FACE.

2. R4x18 TO BE PLACED ACCORDING TO FL—847 MF’R
INSTRUCTIONS.

| 2 [STATE CORRECTIONS N. PENNER [09705725 [+ [RO PARTY CORRECTIONS N. PENNER 08/01/25) REV. DESCRIPTION APPROVAI DATE SCALE /8°=1'-0" | DATE 7/21/25 DRAWN | M. TOLWAN | FILE NO. | DK4—035 CHECKED | NPENNER | PLOT 3

ROOF SLAB
MARK R2
DWG NO. SHEET 7] REV.
17 DK4-17 2 24
®
September 10, 2025
05/12/2026 C6 372 of 440

NOTE:

THIS FACTORY ASSEMBLED BUILDING, AS CONSTRUCTED, PROVIDES A RIGID BOX TYPE STRUCTURAL SYSTEM. VERTICAL LOADS ARE TRANSFERRED PRIMARILY THROUGH BEARING WALLS TO THE STRUCTURAL SLAB FLOOR OF THE BUILDING. THE VERTICAL LOADS ARE THEN DISTRIBUTED THROUGH THE REINFORCED CONCRETE FLOOR TO THE PREPARED GRANULAR, NON—FROST SUSCEPTIBLE (NFS) SUB—-BASE WHICH DISTRIBUTES THE VERTICAL LOADS IN RELATIVELY UNIFORM FASHION TO THE NATIVE SUB—GRADE. AS WITH MOST CONSTRUCTION, THIS DOES REQUIRE THE NATIVE SUB—GRADE TO BE STRIPPED OF VEGETATION AND TOP SOIL PRIOR TO PLACEMENT OF THE PREPARED GRANULAR SUB-BASE. DUE TO THE INHERENT STIFFNESS OF THE BUILDING, IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN

THE UNLIKELY EVENT OF FREEZING ACTION BELOW THE BUILDING REGARDLESS OF NATURAL FREEZE/ THAW CYCLES ANTICIPATED TO BE ENCOUNTERED IN THE STATE OF CALIFORNIA.

LATERAL LOADS ARE TRANSFERRED TO THE GROUND THROUGH FRICTIONAL RESISTANCE WITHOUT SLIDING OR SHIFTING BETWEEN THE BUILDING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB-BASE ON WHICH THE BUILDING RESTS. SEISMIC ANALYSES ARE BASED ON LOADS DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE USING PARAMETERS, WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIREMENTS FOR THIS INSTALLATION.

THIS BUILDING AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB-BASE WILL BE SAFE AND STRUCTURALLY SOUND FOR VERTICAL AND LATERAL LOADS AS DISCUSSED ABOVE. A FULL DEPTH FOUNDATION WALL AT THE BUILDING PERIMETER AND AN ANCHORAGE SYSTEM, TYPICAL FOR OTHER TYPES OF BUILDING CONSTRUCTION, ARE NOT REQUIRED FOR THIS BUILDING.

THE “FOUNDATION” FOR THIS STRUCTURE IS ESSENTIALLY THE COMBINATION OF THE COMPACTED SUB-BASE MATERIAL AND THE BUILDING'S REINFORCED SLAB.

THE COMBINATION OF THE COMPACTED SUB-BASE MATERIAL AND THE BUILDING’S REINFORCED SLAB NEED TO BE AT LEAST 12” THICK AND THE COMPACTED

SUB-BASE MATERIAL SHALL EXTEND BELOW THE LOCAL FROST DEPTH

FILL SO THAT FINISHED GRADE HEIGHT 70” (PERIMETER SIDEWALK OR EARTH) IS | _ SUB BASE THICKNESS EQUAL TO FLOOR SLAB HEIGHT TYPICAL VARIES, 6” MINIMUM EXTEND TO FROST DEPTH

PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB—BASE SHALL BE PROVIDED.

SUB-BASE SHALL BE A MINIMUM OF 6” THICK AND CONSIST OF %” MINUS CRUSHED ROCK (ROAD BASE MATERIAL) COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557.

