Agenda packet — Lathrop City Council, February 9, 2026 (part 2 of 3)

profile view is not available at this time. Elevations for the proposed 14" piping and existing 16" piping are shown on the detail. Ground elevation at the point of connection is approximately El. 16. 0as shown on Drawing C01. Refer to 7 vpical Detail CY715 Drawing TC02) for additional information.

5. Question No. 5: Is it possible to get the items identified for the Drainage Sump details 4 A on sheet C04? Just want to make sure we are covering the correct material for piping and valves, which are not currently called out on the plans. Refer to typical detail Response to Question No. 5: See revised Drawing C04 issued with this addendum.

6. Question No. 6: Would it be allowed to leave the temporary pump installed in the well for the full 12 months or if we will be required to install and remove it every time? Potential savings to the bottom line ifit is allowed to be left. Can the contractor leave a frac tank on site for the full 12 months that we can pump into and dechlorinate water prior to discharging to the storm drain on site?
Response to Question No. 6: Bid Item 14: Well Backflush and Testing has been removed from the contract documents. See revisions to the Bid Schedule and Measurement and Payment below.

7. Question No. 7: I was trying to download the PDF file for the City of Lathrop ASR Well Injection Project, but the PDF is password protected. I can download the file with no issues, but because of the password protection, I can' tedit the files so I can highlight specifications or cut out specific sections that I can bid on. Would it be possible for you to send me a copy of the project without the password protection or provide the password to me? Without the ability to edit the various sections, it makes the task ofputting together a scope nearly impossible.

Response to Question No. 7: Contractor must obtain the unlocked bid document via e - ARC.

8. Question No. 8: During our review ofthe specifications and plans, we noted that several PDF files are secured, which prevents us from printing and adding comments or markups for coordination purposes. Could you please advise ifthese files can be provided in an unsecured format to allow for printing and annotations? Response to Question No. 8: Contractor must obtain the unlocked bid document via e - ARC.

9. Question No. 9: We are a tank manufacturer sales representative, and we are looking for a more detailed Plan Drawing for the Sodium Hypochlorite tank for this project. For the two most detailed drawings, M03 and M04, neither provides a detail of fittings, inputs/ ouputs for this tank. Are there other drawings available? 201
PW 22- 36- Addendum No. 1

Page 3 of 6 ends

Response to Question No. 9: See revised Drawings M03 and M04 issued with this addendum.

10. Question No. 10: Can you please supply a lighting fixture schedule? Response to Question No. 10: See revised Drawing E04 issued with this addendum.

11. Question No. 11: What will be the required pump setting depth below grade for well testing? Or will it be at the C- 57 contractors' discretion. Given that the well test will be performed monthly over the course of a
year, would the city be amenable to leaving the
pump assembly in the well between tests?
Response to Question No. 11: Bid Item 14: WellBackflush and Testing has been removed from the contract documents. See revisions to the Bid Schedule and Measurement and Payment below.

12. Question No. 12: For the chemical feed pump in specification 43_ 33_0. 01, the specs call out for a complete pump skid with cal column, piping, valves, etc., however the plans only show the pump mounted to the top of a tank. Can you please advise ifthe pump skid is needed?
Response to Question No. 12: See revised Drawings M03 and M04 issued with this addendum. The chemical feed pump specification has been replaced with 43_ 33_ 20. 01.

13. Question No. 13: Please provide a specification for the 6 -inch flowmeter near the wellhead.

Response to Question No. 13: Flowmeter shall be ABB Watermaster, Rosemount 8750W, Krohne IFC, or Proline Promag W Series 300/ 500, or approved equal. Flowmeter shall be certified under NSF 61 and accurate to 0. 25 percent with velocities ranging from 1. 9 to 10feet per second.

14. Question No. 14: Please indicate the level transducer setting.

Response to Question No. 14: Set level transducer at 395feet below top ofcasing.

15. Question No. 15: Per specification section 09 96 01 — High Performance Coatings, page 12, 1. 08 Technical Representatives' Responsibilities, will the Coating Tech Rep' s services be required for this field painting work?
Response to Question No. 15: CTR attendance and training is not required ( refer to Attachment B Coating Detail Sheets under Section 09_ 96_ O1). 202
PW 22- 36- Addendum No. 1

Page 4 ends

16. Question No. 16: Can you please advise ifsimply writing the subcontractor' sDIR number on the Subcontractor listing form will suffice as " proof' of current registration with the Department of Industrial Relations?
Response to Question No. 16: Provide DIR number on the Section 00300 Bid Proposal Forms where indicated. City staff will verify the numbering following bid submittal.

B. REVISIONS TO SPECIFICATIONS:

1. The Bid Opening Date as stated in Section 00020 Notice to Bidders and Section 00100 Instructions to Bidders is hereby revised to be at 2PM on Thursday, January 22, 2026.

2. Revise BID SCHEDULE (page 00300- 3) in its entirety (attached) deleting Bid Item 14:

Well Backflush and Testing.

3. Revise Section 00700 — General Conditions as follows:
a. Replace Paragraph 2. 9.Awith the following:

A. The City willfurnish two Axis Multidirectional Cameras to be installed at locations indicated on the Drawings. Cameras shall be installed and tested by Bay Alarm.

4. Revise Section 01025 Measurement and Payment as follows:
a. Add the following to Bid Item 11: Electrical and Instrumentation:

Contractor shall subcontract with Advanced Integration & Controls ( Tim Fassio, tim. fassio@wateraic. com, 916- 61- 1591, 9332 Tech Center Drive, Suite 200 & 300, Sacramento, CA 95826) for all system controls and SCADA integration Work per the Contract Documents. All system controls and SCADA integration shall be completed per City ofLathrop standards and requirements. No alternative system integrator will be accepted.

Contractor shall subcontract with Bay Alarm Company ( Larry Reeves, 3819 Duck Creek Drive, Stockton, CA 95215) for installation, testing, and commissioning of two security cameras. Security cameras ( AXIS Multidirectional Camera) will be furnished by the City for installation by Bay Alarm. No alternative security company will be accepted.
b. Delete Bid Item 14: Well Backflush and Testing in its entirety.

5. Revise Section 33_ 05_0.5Piping Specialties as follows:
203
PW 22- 36- Addendum No. 1

Page 5 of 6 ends

a. Replace Paragraph 2. 4 with the following:

A. Manufacturers: One ofthefollowing or equal:

1. Romac Industries, Inc: STSIII or STS420.

B. Materials:

1. Tapping sleeves: Stainless steel construction.

2. Bolts and nuts: Type 304 stainless steel.

3. Nuts: Heavy hex, Type 304 stainless steel, coated to prevent galling.

4. Gaskets: NSF 61 certified SBR rubber.

6. Add Section 43_ 33_ 20. 01Liquid Chemical Diaphragm -Type Metering Pumps in its entirety (attached).

7. Delete Section 43_ 33_0. 01: Liquid Chemical Solenoid Metering Pumps in its entirety.

8. Replace Section 46_ 31_ 42 Carbon Dioxide. Storage and Handling System in its entirety ( attached).

C. REVISIONS TO DRAWINGS:

1. Add the following abbreviation to Drawing G04 — Abbreviations:
a. CARV — Combination Air Release Valve

2. Revise Disinfection System Design Criteria for Sodium Hypochlorite Injection Phase on Drawing G05 — Design Criteria as follows:

SODIUM HYPOCHLORITE UNIT INJECTION PHASE EQUIPPING PHASE ( FUTURE) PUMPS EA 2 DUTY 2 DUTY

3. Replace Drawing G06 — Pipe Schedule in its entirety (attached).

4. Replace Drawing G08 — Survey Control and Site Plan in its entirety (attached).

5. Replace Drawing C01 — ASR Well Site Plan in its entirety (attached).

6. Replace Drawing C02 — Yard Piping Plan in its entirety ( attached).

7. Replace Drawing C03 — Pipe Profiles in its entirety ( attached).

8. Replace Drawing C04 — Details and Sections in its entirety ( attached). 204
PW 22- 36- Addendum No. 1

Page 6 ends

9. Replace Drawing SO1 — Chemical Canopy Plans in its entirety ( attached).

10. Replace Drawing S02 — Sections and Details 1 in its entirety (attached).

11. Replace Drawing S03 — Sections and Details 2 in its entirety ( attached).

12. Replace Drawing S04 - Sections and Details 3 in its entirety ( attached).

13. Replace Drawing MO1 — ASR Wellhead Mechanical Plan in its entirety ( attached).

14. Replace Drawing M02 — ASR Wellhead Details in its entirety ( attached).

15. Replace Drawing M03 — Chemical Canopy Plan in its entirety (attached).

16. Replace Drawing M04 — Chemical Canopy Detail in its entirety ( attached).

17. Replace Drawing E01 — Overall Site Plan in its entirety (attached).

18. Replace Drawing E02 — Partial Site Plan in its entirety ( attached).

19. Replace Drawing E03 — Lighting, Grounding, and Receptable Plan in its entirety attached).

20. Replace Drawing E04 — Conduit, Panel, Schedule, and Single Line Diagram in its entirety ( attached).

21. Replace Drawing N02 - P&IDin its entirety ( attached).

22. Replace Drawing TS02 — Structural 2 in its entirety ( attached).

23. Replace Drawing TMO2 — Mechanical 2 in its entirety (attached).

When submitting the bid for the project, the Contractor must acknowledge receipt of the addendum.

Recommended by:

Approved by:

S/ 2 , 26
Greg Cason, PE Date
Senior Civil Engineer
Brad/ raylor, PE
City Engineer
Date
0002, 6.
205

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January
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CERTIFICATE
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COMPLIANCE

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CONSTRUCTORS,
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Certificate expires
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Jack
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Chief,
Mobile
Source
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California
Air
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California Secretary of State
Business Programs Division
1500 11th Street, Sacramento, CA 95814
Request Type: Certified Copies
Entity Name: AUBURN CONSTRUCTORS, LLC
Formed In: CALIFORNIA
Entity No.: 201815110028
Entity Type: Limited Liability Company - CA
Issuance Date: 01/2/ 2024
Copies Requested: 1
Receipt No.: 005871396
Certificate No.: 170232825
Document Listing
Reference # Date Filed Filing Description
B2379- 6236 01/2/ 2024 Statement of Information
Number of Pages
2 End of list ******** ****** **** **
I, SHIRLEY N. WEBER, PH. D., California Secretary of State, do hereby certify on the Issuance Date, the attached document( s) referenced above are true and correct copies and were filed in this office on the date( s) indicated above.

IN WITNESS WHEREOF, I execute this
certificate and affix the Great Seal of the
State of California on January 02, 2024.

SHIRLEY N. WEBER, PH. D.

Secretary of State
To verify the issuance of this Certificate, use the Certifcate No. above with the Secretary of State Certification Verification Search available at bizfileOnline. sos. ca. 00v.

Page 1 of 3 ends

208
Certificate
Verification
No.
1111111II IIII III II1111II 111111111 Ill IIII

STATE OF CALIFORNIA
Office of the Secretary ofState

STATEMENT OF INFORMATION

LIMITED LIABILITY COMPANY
California Secretary of State
1500 11th Street
Sacramento, California 95814
916) 653- 3516
1111111111111 IIII 11111111111110 1111111111111111111111III 1111111111 IIII IIII BA20240007884
For Office Use Only
FILEDFile No.: BA20240007884
Date Filed: 1/ 2/024
Entity Details
Limited Liability Company Name
Entity No.

Formed In

AUBURN CONSTRUCTORS, LLC
201815110028

CALIFORNIA
Street Address of Principal Office of LLC
Principal Address 730 W. STADIUM LANE
SACRAMENTO, CA 95834
Mailing Address of LLC
Mailing Address
Attention
730 W. STADIUM LANE
SACRAMENTO, CA 95834

JOHN WEST
Street Address of California Office of LLC
Street Address of California Office 730 W. STADIUM LANE SACRAMENTO, CA 95834
Manager( s) or Member( s)
Manager or Member Name Manager or Member Address
0 WEST FAMILY TRUST u/ t/d AUGUST 23, 2018
SUTTER, CA 95982
a BRIAN COUPER IIIIIIIIIIIIIIIIIII
GRANITE BAY, CA 95746

RICHARD WHITE
AUBURN, CA 95603

NICK GUILLEN
GRANITE BAY, CA 95746
JOHN WEST 730 W. STADIUM LANE
SACRAMENTO, CA 95834
Agent for Service of Process
Agent Name
Agent Address

JOHN WEST
730 W. STADIUM LANE
SACRAMENTO, CA 95834
Type of Business
Type of Business CONTRACTING
Email Notifications
Opt -in Email Notifications Yes, I opt -in to receive entity notifications via email.

Chief Executive Officer ( CEO)
CEO Name CEO Address
JOHN WEST 730 W. STADIUM LANE
SACRAMENTO, CA 95834
Labor Judgment
N)
w
rn
ro
paATaaag tr'

Page 1 of 2 ends

209
No Manager or Member, as further defined by California Corporations Code section 17702. 09( a)( 8), has an outstanding final judgment issued by the Division of Labor Standards Enforcement or a court of law, for which no appeal is pending, for the violation of any wage order or provision of the Labor Code.

Electronic Signature
By signing, I affirm under penalty of perjury that the information herein is true and correct and that I am authorized by California law to sign.

John West, ChiefExecutive Officer 01/2/ 2024
Signature Date
B2379- 6237
01/ 02/ 2024
3: 10
PM
Received
by
California
Secretary of
State

Page 2 of 2 ends

210
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

BID PROPOSAL FORMS
TO: City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
ATTENTION: City Clerk
FOR: ASR WELL INJECTION EQUIPPING, CIP PW 22- 36
THE UNDERSIGNED, AS BIDDER, HEREBY AGREES AND DECLARES THAT:

LEGAL COMPLIANCE
The only persons or parties interested in this Bid as Principals are those named herein; that this Bid is made without collusion with any other person, firm, partnership, corporation, or association; that he has carefully examined the location of the proposed work and the Construction Documents; and he proposes and agrees that if this Bid is accepted he will contract with the City ofLathrop, in the form of the Contract as set forth in the Construction Documents for said project, to provide all the necessary labor, services, materials, and equipment, and to do all the work and furnish all the materials; and that he will accept in full payment therefore the price as proposed in the following Bid Schedule.

SCHEDULE OF PRICES
All applicable permit fees, licensing costs, sales taxes, State, and/ or Federal, and any other taxes, patent rights, or royalties are included in the prices quoted in the Bid. All blank spaces must be filled in.

BASIS OF AWARD
The basis for award of the contract will be the price of the base bid. The City of Lathrop reserves the right to award the work contemplated by the sum total of the Base Bid items.

ADDITIVE AND DEDUCTIVE ALTERNATES
As required by Public Contract Code section 20103. 8, ifthis bid solicitation includes additive or deductive items, the method checked below will be used to determine the lowest bid. If no method is checked, subparagraph ( A) will be used to determine the lowest bid. City retains the right to add to or deduct from the Contract any of the additive or deductive alternates included in Bid Proposal.
00300- 1
211
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36
X ( A) The lowest bid will be the lowest bid price on the base contract without consideration of the prices on the additive or deductive items.

B) The lowest bid will be the lowest total of the bid prices on the base contract and those additive or deductive items that were specifically identified in the bid solicitation or Bid Proposal as being used for the purpose of determining the lowest bid price.

C) The lowest bid will be the lowest total of the bid prices on the base contract and those additive and deductive items taken in order from a specifically identified list of those items that, when in the solicitation, and added to, or subtracted from, the base contract, are less than, or equal to, a
funding amount publicly disclosed by City before the first bid is opened.

D) The lowest bid will be determined in a manner that prevents any information that would identify and ofthe bidders or the proposed subcontractors or suppliers from being revealed to City before the ranking of all bidders from lowest to highest has been determined. 00300- 2
212
SECTION 00300

ASR WELL INJECTION EQUIPPING
CIP PW 22- 36

BID PROPOSAL FORMS
ASR WELL INJECTION EQUIPPING, CIP PW 22- 36

BID SCHEDULE
BID
ITEM

DESCRIPTION QUANTITY UNITS
UNIT
PRICE

EXTENDED
TOTAL
1 Mobilization, Bonds, and Insurance 1 LS
94, 000 " 94, coo
r
2 Erosion and Sediment Control Plan
ESCP)
1 LS
2o, odd `—
C
20, oz.() —
3 Trench Safety Plan per CA Labor
Code § 6705
1 LS
2a, ado '
2-
20, 000 —
4 Connection to Existing Water Main 1 LS
Ovo °
o
D
53 , ago -
5 Site Work 1 LS
gq, coo .-
12 94, coo -
6 Yard Piping and Drainage Sump 1 LS
4, 7 1, 300 B-=. 679, 3 Do
7 Wellhead Improvements 1 LS
VS, pOo °-` S, col) —
8 Chemical Canopy 1 LS
ITS, 000v2 S, DOD
9 Carbon Dioxide System 1 LS oo
34, oDo "_' a `1, 00 a —
10 Sodium Hypochlorite System 1 LS
95, Goo'= 195, coo `-
11 Electrical and Instrumentation 1 LS
565, tab—545, Doti —
12 Commissioning and O&MManuals 1 LS
25, Door 25, 'OD
13 Closeout and Record Drawings 1 LS o a
s
MO — 5 cob —
44 Well Backflush and Testing 4- 2 EA
TOTAL BASE BID 2,6/, 300 —
TOTAL BID (BASE BID ONLY) IN FIGURES: $ 2, 26 1 , 300.

TOTAL BID (BASE BID ONLY) IN WORDS:
7'' N/ v M/ L1- 1oti1 Two /,[ vAbRe- ‘ 5' rY- ONE ` 740 g. 4 -orb 77412£ E rrtin.bR. 1) 00300- 3
213
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

INFORMATION REQUIRED OF BIDDER
The Bidder shall furnish the following information. This information is considered essential in enabling the Project Manager to determine ifthe Bidder is experienced in similar types of work and ifthe Bid is based on a careful study of methods applicable to the work and full realization of the various factors which may affect the progress of the work. Failure to comply with this requirement may render the Bid non -responsive and may cause its rejection. Additional sheets shall be attached as required.

BIDDER' SINFORMATION
1) Bidder' s name and address:

Auburn Constructors, LLC
730 W. Stadium Lane, Sacramento, CA 95834
2) Bidder' stelephone number: ( 916) 924- 0344
3) Bidder' semail address: jwest@auburnconstructors. com 4) Bidder' sContractor' sLicense # / Expiration Date / Classification:
1043407 / 8/ 31/ 2026 / A, B, & C- 10
5) Bidder' sDIR Registration # / Expiration:
1000060543 / 6/ 30/ 227
6) Person who inspected site ofproposed work for Contractor' sfirm:

Name: Octavio Jimenez Date of Inspection: 1/ 6/ 2026
7) List 5 projects of a nature similar to this project:

Project Contract
Price
Name, Address and
Telephone Number of Owner
SSWD We11 79 3, 266, 854
Dana Dean - 3701 Marconi Avenue, Suite 100
Sacramento, CA 95821 ( 916) 972- 7171
SSWD Well 80 6, 532, 774
Dana Dean - 3701 Marconi Avenue, Suite 100
Sacramento, CA 95821 ( 916) 972- 7171
Roseville ASR
Wells 9 & 18 15, 697, 979
Janice Gainey - 2005 Hilltop Circle
Roseville, CA 95747 ( 916) 774- 5535
Homestead Village 3
We11 Site 6, 018, 514
Anton Garcia - 1478 Stone Point Dr., #100
Roseville, CA 95661 ( 916) 778- 0008
SSWD Well 84 6, 534, 774
Dana Dean - 3701 Marconi Avenue, Suite 100
Sacramento, CA 95821 ( 916) 972- 7171
00300- 4
214
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36
LIST OF SUBCONTRACTORS:

The Bidder shall list below the name and business address of each subcontractor who will perform work under this Bid in excess of one- half of one percent of the Contractor' sTotal Bid Price or ten thousand dollars ($ 10, 000), whichever is greater. Shall also list the portion of the WORK which will be done by such subcontractor, in accordance with Section 4104 of the Public Contract Code.

After the opening ofbids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of work to be performed with the words " and/ or" will not be permitted. Failure to comply with this requirement may render the Bid non -responsive and may cause its rejection. Should the Contractor provide a bid that does not require a subcontractor, the Contractor shall note that on this page by writing " Not Applicable" in the list below.
b .,
Work to be ,
m ,
r A ,
Performed
k . .

Subcontractors
Name P;
Subcontractor,
Address
California :
3 . .

Contractor' s
License No f
c ,,
DI No
u
h
Percent of+
Work --
rrlk. ICC
ALL 6' reELF4e/(- E,-" c 1- 4TNRoPcm 71 oS 12_ lav00000, ri 2.% PA/ nI TS
04, 41 r/n/5
ei4/ 46 o r
lJT) NlGDveRA -4. 1c- tip
Co2ODVi4, G4 I 99 87 oaoot8, rf7
coo787Z97
l'Z`/.

RE6 4 -IQ 1:)- 5%
41- TA, m or/ 7--
1F$/ rR s' R* cY, c-19 03 S. 1 3
S' uleVeY
c l-wreiePo. Lor
0J6rd r6, I.,/<ockl- z ,,cA- S97S2 l000eaoosbz D 6
Note: Attach additional sheets ifrequired.
00300- 5
215
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

ADDENDA
Bidder certifies he reviewed ARC Stockton' swebsite for addenda within 48 hours of bid opening and acknowledges receipt ofthe following addendum ( addenda):
1 Respectfully submitted,
January 22, 2026 Auburn Constructors, LLC
Dated Legal Name of Firm
Signatu of Authorized Representative
Seal)
IfBidder is a corporation, show State in which incorporated.) The full names and post office addresses of all persons and parties interested in the foregoing Bid as principals are as follows:

John West, Sutter, CA 95982
Brian Couper, Granite Bay. CA 95746
Nick Guillen, Granite Bay, CA 95746
Rich White, Auburn, CA 95746
00300- 6
216
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 2236

BIDDER' SBOND
KNOW ALL MEN BY THESE PRESENTS:

THAT WE Aubum Constructors, LLC
as PRINCIPAL, and Travelers Casualty and Surety Company of America as SURETY are held; and firmly bond unto the City of Lathrop in the penal sum of TEN PERCENT ( 10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by the Principal to the City of Lathrop for the work described below, for the payment ofwhich sum in lawful money ofthe United States, well and truly to be made to the City ofLathrop to which the bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by those presents. In no case shall the liability of the surety hereunder exceed the sum of $ Ten Percent ( 10%) of the total amount bid - - -

THE CONDITION OF THIS OBLIGATION IS SUCH,
THAT, WHEREAS, the Principal has submitted the above mentioned bid to the City of Lathrop for certain construction specifically described as follows, for which bids are to be opened at the City Hall, 390 Towne Centre Drive, Lathrop, CA: ASR WELL INJECTION EQUIPPING, CIP PW 22- 36.

NOW, THEREFORE, if the Principal is awarded the contract and within the time and manner required under the specifications, after the prescribed forms are presented to him for signature enters into a written contract in the prescribed form, in accordance with the bid, and files two bonds with the City, one to guarantee faithful performance, and the other to guarantee payment for labor and materials as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this 14th day of January , 2026.

Travelers Casualty and Surety
Auburn ctors, LLC ( Seal) Company of America ( Seal)
Seal)
dress: 730 West Stadium Lane
Sacramento, CA 95834
Betty L. T
Address:

LSeal)
tino, Attomey- in- Fact
California St.

San Francisco, CA 94111
NOTE: Signatures of those executing for the surety must be properly acknowledged. 00300- 7
217

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of San Francisco
OFJ/* JU 41( 1 (; 249 'Z Co before me,
M. Moody, Notary Public
insert name and title of the officer)
personally appeared Betty L. Tolentino
who proved to me on the basis of satisfactory evidence to be the person( s) whose name( s) is/ are subscribed to the within instrument and acknowledged to me that he/ she/ thy executed the same in his/er/ their authorized capacity( ies), and that by his/er/ their signature( s) on the instrument the person( s), or the entity upon behalf of which the person( s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and t'Cial seal.

Signature Seal)
M. MOODY
Notary Public - California
San Francisco County
Commission # 2541055 r
My Comm. Expires Jan 8, 2030
218
TRAVELERS.

Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut ( herein collectively called the " Companies"), and that the Companies do hereby make, constitute and appoint Betty L Tolentlno of SAN FRANCISCO , California , their true and lawful Attorney( s)- in- Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.

IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021.

State of Connecticut
By:

City of Hartford ss. Robert L. Rane - niorVice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer.

IN WITNESS WHEREOF, I hereunto set my hand and official seal.

My Commission expires the 30th day of June, 2026
Anna P. Nowik, Notary Public
This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows:

RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys- in- Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company' s name and seal with the Company' sseal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when ( a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company' s seal by a Secretary or Assistant Secretary; or ( b) duly executed ( under seal, if required) by one or more Attomeys- in- Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys- inFact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.

I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct
cop, y
of the Power of Attomey executed by said Companies, which remains in full force and effect.

Dated this ,/ day of r•.' /7/V tJ
e~ f
Kevin E. Hughes, Assi tent Secretary
To verify the authenticity ofthisPower ofAttorney, please callus at 1- 800- 421- 3880.

Please referto the above -named Attorney( s)- in- Fact and the details ofthe bond to which this PowerofAttorney is attached. 219

CALIFORNIA ALL- PURPOSE ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the
individual who signed the document to which this
certificate is attached, and not the truthfulness,
accuracy, or validity of that document.
fate ofBalifotnia
epusttcy of $actansento
On, January 19, 2026 before me Shannon L Mikesell, Notary Public personally appeared John West,
who proved to me on the basis of satisfactory evidence to be the person( s) whose name is/ are subscribed to the within instrument and acknowledged to me that he/ she/ they executed the same in his/er/ their authorized capacity( ies), and that by his/er/ their signature( s) on the instrument the person( s), or the entity upon behalf of which the person( s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature ofNotary
Seal)
SHANNON L. MIKESELL
Notary Public • California
Sacramento County
Commission # 2417427
My Comm. Expires Oct 1!, 2026
220
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

NON -COLLUSION AFFIDAVIT
STATE OF e_ILLikcc, ct. a>
COUNTY OF X0.> hner' k-c=1,
ss.

John West , being first duly sworn, deposes and says that he or she is President of Auburn Constructors, LLC the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or ofthat of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company associated, organization, bid depository, or to any member or agent thereof to effectuate a collusive or s am id.

Signature o
resident, Secretary,
Manage , ' roject Manager or Representative
The County of Cc` y en
State of LOL1 ' c
Subscribed and sworn to ( or affirmed) before me
on this \ I: ' day of
rn.. W esT , proved to
me on the basis of satisfactory evidence to be the
person( s) who appeared before me.

Seal
20ap, by
Signature J(1( 1
SHANNON L. MIKESELL
Notary Public - California •
Sacramento County I
Commission fl 2417427 r
My Comm. Expires Oct 19, 2026
00300- 8
221
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the Bidder, any officer of the Bidder, or any employee of the Bidder, who has a proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No
If the answer is yes, explain the circumstances m the following space.

PUBLIC CONTRACT SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because of the Contractor' sfailure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

NOTE: The above Statement and Questionnaire are part of the Proposal. Signing this proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
00300- 9
222
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

AFFIRMATIVE ACTION PROGRAM CERTIFICATE
The Bidder hereby certifies that Bidder is in compliance with the Civil Rights Act of 1964, Executive Order No. 11246, and all other applicable Federal and State laws and regulations relating to equal opportunity employment.

BIDDER
Signature)
anuary 22, 2026
Date)
Bidder' s Name: John West
Address: 730 W. Stadium Lane, Sacramento, CA 95834
The above certification of the Bidder regarding its affirmative action program shall be filled out completely, signed, and submitted by each Bidder and shall be a part ofthe Contract Documents.)

END OFSECTION)
00300- 1
223
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION

SUBMIT WITH BID
Pursuant to Labor Code sections 1725. 5and 1771., all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations.

See https:// www. dir. ca. gov/ Public- Works/ PublicWorks. html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor' sand subcontractors' current registration with the Department of Industrial Relations to perform public work.

Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725. 5and 1771. and is currently registered as a contractor with the Department of Industrial Relations.

Name of Bidder: Auburn Constructors, LLC
DIR Registration Number: 1000060543
Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration ofthe project.

2. Bidder shall include the requirements of Labor Code sections 1725. 5and 1771. in it contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a
finding that the bid is non -responsive.

Bidder' sSignature: 0
Bidder' sName and ;' e. John West / President
Firm: Auburn F' onstructors, LLC
Date: January 22, 2026

END OF DOCUMENT)
00300- 11
224
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36

CERTIFICATION OF DRUG -FREE WORKPLACE REQUIREMENTS

BIDDER CERTIFICATIONS

1. The Bidder certifies that it will or will continue to provide a drug -free work place by:

A. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the Bidder' swork place and specifying the actions that will be taken against employees for violation of such prohibition:

1. Making it a
requirement that each employee to be engaged in the performance of the contract be given a
copy of the statement.

2. Notifying the employee in the statement that, as a condition of employment under the Contract, the employee will:
a. Abide by the terms of the statement.
b. Notify the employer in writing of his or her conviction for a violation of a criminal drug statute occurring in the work place no later than 5 calendar days after such conviction:
1) Notifying the Owner in writing within 10 calendar days after receiving notice from an employee or otherwise receiving actual notice of such conviction.
2) Taking 1 of the following actions, within 30 calendar days of receiving notice, with respect to any employee who is so convicted:
a) Taking appropriate personnel action against such an employee, up to and including termination, consistent with the requirements of Federal and State law.
b) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purpose by a Federal, State or local health, law enforcement, or other appropriate agency.
c) Notify the employee that in the event of a major accident/ incident resulting in loss of life, injury or damage to the facility, or equipment, all personnel involved shall be required to submit to 00300- 12
225
SECTION 00300

ASR WELL INJECTION EQUIPPING BID PROPOSAL FORMS
CIP PW 22- 36
substance testing as soon as possible after the incident, but not more than 4 hours after the incident.

B. Establishing an ongoing drug -free awareness program to inform employees about:

1. The dangers of drug abuse in the work place.

2. The Bidder' spolicy of maintaining a drug -free work place.

3. Any available drug counseling, rehabilitation, and employee assistance programs. The penalties that may be imposed upon employees for drug abuse violations occurring in the work place.

C. Making a good faith effort to continue to maintain a drug -free work place through implementation of the requirements stated in this Document.

WORK LOCATIONS

1. The Bidder acknowledges that the performance of work done in connection with this Contract will occur at the location( s) listed and / or described below:

River Islands Phase 1 Potable Water Tanks and Main Sewer Pump Station site at the intersection of West Stewart Road and Cirrus Court, Lathrop, California.

BIDDER
Sig
J ,_ ary 22, 2026
00300- 13
226
City of
Public Works Department 390 Towne Centre Dr. - Lathrop, CA 95330 Phone (209) 941- 7430 — fax (209) 941- 7449
www. ci. lathrop. ca. us
ADDENDUM NO. 1 — January 15, 2026
ASR Injection Equipping Package
CIP PW 22- 36
The following changes, correction, additions, and/ or deletions are hereby incorporated into the bid. It is the bidding contractor' sresponsibility to understand and comply with this addendum.

This addendum amends the Contract Drawings and Specifications for this project as follows:

PLEASE BE ADVISED THAT THE BID OPENING DATE HAS BEEN CHANGED TO THURSDAY, JANUARY 22, 2026 AT 2PM.

A. CLARIFICATIONS AND RESPONSES TO CONTRACTOR QUESTIONS:

1. Question No. 1: I was reaching out hoping to attain the sign in sheet from the pre bid meeting held on 1/ 6/ 26 for the ASR Well Injection Equipping project if you had that available..

Response to Question No. I: The pre -bid meeting sign in sheet is attached to this addendum.

2. Question No. 2: Drawing SO1 general note 5 requires contractor design per delegated design procedures for "all pre- engineered items." Does this note apply to any of the structural steel on this sheet?
Response to Question No. 2: The " Pre- engineered items " statement refers to the tanks within the chemical canopy, not the structural steel canopy itself.

3. Question No. 3: Please provide sheet M05 ofthe subject line project. This sheet is referenced in the available project documents but does not exist in the project plans.

Response to Question No. 3: Reference to Drawing M05 have been revised. See revised Drawing M03 issued with this addendum.

4. Question No. 4: Detail 2 on sheet C04 shows an above ground pipe connection but I believe the pipe connection is under ground. Please confirm? Also, can you provide a profile of this detail?.

Response to Question No. 4: Tank No. 3 Inlet Modification ( Detail 4/ C03) is a buried pipe connection. All piping shown on this detail is below ground ( new and existing). A 227
PW 22- 36- Addendum No. 1

Page 2 of 6 ends

profile view is not available at this time. Elevations for the proposed 14 " piping and existing 16" piping are shown on the detail. Ground elevation at the point ofconnection is approximately El. 16. 0as shown on Drawing C01. Refer to Typical Detail CY715 Drawing TC02) for additional information.

Response to Question No. 7: Contractor must obtain the unlocked bid document via e - ARC.

Page 3 of 6 ends

Response to Question No. 9: See revised Drawings M03 and M04 issued with this addendum.

10. Question No. 10: Can you please supply a
lighting fixture schedule?
Response to Question No. 10: See revised Drawing E04 issued with this addendum.

11. Question No. 11: What will be the required pump setting depth below grade for well testing? Or will it be at the C- 57 contractors' discretion. Given that the well test will be performed monthly over the course of a year, would the city be amenable to leaving the pump assembly in the well between tests?
Response to Question No. 11: Bid Item 14: Well Backflush and Testing has been removed from the contract documents. See revisions to the Bid Schedule and Measurement and Payment below.

13. Question No. 13: Please provide a specification for the 6 -inch Fowmeter near the wellhead.

Response to Question No. 13: Flowmeter shall be ABB Watermaster, Rosemount 8750W, Krohne IFC, or Proline Promag WSeries 300/ 50, or approved equal. Flowmeter shall be certified under NSF 61 and accurate to 0. 25percent with velocities ranging from L9 to 10feet per second.

14. Question No. 14: Please indicate the level transducer setting.

Response to Question No. 14: Set level transducer at 395feet below top ofcasing.

Page 4 ends

16. Question No. 16: Can you please advise if simply writing the subcontractor' sDIR number on the Subcontractor listing form will suffice as " proof" of current registration with the Department of Industrial Relations?
Response to Question No. 16: Provide DIR number on the Section 00300 Bid Proposal Forms where indicated. City staff will verify the numberingfollowing bid submittal.

B. REVISIONS TO SPECIFICATIONS:

1. The Bid Opening Date as stated in Section 00020 Notice to Bidders and Section 00100 Instructions to Bidders is hereby revised to be at 2PM on Thursday, January 22, 2026.

2. Revise BID SCHEDULE ( page 00300- 3) in its entirety ( attached) deleting Bid Item 14:

Well Backflush and Testing.

3. Revise Section 00700 — General Conditions as follows:
a. Replace Paragraph 2. 9.A with the following:

A. The City willfurnish two Axis Multidirectional Cameras to be installed at locations indicated on the Drawings. Cameras shall be installed and tested by Bay Alarm.

4. Revise Section 01025 Measurement and Payment as follows:
a. Add the following to Bid Item 11: Electrical and Instrumentation:

5. Revise Section 33 05 00.5 Piping Specialties as follows:
230
PW 22- 36- Addendum No. 1

Page 5 of 6 ends

a. Replace Paragraph 2. 4 with the following:

A. Manufacturers: One ofthe following or equal:

1. Romac Industries, Inc: STS III or STS420.

B. Materials:

1. Tapping sleeves: Stainless steel construction.

2. Bolts and nuts: Type 304 stainless steel.

3. Nuts: Heavy hex, Type 304 stainless steel, coated to prevent galling.

4. Gaskets: NSF 61 certified SBR rubber.

6. Add Section 43_ 33_ 20. 01Liquid Chemical Diaphragm -Type Metering Pumps in its entirety ( attached).

7. Delete Section 43_ 33_0. 01: Liquid Chemical Solenoid Metering Pumps in its entirety.

8. Replace Section 46_ 31_ 42 Carbon Dioxide Storage and Handling System in its entirety ( attached).

C. REVISIONS TO DRAWINGS:
1 Add the following abbreviation to Drawing G04 — Abbreviations:
a. CARV — Combination Air Release Valve

2. Revise Disinfection System Design Criteria for Sodium Hypochlorite Injection Phase on Drawing G05 — Design Criteria as follows:

SODIUM HYPOCHLO. RITE UNIT INJECTION PHASE EQUIPPING PHASE ( FUTURE) PUMPS EA 2 DUTY 2 DUTY

3. Replace Drawing G06 — Pipe Schedule in its entirety ( attached).

4. Replace Drawing G08 — Survey Control and Site Plan in its entirety ( attached). "

5. Replace Drawing C01 — ASR Well Site Plan in its entirety (attached).

6. Replace Drawing C02 — Yard Piping Plan in its entirety ( attached).

7. Replace Drawing C03 — Pipe Profiles in its entirety ( attached).

8. Replace Drawing C04 — Details and Sections in its entirety ( attached). 231
PW 22- 36- Addendum No. 1

Page 6 ends

9. Replace Drawing SO1 — Chemical Canopy Plans in its entirety ( attached).

10. Replace Drawing S02 — Sections and Details 1 in its entirety ( attached).

11. Replace Drawing S03 - Sections and Details 2 in its entirety (attached).

12. Replace Drawing S04 — Sections and Details 3 in its entirety ( attached).

13. Replace Drawing MO1 ASR Wellhead Mechanical Plan in its entirety ( attached).

14. Replace Drawing M02 — ASR Wellhead Details in its entirety ( attached).

15. Replace Drawing M03 — Chemical Canopy Plan in its entirety (attached).

16. Replace Drawing M04 — Chemical Canopy Detail in its entirety ( attached).

17. Replace Drawing E01 — Overall Site Plan in its entirety ( attached).

18. Replace Drawing E02 — Partial Site Plan in its entirety (attached).

19. Replace Drawing E03 — Lighting, Grounding, and Receptable Plan in its entirety attached).

20. Replace Drawing E04 — Conduit, Panel, Schedule, and Single Line Diagram in its entirety ( attached).

21. Replace Drawing N02 - P&IDin its entirety ( attached).

22. Replace Drawing TS02 — Structural 2 in its entirety (attached).

23. Replace Drawing TMO2 — Mechanical 2 in its entirety ( attached).

When submitting the bid for the project, the Contractor must acknowledge receipt of the addendum.

Recommended by:

Approved by:

Greg ( son, PE
Senior Civil Engineer
Braddt' aylor, PE
City Engineer
c/ 2026
Date
Date at
232

CONTRACTORS
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ACTIVE LICENSE
L.. 1043407 LLC
Swims, AUBURN CONSTRUCTORS LLC
a ., ABC10
X0.. 08/ 31/ 2026 www. cslb.a. gov
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California Secretary of State
Business Programs Division
1500 11th Street, Sacramento, CA 95814
Request Type: Certified Copies
Entity Name: AUBURN CONSTRUCTORS, LLC
Formed In: CALIFORNIA
Entity No.: 201815110028
Entity Type: Limited Liability Company - CA
Issuance Date: 01/2/ 2024
Copies Requested: 1
Receipt No.: 005871396
Certificate No.: 170232825
Document Listing
Reference # Date Filed Filing Description
B2379- 6236 01/2/ 2024 Statement of Information
Number of Pages
2 End of list
I, SHIRLEY N. WEBER, PH. D., California Secretary of State, do hereby certify on the Issuance Date, the attached document( s) referenced above are true and correct copies and were filed in this office on the date( s) indicated above.

IN WITNESS WHEREOF, I execute this
certificate and affix the Great Seal of the
State of California on January 02, 2024.

SHIRLEY N. WEBER, PH. D.

Secretary of State
To verify the issuance of this Certificate, use the Certifcate No. above with the Secretary of State Certification Verification Search available at bizfileOnline. sos. ca.ov.

Page 1 of 3 ends

235

I IIIIIIII IIII III IIIIIIII IIIII IIII III IIII

STATE OF CALIFORNIA
Office of the Secretary of State

STATEMENT OF INFORMATION

LIMITED LIABILITY COMPANY
California Secretary of State
1500 11th Street
Sacramento, California 95814
916) 653- 3516
I.IIIIII IIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII OIII IHII IIIII IIIII IIII IIII BA20240007884 t,
For Office Use Only
FILEDFile No.: BA20240007884
Date Filed: 1/ 2/024
Entity Details
Limited Liability Company Name
Entity No.

Formed In

AUBURN CONSTRUCTORS, LLC
201815110028

JOHN WEST
Street Address of California Office of LLC
Street Address of California Office 730 W. STADIUM LANE SACRAMENTO, CA 95834
Manager( s) or Member( s)
Manager or Member Name Manager or Member Address
o WEST FAMILY TRUST u/ t/d AUGUST 23, 2018
SUTTER, CA 95982

IIIIIII
GRANITE BAY, CA 95746

BRIAN COUPER
0 RICHARD WHITE
AUBURN, CA 95603
0 NICK GUILLEN IIIIII
GRANITE BAY, CA 95746
730 W. STADIUM LANE
SACRAMENTO, CA 95834

JOHN WEST
Agent for Service of Process
Agent Name
Agent Address

Chief Executive Officer (CEO)
CEO Name CEO Address
0 JOHN WEST 730 W. STADIUM LANE
SACRAMENTO, CA 95834
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Page 1 of 2 ends

236
No Manager or Member, as further defined by California Corporations Code section 17702. 09( a)( 8), has an outstanding final judgment issued by the Division of Labor Standards Enforcement or a court of law, for which no appeal is pending, for the violation of any wage order or provision of the Labor Code.

Electronic Signature
By signing, I affirm under penalty of perjury that the information herein is true and correct and that I am authorized by California law to sign.

John West, Chief Executive Officer 01/2/ 2024
Signature Date
Certificate
Verification
No.

Page 2 of 2 ends

237

ATTACHMENT C
AMENDMENT NO. 5

TO THE AGREEMENT BETWEEN THE CITY OF LATHROP AND
CAROLLO ENGINEERS, INC. DATED JANUARY 10, 2022

TO PROVIDE ENGINEERING DESIGN SERVICES DURING CONSTRUCTION FOR PACKAGE 2 ( WELL INJECTION EQUIPPING) FOR THE LATHROP AQUIFER STORAGE AND WELL DESIGN SERVICES, CIP PW 22- 36
THIS CONTRACT AMENDMENT ( hereinafter " AMENDMENT NO. 5") to the agreement between Carollo Engineers, Inc. and the City of Lathrop dated January 10, 2022, (hereinafter AGREEMENT") dated for convenience this 9th day of February 2026, is by and between the City of Lathrop, a California municipal corporation (" CITY") and Carollo Engineers, Inc.