FINISHED SURFACE OF SUB-BASE SHALL BE FLAT AND, WITH A MAXIMUM DEVIATION OF -—1/2” +0” FROM A TRUE HORIZONTAL PLANE. REFER TO BUILDING HANDLING SHEET FOR SUB-—BASE REQUIREMENTS DURING BUILDING PLACEMENT. (PREPARED SUB—BASE NOT BY CXT).

NATIVE SUBGRADE
(1500 PSF BEARING

CAPACITY MINIMUM)

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187
PROVECT TILE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
| 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25) REV. DESCRIPTION APPROVAI DATE ISCALE 1/4*=1'-0" DATE 7/21/25
IDRAWN M._TOLMAN FILE _NO. DK4—-035
CHECKED. N.PENNER PLOT 48
IDWG NO. SHEET REV.
pk4-181 '% | 2 24
®
͟͞
͟
September 10, 2025
05/12/2026 C6 373 of 440

DETAIL ‘A’
oF
ay~™
10’—0” MIN.

DETAIL 'B’ \_-2”

10°—
4 ”

BELOW FLOOR PIPIN
4” CLEAN OUT TO GRADE.
2” FLOOR DRAIN (10” DIA BLOCKOUT)
— KEY NOTES

ALL PIPING INDICATED ON

THIS SHEET IS NOT BY CXT
2” VENT PIPES EXTENDED 12” ABOVE FINISHED
FLOOR LEVEL, PROVIDE TEST PLUG. (24”X20” BLOCKOUT)
4” WASTE PIPE EXTENDED 12” ABOVE FINISHED
FLOOR LEVEL, PROVIDE TEST PLUG. (24”X20” BLOCKOUT)
2” TYPE K OR L ANNEALED ”SOFT” COPPER WATER
SERVICE EXTENDED 12” ABOVE FINISHED FLOOR
LEVEL, PROVIDE CAP AT END. (24”x20” BLOCKOUT)
AGAINST FREEZING AND DAMAGE.

SEAL (24” x 20” BLOCKOUT)

FLOOR DRAIN BLOCKOUTS & BELOW FLOOR PIPING

PIPING LEGEND

BELOW FLOOR

WASTE PIPING
SCH 40 PVC
ASTM D2665 TYPE
2” TYPE "K OR L”

ANNEALED
"SOFT” COPPER

WATER SERVICE
ASTM B88
DWV

FLOOR DRAIN DETAIL

ao : 3. | p | |
| 4. | | .
2 ; . is ‘ Rf |
W 5
; 8.
i o
Eh d h o o o—
2’-10” a 5-6 1/2” a | 4)
9'-3 1/2” o % © | | 3)
12’-3 | a oe
13°-0 _—
16-10 1/2” v=o" | 7" 5"
20'-5 1/2” 20
25-2" 24”x20” BLOCKOUT
26'-0" DETAIL "A"
30” MIN. BURY, PROVIDE TRACER TAPE.

MIN. BURY PER LOCAL REQUIREMENTS TO PROTECT
ELECTRICAL STUB UP, (6” DIA BLOCKOUT)
2” FLOOR DRAIN WITH FIELD INSTALLED TRAP

10”

10”

rt

24x20” BLOCKOUT
DETAIL ”B”

A. CAST-IN DRAIN HOUSING (10” INSIDE DIM — PROVIDED BY CXT) 4 B. FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PROVIDED—INSTALLATION NOT BY CXT) « C. 2” WASTE PIPE — STUB UP 12” ABOVE GRADE (NOT BY CXT) “a 4 D. 2” TRAP SEAL PART# P26001 (CXT PROVIDED-INSTALLATION NOT BY CXT) ‘, E. P-TRAP ASSEMBLY (NOT BY CXT) .

F. 2” FLOOR DRAIN VENT RISER — STUB UP 12” ABOVE GRADE (NOT BY CXT) 4) 44 5 PLUMBING
«! BLOCKOUT
10” DIA 4. |
Zz = TO MAIN __
w\ WASTE LINE

FLOOR DRAIN DETAIL

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TILE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
1_| 3RD_PARTY CORRECTIONS N. PENNER [08/01 /25) fev. | DESCRIPTION “APPROVAL DATE ISCALE 1/4*=1'-0" DATE 7/21/25
IDRAWN M._TOLMAN FILE NO. DK4—035,
ICHECKED N.PENNER PLOT 48

FLOOR DRAIN LOCATIONS
& BELOW FLOOR PIPING
IDWG NO. SHEET REV. 19 DK4-19 2 24

®
September 10, 2025
05/12/2026 C6 374 of 440

STUB AND CAP WASTE LINE FOR FUTURE CUSTOMER INSTALLED LAVATORY (TYP 4 PLCS)

STUB AND CAP VENT LINE FOR FUTURE CUSTOMER INSTALLED LAVATORY (TYP 4 PLCS)

ie 6 :

P~2 [-+ P 7 — pay
|
| pay |
| | | | | I pars
|
| !
Ph of h df

STUB AND CAP WATER LINES FOR FUTURE CUSTOMER INSTALLED LAVATORY (TYP 4 PLCS)

WATER PIPING

1. 2.

WASTE PIPING — KEY NOTES

1. 2” FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT)

2. 4” WASTE THROUGH FLOOR, FIELD INSTALLED (NOT BY CXT)

3. PROVIDE TEST PLUG IN END OF WASTE PIPE. CONTINUATION OF PIPING IS FIELD INSTALLED & NOT BY CXT.

VENT PIPING — KEY NOTES
2” FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT)
3” VENT THROUGH ROOF.
2” VENT WITH TEST PLUG.

FIELD INSTALLED 2” VENT PIPING FROM FLOOR
DRAINS. (NOT BY CXT)
WATER PIPING — KEY NOTES
2” FLOOR DRAIN, FIELD INSTALLED (NOT BY CXT)
FIELD INSTALLED 2” WATER SUPPLY WITH SHUT-OFF VALVE NEAR FLOOR. (NOT BY CXT) 3/4” HOSE BIBB WITH VACUUM BREAKER AND WHEEL HANDLE.

WATER PIPING ALONG WALL, SEE WATER PIPING DIAGRAM ON DK4—21.

PIPING LEGEND
—-— COLD WATER TYP_"K OR L” COPPER, ASTM B88
—--— HOT WATER TYP ”K OR L”
COPPER, ASTM B88
-—S— aa VENT PIPING
SCH 40 PVC, ASTM D2665, TYPE DWV

WASTE PIPE:

SCH 40 PVC, ASTM D2665, TYPE DWV

FIELD PIPING (NOT BY CXT)

SPECIAL NOTES:

1. TOTAL FIXTURE COUNT : (8)

2. FLOWING PRESSURE: 45 PSI MIN, 80 PSI MAX

3. TOTAL DEVELOPED LENGTH = 35'—0"* *APPROXIMATE DISTANCE FROM THE SOURCE TO THE FARTHEST FIXTURE September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TILE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
|__| 3RD PARTY CORRECTIONS N. PENNER [08/01 /25) REV. DESCRIPTION ‘APPROVAI DATE ISCALE /16"=1'-0"_| DATE 7/21/25
IDRAWN M. TOLMAN FILE _NO. DK4—-035
CHECKED. | PENNER PLOT 64

PLUMBING PLANS
& NOTES
IDWG NO. SHEET REV.
20 DK4—20 2 24
®
September 10, 2025
05/12/2026 C6 375 of 440

WYE STRAINER, BY CXT PRESSURE GAUGE, BY CXT (45 PSI MIN FLOWING PRESSURE REQUIRED) 2" TO FIXTURES BY CXT
\ at QUICK COUPLER FOR
> l a BLOWING OUT WATER