CONSULTANT");
RECITALS:

WHEREAS, CONSULTANT is specially trained, experienced, and competent to Professional Engineering Consulting Services, which are required by this agreement; and WHEREAS, CITY selected the CONSULTANT pursuant to said qualifications; and WHEREAS, on January 10, 2022, by Resolution No. 22- 5018, CONSULTANT and CITY entered into an AGREEMENT to provide the Lathrop Aquifer Storage and Recovery Feasibility Study and Funding Support, CIP PW 22- 36, not to exceed $ 301, 744; and WHEREAS, on April 10, 2023, by Resolution No. 23- 5262, CONSULTANT and CITY entered into Amendment No. 1 to provide Tasks 1 through 6 under the March 2023 scope of services for the Lathrop Aquifer Storage and Recovery Well Design Services, CIP PW 22- 36, not to exceed $ 1, 547, 242; and
WHEREAS, on August 14, 2023, by Resolution No. 23- 5351, CONSULTANT and CITY entered into Amendment No. 2 to provide Lathrop Aquifer Storage and Recovery Well Design Services, CIP PW 22- 36, not to exceed $ 83, 160; and
WHEREAS, on October 14, 2024, by Resolution No. 24- 5653, CONSULTANT and CITY entered into Amendment No. 3 to provide Lathrop Aquifer Storage and Recovery Well Design Services, CIP PW 22- 36, not to exceed $ 198, 476; and
WHEREAS, on June 9, 2025, by Resolution No. 25- 5826, CONSULTANT and CITY entered into Amendment No. 4 to provide for the Package 1 ( Well Drilling) Engineering Services During Construction for the Lathrop Aquifer Storage and Recovery Well Design Services, CIP PW 22- 36, not to exceed $ 99, 612; and
WHEREAS, CONSULTANT has provided the CITY with a scope of work attached hereto as Exhibit " A" for Amendment No. 5 to provide for the Package 2 ( Well Injection Equipping) Engineering Services During Construction and Well Commissioning for the Lathrop Aquifer Storage and Recovery Well Design Services, CIP PW 22- 36, not to exceed $ 633, 569.

NOW, THEREFORE, CONSULTANT and the CITY agree as follows:

Page 1 of 3 ends

238
CITY OF LATHROP - CAROLLO ENGINEERS, INC.

AMENDMENT NO. 5 TO PROVIDE AQUIFER STORAGE AND RECOVERY WELL DESIGN SERVICES, CIP PW 22- 36
AMENDMENT NO. 5 TO AGREEMENT
1) Scope of Service. Section ( 1) of the AGREEMENT is hereby amended to add the following:

CONSULTANT agrees to perform Engineering Services in accordance with the scope of work and fee proposal provided by CONSULTANT, attached hereto as Exhibit " A" in addition to the scope of work in the original AGREEMENT dated January 10, 2022 and Amendment No. 1 dated April 10, 2023, Amendment No. 2 dated August 14, 2023, Amendment No. 3 dated October 14, 2024 and Amendment No. 4 dated June 9, 2025.

CONSULTANT agrees to diligently perform these services in accordance with the standards of its profession and to CITY' Ssatisfaction. 2) Compensation. Section ( 2) of the AGREEMENT for Consulting Services is hereby amended as follows:

City hereby agrees to pay CONSULTANT an additional cost of $633, 569 for the services set forth in Exhibit " A" of this AMENDMENT NO. 5, with a total sum not to exceed of 2, 863,03 ($301, 744 for the original AGREEMENT, $ 1, 547, 242 for AMENDMENT NO. 1, $83, 160 for AMENDMENT NO. 2, $198, 476 for AMENDMENT NO. 3, $99, 612 for AMENDMENT NO. 4 and $ 633, 569 for AMENDMENT NO. 5). CONSULTANT shall be paid within thirty ( 30) days of receipt of billings containing all information contained in Paragraph 5 of the original AGREEMENT. Compensation for any task must be equal to or less than the percentage of task complete. In no event shall CONSULTANT be entitled to compensation for work not included in the original scope of work and this AMENDMENT unless a written change order or authorization describing the extra work and payment terms has been executed by CITY' S Authorized Representative prior to the commencement of the work.
3) Effective Date and Term
The effective date of AMENDMENT NO. 5 is February 9, 2026, and it shall terminate no later than June 30, 2027. All other terms of the original AGREEMENT shall remain in full force and effect.
4) Applicability to Original Consultant AGREEMENT
All terms and conditions set forth in the AGREEMENT dated January 10, 2022 are still in effect and are incorporated by reference herein and said AGREEMENT is incorporated by reference herein.
5) Signatures
The individuals executing this AMENDMENT NO. 5 represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute this AMENDMENT NO. 5 on behalf of the respective legal entities of the CONSULTANT and the CITY. This agreement shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.

Page 2 of 3 ends

239
CITY OF LATHROP - CAROLLO ENGINEERS, INC.

AMENDMENT NO. 5 TO PROVIDE AQUIFER STORAGE AND RECOVERY WELL DESIGN SERVICES, CIP PW 22- 36
Approved as to Form:

Recommended for Approval:

Approved by:

Resolution #:

Consultant:

City of Lathrop
City Attorney
Salvador Navarrete
City of Lathrop
City Engineer
i_Zr2- 026'
Date
Brad Taylor Date
City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
Stephen J. Salvatore Date
City Manager
Carollo Engineers, Inc.
2880 Gateway Oaks Drive, Suite 300
Sacramento, CA
Federal ID # 86- 0899222
Lathrop Business License # NLB- 000545- 225
Signature Date
Print Name and Title
Signature Date
Print Name and Title

Page 3 of 3 ends

240
EXHIBIT " A "
AMENDMENT 5

SCOPE OF SERVICES

CITY OF LATHROP
AND
CAROLLO ENGINEERS, INC.

AQUIFER STORAGE AND RECOVERY WELL DESIGN

PURPOSE OF AMENDMENT
This amendment modifies the Agreement between the City of Lathrop (CITY) and Carollo Engineers ( CONSULTANT) to include the following:

Incorporate the Package 2 Engineering Services During Construction task ( previously described under Amendment 1, Task 8) and ASR Well Commissioning ( previously described under Amendment 1, Task 9) to the agreement. These task will be renumbered to Task 9 and Task 10 to continue the numbering established under prior amendments.

CONSULTANT' SSERVICES
Add the following new tasks:

TASK 9 - PACKAGE 2 ENGINEERING SERVICES DURING CONSTRUCTION Task 9. 1 Pre -Construction Conference
CONSULTANT' sProject Manager and Project Engineer will attend a pre -construction conference with the contractor to answer technical or logistical questions concerning project approach and completion.

Task 9. 2 Engineer Site Visits and Progress Meetings
CONSULTANT' sProject Manager or Project Engineer will attend regular progress meetings for the duration of construction. This task assumes attendance at up to 24 meetings over a 12 - month construction duration.

Task 9. 3 Respond to RFIs
CONSULTANT will respond to requests for information ( RF/ s) submitted by the contractor to the CITY or Construction Manager. Responses will be submitted in writing and delivered to the CITY or third -party construction manager via email. Review of up to 40 RFIs is assumed under this task.

Task 9. 4 Shop Drawing Submittal Review
CONSULTANT will review shop drawing submittals for compliance with project plans and specifications. Review of 80 submittals and resubmittals is assumed under this task. pw:// Carollo_ 200000/ Documents/ CA\ Lathrop1200919- 000000101 Project Management101 Pre- ContractlDesignWmdn5_ SOW January 2026

Page 1 of 3 ends

241
Task 9. 5 Change Order Review
CONSULTANT will review proposed change orders and assist the City and Construction Manager with response preparation. If required, supplemental drawings and specifications will be prepared for the change order response. Up to four change orders are assumed under this task.

Task 9. 6 Final Acceptance Walk
CONSULTANT' sProject Manager or Project Engineer will attend a final acceptance job walk as scheduled by the City and Construction Manager and note any final items required for project completion.

Task 9. 7 Record Drawings
CONSULTANT will prepare record drawings based on as -built markups provided by the contractor or CITY' sthird -party construction manager.

Task 9 Assumptions
The total duration of construction will not exceed 12 months with active, on -site construction ( excluding material procurement periods) requiring approximately 6 months. Due to uncertain conditions in material supply chains and the current bidding environment, this is a preliminary estimate of construction schedule based on available information; the anticipated construction schedule will be updated as design progresses and submitted to the CITY with each design deliverable ( see Task 4).

Attendance at up to 24 on -site construction progress meetings is assumed.

Responses to up to 40 RFIs and 80 shop drawing submittals are assumed.

Responses to up to four design clarifications or change orders are assumed.

Materials testing during construction will be the responsibility of the CITY or CITY' s designated third -party construction manager.

TASK 10 - ASR WELL COMMISSIONING
This task provides for ASR well " cycle one" commissioning support, including interim recharge, to evaluate the operation of the ASR well and adjust controls to optimize longterm operation. ASRS will prepare an O&Mmanual; conduct operator training; provide a first -year cycle -testing plan to guide ASR operations; monitor data from well operations during the first year after completion of wellhead facilities; and recommend any needed adjustments. The cycle one commissioning support is anticipated to occur over a duration of 12 months.

TIME OF PERFORMANCE
CONSULTANT will perform the tasks described under this Amendment in accordance with the schedule presented with Amendment 1.
pw:// Carollo_ 200000/ Documents/ CA\ Lathrop\ 200919- 000000\ 01 Project Management \ 01 Pre -Contract \Design1Amdn5_ SOW January 2026

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242

PAYMENT
Payment to the CONSULTANT for services performed under this Amendment shall be based on the revised fee table below, consistent with the terms of the Agreement and Amendment 1, on a time and materials basis.

Task
Current
Total( 1)
Amend. 5
Change
Revised
Total
Feasibility Study Subtotal 301, 744 301, 744
Design Phase
Task 1 — Project Coordination & Admin. 131, 702 131, 702 Task 2 — Data Collection and PDR 797, 550 797, 550
Task 3 — DWSAP Report 47, 335 47, 335
Task 4 — Detailed Design 783, 887 783, 887
Task 5 — Permitting Assist. 11, 348 11, 348
Task 6 — Bidding Assist. 34, 893 34, 893
Task 7 — Grant Admin. Support 22, 160 22, 160
Task 8 — Package 1 ESDC 99, 612 99, 612
Task 9 — Package 2 ESDC 588, 400 588, 400
Task 10 — ASR Well Commissioning 45, 169 45, 169
Design Phase Subtotal 1, 928, 487 633, 569 2, 562, 056
Total 2,30,31 633, 569 2, 863,00
1) Inclusive of Amendment 1 ( executed 5/ 16/ 23), Amendment 2 ( executed 8/ 23/3), Amendment 3 ( executed 11/ 25/4), and Amendment 4 ( executed 6/ 30/ 25).

The revised not -to -exceed cost limit to the CONSULTANT' sservices, excluding Engineering Services During Construction and Commissioning tasks ( to be reflected in a future amendment), shall be $ 2, 863,00.
pw:// Carollo_ 200000/ Documents/ CA\ Lathrop1200919- 000000101 Project Management101 Pre -Contract\ Design Amdn5_ SOW January 2026

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243

PAGE LEFT

INTENTIONALLY
BLANK
244
ITEM 4. 13

CITY MANAGER' SREPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY
B&M BUILDERS, INC. FOR SANGALANG PARK SHADE
SHELTER, CIP PK 25- 13
RECOMMENDATION: Adopt Resolution to Accept Public Improvements Constructed by B&M Builders, Inc. for Sangalang
Park Shade Shelter, CIP PK 25- 13 and Authorize the
Filing of a Notice of Completion, Release of Contract
Retention, and Release of Performance and Payment
Bonds
SUMMARY:

B&M Builders, Inc. (B&M) has completed the construction of Sangalang Park Shade Shelter, CIP PK 25- 13, (Project). Staff inspected the improvements, and they have been deemed complete and in accordance with the approved plans and specifications by the City Engineer.

B&M has submitted lien releases confirming all subcontractors and suppliers have been paid in full and provided a one- year warranty bond ( based on 10% of the construction contract) for the improvements to be accepted.

Staff request City Council accept the completed improvements constructed by B&M for the Project. Staff also request City Council authorize the filing of a Notice of Completion with the San Joaquin County Clerk, the release of contract retention to B&M of $ 10, 650 within forty-ive (45) days after recording the Notice of Completion, and the release of performance and payment bonds.

BACKGROUND:

On October 14, 2024, City Council awarded a construction contract to B&M for the construction of the Project in the amount of $ 192,40, approved a 15% construction contingency of $ 28, 820, and authorized staff to spend up to the amount of the contingency as necessary to achieve the goals of the Project. The Project featured the installation of an octagonal shade shelter with a two -tiered roof, which keeps the space under the shelter cooler in hot weather than a traditional single roof. A concrete slab was constructed upon which the shelter was installed. Additional construction included the extension of a concrete walkway to the shade shelter from the existing tennis courts, and a stairway from the park' ssouth perimeter walkway down to the shade shelter. Tables and benches were installed on the slab under the shade shelter, and a drinking fountain, barbecue and hot coal bin were installed next to the shade shelter. The shelter' slocation directly west of the tennis courts will provide a shaded venue from which to view matches.
245
CITY MANAGER' SREPORT PAGE 2
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY B&M BUILDERS, INC.

FOR SANGALANG PARK SHADE SHELTER, CIP PK 25- 13
Four ( 4) contract change orders totaling $ 20, 853 were issued during the construction of the project; therefore, the final contract price of the Project is $ 212, 993. Upon acceptance of the improvements, the performance bond and payment bond ( Bond No. 108116241, $ 192,40) will be released and replaced with a one- year warranty bond ( Bond No. 108116241, $ 21, 411). The one- year warranty bond covers any repairs or replacements that may become necessary during the one- year period beginning with this acceptance due to any defective materials or workmanship in connection with the completed improvements. B&M has also provided the necessary lien releases for the materials supplied and completed work.

REASON FOR RECOMMENDATION:

B&M has completed the Project pursuant to the contract documents dated October 14, 2024. Staff inspected the improvements, and they have been deemed complete and in accordance with the approved plans and specifications by the City Engineer.

B&M has submitted a one- year warranty bond for the improvements to be accepted based on 10% of the construction contract) and lien releases confirming all subcontractors and suppliers have been paid in full. The warranty bond covers any repairs or replacements that become necessary during the one- year period, beginning with this acceptance, due to defective materials or workmanship in connection with the completed improvements.

The performance bond and payment bond will be released and replaced with the oneyear warranty bond upon City Council' sacceptance of the improvements.

FISCAL IMPACT:

The final construction contract with B&M for the Project is for $ 212, 993.

Adequate funds have been allocated in the FY 2025-6 budget to close out CIP PK 25- 13. With the completion of the Project, staff request that unused funds be transferred back to the original funding source, (1060) Measure C Fund.

ATTACHMENTS:

A. Resolution to Accept Public Improvements Constructed by B&M Builders, Inc. for Sangalang Park Shade Shelter, CIP PK 25- 13 and Authorize the Filing of a Notice of Completion, Release of Contract Retention, and Release of Performance and Payment Bonds
B. Notice of Completion - Sangalang Park Shade Shelter, CIP PK 25- 13 246
CITY MANAGER' S REPORT PAGE 3
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY B&M BUILDERS, INC.

FOR SANGALANG PARK SHADE SHELTER, CIP PK 25- 13
APPROVALS:

27.4 Steven Hollenbeak Date
Assistant Engineer
Brad Taylor
City ngineer
Cari Ja
Financ irector
I/P7Aorkb
Date
62 11,o671,
Date
1/? &/ Zaz tP
Thomas Hedegard Date
Deputy City Manager
28• zo14,
Michael King Date
Assistant City Manager
Salvador Navarrete Date
City Attorney
Step en J. Salvatore Date
City Manager
247
RESOLUTION NO. 26-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY B&M BUILDERS, INC. FOR SANGALANG PARK SHADE SHELTER, CIP PK 25- 13 AND AUTHORIZE THE

FILING OF A NOTICE OF COMPLETION, RELEASE OF CONTRACT RETENTION,

AND RELEASE OF PERFORMANCE AND PAYMENT BONDS
WHEREAS, on October 14, 2024, City Council awarded a construction contract to B&M Builders, Inc. (B&M) for Sangalang Park Shade Shelter, CIP PK 25- 13 Project) in the amount of $ 192,40, approved a 15% construction contingency of 28, 820 and authorized staff to spend up to that amount as necessary to achieve the goals of the Project; and
WHEREAS, the scope of work consisted of constructing multiple areas of concrete paving, and installing a shade shelter, drinking fountain, tables and benches and a barbecue with hot coal bin; and
WHEREAS, staff inspected the improvements, and the City Engineer deemed the improvements complete and in accordance with the approved plans and specifications; and
WHEREAS, four ( 4) contract change orders for a total of $20, 853 were issued during construction, for a total contract price of $212, 993; and WHEREAS, B&M has provided the necessary lien releases for the materials supplied and completed work and a one- year warranty bond ( based on 10% of total Project cost) for the improvements being accepted; and
WHEREAS, the performance bond and payment bond ( Bond No. 108116241, 192,40) will be released and replaced with a one- year warranty bond ( Bond No. 108116241, $21, 411) upon City Council' s
acceptance of the improvements; and
WHEREAS, the one- year warranty bond covers any repairs or replacements that may become necessary during the one- year period beginning with this acceptance, due to defective materials or workmanship in connection with the completed improvements; and
WHEREAS, adequate funds have been allocated in the FY 2025-6 budget for CIP PK 25- 13 to close out the Project. With the completion of the Project, staff request that unused funds be transferred back to the original funding source, (1060) Meausure C Fund; and
WHEREAS, staff requests City Council accept the public improvements constructed by B&M for Sangalang Park Shade Shelter, CIP PK 25- 13; and WHEREAS, staff also requests City Council authorize the filing of a Notice of Completion with the San Joaquin County Clerk, the release of contract retention to 248
B&M in the amount of $ 10, 650 within forty-ive (45) days after the recording of the Notice of Completion, and the release of performance and payment bonds.

NOW THEREFORE, BE IT RESOLVED, that the City Council of the City of Lathrop does hereby accept the completed public improvements constructed by B&M for Sangalang Park Shade Shelter, CIP PK 25- 13 pursuant to the contract documents dated October 14, 2024; and
BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop authorizes the filing of the Notice of Completion with the San Joaquin County Clerk and the release of the contract retention to B&M in the amount of $ 10, 650 within forty-ive (45) days after the recording of the Notice of Completion, and authorizes the release of the performance and payment bonds; and
BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop approves the transfer of unused funds back to the original funding source ( 1060) Meausure C Fund.
249
The foregoing resolution was passed and adopted this 9th day of February 2026 by the following vote of the City Council, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney 250

RECORDING REOUESTED BY, AND
WHEN RECORDED MAIL TO:

CITY OF LATHROP
ATTN: CITY CLERK
390 TOWNE CENTRE DRIVE
LATHROP, CA 95330
Exempt from payment ofrecording fees ( GC 11922)
Attachment
p 11

SPACE ABOVE THIS LINE FOR RECORDER' SUSE

NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN:

1. That the interest or estate stated in paragraph 3 herein in the real property herein described is owned by:

NAME STREET AND NO. CITY STATE
City of Lathrop 390 Towne Centre Drive Lathrop CA 95330 If more than one owner of the interest stated, the name and address of each must be stated)

2. That the full name and address of the owner of said interest or estate, if there is only one owner, and that the full names and addresses of all the co -owners who own said interest or estate as tenants in common, as joint tenants, or otherwise, ifthere is more than one owner, are set forth in the preceding paragraph.

3. That the nature of the title of stated owner, or if more than one owner, then of the stated owner and co - owners is fee title ( e.g. fee title, leasehold, joint tenancy, etc.).

4. That on the 9th day ofFebruary 2026 a work of improvement on the real property herein described was completed.

5. That the name of the original contractor, if any, for said work of improvement was: B&M Builders, Inc.

6. That the name and address of the transferor is:

NAME STREET AND NO. CITY STATE
B&M Builders 11330 Sunrise Park Dr. Suite C Rancho Cordova CA 95742

7. That the real property herein referred to is situated in the City of Lathrop County of San Joaquin, State of California, and is described as follows:

Sangalang Park Shade Shelter, CIP PK 25- 13
That the undersigned has knowledge of the contents herein and states under penalty ofperjury that the foregoing is true and correct.

CITY OF LATHROP
By:

By:

Stephen J. Salvatore, City Manager Date
Teresa Vargas, City Clerk Date
251

CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the NOTICE OF COMPLETION dated February 9, 2026 by B&M Builders, Inc. to the City of Lathrop, a political corporation and/ or governmental agency, is hereby accepted by the undersigned officer or agent on behalf of the City Council pursuant to authority conferred by minute action of the City Council adopted on January 12, 2026, and the grantee consents to recordation thereof by its duly authorized officer.