PIPING W/ COMPRESSED

AIR, BY CXT
2” BALL VALVE BY Oa
THROUGH FLOOR OF. \
CXT CONCRETE BUILDING a —S

| | | ” CW VALVE SEE DIAGRAM > (NOT BY CXT)
TO NEAR cLooR DRAIN WATER PIPING RISER — KEY NOTES WASTE & VENT RISER DIAGRAM Ve EXPANSION TANK 1. 3/4 HOSE BIBB WITH VACUUM BREAKER & WHEEL HANDLE. NTS $ ap Profi PFXTS 2. TO THIS POINT BY CXT. WASTE & VENT RISER — KEY NOTES | | ' a 3. 1/2” AIR QUICK CONNECTION W/ BALL VALVE FOR BLOWING 1. TO THIS POINT BY CXT. kom VALVE OUT WATER PIPING. _- 1/2” CW 4. PROVIDE WYE STRAINER
MOUNT HIGH ON WALL 5. ASSE 1010 WATER HAMMER ARRESTOR SIOUX CHIEF PIPING LEGEND HYDRA-RESTOR #654—C OR EQUAL. a COLD WATER TYP.”K OR L” P\aecrae ee iaLe nn BRACKET 6. ASSE 1070 WATER TEMPERATURE LIMITING DEVICE COPPER, ASTM B88

7. PROVIDE SHUT-OFF VALVES ON COLD AND HOT WATER SUPPLY ee — HOT WATER TYP "K OR L” FOR EACH FIXTURE COPPER, ASTM B88 --------- VENT PIPING 8. INSULATE HOT WATER PIPING FROM HTR. TO FIXTURE W/ 1” EEMAX EMT4 WATER HEATING PIPING DIAGRAM (R3.6) PRE-MOLDED FIBERGLASS PIPE SCH 40 PVC, ASTM D2665, TYPE DWV NTS 9. FIELD INSTALLED 2” TYPE ”K” OR ”L” ANNEALED ”SOFT” C COPPER WATER SERVICE BY OTHERS. one pvc act pees. TYPE Dw = September 10, 2025

FIELD PIPING (NOT BY CXT)
LBFoster SYM} DESCRIPTION MANUFACTURER CXT PART NUMBER FLUSH VL/FAUCET SUPPLIES QTY HW CW |WASTE | VENT | SUPPLIES / NOTES CXT® Product : 1. SENSOR ACTIVATED FLUSH VALVES.
_ WATER CLOSET PENAL—WARE 1680 SERIES SLOAN “ROYAL yy? * a 2. MOUNT RIM AT 17” ABOVE FLOOR. 8707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687 P= (SENSOR) ACORN 1680—W-1 #152-1.28 GPF 3/4 CLST FV SLOAN EL~154 4 — "1/4 3 2 3. USE CLOSET GASKET JG13534 AND Z1203 FINISH KIT 901 N. Highway 77 Hillsboro, TX 76645 362 Waverly Road Williamstown, WV 26187

1. 3 PC COVER SET PF202WH. — LAVATORY PENAL-WARE 1652 SERIES » » » » » 0 _ - - 1/2 1/2 1-1/2 1-1/2 P—2 | (seNsoR) ACORN 2652—1-BP—04—M SLOAN “ETF—610 SLOAN EL~154 4 / / / / BUILDING NUMBER DK4-035 NOTICE
The information contained jperein is proprietary and the P—3 | NOT USED mnoy only bo" votd by the onghal ecient for the’ purpose intended. Rep ‘ion or dis ion of this ir ie
is strictly prohibited without the prior written consent of CXT By allowing use of this information, CXT Incorporated grants no worranty, express or implied, 1. 4 GALLON 120V WALL MOUNTED WATER HEATER. PROVIDE GFCI OUTLET IN CHASE PER incu © wrrnty of machontaiy or of fines foro ; porticuler purpose, P—4 | WATER HEATER EEMAX EMT-4 2 1/2” 1/2” - - MF'R RECOMMENDATIONS. ext incorporated . ; _ | 1. DUAL HEIGHT COMBINATION P—5 | DRINKING FOUNTAIN ELKAY LK4409BF 1 - 1/2 1-1/2 1-1/2 [2 [STATE CORRECTIONS W. PENNER 09/05/25 | 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25)
REV. DESCRIPTION, APPROVAI DATE
ISCALE /16"=1’-0" DATE 7/21/25 P—6 | NOT USED [os M. TOLMAN | FILE NO. | DK4—035 ICHECKED. |.PENNER PLOT 64
RM54960 (RESTROOM ” » » PLUMBING SCHEDULE p—s | FLOOR DRAIN TRAVIS ( ) ‘ 2 2 | 4. 2” TRAP SEAL PART# P26001 QTY 5. (CXT PROVIDED-INSTALLATION NOT BY CXT) SIOUX CHIEF 840—2A (CHASE) 1 2 2 & DIAGRAMS IDWG NO. SHEET REV. 21 DK4-21 2 24
®
September 10, 2025
05/12/2026 C6 376 of 440

PANEL SCHEDULE

AMP 100 PANEL TOTAL CONNECTED VA LOAD 5,168
SURFACE MOUNT 120/240V, 1P, 3W TOTAL CALCULATED VA LOAD 5,505 CONDUIT WIRES (WOT BY CxD: CIRCUIT LOAD CIRCUIT LOAD
(3) #3 vev) BY OxT): NO. DESCRIPTION OCP TYPE (VA) _(A)__ |PH|NO. DESCRIPTION OCP. TYPE (VA) __(A) (1) #8 (CU) GROUND 120/240/16/3W WITH MAIN BREAKER aii ce Patel Soh 1 |BUILDING LIGHTS & FANS 1P/20A | C 508| 4.2) A] 2 |CHASE RECEPTACLE 1P/20A | R 180| 1.5 2” CONDUIT EQUIPMENT INCLUDING BRANCH BREAKERS 3 JEEMAX WATER HEATER GFCI OUTLET 1P/20A | R 1,400 | 11.7| B| 4 [EEMAX WATER HEATER GFCI OUTLET 1P/20A | R 1,400] 11.7 bP 100A / RATED AT 22,000 AIC. BLOCK—OUT UNDER 5 JEXTERIOR HAND DRYER #1 1P/20A* | L 840] 7.0] A| 6 [EXTERIOR HAND DRYER #2 1P/20A* | N 340| 7.0 er: PANEL PROVIDED FOR SERVICE LATERAL. 7 BI 8
S 9 A 10
= 11 B [12
7 13 Al14
—- 15 B [16
BOND BUILDING COLD WATER PER NEC 17 A118 PIPING TO GROUND BUS 19 B |20 PER NEC. (BY CXT)

NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS, PANEL MODIFICATIONS WILL ~~ |LOAD CONNECTED CALCULATED ONE-LINE POWER DIAGRAM BE REQUIRED (NOT BY CXT) IF TRANSFORMER CAPACITY EXCEEDS 175 KVA. (C)ONTINUOUS 508 x1.25 635 VA NTS (R)EC (1ST 10KVA) 2980 x1.00 2980 VA
*PROVIDE LOCKOUT BREAKER (LO) CONFORMING TO NEC 110.25 (N)ON-CONTINUOUS 840 x1.00 840 VA (LARGEST MOTOR 840 x1.25 1,050 VA
TOTAL LOAD 5,168 5,505 VA

22.9 AMPS

GENERAL ELECTRICAL NOTES

1. RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS.

2. ALL RECEPTACLES SHALL BE GFC] PROTECTED BY CIRCUIT BREAKERS, OR BY OTHER GFCI RECEPTACLES. LIGHTING FIXTURE SCHEDULE

3. ALL CONDUIT SHALL BE SIZED PER NEC., EXPOSED CONDUIT SHALL BE EMT/FMC, RECESSED SHALL BE

PVC. uw «| & Sol = L

5. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2022 CALIFORNIA ELECTRICAL CODE (CEC) LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, September 10, 2025

6. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER, THHN INSULATION UNLESS NOTED OTHERWISE. VPF8—4FT—NODIM—25W— 40K—MVOLT—CLP—WHT—WL—20CC » | 120 | 25 | SURFACE MOUNTED, LED LAMP 7. ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. 4 FT, WRAP AROUND LENS, LOW TEMPERATURE i BFoster ® DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/

8. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NOT SHOW EXACT LOCATIONS OF DEVICES. REFER TO WALL PANEL & OTHER DRAWINGS FOR EXACT LOCATIONS OF J-BOXES, ETC.. ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL CXT® Products