Dated By
Stephen J. Salvatore, City Manager
252
ITEM 4. 14

CITY MANAGER' SREPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: CREATE TEMPORARY ANIMAL CENTER RENOVATION,
CIP GG 26-8, APPROVE A CONSTRUCTION

CONTRACT WITH CREATIVE PROPERTY RENEWAL,
INC. AND APPROVE A BUDGET AMENDMENT
RECOMMENDATION: Adopt Resolution to Create Temporary Animal Center Renovation, CIP GG 26-8, Approve a Construction
Contract with Creative Property Renewal, Inc. and
Approve a Budget Amendment
SUMMARY:

The City' s Temporary Animal Center is housed at the Corporation Yard. This facility has experienced weathering and damage from dogs, and needs renovation.

The plans and specifications for the renovation of the Temporary Animal Center Project) were prepared by staff, and advertised for bid on December 5 and 12, 2025 pursuant to Bidding Procedures in California Public Contract Code ( PCC) 20160 and Lathrop Municipal Code ( LMC) 2. 36. 060. The City Clerk received and opened seven 7) bids on January 13, 2026, all determined to be responsive and from responsible bidders. The bid results are summarized in Table 1 below:

Table 1: Summary of Bid Results - Temporary Animal Center Renovation Contractor Total Bid
Creative Property Renewal, Inc. 170, 97
GCJ, Inc. 243, 440
RBH Construction, Inc. 312, 109
Ashron Construction, Inc. 316, 780
Stratus Construction Company 318, 000
Molokai Electric LLC 339, 000
Pro Builders 388, 000
Based on the review and evaluation of the bids, the responsible bidder with the lowest responsive bid for the Project was determined to be Creative Property Renewal, Inc.

Creative Property Renewal) with a bid of $ 170, 97.

Staff requests that City Council approve the creation of the Temporary Animal Center Renovation, CIP GG 26-8 and approve a budget amendment as detailed in the Fiscal Impact section to provide funding for the construction of the Project. 253
CITY MANAGER' S REPORT PAGE 2
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
CREATE TEMPORARY ANIMAL CENTER RENOVATION, CIP GG 26-8,

APPROVE A CONSTRUCTION CONTRACT WITH CREATIVE PROPERTY
RENEWAL, INC. AND APPROVE A BUDGET AMENDMENT
Staff requests that City Council approve a contract with Creative Property Renewal for the construction of the Project in the amount of $ 170, 97. Staff also requests that City Council approve a 20% construction contingency of $ 34, 000 and authorize staff to spend up to the amount of the contingency as necessary to achieve the goals of the Project, for a total Project construction cost not to exceed $ 204, 907.

BACKGROUND:

The Temporary Animal Center was constructed in 2024 to provide a facility at which Lathrop Animal Services could house and care for animals under their purview. The facility consists of modular dog and cat kennels assembled into rows within weather - protected buildings. Also provided for the animals are four exterior recreation areas surfaced with artificial turf and enclosed in fencing.

The decking and walls within which the kennels are mounted have been chewed by dogs, and need repairs, followed by the installation of resilient surfacing. The artificial turf in the recreation areas has had holes dug into it, requiring replacement. The Project includes the completion of a breezeway, connection of the kennels' drainage system to the sanitary sewer line and parking for visitors.

REASON FOR RECOMMENDATION:

The proposed improvements will maintain the Temporary Animal Center' s level of service, and will support the safe and sanitary care of animals.

FISCAL IMPACT:

The proposed construction contract with Creative Property Renewal is for $ 170, 97.

A 20% construction contingency is requested in the amount of $ 34, 000 for a total construction cost not to exceed $ 204, 907.
254
CITY MANAGER' S REPORT PAGE 3
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
CREATE TEMPORARY ANIMAL CENTER RENOVATION, CIP GG 26-8,

APPROVE A CONSTRUCTION CONTRACT WITH CREATIVE PROPERTY
RENEWAL, INC. AND APPROVE A BUDGET AMENDMENT
To fund the Project' sconstruction and construction contingency, staff requests that City Council approve a budget amendment of $ 210, 00as detailed below:

APPROVE A CONSTRUCTION CONTRACT WITH CREATIVE PROPERTY
RENEWAL, INC. AND APPROVE A BUDGET AMENDMENT
APPROVALS:
e4/ G0 464Pia
Steven Hollenbeak Date
Assistant Engineer
1- 30. Z6,
Brad aylor
City ngineer
C. am
Director U Finance
Thomas Hedegard
Deputy City Manager
30/ 70u,
Date
ce/ i/oz026,
Date
2/ 3/ toZ rd
Date
Z • 3 • Zo2Co
Michael King Date
Assistant City Maager
Salvador Navarrete
City Attorney
Date
Z • Z. z(0
Stephen J. Salvatore Date
City Manager
256
RESOLUTION NO. 26-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO CREATE TEMPORARY ANIMAL CENTER RENOVATION, CIP GG 26-8, APPROVE A CONSTRUCTION CONTRACT WITH CREATIVE PROPERTY RENEWAL, INC.

AND APPROVE A BUDGET AMENDMENT
WHEREAS, on December 5 and 12, 2025 the City solicited bids for the construction of the Temporary Animal Center Renovation, ( Project) pursuant to Bidding Procedures in California Public Contract Code ( PCC) 20160 and Lathrop Municipal Code ( LMC) 2. 36. 060; and
WHEREAS, a total of seven ( 7) bids were received and opened by the City Clerk on January 13, 2026; and
WHEREAS, upon review and evaluation of the bids, the responsible bidder with the lowest responsive bid for the Project was determined to be Creative Property Renewal, Inc. (Creative Property Renewal) with a bid of $ 170, 907; and WHEREAS, staff requests that City Council approve the creation of the Temporary Animal Center Renovation, CIP GG 26-8; and
WHEREAS, staff requests that City Council approve a contract with Creative Property Renewal in the amount of $ 170, 97for the construction of the Project; and WHEREAS, staff requests that City Council approve a 20% construction contingency in the amount of $ 34, 000 and authorize staff to spend up to the amount of the contingency as necessary to achieve the goals of the Project, for a total Project construction cost not to exceed $ 204, 907; and
257
WHEREAS, to fund the Project' sconstruction and construction contingency, staff requests that City Council approve a budget amendment of $210, 00as detailed below:

Decease Capital Replacement FY 25/6
1010- 243- 0000 $( 50, 000)
Decrease Expense FY 25/6
1010- 4015-20- 250
1010- 4015-20- 750
Increase Transfer Out FY 25/6
1010- 9900-90- 9010
Increase Transfers In FY 25/6
3010- 9900- 393- 0000
Increase Expense FY 25/6
3010- 8000- 420- 010
Decrease Expenses FY 26/7
1010- 4015-20- 2500
30, 000)
100, 00)
GG 26-8 $ 210, 00
GG 26-8 $ 210, 00
GG 26-8 $ 210, 00
30, 000)
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lathrop does hereby approve the creation of the Temporary Animal Center Renovation, CIP GG 26- 28; and
BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a budget amendment as detailed above; and BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a contract with Creative Property Renewal for the construction of the Temporary Animal Center Renovation, CIP GG 26-8 for a cost of $ 170, 97; and BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a 20% construction contingency of $ 34, 000 for a total cost not to exceed $ 204, 907 for the construction of the Project and authorizes staff to spend up to the amount of the contingency as necessary to accomplish the goals of the Project. 258
The foregoing resolution was passed and adopted this 9t" day of February 2026 by the following vote of the City Council, to wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney 259

ATTACHMENT B
SECTION 00500

TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8

CONSTRUCTION CONTRACT
This Contract, dated February 9, 2026, is entered into by and between the City of Lathrop City"), a municipal corporation of the State of California ( City), and Creative Property Renewal, Inc., (Contractor), whose Taxpayer Identification Number is 38- 4039648.

For and in consideration of the following covenants, terms and conditions, City and Contractor ( the parties) agree:

1. Term. This Contract shall commence on, and be binding on the parties on, the date of execution of this Contract, and shall expire on the date of recordation of the Notice of Substantial Completion, or, if no such notice is required to be filed, on the date that final payment is made hereunder, subject to the earlier termination of this Contract.

2. General Scope of Project and Work. Construction Documents for TEMPORARY ANIMAL CENTER RENOVATION, CIP GG 26-8 (Project). Contractor shall furnish labor, services, materials and equipment in connection with the construction of the Project and complete the Work in accordance with the covenants, terms and conditions of this Contract to the satisfaction of City.

The work to be performed under this contract includes all work contained in the Construction Documents, as detailed in Paragraph 3 below, including, but not limited to construction, installation or replacement of the following components: artificial turf, roofing and gutters, drainage, concrete waterproofing, dog kennels, plumbing, electrical and framing and any task necessary to accomplish the aforementioned tasks.

The work shall be completed within 60 Working days following issuance of Notice to Proceed.

The Work shall be complete, and all appurtenant work, materials, and services not expressly shown or called for in the Construction Documents which may be necessary for the complete and proper construction of the Work in good faith shall be performed, furnished, and installed by the Contractor as though originally specified or shown. The Contractor will be compensated for actual work performed in accordance with the unit prices and provisions contained in these Construction Documents.

Base Bid Total: $ 170, 97 One Hundred Seventy Thousand, Nine Hundred Seven Dollars

3. Construction Documents. This Contract shall include the Construction Documents which are on file with the Public Works Department and are hereby incorporated by reference i.e. Project Specifications, Project Plans, addenda, performance bond, labor and materials bond, certification of insurance, workers compensation certification, and Warranty Bond Acknowledgement) and the Bid Documents submitted by Creative Property Renewal, Inc. on January 13, 2026. For the purposes of construing, interpreting and resolving inconsistencies between the provisions of this Contract, these documents and the 260
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provisions thereof are set forth in the order of precedence described in Article 3 of the General Conditions.

4. Compensation. In consideration of Contractor' sperformance of its obligations hereunder, City shall pay to Contractor the amount set forth in Contractor' sBid in accordance with the provisions of this Contract and upon the receipt of written invoices and all necessary supporting documentation within the time set forth in the Construction Documents.

Contractor hereby shall not be permitted to invoice the City nor accept compensation for work not yet complete. In no event, shall the Contractor be entitled to payment for work not included in the approved scope of work, a written task order, or change order signed by the City' sPublic Works Director prior to commencement of any work.

5. Insurance. On or before the Date of Execution, Contractor shall obtain and maintain the policies of insurance coverage described in Section 5. 2 of the General Conditions on terms and conditions and in amounts as may be required by the City. City shall not be obligated to take out insurance on Contractor' spersonal property or the personal property of any person performing labor or services or supplying materials or equipment under the Project.

Contractor shall furnish City with the certificates of insurance and with original endorsements effecting coverage required under this Contract on or before the Date of Execution. The certificates and endorsements for each insurance policy shall be signed by a
person who is authorized by that insurer to bind coverage in its behalf. Proof of insurance shall be mailed to the Project Manager to the address set forth in Section 15 of this Contract.

6. Indemnification. Contractor agrees to protect, defend, indemnify and hold City, its City Council members, officers, employees, engineer, and construction manager harmless from and against any and all claims, demands, liabilities, losses, damages, costs, expenses, liens, penalties, suits, or judgments, arising in whole or in part, directly or indirectly, at any time from any injury to or death of persons or damage to property as a result of the willful or negligent act or omission of Contractor, or which results from Contractor' snoncompliance with any Law respecting the condition, use, occupation or safety of the Project site, or any part thereof, or which arises from Contractor' sfailure to do anything required under this Contract or for doing anything which Contractor is required not to do under this Contract, or which arises from conduct for which any Law imposes strict liability on Contractor in the performance of or failure to perform the terms and conditions of this Contract, except as may arise from the sole willful or negligent act or omission of City or any of its City Council members, officers, employees. This indemnification shall extend to any and all claims, demands, or liens made or filed by reason of any construction, renovation, or remodeling work performed by Contractor under this Contract at any time during the term of this Contract, or arising thereafter.

7. Assumption of Risk. Contractor agrees to voluntarily assume any and all risk of loss, damage, or injury to the property of Contractor which may occur in, on, or about the Project site at any time and in any manner, excepting such loss, injury, or damage as may be caused by the sole willful or negligent act or omission of City or any of its City Council members, officers, or employees.
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8. Waiver. The acceptance of any payment or performance, or any part thereof, shall not operate as a waiver by City ofits rights under this Contract. A waiver by City of any breach of any part or provision of this Contract by Contractor shall not operate as a waiver or continuing waiver of any subsequent breach of the same or any other provision, nor shall any custom or practice which may arise between the parties in the administration of any part or provision of this Contract be construed to waive or to lessen the right of City to insist upon the performance of Contractor in strict compliance with the covenants, terms and conditions of this Contract.

9. Compliance with Laws. Contractor shall comply with all Laws now in force or which may hereafter be in force pertaining to the Project and Work and this Contract, with the requirement of any bond or fire underwriters or other similar body now or hereafter constituted, with any discretionary license or permit issued pursuant to any Law of any public agency or official as well as with any provision of all recorded documents affecting the Project site, insofar as any are required by reason of the use or occupancy of the Project site, and with all Laws pertaining to nondiscrimination and affirmative action in employment and hazardous materials.

DEPARTMENT OF INDUSTRIAL RELATIONS- COMPLIANCE MONITORING UNIT DIR Registration.
a) Contractor and Subcontractor Compliance. Strict compliance with DIR registration requirements pursuant to Labor Code Section 1725. 5 is a material obligation of the Contractor under the Contract Documents. The foregoing includes without limitation, compliance with DIR Registration requirements at all times during performance of the Work by the Contractor and all Subcontractors of any tier. The failure of the Contractor and all Subcontractors of every tire to be DIR registered at all times during the performance of the Work is the Contractor' sdefault of a material obligation of the Contractor under the Contract Documents.
b) No Subcontractor Performance of Work Without DIR Registration. No portion of the Work is permitted to be performed by a Subcontractor of any tier unless the Subcontractor is a DIR Registered contractor.
c) Contractor Obligation to Verify Subcontractor DIR Registration Status. An affirmative and on -going obligation of the Contractor under the Contract Documents is the Contractor' sverification that all Subcontractors, of all tiers, are at all times during performance of Work in full and strict compliance with DIR Registration requirements.

The Contractor shall not permit or allow any Subcontractor of any tier to perform any Work without the Contractor' sverification that all such Subcontractors are in full and strict compliance with DIR Registration requirements.
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d) Contractor Obligation to Request Substitution of Non- DIR Registered Subcontractor. If any Subcontractor identified in the Contractor' sSubcontractor List submitted with the Contractor' s
proposal for the Work is not DIR Registered at the time of opening of proposals for the Work or if a Subcontractor' sDIR registration lapses prior to or during a Subcontractor' s
performance of Work, the Contractor shall request the CITY' s consent to substitute the non- DIR registered Subcontractor pursuant to Labor Code Section 1771.(c)( 3) and/ or Labor Code Section 1771.(d).

Certified Payroll Records
a) Compliance with Labor Code Section 1771. 4and 1776. A material obligation of the Contractor under the Contract Documents is: (i) the Contractor' sstrict compliance with the requirements pursuant to Labor Code Section 1771. 4 and 1776 for preparation and submittal of Certified Payroll Records (" CPR"); and ( ii) the Contractor' senforcement of CPR preparation and submittal for all Subcontractors of every tier. b) Express Condition Precedent to Payment of Contact Price. Strict compliance with CPR requirements established pursuant to Labor Code Section 1776 is an express condition precedent to the CITY' sobligation to: (i) process any request for payment of any portion of the Contract Price; or ( ii) to disburse any portion of the Contract Price to the Contractor.

The Contractor shall demonstrate strict compliance with CPR preparation and submittal requirements by delivery to the CITY of electronic files or hard copies of all CPR' s submitted by the Contractor and/ or Subcontractors for Work pursuant to Labor Code Section 1771. 4 and 1776 concurrently with the submittal thereof to the Labor Commissioner. The CITY: (i) shall not be obligated to process or disburse any portion of the Contract Price; or ( ii) shall not be deemed in default of the CITY' sobligations under the Contract Documents unless the Contractor' sdemonstrates strict compliance with CPR preparation and submittal requirements.
c) PWR Monitoring and Enforcement. During the Work pursuant to Labor Code Section 1771. 4(a)(), the Department of Industrial Relations shall monitor and enforce the obligation of the Construction and Subcontractors of every tier to pay the laborers performing any portion of the work the PWR established for the classification of work/ labor performed.

Record of wages paid: Inspection
Pursuant to Labor Code section 1776, Contractor stipulates to the following:
a) Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work under the Facilities lease and Construction Provisions. Such records shall be 263
SECTION 00500

TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8
on forms provided by the Division of Labor Standards Enforcement or shall contain the same information of such forms. The payroll records may consist of payroll data that are maintained as computer records, if printouts contain the same information as the forms provided by the division and the printouts are verified as specified in subdivision ( a) of Labor Code section 1776.
b) The payroll records enumerated under subdivision ( a) shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contractor on the following basis:
1) A certified copy of an employee' spayroll record shall be made available for inspection or furnished to such employees or his or her authorized representative on request.
2) A certified copy of all payroll records enumerated in subdivision ( a) shall be made available for inspection or furnished upon request to a representative of the CITY,
the Division of Labor Standards Enforcement, and Division of Apprenticeship Standards of the Department of Industrial Relations.
3) A certified copy of all payroll records enumerated in subdivision ( a) shall be made available upon request by the public for inspection or copies thereof. However, a request by the public shall be made through either the CITY, the Division of Apprenticeship Standards, or the Division of Labor Standards Enforcement. If the requested payroll records have not been provided pursuant to paragraph ( 2), the requesting party shall, prior to being provided the records, reimburse the costs of preparation by Contractor, subcontractors, and the entity through which the request was made. The public shall not be given access to such records at the principal office of Contractor.
c) Contractor shall file a certified copy of the records enumerated in subdivision ( a) with the entity that requested such records within ten ( 10) days after receipt of the written request. d) Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency, by the CITY, the Division of Apprenticeship Standards, or the division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual' sname, address and social security number. The name and address of contractor awarded the contract or performing the contract shall not be marked or obliterated.
e) Contractor shall inform the CITY of the location of the records enumerated under subdivision (a), including the street address, city, and county, and shall, within (5) working days, provide a notice of a change of location and address. 264
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TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8
f) In the event of noncompliance with the requirements of this Article, Contractor shall have ten ( 10) days in which to comply subsequent to receipt of written notice specifying in what respects Contractor must comply with this Article. Should noncompliance still be evident after such 10 -day period, Contractor shall pay a penalty of One- Hundred Dollars ($ 100. 00) to the CITY for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from the progress payment then due.

The responsibility for compliance with this Article shall rest upon Contractor.

10. Bonds. As a condition precedent to City' s obligation to pay compensation to Contractor, and on or before the date of Execution, Contractor shall furnish to the Project Manager the Bonds as required under Section 00700 - 5. 1A.

11. Representations and Warranties. In the supply of any materials and equipment and the rendering of labor and services during the course and scope of the Project and Work, Contractor represents and warrants:
1) Any materials and equipment which shall be used during the course and scope of the Project and Work shall be vested in Contractor;
2) Any materials and equipment which shall be used during the course and scope of the Project and Work shall be merchantable and fit to be used for the particular purpose for which the materials are required;
3) Any labor and services rendered and materials and equipment used or employed during the course and scope of the Project and Work shall be free of defects in workmanship for a period of one ( 1) year after the recordation of the Notice of Substantial Completion, or, if no such notice is required to be filed, on the date that final payment is made hereunder;
4) Any manufacturer' swarranty obtained by Contractor shall be obtained or shall be deemed obtained by Contractor for and on behalf of City. 5) Any information submitted by Contractor prior to the award of Contract, or thereafter, upon request, whether or not submitted under a continuing obligation by the terms of the Contract to do so, is true and correct at the time such information is submitted or made available to the City;
6) Contractor has not colluded, conspired, or agreed, directly or indirectly, with any person in regard to the terms and conditions of Contractor' sBid, except as may be permitted by the Notice to Contractors;
7) Contractor has the power and the authority to enter into this Contract with City, that the individual executing this Contract is duly authorized to do so by appropriate 265
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TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8
resolution, and that this Contract shall be executed, delivered and performed pursuant to the power and authority conferred upon the person or persons authorized to bind Contractor;
8)
9)
Contractor has not made an attempt to exert undue influence with the Project Manager or any other person who has directly contributed to City' s decision to award the Contract to Contractor;
There are no unresolved claims or disputes between Contractor and City which would materially affect Contractor' sability to perform under the Contract; 10) Contractor has furnished and will furnish true and accurate statements, records, reports, resolutions, certifications, and other written information as may be requested of Contractor by City from time to time during the term of this Contract; 11) Contractor and any person performing labor and services under this Project is duly licensed as a contractor with the State of California as required by California Business & Professional Code Section 7028, as amended; and 12) Contractor has fully examined and inspected the Project site and has full knowledge of the physical conditions of the Project site.

12. Assignment. This Contract and the performance required hereunder is personal to Contractor, and it shall not be assigned by Contractor. Any attempted assignment shall be null and void.

13. Claims of Contractor. All claims pertaining to extra work, additional charges, or delays within the Contract Time or other disputes arising out of the Contract shall be submitted by Contractor in accordance with the General Conditions.

14. Audits by City. During the term of this Contract and for a period of not less than three ( 3) years after the expiration or earlier termination ofthis Contract, City shall have the right to audit Contractor' sProject -related and Work -related writings and business records, as such terms are defined in California Evidence Code Sections 250 and 1271, as amended, during the regular business hours of Contractor, or, if Contractor has no such hours, during the regular business hours of City.

15. Notices. All contracts, agreements, appointments, approvals, authorizations, claims, demands, Change Orders, consents, designations, notices, offers, requests and statements given by either party to the other shall be in writing and shall be sufficiently given and served upon the other party if (1) personally served, (2) sent by the United States mail, postage prepaid, (3) sent by private express delivery service, or (4) in the case of a facsimile transmission, if sent to the telephone FAX number set forth below during regular business hours of the receiving party and followed with two (2) days by delivery of a hard copy of the material sent by facsimile transmission, in accordance with ( 1), (2) or ( 3) above. 266
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Personal service shall include, without limitation, service by delivery and service by facsimile transmission.

To City:

Copy to:

City of Lathrop
City Clerk
390 Towne Centre Drive
Lathrop, CA 95330
City of Lathrop
Department of Public Works
390 Towne Centre Drive
Lathrop, CA 95330
209) 941- 7430
FAX: (209) 941- 7449
ATTN: Leisser Mazariegos, Project Manager
To Contractor:

Mailing Address:

Phone:

Email:

ATTN:

16. Miscellaneous.
1) Bailee Disclaimer. The parties understand and agree that City does not purport to be Contractor' sbailee, and City is, therefore, not responsible for any damage to the personal property of Contractor.
2) Consent. Whenever in this Contract the approval or consent of a party is required, such approval or consent shall be in writing and shall be executed by a person
having the express authority to grant such approval or consent. 3) Controlling Law. The parties agree that this Contract shall be governed and construed by and in accordance with the Laws of the State of California. 4) Definitions. The definitions and terms are as defined in these specifications. 5) Force Majeure. Neither party shall be deemed to be in default on account of any delay or failure to perform its obligations under this Contract, which directly results from an Act of God or an act of a superior governmental authority. 267
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TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8
6) Headings. The paragraph headings are not a part of this Contract and shall have no effect upon the construction or interpretation of any part of this Contract. 7) Incorporation of Documents. All documents constituting the Construction Documents described in Section 3 hereof and all documents which may, from time to time, be referred to in any duly executed amendment hereto are by such reference incorporated in this Contract and shall be deemed to be part of this Contract. 8) Integration. This Contract and any amendments hereto between the parties constitute the entire contract between the parties concerning the Project and Work, and there are no other prior oral or written contracts between the parties that are not incorporated in this Contract.
9) Modification of Contract. This Contract shall not be modified or be binding upon the parties unless such modification is agreed to in writing and signed by the parties. 10) Provision. Any contract, covenant, condition, clause, qualification, restriction, reservation, term or other stipulation in the Contract shall define or otherwise control, establish, or limit the performance required or permitted or to be required of or permitted by either party. All provisions, whether covenants or conditions, shall be deemed to be both covenants and conditions.
11) Resolution. Contractor shall submit with its Bid a copy of any corporate or partnership resolution or other writing, which authorizes any director, officer or other employee or partner to act for or on behalf of Contractor or which authorizes Contractor to enter into this Contract.
12) Severability. If a court of competent jurisdiction finds or rules that any provision of this Contract is void or unenforceable, the provisions of this Contract not so affected shall remain in full force and effect.
13) Status of Contractor. In the exercise of rights and obligations under this Contract, Contractor acts as an independent contractor and not as an agent or employee of City. Contractor shall not be entitled to any rights and benefits accorded or accruing to the City Council members, officers or employees of City, and Contractor expressly waives any and all claims to such rights and benefits. 14) Successors and Assigns. The provisions of this Contract shall inure to the benefit of, and shall apply to and bind, the successors and assigns of the parties. 15) Time of the Essence. Time is of the essence of this Contract and each of its provisions. In the calculation of time hereunder, the time in which an act is to be performed shall be computed by excluding the first Day and including the last. If the time in which an act is to be performed falls on a Saturday, Sunday, or any Day observed as a
legal holiday by City, the time for performance shall be extended to the following Business Day.
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16) Venue. In the event that suit is brought by either party hereunder, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of San Joaquin or in the United States District Court for the Eastern District of California.
17) Recovery of costs. The prevailing party in any action brought to enforce the terms of this Contract or arising out of this Contract, including the enforcement of the indemnity provision( s), may recover its reasonable costs, including reasonable attorney' sfees, incurred or expended in connection with such action against the non -prevailing party.
18) Contractor and subcontractors must comply with all applicable standards, orders, or requirements issued under Section 306 of the Clean Air Act (42 USC 1857( h)), Section 508 of the Clean Water Act ( 33 USC1368), Executive Order 11738, and Environmental Protection Agency Regulations at 40 CFR Part 15. 19) Contractor and subcontractors must comply with the regulations imposed by California Air Resources Board (" CARB") including, without limitation, Title 13, California Code of Regulations Division 3, Chapter 9, and all pending amendments Regulation").
20) Contractors and subcontractors must comply with mandatory standards and policies relating to the energy efficiency which are contained in the State Energy Conservation Plan issued in compliance with the Energy Policy and Conservation ACT ( Public Law 94- 163, 89 stat 871).
21) The Contractor shall provide access to the site for the Environmental Protection Agency and its duly authorized representatives, and the City. 22) If during the course of construction evidence of deposit of historical or archaeological interest is found, the Contractor shall cease operation affecting the find and shall notify the City, who shall notify the EPA and the State Historic Preservation Officer. No further disturbance of the deposits shall ensue until the Contractor has been notified by the City that construction may proceed. The City will issue a notice to proceed only after the state official has surveyed the find and made a determination to the EPA and the City. Compensation to the contractor, if any, for lost time or changes in construction to avoid the find, shall be determined in accordance with changed conditions or change order provisions of the Construction Documents.
23) Notice to Proceed. Prior to commencing work under this Contract, CONTRACTOR shall receive a written " Notice to Proceed" from CITY. A Notice to Proceed shall not be issued until all necessary bonds and insurances have been received. City shall not be obligated to pay CONTRACTOR for any services prior to issuance of the Notice to proceed.
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TEMPORARY ANIMAL CENTER RENOVATION CONSTRUCTION CONTRACT CIP GG 26-8
24) Signatures. The individuals executing this Contract represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute this Contract on behalf of the respective legal entities of the CONTRACTOR and the CITY. This Contract shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.
25) This project is a public works project: Contractor shall comply with requirements of California Labor Code § 1700 and following, and prevailing wages shall be paid for work performed on this project.
26) The statutory provisions for penalties for failing to comply with the State of California wage and labor laws will be enforced, as well as that for failing to pay prevailing wages.

EXHIBITS:

EXHIBIT A: Contractor' sSubmitted Bid Packet
Certification of insurance, performance and payment bonds, and worker' s compensation certification shall be furnished to the City by the Contractor after City Council' sapproval with resolution.
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IN WITNESS WHEREOF, the parties have executed this Agreement on the date first above stated in Lathrop, California.

Seal:

CONTRACTOR:

By:

Name:

Title:

By:

Name:

Title:

CITY OF LATHROP
APPROVED AS TO FORM:

By:

Salvador Navarrete, City Attorney
RECOMMENDED FOR APPROVAL:

By:

Brad Taylor, City Engineer
APPROVED:

By:

Stephen J. Salvatore, City Manager
271

EXHIBIT A
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

BID PROPOSAL FORMS
TO: City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
ATTENTION: City Clerk
FOR: TEMPORARY ANIMAL CENTER RENOVATION
THE UNDERSIGNED, AS BIDDER, HEREBY AGREES AND DECLARES THAT:

LEGAL COMPLIANCE
The only persons or parties interested in this Bid as Principals are those named herein; that this Bid is made without collusion with any other person, firm, partnership, corporation, or association; that he has carefully examined the location ofthe proposed work and the Construction Documents; and he proposes and agrees that ifthis Bid is accepted he will contract. with the City ofLathrop, in the form ofthe Contract as set forth in the Construction Documents for said project, to provide all the necessary labor, services, materials, and equipment, and to do all the work and furnish all the materials; and that he will accept in full payment therefore the price as proposed in the following Bid Schedule.

BASIS OF AWARD
The basis for award of the contract will be the price of the base bid. The City of Lathrop reserves the right to award the work contemplated by only the Base Bid, or none of the work.

ADDITIVE AND DEDUCTIVE ALTERNATES
As required by Public Contract Code section 20103. 8, if this bid solicitation includes additive or deductive items, the method checked below will be used to determine the lowest bid. Ifno method is checked, subparagraph ( A) will be used to determine the lowest bid. City retains the right to add to or deduct from the Contract any of the additive or deductive alternates included in Bid Proposal.
00300- 1
272
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TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS
X ( A) The lowest bid will be the lowest bid price on the base contract without consideration of the prices on the additive or deductive items.

B) The lowest bid will be the lowest total of the bid prices on the base contract and those additive or deductive items that were specifically identified in the bid solicitation orBid Proposal as being used for the purpose of determining the lowest bid price.

D) The lowest bid will be determined in a mannerthat prevents any information that would identify and ofthe bidders or the proposed subcontractors or suppliers from being revealed to City before the ranking of all bidders from lowest to highest has been determined. 00300- 2
273
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

TEMPORARY ANIMAL CENTER RENOVATION

BID SCHEDULE
BID

ITEM DESCRIPTION QUANTITY UNITS

UNIT EX

TOTALPRICE
DED
1 Mobilization / Bonds / Insurance 1 LS g7/ 115. 0
245° "
2 Provide, Implement and Maintain
Erosion and Sediment Control Plan
ESCP) & Incidentals
1 LS
3 Scope 1 1 LS 2i 1 . pO
4 Scope 2 1 LS 2tt OW_ `'
v
5 Scope 3 1 LS I?,t
f' Oj
tJ°
6 Scope 4 1 LS 211 6157
7 Scope 5 1 LS 2, 1 ! oarr. 00
8 Coordination / Phasing
Construction
1 LS I Z
TOTAL BID n. lii. 4v
TOTAL BID : 1 1 6101-. W
TOTAL BID IN WORDS : - 401144 e 11M O4 IJ(M 4*J/ di
0 ' Wes"- totil617cu%•
00300- 3
274
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

INFORMATION REQUIRED OF BIDDER
The Bidder shall furnish the following information. This information is considered essential in enabling the Project Manager to determine ifthe Bidder is experienced in similar types of work and ifthe Bid is based on a careful study ofmethods applicable to the work and full realization of the various factors which may affect the progress of the work. Failure to comply with this requirement may render the Bid non -responsive and may cause its rejection. Additional sheets shall be attached as required.

BIDDER' SINFORMATION
1) Bidder' sname and address:
r-earhvt. fr k1 RtN, wa, t 1 nc,
35 t. Fos -2 Sf ., S- 6t1t--- n
CA. 9EZDZ
2) Bidder' stelephone number. VA- ( y D - 00- 11
3) Bidder' semail address: (i () S
t
rs " 1 D Ct< FD 1l . ( VV
4) Bidder' sContractor' sLicense # / Expiration Date / Classification:

O3D2W /' 13'' 21 /
5) Bidder' sDIR Registration # I Expiration:

IOOOcd23el / 113120
6) Person who inspected site ofproposed work for Contractor' sfirm:

Name: ) P1A, forailio Date ofInspection: iI 2
7) List 5 projects of a nature similar to this project:

Project Contract
Price
Name, Address and
Telephone Number of Owner
Mj C Ize.. -94 0 f 2. 5 r' '1
5 come MooJob 2m --7Vw540-
143 C 1- Yu. ivt. V IL
i
MJ i, Uk v i I- I ftsk- oum 55K- t'
Lion ( pow pitko m201.- c.

Li' uvis ctri+ ar 411c vtsv aily ( uiwc,(.

S A ivory a o , 4 . Pii+ sbvAr1 • `125 ' 2 3
1- k
1o0 Fitt S fiion
lJim ore. 5A PoO' r\ILN 5DtoE ' ta T' s . T icu.
00300- 4
275
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS
LIST OF SUBCONTRACTORS:

The Bidder shall list below the name and business address ofeach subcontractor who will perform work under this Bid in excess ofone- halfof one percent ofthe Contractor' sTotal Bid Price or ten thousand dollars ($ 10, 000), whichever is greater. Shall also list the portion ofthe WORK which will be done by such subcontractor, in accordance with Section 4104 of the Public Contract Code.

After the opening ofbids, no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of work to be performed with the words " and/ or" will not be permitted Failure to comply with this requirement may render the Bid non -responsive and may cause its rejection. Should the Contractor provide a bid that does not require a subcontractor, the Contractor shall note that on this page by writing " Not Applicable" in the list below.

Work to be
Performed
Subcontractor
Name
Subcontractor
Address ' Catorcontractor s
License No.
mit N°.

Pereeat
of Work
Note: Attach additional sheets ifrequired.
00300- 5
276
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

ADDENDA
Bidder certifies he reviewed ARC Stockton' swebsite for addenda within 48 hours of bid opening and acknowledges receipt ofthe following addendum (addenda):

Ati( 1440jakr1141
Respectfully submitted,
Legal Name ofFi
Seal)
atecati btt,
ofAuthorized Representative
IfBidder is a corporation, show State in which incorporated.) The full names and post office addresses of all persons and parties interested in the foregoing Bid as principals are as follows:

NOTICE): Give first and last names in full; in case of corporation, give names of President, Secretary, Treasurer, and Manager, and in case ofpartnerships and joint ventures, give names and Post Office addresses of all the individual members.
00300- 6
277
CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California /
t
County of SOY) 60611t i 1
on 10 tta before me, PTh \ \ n ^% fii I 1O 491i , 1
Date V Here Insert Name and Title of theiOfficer
personally appeared ( 1U ' vudAlrtir c) of Sir j(s.)
Air
who proved to me on the basis of satisfactory evidence to be the person( s) whose name( s) is/ are subscribed to the within instrument and acknowledged to me that he/ she/ thy executed the same in his/er/ their authorized capacity( ies), and that by his/er/ their signature( s) on the instrument the person( s), or the entity upon behalf of which the person( s) acted, executed the instrument.

AMY LONG- PAMNTUAN
Notary Public - California
San Joaquin County
Commission N 2490845
My Comm. Expires May 23, 2028
Place Notary Seal and/ orStamp Above
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

Signatu

OPTIONAL
Sig tur o Notary Public
r
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: l 5/..)- te
Signer( s) Other Than Named Above: _
Capacity( ies) Claimed by Signer( s)
Signer' sName: - r s Name:

Corporate Officer — Title( s): Corporate Officer — Title( s):

Partner — Limited General Partner — Limited General
Individual At • - yin Fact Individual Attorney in Fact
Trustee uardian or Conservator o Trustee Guardian or Conservator Other: Other:

Signer ' - presenting: Signer is Representing:
did QrapaaQ - ztvr()
Number of Pages:
2019 National Notary Association
278
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

BIDDER' SBOND
KNOW ALL MEN BY THESE PRESENTS:

THAT WE Creative Property Renewal Inc.
as PRINCIPAL, and The Gray Casualty & Surety Company
as SURETY are held; and firmly bond unto the City of Lathrop in the penal sum of TEN PERCENT ( 10%) OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by the Principal to the City of Lathrop for the work described below, for the payment ofwhich sum in lawful money ofthe United States, well and truly to be made to the City ofLathrop to which the bid was submitted, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by those presents. In no case shall the liability of the surety hereunder exceed the sum of $ TEN PERCENT ( 1096) OF AMOUNT BID

NOW, THEREFORE, if the Principal is awarded the contract and within the time and manner required tinder the specifications, after the prescribed forms are presented to him for signature enters into a written contract in the prescribed form, in accordance with the bid, and files two bonds with the City, one to guarantee faithful performance, and the other to guarantee payment for labor and materials as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this 13th day of January , 20 26.

Creativ Pro • e Renewal Inc. ( Seal)
ddress: 35 East Rose Street
Seal)
Stockton, CA 95202
The Gray Casualty & Surety Compai eafl
L
am`
SEAL/ k obeZeZ .( er'
r
Todd Stein. Attorney -In -Pad. `i ••••*'
Address: 5309 Transportation Blvd
Cleveland, OH 44125
NOTE: Signatures of those executing for the surety must be properly acknowledged. 00300- 7
279
Michael T. Gray
President
The Gray Insurance Company

THE GRAY INSURANCE COMPANY

THE GRAY CASUALTY & SURETY COMPANY

GENERAL POWER OF ATTORNEY
Bond Number: Bid Bond
Principal: Creative Property Renewal Inc.

Obligee: City of Lathrop
KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint: Todd Stein
on behalf of each of the Companies named above its true and lawful Attomey( s)- in- Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts ofsuretyship as are ormay be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of
23, 000,00. 0.

This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 261h day of June, 2003.

RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any ofthem hereby is authorized to execute a power ofAttorney qualifying the attorney named in the given Power of Attorney to execute on behalf ofthe Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution ofsuch Power ofAttorney, and to attach the seal of the Company; and it is
FURTHER RESOLVED, that the signature of such officers and the seal ofthe Company maybe affixed to any such Power ofAttorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond„ undertaking or contract of surety to which it is attached.

IN WITNFSS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 28th day ofOctober, 2021.

Cullen S. Piske
President
The Gray Casualty & Surety Company
State of Louisiana
ss:

Parish of Jefferson
On this 28th day of October, 2021, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company, and Cullen S. Piske, President of The Gray Casualty & Surety Company, petsonal yknown to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, oftheir companies.

Leigh Anne Harken
Notary Public
Notary ID No. 92653
Orleans Parish, Louisiana
lAMnk NtMAt^-
Leigh Anne Hindi=
Notary Public, Parish of Orleans State of Louisiana
My Commission is for Life
I, Mark S. Mangano. Secretary ofThe Gray Insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF. k hay a set my hand and affixed the seals of the Company this 13th day of January , 2026 . pn. 4
I, Leigh Anne Henican, Secretary of The Gay Casualty & Surety Company , do hereby certify that the above and forgoing is a true and correct copy of a Power ofAttorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals ofthe Company this 13th day of January , 2026 .

Anftil OW CAA--
280
Bond # BID BOND

INDIVIDUAL OR PARTNERSHIP ACKNOWLEDGEMENT

STATE OF
COUNTY OF ss
On the day of , 20 , before me, a Notary Public
within and for said county, personally appeared,
to me known to be the person ( s) described in and who executed the foregoing instrument, as Principal ( s), and acknowledged to me that they executed the same as their free act and deed.

Notarial Seal)
Notary Public
County,
My commission expires

CORPORATE ACKNOWLEDGEMENT

STATE OF
COUNTY OF ss
On the day of , 20 , before me,
personally appeared,
to me known, who being by me duly sworn, did depose and say, that he resides in and that he is the of the
the corporation described in, and which executed the foregoing instrument: that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order.

Notarial Seal)
Notary Public
County,
My commission expires

ACKNOWLEDGEMENT OF CORPORATE SURETY
STATE OF Ohio
COUNTY OF Cuyahoga
On the 13th
appeared,
Todd Stein
day of
ss
January 20 26 before me,
to me personally known, who being by me duly sworn, did say that he is the aforesaid officer or attorney -in -fact of the surety company; that the seal affixed to the foregoing instrument is the corporate seal of the surety company, and that said instrument was signed and sealed in behalfof the surety company by the aforesaid officer, by authority of its board of directors; and the aforesaid officer acknovu tel
ip', strument
to be the free act and deed of the surety company.
a'r
N.

Notarial Seal) r%, : a
My commission expires December 2, 2029
S << r,;,,,,,,, °
Notary Public Jennifer Orzel
County, Cuyahoga
281

STATE OF CALIFORNIA

DEPARTMENT OF INSURANCE

SAN FRANCISCO
Certificate ofAuthority
NR L'). 0 2
THIS IS TO CERTIFY THAT, Pursuant to the Insurance Code ofthe Stare of California, The Gray Casualty & Surety Company
of Louisiana , organized under the
laws of Louisiana , subject to its Articles ofIncorporation or otherfundamental organizational documents, is hereby authorized to transactwithin the State, subject to all provisions of this Certificate, the following classes of insurance:

Surety
as such classes are now or may hereafter be defined in the Insurance Laws of the State ofCalifornia.

THIS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in full compliance with all, and not in violation ofany, ofthe applicable laws and lawful requirements made under authority of the laws ofthe State of California as long as such laws or requirements are in effect and applicable, and as such laws and requirements now are, or may hereafter be changed or arnended.

IN WITNESS WHEREOF, effective as of the 14 th
day of March , 2012 , I have hereunto
set my hand and caused my official seal to be affixed this 14th day of March , 2012
By
Dave Jones
Insurance Commissioner
e
n J. Stapp
for tie Hoge aratpt nx
Chi Deputy
NOTICE:

Qualification with the Secretary of State must be accomplished as required by the California Corporations Code promptly after issuance of this Certificate of Authority. Failure to do so will be a violation of Insurance Code Section 701 and will be grounds for revoking this Certificate ofAuthority pursuant to the coavenants made in the application therefor and the conditions contained heaein.