9. ALL CONDUCTORS AND CABLES MUST BE PROPERLY TERMINATED IN APPROVED BOXES, BEFORE 6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687 CONNECTING THE CIRCUIT TO THE BREAKER AND BEFORE RECEIVING FINAL INSPECTION APPROVAL IN SWOOP 610 LED EXTERIOR LIGHT, 901 N. Highway 77 Hillsboro, TX 76645 THE FACTORY YWP610-—14W HP—3500K—120—CP—BRZ—CAB/PC 362 Waverly Road Williamstown, WV 26187 B 120 14 EXTERIOR, VANDAL RESISTANT, WALL vroeer ne 10. CIRCUIT BREAKER LOCKOUT REQUIRED FOR EACH HAND DRYER. MOUNTED, 14 WATT, CLEAR PRISMATIC LENS, DK4 BUILT IN PHOTOELECTRIC CONTROL BUILDING NUMBER DK4—035
NOTICE
LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, The information contained herein is proprietary and the VPF8—4FT—NODIM—25W—40K—MVOLT—CLP—WHT-WL sxe ovary of AT neste Te ima Cc 120 25 SURFACE MOUNTED, LED LAMP intended. Reproduction or dletribution of this information 4 FT, WRAP AROUND LENS, LOW TEMPERATURE GXT Incorporated. By allowing use of this information, EXHAUST FAN SCHEDULE DRIVER. WALL SWITCH CONTROL CXT Incorporated grants no warranty, express or implied, ' . including a warranty of merchantability or of fitness for a SYM MFR MODEL # CFM VOLTS AMPS WATTS | NOTES particular purpose. ; LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, alec
EF-1 FANTECH FG—4XL 70-105} 120 0.75 72 1,2,3 VPF8—4FT—NODIM—25W-— 40K—MVOLT—CLP—WHT—WL—OCC SURFACE MOUNTED, LED LAMP . D 120 25 | 4 FT, WRAP AROUND LENS, LOW TEMPERATURE NOTES: 2_| STATE CORRECTIONS N. PENNER 09/05/25) 1. FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED 1_[3RO PARTY CORRECTIONS N. PENNER [08/01/25 SCALE [eat0" DAE Bi 725 DRAWN M. TOLMAN | FILE NO. | DK4—035 NOTE _: THE SOURCE OF EFFICACY OF EXTERIOR LIGHTING IS TO BE A MINIMUM CHECKED _| NPENNER PLOT 8 OF 45 LUMENS PER WATT. ELECTRICAL NOTES,

DETAIL, & SCHEDULES
DWG NO. SHEET REV.

DK4—-22| °*% | 9 24 ®
September 10, 2025
05/12/2026 C6 377 of 440

KEY NOTES

EXTERIOR LIGHT FIXTURES TO BE CONTROLLED BY INTEGRAL
PHOTOCELL. ROUTE WIRING IN RESTROOM IN CONCEALED CONDUIT.

RESTROOM LIGHTS AND EXHAUST FANS ARE TO OPERATED BY
OCCUPANCY SENSOR.

CHASE LIGHT OPERATED BY WALL SWITCH.

GFC] OUTLET FOR WATER HEATER PER MF’R SPECIFICATION. OO

80 SYMBOLS LEGEND
NOTE REFERENCE oo LOAD CENTER A” &) |
COMBINATION SWITCH AND DUPLEX WALL MOUNTED LED RECEPTACLE (GF) fb OXF cht FIXTURE a) GFCI] DUPLEX RECEPTACLE CEILING MOUNTED LED a LIGHT FIXTURE ON / OFF SWITCH (x) EXTERIOR LIGHT FIXTURE CHXX SPEED SWITCH [=n] HAND DRYER