FORM caa osp 00 3939t
282

THE GRAY CASUALTY & SURETY COMPANY
ABSTRACT OF ANNUAL STATEMENT as of December 31, 2024
The Gray Casualty & Surety Company NAIL# 10671
3601 N. I10 Service Road West, Metairie, Louisiana 70002 P. O. Box 6202, Metairie, LA 70009- 6202
504) 888- 7790 (P)
Bonds
Stocks
Cash & Cash Equivalents
Other Invested Assets ( Schedule BA)
Agents Balances or Uncollected Premiums
Interest, Dividends & Real Estate Income Due
Other Assets
Total Assets
504) 454- 6122 (F)
Reserves for Losses
Reserves for Loss Adjustment Expenses
Taxes, Licenses & fees ( excluding Federal & Foreign Income Taxes) Federal and Foreign Income Taxes
Uneamed Premiums
All Other Liabilities
Capital Stock
Gross Paid In and Contributed Surplus
Unassigned Funds ( Surplus)
STATE of LOUISIANA

JEFFERSON PARISH
182,38, 111
Total Liabilities $ 55, 118, 853
Surplus as Regards Policholders $ 127, 019, 258
Total $ 182;38, 111
96, 579, 668
49, 517, 101
9, 087, 156
11, 956,05
11, 854,..60
756, 810
2, 385, 611
13, 016, 390
3, 958, 220
1, 080, 327
288, 951
32, 272, 050
4, 502, 915
3, 000,00
100, 930, 011
23, 089, 247
1, Robert P. Johnson, Chief Financial Officer ofThe Gray Casualty & StuetyCompany, do hereby depose and say that the foregoing statement Is a correct exhibit of the assets and liabilities of the Company on the 31st day of mber Swam to and 11... Led before me at Metairie,
Louisiana thise ay of t
a. 202(
USA S. MILLAR

NOTARY PUBUC
ID NO. 8' 3652
ISStON IS FOR LIFE
Robert P. Johnson, • ndal Officer
283
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

NON -COLLUSION AFFIDAVIT
STATE OF Of 11 f Y 1'1 A
COUNTY OF ga. n ( D q
l
uo' n
ss.

DSV1- Pad .e-' , being first duly sworn, deposes and says that he or she is TY2i I I1 I CCU of C fifth' f'af
tit PeYtawit( the party making the foregoing bid
that the bid is not made in the interest o1 or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price ofthe bidder or any other bidder, or ofthat ofany other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company associated, organization, bid depository, or to any member or agent thereof to effectuate a coll • or sham bid.

The County of Lc G Vl j
0 a t
State of ed; fvryik
St : -' of: President, Secretary,
onager, Project Manager or Representative
Subscribed and sworn to ( or affirmed) before me
on this 3 day of4htVXrt/' , 20 AP, by
Jodhu , Pack() , proved to
me on the basis ofsatisfactory evidence to be the
person( s) who appeared before me.

Seal
Signa
AMY LONG• PAMINTUAN
Notary Public • California
San Joaquin County
Commiulon # 2490845 E
My Comm. Expires May 23, 2028
00300- 8
284
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury, the following questionnaire:

Has the Bidder, any officer ofthe Bidder, or any employee of the Bidder, who has a proprietary interest in the Bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No 1
Ifthe answer is yes, explain the circumstances in the following space.

PUBLIC CONTRACT SECTION 10232 STATEMENT
In accordance with Public Contract Code Section 10232, the Contractor hereby states under penalty of perjury, that no more than one final unappealable finding of contempt of court by a federal court has been issued against the Contractor within the immediately preceding two year period because ofthe Contractor' sfailure to comply with an order of a federal court which orders the Contractor to comply with an order of the National Labor Relations Board.

NOTE: The above Statement and Questionnaire are part of the Proposal. Signing this proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire.

Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
00300- 9
285
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

BIDDER
Signature)
l3 2( 0
Bidder' sName:

Address:

Date)
Cr- ea4ivz fru ih Revuvuit,, Ins
3b E. 'Roe
S' DGa- f
vv11 c A . 201
The above certification of the Bidder regarding its affirmative action program shall be filled out completely, signed, and submitted by each Bidder and shall be a part ofthe Contract Documents.)

END OF SECTION)
00300- 1
286
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION

See https:// www. dir. ca. gov/ Public- Works/ PublicWorks. html for additional information.

No bid will be accepted nor any contract entered into without proof ofthe contractor' sand subcontractors' current registration with the Department of Industrial Relations to perform public work.

Bidder hereby certifies that it is aware ofthe registration requirements set forth in Labor Code sections 1725. 5and 1771. and is currently registered as a contractor with the Department of Industrial Relations.

Name ofBidder: Li- fU" 1vt 69) 01 141/ vow(
t
DIR Registration Number: IV008231i- 1
Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration ofthe project.

2. Bidder shall include the requirements ofLabor Code sections 1725. 5and 1771. in it contract with subcontractors and ensure that all subcontractors are registered at the time ofbid opening and maintain registration status for the duration ofthe project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non -responsive.

Bidder' sSignature: ///
Bidder' sName and
Firm:

Date:

Dsk f a ri to Fresc' An- 1 Cbo
Ci- eMire f)yijf9 t $ e Wad, rya .

END OFDOCUMENV
00300- 11
287
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

CERTIFICATION OF DRUG -FREE WORKPLACE REQUIREMENTS

BIDDER CERTIFICATIONS

1. The Bidder certifies that it will or will continue to provide a drug -free work place by:

1. Making it a
requirement that each employee to be engaged in the performance of the contract be given a
copy of the statement.

2. Notifying the employee in the statement that, as a condition of employment under the Contract, the employee will:
a. Abide by the terms of the statement.
b. Notify the employer in writing of his or her conviction for a violation of a criminal drug statute occurring in the work place no later than 5 calendar days after such conviction:.
1) Notifying the Owner in writing within 10 calendar days after receiving notice from an employee or otherwise receiving actual notice of such conviction.
2) Taking 1 of the following actions, within 30 calendar days ofreceiving notice, with respect to any employee who is so convicted:
a) Taking appropriate personnel action against such an employee, up to and including termination, consistent with the requirements of Federal and State law.
b) Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purpose by a Federal, State or local health, law enforcement, or other appropriate agency.
c) Notify the employee that in the event of a major accident/ incident resulting in loss of life, injury or damage to the facility, or equipment, all personnel involved shall be required to submit to substance testing as soon as possible after the incident, but not more than 4 hours after the incident.

B. Establishing an ongoing drug -free awareness program to inform employees about:
00300- 12
288
SECTION 00300

TEMPORARY ANIMAL CENTER RENOVATION BID PROPOSAL FORMS

1. The dangers ofdrug abuse in the work place.

2. The Bidder' spolicy ofmaintaining a drug -free work place.

3. Any available drug counseling, rehabilitation, and employee assistance programs. The penalties that may be imposed upon employees for drug abuse violations occurring in the work place.

C. Making a good faith effort to continue to maintain a drug -free work place through implementation of the requirements stated in this Document.

WORK LOCATIONS

1. The Bidder acknowledges that the performance of work done in connection with this Contract will occur at the location( s) listed and / or described below:

City ofLathrop Corporation Yard: 2112 E. Louise Ave. Lathrop, CA 95330 BIDDER
Sign
3 zc
te)
00300- 13
289
SECTION 00500

TEMPORARY ANIMAL CENTER RENOVATION SAMPLE CONTRACT

SAMPLE CONTRACT
This Contract, dated February 9, 2026, is entered into by and between the City ofLathrop City"), a municipal corporation of the State of California ( City), and Contractor Name, Contractor), whose Taxpayer Identification Number is 3 S - 1} 03`0y $ For and in consideration of the following covenants, terms and conditions, City and Contractor ( the parties) agree:

2. General Scope of Project and Work. Construction Documents for TEMPORARY ANIMAL CENTER RENOVATION ( Project). Contractor chaJ1 furnish labor, services, materials and equipment in connection with the construction of the Project and complete the Work in accordance with the covenants, terms and conditions of this Contract to the satisfaction ofCity.

The work shall be completed within 60 Working days following issuance of Notice to Proceed.

Base Bid Total: $

For the purposes of construing, interpreting and resolving inconsistencies between the provisions ofthis Contract, these documents and the provisions thereof are set forth in the order of precedence described in Article 3 ofthe General Conditions. 00500- 1
290
SECTION 00500

TEMPORARY ANIMAL CENTER RENOVATION SAMPLE CONTRACT
Certification of insurance, performance and payment bonds, and worker' s compensation certification shall be furnished to the City by the Contractor after City Council' sapproval with resolution.

IN WITNESS WHEREOF, the parties have executed this Agreement on the date first above stated in Lathrop, California.

Seal:

CONTRACTOR:

By: rqle
110( 41 1errvrM Ins
Name: Stn 1201 L' v
Title: Pr' si + C'&
By:

Name:

Title:

CITY OF LATHROP
APPROVED AS TO FORM:

By:

Salvador Navarrete, City Attorney
RECOMMENDED FOR APPROVAL:

By:

Brad Taylor, City Engineer
APPROVED:

By:

Stephen J. Salvatore, City Manager

END OFSECTION)
00500- 11
291
SECTION 00660

TEMPORARY ANIMAL CENTER RENOVATION WORKER' S COMPENSATION CERTIFICATION

WORKER' SCOMPENSATION CERTIFICATION
AS REQUIRED BY SECTION 1861

OF THE CALIFORNIA LABOR CODE)
I am aware of the provision of Section 3700 ofthe Labor Code which require every employer to be insured against liability for worker' scompensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of the Contract.

Contractor: Yeruval Inc
By: a DSvl 2aS iv n
Title: PY' QS161.44 I C

END OF SECTION)
00660- 1
292
ITEM 4. 15

CITY MANAGER' SREPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: CREATE CIP WW 26-2 'O' STREET PUMP STATION

UPGRADE, APPROVE PROFESSIONAL SERVICES
AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT
RECOMMENDATION: Adopt Resolution to Create CIP WW 26-2' O' Street Pump Station Upgrade, Approve a Professional
Services Agreement with Freyer & Laureta, Inc., and
Approve Budget Amendment
SUMMARY:

Upgrades to the O Street Pump Station are needed to address an existing deficiency where gravity mains upstream of the pump station are surcharging with wastewater due to its shallow wet well. City staff request that City Council create a new Capital Improvement Project ( CIP) WW 26-2 'O' Street Pump Station Upgrade. The ' O' Street Pump Station Upgrade Project replaces the existing pump station with a new pump station to be installed at a corner of Lathrop Elementary School located across the street from the current pump station.

Staff also request City Council approve an initial budget allocation for the project by transferring $ 435, 000 from the Wastewater Connection Fee Fund 6030 to the new CIP WW 26-2 through the approval of a budget amendment.

Furthermore, staff requests the City Council approve the attached Professional Services Agreement ( PSA) with Freyer & Laureta, Inc., in the amount of $ 362, 000 for tasks under their proposal to provide engineering services needed to support the design and construction of the ' O' Street Pump Station Upgrade, CIP WW 26-2.

BACKGROUND:

This project is recommended by the City' s
Wastewater Master Plan to address an
existing deficiency with surcharging of at least 2, 060 feet of gravity mains upstream of the ' O' Street Pump Station due to the shallow wet well at the pump station. The O' Street Pump Station Upgrade Project replaces the existing pump station with a new pump station installed at a corner of the Lathrop Elementary School located across the street from the current ' O' Street Pump Station. The new ' O' Street Pump Station will connect to existing gravity mains and force mains on ' O' Street.

On November 14, 2025, staff issued a Request for Proposals ( RFP) for professional engineering consulting services to provide design services for the project. Seven proposals were received by the December 12, 2025 deadline. After evaluating and ranking the proposals, staff determined Freyer & Laureta, Inc., is the most qualified consultant for the City' s needs on this project.
293
CITY MANAGER' S REPORT PAGE 2
FEBRUARY 9, 2026, CITY COUNCIL REGULAR MEETING
CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE PROFESSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT
Staff recommend that Council approve a professional services agreement with Freyer Laureta, Inc., to provide professional engineering services for the project.

REASON FOR RECOMMENDATION:

Staff requests that the City Council create CIP WW 26-2 '0' Street Pump Station Upgrade with an initial budget of $435, 000 through transfer of funds from Fund 6030 to the new CIP WW 26-2. Additionally, staff requests approval of a PSA with Freyer Laureta, Inc., in the amount of $ 362, 000 to complete tasks needed to complete the project design, permitting and bidding assistance.

FISCAL IMPACT:

The cost of the Professional Services Agreement with Freyer & Laureta, Inc., is 362, 000. Staff requests that City Council approve the following proposed budget amendment to transfer $ 435, 000 from the Wastewater Connection Fee Fund 6030 into the new CIP WW 26-2:

A. Resolution to Create CIP WW 26-2 '0' Street Pump Station Upgrade, Approve a Professional Services Agreement with Freyer & Laureta, Inc., and Approve Budget Amendment
B. Professional Services Agreement with Freyer & Laureta, Inc., for Engineering Design Services for the WW 26-2 '0' Street Pump Station Upgrade 294
CITY MANAGER' S REPORT PAGE 3
FEBRUARY 9, 2026, CITY COUNCIL REGULAR MEETING
CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE PROFESSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA, INC., AND

APPROVE BUDGET AMENDMENT

APPROVALS
4// toZd
Greg G. son Date
Senior Civil Engineer
Brad aylor
City ngineer
Cari Ja s
Financ Director
Date
1/6/ 907, 6
Date
I/Z8/dZb
Thomas Hedegard Date
Deputy City Manager
Michael King Date
Assistant City Manager
z8 • zoz. c.

Z.7- X2- 6
Salvador Navarrete Date
City Attorney
2' t.•7.[ O
Ste en J. Salvatore Date
City Manager
295
RESOLUTION NO. 26 -

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO CREATE CIP WW 26-2 'O' STREET PUMP STATION UPGRADE, APPROVE A
PROFSSIONAL SERVICES AGREEMENT WITH FREYER & LAURETA INC., AND

APPROVE BUDGET AMENDMENT
WHEREAS, upgrades to the ' O' Street Pump Station are needed to address an existing deficiency where gravity mains upstream of the pump station are surcharging with wastewater due to its shallow wet well; and
WHEREAS, on November 14, 2025, staff issued a Request for Proposals ( RFP) for professional engineering consulting services to provide design services for the project; and
WHEREAS, seven proposals were received by the December 12, 2025 deadline, and after evaluating and ranking the proposals, staff determined Freyer & Laureta, Inc., is the most qualified consultant for the City' s needs on this project; and
WHEREAS, staff requests that City Council create a new Capital Improvement Project ( CIP) for the WW 26-2 'O' Street Pump Station Upgrade; and WHEREAS, staff also requests City Council approve an initial budget allocation for the project by transferring $ 435, 000from the Wastewater Connection Fee Fund 6030 to the new CIP WW 26-2 through the approval of a budget amendment; and
WHEREAS, staff requests that Council approve a professional services agreement with Freyer & Laureta, Inc., to provide professional engineering services needed to support the project.

NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Lathrop does hereby create the ' O' Street Pump Station Upgrade, CIP WW 26-2; and NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a budget amendment to transfer $ 435, 000 from the Wastewater Connection Fee Fund 6030 into the new CIP WW 26-2 as follows:

Increase Transfer Out
6030- 9900-90- 9- 1 $ 435, 000
Increase Transfer In
6090- 900- 393- 00- CIP WW 26-2 $ 435, 000
Increase Appropriation
6090- 8- 00- 420- 84- 00 CIP WW 26-2 $ 435, 000
296
and
NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a Professional Services Agreement with Freyer & Laureta in the amount of $ 362, 000 for engineering services needed to support the design and construction of the ' 0' Street Pump Station Upgrade, CIP WW 26-2.
297
The foregoing resolution was passed and adopted this 9th day of February 2026, by the following vote of the City Council, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney 298

ATTACHMENT B'

CITY OF LATHROP
AGREEMENT FOR PROFESSIONAL SERVICES WITH FREYER & LAURETA, INC.

TO PROVIDE PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
THIS AGREEMENT, dated for convenience this 9th day of February, 2026, is by and between Freyer & Laureta, Inc. ("CONSULTANT") and the City of Lathrop, a California municipal corporation (" CITY");
RECITALS:

WHEREAS, CONSULTANT is specially trained, experienced, and competent to perform Professional Engineering Consulting Services, which are required by this agreement; and WHEREAS, CITY selected the CONSULTANT pursuant to said qualifications; and WHEREAS, CONSULTANT is willing to render such Professional Engineering Consulting Services, as hereinafter defined, on the following terms and conditions; NOW, THEREFORE, CONSULTANT and the CITY agree as follows:

AGREEMENT
1) Scope of Service
CONSULTANT agrees to perform Professional Services in accordance with the scope of work and fee proposal provided by CONSULTANT, attached hereto as Exhibit " A" and incorporated herein by reference. CONSULTANT represents it is prepared to and can diligently perform these services in accordance with the upmost standards of its profession and to CITY' Ssatisfaction. The fee proposal shall include all reimbursable costs required for the performance of the Scope of Services. Payment of additional reimbursable costs considered to be over and above those inherent in the original Scope of Services shall be approved of in advance and in writing, by the CITY.
2) Compensation
CITY hereby agrees to pay CONSULTANT a sum not to exceed $ 362, 000 for the Professional Engineering Consulting Services set forth in Exhibit "A". CONSULTANT shall be paid any uncontested sum due and payable within thirty ( 30) days of receipt of billings containing all information pursuant to Paragraph 5 below. Compensation for any task must be equal to or less than the percentage of task complete. In no event shall CONSULTANT be entitled to compensation for work not included in Exhibit " A", unless a written change order or authorization describing the extra work and payment terms has been executed by CITY' s authorized representative prior to the commencement of the work. Payment is made based on a time and materials basis. 3) Effective Date and Term
299
CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
The effective date of this Agreement is February 9, 2026, and it shall terminate no later than June 30, 2028.
4) Independent Contractor Status
It is expressly understood and agreed by both parties that CONSULTANT, while engaged in carrying out and complying with any of the terms and conditions of this Agreement, is an independent contractor and not an employee of the CITY. As an independent contractor, CONSULTANT is responsible for controlling the means and methods to complete the scope of work described in Exhibit " A" to City' ssatisfaction. CONSULTANT expressly warrants not to represent, at any time or in any manner, that CONSULTANT is an employee of the CITY.
5) Billings
CONSULTANT shall submit invoices for completed work on a monthly basis, or as otherwise agreed, providing without limitation, details as to amount of hours, individual performing said work, hourly rate, and indicating to what aspect of the Scope of Services said work is attributable. CONSULTANT' Sbills shall include a list of all tasks, a total amount due, the amounts previously billed, and the net amount due on the invoice. Except as specifically authorized by CITY, CONSULTANT shall not bill CITY for duplicate services performed by more than one person. In no event shall CONSULTANT submit any billing for an amount in excess of the rates or the maximum amount of compensation provided in section ( 2) for either task or for the entire Agreement, unless modified by a properly executed change order.
6) Advice and Status Reporting
CONSULTANT shall provide the CITY with timely reports, orally or in writing, of all significant developments arising during performance of its services hereunder, and shall furnish to CITY such information as is necessary to enable CITY to monitor the performance of this Agreement.

CONSULTANT shall submit to CITY such reports, diagrams, drawings and other work products developed pursuant to the Scope of Services.
7) Assignment of Personnel
CONSULTANT acknowledges that the CITY has relied on CONSULTANT' s capabilities
and on the qualifications of CONSULTANT' sprincipals and staff as identified in its proposal to CITY. The services shall be performed by, or under the direct supervision, of CONSULTANT' sAuthorized Representative: Jeffrey Tarantino, PE. CITY shall be notified by CONSULTANT of any change of its Authorized Representative, and CITY is granted the right of approval of all original, additional, and replacement personnel at CITY' s sole discretion, and shall be notified by CONSULTANT of any changes of CONSULTANT' sproject staff prior to any change.

CONSULTANT shall assign only competent personnel to perform services pursuant to this Agreement. If CITY asks CONSULTANT to remove a person assigned to the work called for under this Agreement, CONSULTANT agrees to do so immediately, without requiring the City to process a reason or explanation for its request.

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300
CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
8) Assignment and Subcontracting
It is recognized by the parties hereto that a substantial inducement to CITY for entering into this Agreement was, and is, the professional reputation and competence of CONSULTANT. Neither this Agreement nor any interest therein may be assigned by CONSULTANT without the prior written approval of CITY' Sauthorized representative.

CONSULTANT shall not subcontract any portion of the performance contemplated and provided for herein, other than the subcontractors noted in the proposal, without prior written approval of the CITY' Sauthorized representative. 9) Insurance
On or before beginning any of the services or work called for by any term of this Agreement, CONSULTANT, at its own cost and expense, shall carry, maintain for the duration of the Agreement, and provide proof thereof that is acceptable to the CITY the insurance specified in subsections ( a) through (c) below with insurers and under forms of insurance satisfactory in all respects to the CITY. CONSULTANT shall not allow any subcontractor to commence work on any subcontract until all insurance required of the CONSULTANT has also been obtained for the subcontractor. Verification of this insurance shall be submitted and made part of this Agreement prior to execution. a) Workers' Compensation. CONSULTANT shall, at CONSULTANT' Ssole cost and expense, maintain Statutory Workers' Compensation Insurance and Employer' s Liability Insurance for any and all persons employed directly or indirectly by CONSULTANT. Said Statutory Workers' Compensation Insurance and Employer' s Liability Insurance shall be provided with limits of not less than one million dollars ($ 1, 000,0). In the alternative, CONSULTANT may rely on a self- insurance program to meet these requirements provided that the program of self- insurance complies fully with the provisions of the California Labor Code. The insurer, if insurance is provided, or the CONSULTANT, if a program of self- insurance is provided, shall waive all rights of subrogation against the CITY for loss arising from work performed under this Agreement.
b) Commercial General Insurance. CONSULTANT, at CONSULTANT' Sown cost and expense, shall maintain commercial general liability insurance for the period covered by this Agreement in an amount not less than two million dollars ($ 2, 000,00) per occurrence, four million dollars ($ 4, 000,0) general aggregate, and two million dollars ($ 2, 000,00) products and completed operations aggregate for risks associated with the work contemplated by this Agreement. The general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement.

Coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 00 01.

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
i) CITY, its officers, employees, agents, and volunteers are to be covered as additional insureds with respect to each of the following:
liability arising out of activities performed by or on behalf of CONSULTANT, including the insider' s general supervision of CONSULTANT; products and completed operations of
CONSULTANT; premises owned, occupied or used by
CONSULTANT. The coverage shall contain no special limitations on the scope of protection afforded to CITY, its officers, employees, agents, or volunteers.
ii) The insurance shall cover on an occurrence or an accident basis, and not on a claim made basis.
iii) An endorsement must state that coverage is primary insurance and that no other insurance affected by the CITY will be called upon to contribute to a loss under the coverage.
iv) Coverage shall allow and be endorsed to include a waiver of subrogation in favor of the CITY, its officers, employees, agents, and volunteers.
v) Any failure of CONSULTANT to comply with reporting provisions of the policy shall not affect coverage provided to CITY and its officers, employees, agents, and volunteers.
vi) Insurance is to be placed with California -admitted insurers with a Best' srating of no less than A: VII.
vii) Notice of cancellation or non - renewal must be received by CITY at least thirty days prior to such change.
c) Automobile Liability Insurance. Coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 00 01 with coverage for owned, hired, and non - owned automobiles Code 1 ( any auto) with a limit of not less than one million dollars ($ 1, 000,0) per accident.

Each of the following shall be included in the insurance coverage or added as an endorsement to the policy:
i)
ii)
CITY, its officers, employees, agents, and volunteers are to be covered as additional insureds.

Coverage shall allow and be endorsed to include a waiver of subrogation in favor of the CITY, its officers, employees, agents, and volunteers. d) Professional Liability. CONSULTANT, at CONSULTANT' Sown cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than Two Million Dollars ($ 2, 000,00) per claim made and per policy aggregate covering

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302
CITY OF LATHROP i
FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
the licensed professionals' errors and omissions, as follows:
i) Any deductible or self -insured retention shall not exceed $ 150, 00 per claim.
ii) Notice of cancellation, material change, or non -renewal must be received by the CITY at least thirty days prior to such change shall be included in the coverage or added as an endorsement to the policy.
iii) The policy must contain a cross liability or severability of interest clause.
iv) The following provisions shall apply if the professional liability coverages are written on a claims made form:

1. The retroactive date of the policy must be shown and must be before the date of the Agreement.

2. Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the Agreement or the work, so long as commercially
available at reasonable rates.

3. If coverage is canceled or not renewed and it is not replaced with another claims made policy form with a retroactive date that precedes the date of this Agreement, CONSULTANT
must provide extended reporting coverage for a minimum of five ( 5) years after completion of the Agreement or the work.

The CITY shall have the right to exercise at the
CONSULTANT' Scost, any extended reporting provisions of the policy should the CONSULTANT cancel or not renew
the coverage.

4. A copy of the claim reporting requirements must be
submitted to the CITY prior to the commencement of any
work under this Agreement.
e) Deductibles and Self -Insured Retentions. CONSULTANT shall disclose the self -insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement. During the period covered by this Agreement, upon express written authorization of the CITY' s authorized representative, CONSULTANT may increase such deductibles or self -insured retentions with respect to CITY, its officers, employees, agents, and volunteers. The CITY' sauthorized representative may condition approval of an increase in deductible or self -insured retention levels upon a requirement that CONSULTANT procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them.
f) Notice of Reduction in Coverage. In the event that any coverage required under subsections ( a), (b), or (c) of this section of the Agreement is reduced, limited, or materially

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
affected in any other manner, CONSULTANT shall provide written notice to CITY at CONSULTANT' Searliest possible opportunity and in no case later than five days after CONSULTANT is notified of the change in coverage.
g) In addition to any other remedies CITY may have if CONSULTANT fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, CITY may, at its sole option:
i) Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement;
ii) Order CONSULTANT to stop work under this Agreement or withhold any payment which becomes due to CONSULTANT
hereunder, or both stop work and withhold any payment, until CONSULTANT demonstrates compliance with the requirements hereof;
iii) Terminate this Agreement.

Exercise of any of the above remedies, however, is an alternative to other remedies CITY may have and is not the exclusive remedy for CONSULTANT' Sbreach.
10) Indemnification - CONSULTANT' SResponsibility
As to the CONSULTANT' Swork hereunder, it is understood and agreed that ( a) CONSULTANT has the professional skills necessary to perform the work, (b) CITY relies upon the professional skills of CONSULTANT to perform the work in a skillful and professional manner, and ( c) CONSULTANT thus agrees to so perform.

Acceptance by CITY of the work performed under this Agreement does not operate as a release of said CONSULTANT from such professional responsibility for the work performed. It is further understood and agreed that CONSULTANT is apprised of the scope of the work to be performed under this Agreement and CONSULTANT agrees that said work can and shall be performed in a fully competent manner in accordance with the standard of care applicable to CONSULTANT' Sprofession.

CONSULTANT shall indemnify, defend, and hold CITY, its officers, employees, agents, and volunteers harmless from and against any and all liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused by the willful misconduct or negligent acts or omissions of CONSULTANT, its employees, subcontractors, or agents, or on account of the performance or character of this work, except for any such claim arising out of the negligence or willful misconduct of the CITY, its officers, employees, agents, or volunteers.

It is understood that the duty of CONSULTANT to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance of insurance certificates and endorsements required under this Agreement does not relieve CONSULTANT from liability under this indemnification and hold harmless clause.

This indemnification and hold harmless clause shall apply whether or not such insurance

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
policies shall have been determined to be applicable to any of such damages or claims for damages.
11) Licenses
If a license of any kind, which term is intended to include evidence of registration, is required of CONSULTANT, its employees, agents, or subcontractors by federal or state law, CONSULTANT warrants that such license has been obtained, is valid and in good standing, and CONSULTANT shall keep it in effect at all times during the term of this Agreement, and that any applicable bond has been posted in accordance with all applicable laws and regulations.
12) Business Licenses
CONSULTANT shall obtain and maintain a CITY of Lathrop Business License until all Agreement services are rendered and accepted by the CITY. 13) Termination
Either CITY or CONSULTANT may cancel this Agreement upon 30 days written notification to the other party. Upon termination, or completion of services under this Agreement, all information collected, work product and documents shall be delivered by CONSULTANT to CITY within ten ( 10) calendar days.
14) Funding
CONSULTANT agrees and understands that renewal of this agreement in subsequent years is contingent upon action by the City Council consistent with the appropriations limits of Article XIII ( B) of the California Constitution and that the Council may determine not to fund this agreement in subsequent years.
15) Notices
All contracts, appointments, approvals, authorizations, claims, demands, Change Orders, consents, designations, notices, offers, requests and statements given by either party to the other shall be in writing and shall be sufficiently given and served upon the other party if ( 1) personally served, (2) sent by the United States mail, postage prepaid, ( 3) sent by private express delivery service, or ( 4) in the case of a facsimile transmission, if sent to the telephone FAX number set forth below during regular business hours of the receiving party and followed with two ( 2) Days by delivery of a hard copy of the material sent by facsimile transmission. Personal service shall include, without limitation, service by delivery and service by facsimile transmission.

To City: City of Lathrop
City Clerk
390 Towne Centre
Lathrop, CA 95330
Copy to: City of Lathrop
Department of Public Works

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
390 Towne Centre
Lathrop, CA 95330
MAIN: ( 209) 941- 7430
FAX: ( 209) 941- 7449
To Consultant:
16) Miscellaneous
Freyer & Laureta, Inc.
20863 Stevens Creek Blvd., Suite 275
Cupertino, CA 95014
a) Consent. Whenever in this Agreement the approval or consent of a party is required, such approval or consent shall be in writing and shall be executed by a person having the express authority to grant such approval or consent. b) Contract Terms Prevail. All exhibits and this Agreement are intended to be construed as a single document. Should any inconsistency occur between the specific terms of this Agreement and attached exhibits, the terms of this Agreement shall prevail.
c) Controlling Law. The parties agree that this Agreement shall be governed and construed by and in accordance with the Laws of the State of California. d) Definitions. The definitions and terms are as defined in these specifications. e) Force Majeure. Neither party shall be deemed to be in default on account of any delay or failure to perform its obligations under this Agreement, which directly results from an Act of God or an act of a superior governmental authority. f) Headings. The paragraph headings are not a part of this Agreement and shall have no effect upon the construction or interpretation of any part of this Agreement. g) Incorporation of Documents. All documents constituting the Agreement documents described in Section 1 hereof and all documents which may, from time to time, be referred to in any duly executed amendment hereto are by such reference incorporated in the Agreement and shall be deemed to be part of this Agreement.
h) Integration. This Agreement and any amendments hereto between the parties constitute the entire Agreement between the parties concerning the Project and Work, and there are no other prior oral or written agreements between the parties that are not incorporated in this Agreement.

Modification of Agreement. This Agreement shall not be modified or be binding upon the parties unless such modification is agreed to in writing and signed by the parties.

Ownership of Documents. All documents, photographs, reports, analyses, audits, computer media, or other material documents or data, and working papers, whether or not in final form, which have been obtained or prepared under this

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ` O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Agreement, shall be deemed the property of the CITY. Upon CITY' srequest, CONSULTANT shall allow CITY to inspect all such documents during the CONSULTANT' sregular business hours.
k) Provision. Any agreement, covenant, condition, clause, qualification, restriction, reservation, term or other stipulation in the Agreement shall define or otherwise control, establish or limit the performance required or permitted or to be required of or permitted by either party. All provisions, whether covenants or conditions, shall be deemed to be both covenants and conditions.

I) Severability. The invalidity in whole or part of any provision of this Agreement shall not void or affect the validity of any other provision of this agreement. If a court of competent jurisdiction finds or rules that any provision of this Agreement is void or unenforceable, the provisions of this Agreement not so affected shall remain in full force and effect.
m) Status of CONSULTANT. In the exercise of rights and obligations under this Agreement, CONSULTANT acts as an independent contractor and not as an agent or employee of CITY. CONSULTANT shall not be entitled to any rights and benefits accorded or accruing to the City Council members, officers or employees of CITY, and CONSULTANT expressly waives any and all claims to such right and benefits.
n) Successors and Assigns. The provisions of this Agreement shall inure to the benefit of, and shall apply to and bind, the successors and assigns of the parties. o) Time of the Essence. Time is of the essence of this Agreement and each of its provisions. In the calculation of time hereunder, the time in which an act is to be performed shall be computed by excluding the first Day and including the last. If the time in which an act is to be performed falls on a Saturday, Sunday or any Day observed as a legal holiday by CITY, the time for performance shall be extended to the following Business Day.
p)
q)
Venue. In the event that suit is brought by either party hereunder, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of San Joaquin or in the United States District Court for the Eastern District of California.

Recovery of Costs. The prevailing party in any action brought to enforce the terms of this Agreement or arising out of this Agreement may recover its reasonable costs, including reasonable attorney' sfees, incurred or expended in connection with such action against the non -prevailing party.
17) Notice to Proceed
Prior to commencing work under this agreement, CONSULTANT shall receive a written Notice to Proceed" from CITY. A Notice to Proceed shall not be issued until all necessary bonds and insurances have been received. City shall not be obligated to pay CONSULTANT for any services prior to issuance of the Notice to Proceed. 18) Signatures

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ' O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute this Agreement on behalf of the respective legal entities of the CONSULTANT and the CITY. This agreement shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.

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CITY OF LATHROP - FREYER & LAURETA, INC.

PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE ' O' STREET WASTEWATER PUMP STATION UPGRADE, CIP WW 26-2
Approved as to Form:

Recommended for Approval:

Approved by:

Consultant:

City of Lathrop
City Attorney
Salvador Navarrete Date
City of Lathrop
City Engineer
Brad Taylor Date
City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
Stephen J. Salvatore Date
City Manager
Freyer & Laureta, Inc.
20863 Stevens Creek Blvd., Suite. 275
Cupertino, CA 95014
Fed ID # -
Lathrop Business License #
Signature Date
Print Name and Title
Signature Date

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309
F&L Proposal for Professional
Engineering Consulting Services
310

FL FREYER
LAURETA, INC.

Civil Engineers — Surveyors — Construction Managers
Angel Abarca, P. E., Project Engineer
City of Lathrop, Public Works Department390
Towne Centre Drive
Lathrop, CA 95330
Dear Mr. Abarca,
December 12, 2025
Freyer & Laureta, Inc. (F&L) is pleased to submit this proposal in response to the City of Lathrop' s City) Request for Proposals ( RFP) for Professional Engineering Consulting Services for the O Street Wastewater Pump Station ( CIP WW 26- 22), issued November 14, 2025. We appreciate the opportunity to support the City in advancing this critical capital improvement project, which will address upstream surcharge conditions, improve operational performance, and replace the existing pump station with a reliable long- term facility.

F&L is an established California Corporation ( S - Corp), a Small Business ( SB - Micro), and a Minority Business Enterprise (MBE), providing award -winning consulting engineering services to public and private agencies throughout the Bay Area. For more than 28 years, we have successfully supported municipal and special district clients in delivering potable water, sanitary sewer, and storm drain infrastructure projects. Since our founding in 1997, F&L has served as engineer of record for hundreds of thousands of linear feet of utility improvements along the San Francisco Peninsula, and we have provided construction management and inspection services for a wide range of capital programs.

To support this effort, F&Lis partnered with Crawford & Associates, Inc. (Crawford), who will serve as our Geotechnical Engineering Lead, with advisory support provided by Bonneau Structural) and Confidence Landscaping, Inc. (Landscape Architecture). Their combined expertise complements F&L' s in- house team and ensures a comprehensive, well -integrated approach to the project.

As Executive Vice President of F&L and a licensed professional engineer in the State of California, I will serve cis Principal -in -Charge for the duration of the agreement and am authorized to contractually bind the firm. Over my 28 -year career, I have led numerous capital improvement projects of similar scope across special districts, cities, counties, and state and federal agencies, with a
strong emphasis on urban master planning, utility design, and construction planning. My familiarity with regional infrastructure systems allows me to offer informed perspectives on the challenges and complexities faced by municipalities.

Jeffrey J. Tarantino, P. E., Executive Vice President
20863 Stevens Creek Blvd., Ste. 275, Cupertino, CA 95014 415) 534- 7070 x201 ( O) I ( 650) 619- 3226 (M)
Senior Project Manager Eric Biland, P. E., will serve as Project Manager and project lead. Eric brings extensive experience in the design and delivery of municipal pump station projects throughout California, including wastewater conveyance, hydraulic improvements, and construction - phase engineering support.

FREYER & LAURETA, INC. 1
311
FL
Eric Biland, P. E., QSD/ P, QISP, LEED AP, Senior Project Manager 20863 Stevens Creek Blvd., Ste. 275, Cupertino, CA 95014 408) 516- 1090 x401 ( O) I ( 650) 207-826 (M)

1.) i ;(iaYflEr E1f «it_' ftlC ;i{tk
Our project team looks forward to collaborating with the City to develop tailored, cost- effective solutions to enhance the O Street Wastewater Pump Station. We welcome the opportunity to discuss our proposal further and are available at your convenience for any questions or clarifications.

Very truly yours,
Jeffrey Tarantino, P. E.

Executive Vice President, Freyer & Laureta, Inc.

Eric Biland, P. E.

Senior Project Manager, Freyer & Laureta, Inc.
312
FL

TABLE OF CONTENTS
1 Firm Description 4
2 Work History 6

2. 1 Relevant Project Experience 7

2. Client References 12
3 Key Personnel and Resumes 14

3. 1 Project Team Structure 14

3. 2 Roles & Responsibilities 17
4 Proposed Methodology and Approach 18

4. 1 Project Understanding 18

4. 2 Key Issues & Challenges 19

4. 3 Coordination & Communication Approach 19

4. Quality Assurance & Quality Control 20

4. 5 Subconsultant Integration Strategy 20

4. 6 Risk & Schedule Management 20

4. 7 Proposed Methodology & Scope of Work 21
5 Estimated Project Schedule and Critical Path 28
6 Fee Proposal 31
7 Fee Schedule for Additional Services 33
8 Excluded Services 34
Appendix 35
FREYER & LAURETA, INC.: 3
313
314
FL
1 FIRM DESCRIPTION
Firm Profile
F&L is a California - based civil engineering and surveying firm with more than 28 years of experience delivering water, wastewater, and stormwater infrastructure projects for municipal and special district clients throughout Northern California. Established in 1997, F&Lis a California S - Corporation and a certified Small Business ( SB - Micro) and Minority Business Enterprise ( MBE). Our staff specializes in utility rehabilitation, hydraulic evaluation, pump station design, and the preparation of plans, specifications, and estimates ( PS& E) for capital improvement projects.

F&L' s
engineering expertise spans the full Iifecycle of wastewater collection system improvements, including condition assessment, hydraulic modeling, wet well evaluation, pump selection and configuration, force main integration, and construction staging. Our engineers have served as engineer of record for numerous wastewater conveyance upgrades and have designed or supported construction for hundreds of thousands of linear feet of gravity sewer and force main pipelines along the San Francisco Peninsula. We have extensive experience resolving surcharge conditions, improving pump station operational reliability, and integrating new facilities into older distribution networks.

Our team is experienced in projects involving constrained sites, limited rights -of -way, and active residential or school -adjacent environments. We prioritize early identification of geotechnical, structural, hydraulic, and operational constraints so that design recommendations anticipate constructability challenges and minimize disruptions during construction.

F&L' stechnical approach emphasizes:

Evaluating upstream and downstream hydraulic effects,
Optimizing pump operating levels to avoid surcharge conditions, Ensuring compatibility with existing gravity and force main alignments, Developing practical bypass and sequencing requirements, and Maintaining compliance with regulatory and permitting standards.

F&L maintains formal quality assurance and quality control (QA/C) procedures led by senior engineers with specialized wastewater and pump station experience. Each design submittal undergoes structured technical review to ensure accuracy, internal consistency, and alignment with agency standards. Our in- house civil, structural, and construction engineering capabilities allow us to resolve technical issues early in design and reduce potential changes during bidding and construction.

With deep experience delivering wastewater pump station improvements similar in scale and complexity to the O Street Wastewater Pump Station ( CIP WW 26- 22), F&Lis well equipped to support the City from condition assessment through design development, permitting, bidding, and construction support.

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Firm Facts
Freyer & Laureta, Inc.

F&L Headquarters
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
415) 534- 7070
North Bay Office
505 San Marin Dr., Ste 4220
Novato, CA 94945
415) 534- 7070
East Bay Office
1101 Marina Village Pkwy, Ste 104
Alameda, CA 94501
510) 937- 2310
South Bay Office - Mont to H
20863 Stevens Creek Blvd., Ste 400
Cupertino, CA 95014
408) 516- 1090
1997, California S - Corporation
MBE; SB ( Micro)
36 full- time employees
Richard Laureta, P. E., President, Civil Engineer CA No. 55783 Jeffrey Tarantino, P. E., Executive Vice President, Civil Engineer CA No. 63936 Lorraine Htoo, P. E., LEED AP, Vice President, Civil Engineer CA No. 79542 Josh Kimbrell, P. E., QSD/ P, LEED Green Assoc., Vice President, Civil Engineer CA No. 77666 David Freyer, P. E., Vice President, Civil Engineer CA No. 30060 Eric Biland, P. E., QSD/ P, LEED AP, QISP, Sr. Project Manager, Civil Engineer CA No. 75125 FREYER & LAURETA, INC. 5
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2 WORK HISTORY
F&Lhas provided engineering design, construction management, and construction inspection services for numerous municipal utility projects, including wastewater pump stations, force mains, gravity sewer rehabilitation, and water resources improvements throughout Northern California. Our team has supported cities and special districts on both On - Call and project - specific assignments involving condition assessments, hydraulic evaluations, and capital improvement design. As requested, we have summarized comparable wastewater and pump station projects completed within the last five years on the following pages.

The breadth of F&L' s
experience enables our team to provide the technical expertise necessary to develop reliable, operationally efficient, and cost- effective solutions for municipal wastewater systems. Our recent work includes:

Project Management & Coordination: F&Lroutinely leads multidisciplinary teams and understands the importance of coordinating engineering disciplines, field investigations, utility stakeholders, and agency staff to maintain schedule, budget, and design quality.

Existing Conditions Assessment: Our engineers perform detailed field reviews, hydraulic evaluations, and record drawing analysis to determine system constraints, assess surcharge potential, and identify infrastructure deficiencies that influence design recommendations.

Cost - Effective Engineering Solutions: We develop alternatives that balance hydraulic performance, constructability, long- term operations and maintenance, and project budget. Our team works collaboratively with owners to identify preferred solutions aligned with operational priorities.