CONCEALED CONDUIT

PANEL OR DEVICE AS NOTED

SURFACE JUNCTION BOX

RECESSED OR SURFACE FOUR

SQUARE JUNCTION BOX

CIRCUIT NUMBER

PO Oe a |
! cai) ce
ime @ {I aN J O} 9} |oy,(2) CHI | ol or oF op 2 | | cep cyfQPp—_} —““_ cy Quah (Op | te) ! (1) TA a | an 7 H maw T vo T CG)! ! CHI CH (2) ! (2) | C# CH | ROOM # ROOM $2 | ROOM #3 | ROOM #4 |
! [h cf h ee - | ——————— Fh cf h co ! eT Ona ne (ey :
aarp) Gy*

LIGHTING, RECEPTACLE & EXHAUST FAN PLAN
oof ——— se sr al =o oP
| LL ROOM #1 ROOM #2 | ROOM #3 ROOM #4 |
| Ph cf h 7 h cf h ia |

WATER HEATER & HAND DRYER PLAN

September 10, 2025
LBFoster
CXT® Products
6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TILE DK4 BUILDING NUMBER DK4—035
NOTICE

The information contained herein is proprietary and the ‘exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Rep: ion or dis ion of this it i
is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no worranty, express or implied, including a warranty of merchantability or of fitness for a porticulor purpose.

CXT Incorporated

| 2_| STATE CORRECTIONS N. PENNER 09/05/25,
| 1_| SRD PARTY CORRECTIONS N. PENNER [08/01 /25) REV. DESCRIPTION APPROVAI DATE ISCALE /16"=1'-0" DATE 7/21/25
IDRAWN M. TOLMAN FILE _NO. DK4—-035
CHECKED. | PENNER PLOT 64

ELECTRICAL PLAN

LEDGEND & NOTES
IDWG NO. SHEET REV. 23 DK4-23} 2 24

®
September 10, 2025
05/12/2026 C6 378 of 440

WALL PANEL W1 WALL PANEL W2 WALL PANEL W3 WALL PANEL W4A WALL PANEL W4B WALL PANEL WS WALL PANEL W6 WALL PANEL W7

EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS EMBEDDED MATERIALS

ITEM or ITEM or ITEM ary ITEM ary Tew ary TEM ary
AS-2 3 AS-2 3 AS-2 3
PS-15 2 PS-15 2 PS-15 2
PS-2 4 PS-2 4 PS-2 4
R320 4 R320 4 R320 4
R3x72 4 R3x72 4 R3x72 4
R3x108 4 R3x129 4 R3x108 4
‘GU. FT. CONC. SQ. FT. WAMF. ‘APPROX CONC WEIGHT ‘OU. FT. CONC. SQ. FT. WWF. ‘APPROX CONC WEIGHT ‘GU. FT. CONC. ‘SQ. FT. WWF. ‘APPROX CONC WEIGHT

14.9 (0.56) Hl 2,235 17.75 (0.66) il 2662 14.9 (0.56) ot 2,235

ITEM QTY \TEM QTY ITEM QTY \TEM QTY ITEM QTY
AS-2 6 AS-2 4 AS-2 4 AS-2 3 AS-2 3
PS-2 10 PS-2 | PS-2 | PS-2 2 PS-2 2
FL-648 4 PS-10 2 PS-10 2 PS-1 4 PS-1 4
R411 4 PS-19 6 PS-19 6 PS-15 4 PS-15 4
R3x92 4 R3x92 4 R3x92 4 R3x127 2 R3x127 2
R3x110 8 R3x120 4 R3x120 4 R3x92 4 R3x92 4
R3x180 2 R320 8 R320 8 R3x148 2 R3x148 2
R320 12 R303 2 R303 2 R3x152 2 R3x152 2
R327 2 HOSE BIB { ROUND MUD RING | R320 3 R320 3
R316 | B.0. DRINKING FOUNTAIN 6"x6” { MS-2 2 R303 4 R303 4 B.0. 76 1/8" x 82 1/4” | MS-2 2 E-BOX 2 B.0. 4 1/2" DIA 2 4y4 E-BOX 8 4y4 E-BOX 2 4y4 E-BOX 2 B.0. 3/4 DIA 2 B.0. 3°x15” | B.0. 4 4/2” DIA 2 ROUND MUD RING | ROUND MUD RING { B.0. 1-1/2” DIA 2 DOUBLE GANG MUD RING 2 DOUBLE GANG MUD RING 2 W.C. WALL SLEEVE 2 W.C. WALL SLEEVE {
ROUND MUD RING 2 ROUND MUD RING 2
4x4 E-BOX 8
CU, FT. CONC. SQ. FT. WWF. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU, FT, CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 66.43 (2.46) 199.3 26.8 (0.99) 82.7 26.72 (0.99) 82.7 30.21 (1.12) 121.4 30.29 (1.12) 121.4 APPROXIMATE WEIGHT APPROXIMATE. WEIGHT APPROXIMATE. WEIGHT APPROXIMATE WEIGHT APPROXIMATE. WEIGHT 9,965 4,020 4,008 4532 4543 WALL PANEL W8 FLOOR SLAB F1 ROOF SLAB R1 ROOF SLAB R2

EMBEDDED MATERIALS EMBEDDED MATERIALS, EMBEDDED MATERIALS EMBEDDED MATERIALS

ITEM QTY ITEM QTY ITEM QTY ITEM QTY
AS-2 4 PS-19 29 PS-19 {7 PS-19 {7
PS-2 8 AS-3 4 PS-2 { PS-2 |
FL-648 4 R3x72 4 FL-648 4 FL-648 4
R411 4 R3x172 16 FL-847 4 FL-847 4
R3x92 8 R4x112 10 R411 4 R411 4
R3x98 12 R3x120 4 R303 17 R303 17
R3x180 4 R3x42 32 R320 4 R320 4
R320 12 FLOOR DRAIN 4 R3x176 2 R3x176 2
R327 2 B.0. 6” DIA | R3x154 4 R3x1 54 4
R316 | B.0. 24°x20" 2 R4x175 | R4x175 |
B.0. 40 1/8" x 82 1/4 4 R303 15 R4x18 16 R4x18 16 3x65 a AS-7 4 B.0. 5" DIA 3 B.0. 5” DIA 3 4y4 J-BOX 2 4x4 J-BOX | B.0. TEXT 13” SQ. 3
ROUND MUD RING 2 B.0. PARTIAL 3°x6’x3” DP |
R303 6 BO. TEXT 13” SQ. 3
PS-19 8
MS-2 4
Sl-3 MOLD 4
B.0. PARTIAL 3°x6"x2” DP |
CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. CU. FT. CONC. SQ. FT. W.W.F. 49.03 (1.82) 151 109.1 (4.04) 5374 67.8 (2.51) 346 67.8 (2.51) 346 APPROXIMATE WEIGHT 7,399 APPROXIMATE WEIGHT
16,566 APPROXIMATE WEIGHT
10,174 APPROXIMATE WEIGHT
10,174

September 10, 2025
LBFoster
CXT® Products

6707 E. Flamingo Ave. Bldg 300, Nampa, ID 83687
901 N. Highway 77 Hillsboro, TX 76645
362 Waverly Road Williamstown, WV 26187

PROVECT TILE DK4 BUILDING NUMBER DK4—035

NOTICE
The information contained herein is proprietary and the exclusive property of CXT Incorporated. The information may only be used by the original recipient for the purpose intended. Reproduction or of this in tic is strictly prohibited without the prior written consent of CXT Incorporated. By allowing use of this information, CXT Incorporated grants no warranty, express or implied, including o warranty of merchantability or of fitness for a porticulor purpose.

XT Incorporated
[2 | STATE CORRECTIONS 1_[ SRD PARTY CORRECTIONS N. PENNER 09/05/25, N. PENNER [08/01 /25:

REV. DESCRIPTION ‘APPROVA DATE
ISCALE NTS DATE 7/21/25
IDRAWN M. TOLMAN FILE NO, OK4—035
ICHECKED N.PENNER PLOT =

EMBEDDED MATERIALS
IDWG NO. SHEET REV.

DK4-24| 27% | 9 24
®
September 10, 2025
05/12/2026 C6 379 of 440

Appendix M:

City of Vista Irrigation Specifications
175

175

Appendix M:

City of Vista Irrigation Specifications

05/12/2026 C6 380 of 440

Irrigation

Page 1 of 14 ends
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