Identification and Mitigation of Public Impacts: F&L understands the importance of minimizing construction impacts —particularly in residential areas or near schools such as Lathrop Elementary. We incorporate feasible bypassing, sequencing, and traffic control considerations into design to reduce disruptions to the community. 318
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2, 1 Relevant Project Experience
F&L has provided engineering design, construction management, and construction support services for numerous Bay Area cities and special districts, with a strong emphasis on wastewater collection systems, pump station rehabilitation, hydraulic evaluation, and PS& E development for capital improvement projects. As requested, we have included representative projects completed within the last five years that demonstrate our team' sdirect experience delivering pump station, wet well, and utility infrastructure improvements similar in scope to the O Street Wastewater Pump Station Project.

The breadth of F&L' s
experience allows our team to provide the technical expertise needed to deliver reliable, long- term wastewater facilities that align with municipal standards and operational needs. Our representative project experience highlights our capabilities in:

Project Management & Coordination - F&Lhas led multidisciplinary teams comprising subconsultants, utility agencies, and municipal staff. We are experienced in managing design development, review cycles, and communication across all stakeholders to maintain schedule and ensure technical alignment.

Existing Conditions Assessment - F&L routinely performs field investigations, hydraulic evaluations, and system condition reviews to identify deficiencies and develop practical, constructible rehabilitation strategies for pump stations and sanitary sewer systems.

Cost - Effective, Practical Solutions - We develop project - specific solutions that balance constructability, operational performance, and lifecycle cost while collaborating closely with owners to identify the most appropriate and sustainable improvements.

Minimizing Impacts to the Public and Operations - Pump station work often requires careful staging, bypass planning, and coordination with adjacent properties and the public. We prepare clear, concise design documents that address temporary impacts and support communication with affected stakeholders.
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WBSD Avy Altschul Pump Station
West Bay Sanitary District, Menlo Park, California, 2021- Present Reference: Sergio Ramirez, General Manager, (650) 321- 0384, SRamirez@westbaysanitary. org West Bay Sanitary District' sAvy Altschul Pump Station Project will route additional wastewater flows ( approximately 98, 000 gallons per day) to its Sharon Heights Recycled Water Facility to meet existing recycled water demands and offset potable water currently used for irrigation.

The new pump station, located on Las Lomitas Elementary School District property along Altschul Avenue, includes a wet well, 10- horsepower pump, valve vault, motor control center, and new fencing and access improvements. Approximately 150 linear feet of new pipelines are being constructed to connect the pump station to the existing gravity sewer and force main systems.

Scope & Role:

F&Lis supporting the District through preliminary engineering, design development, and construction coordination for the new pump station. Work includes identification and evaluation of site - specific constraints, hydraulic performance requirements, and utility conflicts to support a
fully integrated design that aligns with operational needs, regulatory requirements, and school - site considerations.

Project management and coordination across all project phases, including preliminary engineering, design, and construction support.

Preliminary engineering analysis, including field survey of the upstream basin, review of existing gravity mains, pump sizing and storage calculations, and development of feasible pump station placement and gravity/ force main connection alternatives.

Pump station design, including project plans, specifications, PG& Eand utility coordination, and preparation of the engineer' sopinion of probable construction cost.

Stakeholder and site coordination with the Menlo Park School District, including mapping services and construction administration support.
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Willow Road Pump Station - Wet Well Rehabilitation & Discharge Piping Replacement West Bay Sanitary District, Menlo Park, California, 2023- Present Reference: Fairborz Heydari, P. E., District Engineer, (650) 321- 0384, fheydari@westbaysanitary. org West Bay Sanitary District is rehabilitating the Willow Road Pump Station to address aging infrastructure, improve operational reliability, and upgrade the facility' s mechanical and
electrical systems. The project includes full wet well recoating, rerouting of gravity lines to a consolidated wet well entry point, and complete replacement of discharge piping from each pump through the existing valve pit. Improvements also include installation of a magnetic flow meter, replacement of the emergency generator, and construction of new wet well and valve vault covers to enhance operator safety.

F&Lis leading engineering design for the rehabilitation and is responsible for system evaluation, utility coordination, and continuity -of -operations planning to maintain pump station functionality during construction. The work requires careful management of site constraints, including proximity to Caltrans right- of- way, interaction with adjacent storm drain systems, and utility conflicts within the existing corridor.

Scope & Role:

Project management and coordination, including schedule oversight, QA/C, and meetings with District staff.

Site investigation and data collection, including topographic survey, gravity and storm drain invert verification, utility research, easement confirmation, and development of a comprehensive AutoCAD base map.

Construction document preparation, including pump station layout refinements, mechanical upgrades, civil and structural improvements, electrical coordination with Natron Engineers, and full PS& E (70%, 90%, 100%).

Permit coordination, including support for approvals from the City of Menlo Park, Caltrans, and associated agencies.

Construction support, including bid assistance, RFI responses, submittal reviews, change order evaluations, site visits, record drawings, and project closeout support.

These improvements will enhance long- term pump station performance, improve safety for maintenance personnel, and ensure regulatory - compliant operation under varying hydraulic conditions.
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Stowe Lane Pump Station Rehabilitation
West Bay Sanitary District, Menlo Park, California, 2023 - Present Reference: Fairborz Heydari, P. E., District Engineer, (650) 321- 0384, fheydari@westbaysanitary. org West Bay Sanitary District is replacing its aging Stowe Lane Pump Station to improve reliability, enhance operational safety, and address long- term capacity needs. The project involves transitioning from an existing dry -pit configuration to a modern submersible pump wet -well FREYER & LAURETA, INC. 9
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system, eliminating confined - space entry requirements and simplifying maintenance. F&L is leading engineering design for the replacement facility while ensuring continuity of operations throughout construction.

The improvement program includes developing a new wet well and duplex submersible pump system, redirecting gravity mains to the new facility, and designing supporting infrastructure such as a new motor control center ( MCC), emergency generator and fuel tank, magnetic flow meter, and safety -grated vault covers. The work also requires phased demolition of the existing pump station building to construct new equipment pads and accommodate upgraded electrical service coordinated with PG& E.

Scope & Role:

F&Lis providing full engineering design, permitting coordination, and construction support for the replacement pump station.

Project management and coordination, including schedule oversight, QA/C, and meetings with District staff.

Site investigation and data collection, including topographic survey, utility research, manhole invert confirmation, and base map development for design.

Construction document preparation, including preliminary pump station layout allowing uninterrupted WBSD operations, full PS& Efor pump station replacement, and design of new electrical, mechanical, and civil components.

Construction consultation, including bid assistance, responses to contractor RFIs, submittal review, change order evaluation, site visits, and preparation of record drawings and closeout materials.

Once complete, the upgraded pump station will improve system reliability, enhance safety for maintenance personnel through removal of dry -pit entry, and ensure the facility is designed to meet future operational demands.
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City of Pacifica Wastewater Collection System Improvements City of Pacifica, Pacifica, California, 2017 - present
Reference: Louis Sun, P. E., Assistant Public Works Dir. - Wastewater ( 650) 288- 6273, Isun@pacifica. gov F&Lprovides ongoing, on - call engineering services spanning planning, evaluation, design, and construction support for the City' s
wastewater collection system. The program' s
cornerstone
is the 2. 1 -MG Wet Weather Flow Equalization Basin ( 2020), delivered to reduce SSO risk and improve wet -weather compliance. Services included flow monitoring and hydraulic modeling to size storage and conveyance, coordination with the RWQCB and CEQA team, full PS& E, bid support, and construction administration ( RFIs, design clarifications, and field reviews). The basin project earned APWA Silicon Valley and ASCE San Francisco Section Project of the Year honors.

Building on the basin, F&Lhas advanced multi -year rehabilitation and replacement efforts:

Crespi Sewer Main Replacement ( CCTV, design, Hwy 1 crossing and state beach lot), Pedro Point Rehabilitation (- 16, 000 LF; PACP- based assessment; pipe -bursting design), and Vallemar Rockaway Beach Rehabilitation (- 38, 000 LF; cleaning/ CCTV; multi -phase design using a combination of point repairs and bursting). Across assignments, we provide PACP- based condition assessment, GIS- linked reporting, constructability reviews, permitting support, PS& E, and construction support, aligning improvements with the City' s CIP and wet -weather
resiliency goals.
1' k' dc, fkC': y
Tracy Recycled Water Expansion - Pump Station & Pipeline Improvements ( Crawford) City of Tracy, Tracy, California, March 2023 - July 2023 Reference: Ilene Macintire, P. E., Senior Civil Engineer, ( 209) 831- 6374, ilene. macintire@cityoftracy. org The City of Tracy' sRecycled Water Expansion Project includes construction of a new pump station and installation of two parallel 30 -inch recycled water pipelines extending approximately 7, 300 feet between the Byron Bethany Irrigation District ( BBID) canal and the Delta -Mendota Canal, with a 24 -inch connection near the Lammers Road Pump Station. The project incorporates multiple trenchless crossings, including a jack -and - bore installation beneath the Union Pacific Railroad ( UPRR), requiring jacking and receiving pits at depths of 12 to 28 feet.

Crawford & Associates provided geotechnical engineering support for the project, including review of prior geotechnical reports, evaluation of subsurface conditions, development of pump station and trenchless- crossing design recommendations, and completion of six exploratory borings to depths of 11 to 43 feet. Their analysis informed allowable bearing pressures for pump station foundations, anticipated settlements for below -grade structures, and key considerations for jack -and -bore construction. Recommendations also addressed trench stability, shoring needs, engineered backfill, and construction sequencing to accommodate varying soil conditions along the alignment.

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Pump Station at Jennings Water Quality Control Plant ( Crawford) City of Modesto, Modesto, California, 2024 - 2025
Reference: William Wong, Director of Utilities, (209) 571-801, wwong@modestogov. com The City of Modesto' s
Jennings Water Quality Control Plant project includes improvements to the pump station intake structure, rehabilitation of the existing SK -3 weir through gate modifications, and construction of a new 10 - foot -diameter wet well founded approximately

20. 6feet below the top of wall. The new wet well will be supported on an 18 - inch -thick, 14 -by -14 - foot mat foundation designed to accommodate varying subsurface conditions.

Crawford & Associates provided geotechnical engineering services that included review of prior geologic and seismic mapping, coordination with the design team, and completion of three exploratory borings to depths of 16. 5 to 41. 5feet. Subsurface materials consisted of interbedded layers of loose to very dense silty sand, clayey sand, and silt that controlled foundation performance and excavation strategies. Laboratory testing included index testing, gradation, density, shear strength, and corrosion evaluations to support design of the new pump station structures.

Scope & Role:

Crawford developed geotechnical design recommendations for:

Wet well and hybrid intake structure foundations, including mat foundation requirements, allowable bearing pressures, lateral earth pressures, and friction coefficients.

Subgrade preparation and fill placement criteria, including compaction, import material quality, and excavation considerations for achieving required foundation depths.

Construction considerations, including OSHA Type C soil shoring recommendations, trench stability, dewatering requirements, and guidance for sequencing excavation and structural installation.

These recommendations supported design of the upgraded pump station facilities and informed constructability planning for below -grade structures at the Jennings Water Quality Control Plant.

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2. References
F&L is proud to maintain long- standing relationships with public agencies across Northern California, many spanning more than 20-5 years. The following references can speak to our team' s responsiveness, communication, and technical performance delivering wastewater, pump station, and utility infrastructure projects similar in scale and scope to the O Street Wastewater Pump Station.

Contact information is current to the best of our knowledge.

REFERENCE 1
Sergio Ramirez, General Manager
West Bay Sanitary District
500 Laurel St., Menlo Park, CA 94025
650) 321- 0384 I sramirez@westbaysanitary. org
REFERENCE 2
Humza Javed, P. E., District Engineer
East Palo Alto Sanitary District
1960 Tate St., East Palo Alto, CA 94303
650) 853- 3130 I hjaved@cityofepa. org
REF ERINC, s
Louis Sun, P. E., Deputy Public Works Director, Wastewater City of Pacifica
155 Milagra Dr., Pacifica, CA 94044
650) 288- 6273 I Isun@pacifica. gov
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3 KEY PERSONNEL AND RESUMES
31 Project Team Structure
Mark Quito
Design Engineer
Jeffrey Tarantino, P. E.

Principal - In - Charge
Eric Biland, P. E.

Project Manager
loana Taropa, E. I.T.

Design Engineer
Jason Feudale
Design Engineer
Richard Laureta, P. E.

QA/C Officer
Tess King, E. I.T.

Design Engineer
Advisors
Confidence - Landscape Architecture
Bonneau - Structural
Christopher Trumbull, G. E.

Geotechnical Lead
F&L has assembled a multidisciplinary team with extensive experience in wastewater system evaluation, pump station design, hydraulic analysis, and PS& Edevelopment for municipal capital improvement projects. The team structure supports clear communication, strong QA/C, and efficient coordination across engineering disciplines and subconsultants.

Jeff Tarantino, P. E. will serve as Principal - in -Charge, providing technical oversight Eric Biland, P. E. will serve as Project Manager, responsible for day- to- day coordination, design management, and communication with City staff.

Supporting F&Lteam members will assist with design calculations, civil plan development, utility coordination, field review, and preparation of design deliverables. Subconsultants will provide geotechnical, structural, and landscape architectural support for components of the new pump station.

Full resumes for all key personnel are provided in the Appendix. All staff identified in this section will remain assigned to the project for its duration unless otherwise approved by the City, ensuring continuity and consistent communication throughout design and implementation.

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3. 2 Roles and Responsibilities
Jeffrey J. Tarantino, P. E. I Principal -In -Charge
Jeff brings more than 28 years of experience delivering complex water, wastewater, recycled water, and stormwater infrastructure projects for public agencies across Northern California.

His work spans master planning, condition assessment, pump station rehabilitation, conveyance system design, and construction - phase engineering support. As Principal - in - Charge, Jeff provides senior oversight, establishes technical direction, and ensures that project objectives align with the City' s operational, regulatory, and long- term system needs.

Jeff' sleadership is grounded in his ability to integrate civil, mechanical, electrical, and geotechnical perspectives into cohesive, constructible design solutions. He has overseen numerous multidisciplinary pump station upgrades and brings strong familiarity with utility coordination, hydraulic performance requirements, permitting pathways, and agency standards. Jeff' s involvement strengthens project clarity, improves decision - making, and reinforces F&L' s commitment to delivering reliable, high -quality engineering services.

Civil Engineer CA No. 63936
Eric Biland, P. E., QSD/ P, QISP, LEED AP I Project Manager Eric is a senior civil engineer with more than 23 years of experience managing and designing wastewater, stormwater, and water infrastructure projects for municipalities throughout the Bay Area. His expertise includes pump station rehabilitation, hydraulic evaluation, collection system improvements, utility relocation, environmental compliance, and construction - phase coordination.

As Project Manager, Eric directs daily project execution, oversees development of PS& E documents, coordinates interdisciplinary design elements, and ensures all work aligns with City standards and operational requirements. He is adept at anticipating constructability challenges, balancing system performance with long- term maintenance considerations, and facilitating clear communication among design teams, operators, and agency staff. Eric' s combination of design depth and practical field experience ensures a smooth, well -managed delivery process from project initiation through bidding and construction support. Civil Engineer CA No. 75125
Richard Laureta, P. E. I QA/C Lead
Rich brings more than 30 years of civil engineering experience delivering water, wastewater, storm drain, and utility infrastructure projects for public agencies across the Bay Area. As President of F&L, he provides senior technical guidance and leads QA/C review for complex capital projects, ensuring that design documents are accurate, constructible, and aligned with agency standards and long- term operational needs.

Rich' s
expertise spans pipeline rehabilitation, pump station improvements, hydraulic and utility system upgrades, and multidisciplinary design coordination. He is known for his strong judgment in evaluating infrastructure constraints, identifying design risks early, and guiding teams toward practical, cost- effective solutions. His deep familiarity with municipal processes, permitting requirements, and inter -agency coordination strengthens project delivery and supports clear, efficient decision - making. Rich' sinvolvement reinforces F&L' scommitment to high -quality engineering and responsive service, providing a strong technical foundation for
the project' sdesign and implementation. Civil Engineer CA No. 55783 FREYER & LAURETA, INC. 15
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Mark Quito I Design Engineer ( Civil — Plans & Estimates) Mark is a civil engineer with experience preparing construction documents, cost estimates, and civil layouts for water, wastewater, and stormwater projects. He develops detailed plan sheets, quantity calculations, and technical specifications, and coordinates with vendors and equipment suppliers to refine design requirements. Mark also supports design workshops, evaluates
estimates.
layout
His methodical
alternatives, and assists with site grading, utility connections, and engineer' s approach enhances the clarity and constructability of PS& E packages.
loana Taropa, E. I.T. I Design Engineer (Mechanical Systems) loana is a mechanical - focused civil engineer supporting the design of wastewater pump stations and associated mechanical systems. Her work includes developing basis - of -design documents, validating pump performance, reviewing hydraulic conditions, and addressing corrosion protection considerations for mechanical components. She contributes to technical memoranda, mechanical layout refinements, and interdisciplinary coordination with structural, civil, and electrical design teams. Ioana' s analytical and detail - oriented approach
helps ensure reliable, maintainable system performance.

Jason Feudale I Design Engineer ( Constructability & O&M) Jason provides design support focused on constructability, installation sequencing, and longterm operations and maintenance considerations for water and wastewater infrastructure.

He evaluates staging needs, bypass requirements, site access constraints, and operational impacts to guide pump station layout and design decisions. With extensive field observation and infrastructure review experience, Jason identifies potential conflicts early and helps ensure design documents are clear, feasible, and aligned with operator needs. His involvement strengthens constructability and reduces risks during installation.

Tess King I Design Engineer ( Electrical & SCADA Integration) Tess supports electrical and control systems design for pump stations and utility infrastructure projects. Her experience includes preparing electrical load summaries, conduit and cable routing, MCC coordination, and SCADA system integration. She develops electrical plan sets, equipment schedules, and system operations considerations, working closely with controls integrators and the civil and mechanical design teams. Tess ensures electrical and automation components are well coordinated, supporting safe, reliable, and efficient facility operations.

Christopher Trumbull, P. E., GE, D. GE I Geotechnical Lead ( Crawford & Associates) Chris is a senior geotechnical engineer with more than 30 years of experience supporting municipal, water, wastewater, and transportation projects throughout California. His expertise includes subsurface exploration, laboratory testing oversight, and development of foundation, shoring, and trenchless installation recommendations for below -grade structures.

He frequently prepares geotechnical design criteria for pump stations, wet wells, and utility pipelines, including guidance on allowable bearing pressures, settlement, lateral earth pressures, and trench stability. Known for his practical communication and collaborative approach, Chris ensures that geotechnical findings are integrated effectively into design decisions and that potential risks are identified and addressed early.

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Key, Personnel & Role Re spot Isibilities
Jeffrey J. Tarantino, P. E.

Principal -In - Charge
Executive oversight; establishes technical direction; risk mitigation; senior coordination with City staff; provides guidance on project approach, deliverables, and
multidisciplinary integration.

Eric Biland, P. E., QSD/ P, QISP, LEED AP
Project Manager
Day- to- day project management; schedule and budget
tracking; task coordination; directing design team efforts; primary City contact; oversight of PS& Edevelopment
and subconsultant coordination.

Richard Laureta, P. E.

QA/C Officer
Leads formal QA/C reviews at each milestone; reviews
calculations, plans, and specifications; ensures technical accuracy, constructability, and compliance with City and industry standards; supports issue resolution.

Mark Quito
Design Engineer (Civil - Plans & Estimates)
Civil
estimates;
plan development;
vendor and equipment
quantity takeoffs
coordination;
and engineer' s
technical workshop support; refinement of site layout
and utility connections.

Ioana Taropa, E. I.T.

Design Engineer ( Mechanical Systems)
Mechanical design support; pump selection and
validation; basis - of -design development; mechanical
layout refinement; corrosion protection considerations.

Jason Feudale
Design Engineer ( Constructability & O&M)
Constructability review; assessment of field constraints; O&M analysis; evaluation of staging and bypass needs;
technical input to optimize long- term operability.

Tess King, E. I.T.

Design Engineer ( Electrical/ SCADA)
Electrical design development; coordination of MCC
and power distribution; SCADA integration support;
preparation of electrical drawings, load summaries, and equipment schedules.

Christopher Trumbull, P. E., GE, D. GE
Crawford & Associates
Geotechnical Engineering Lead
Geotechnical borings; soil characterization; foundation recommendations; trenching/ shoring considerations;
geotechnical support for wet well design.

ItC l , i., ' J il l IE
Bonneau
Structural Advisor
Structural review of pump station components;
coordination of foundation and structural support
elements; review of slab, vault, and equipment support
design.

Confidence Landscaping, Inc.

Landscape Architectural Advisor
Landscape recommendations for the school site;
planting palette and maintenance considerations; visual and site compatibility guidance.

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4 PROJECT UNDERSTANDING & APPROACH

4. 1 Project Understanding
The O Street Wastewater Pump Station is experiencing upstream surcharge conditions and operational limitations that affect the reliability of the surrounding collection system. The existing wet well configuration provides limited storage and minimal operational flexibility, increasing the risk of backups and requiring frequent maintenance interventions. To improve system performance, the City intends to replace the existing station with a modern facility that enhances reliability, accommodates long- term operational needs, and improves overall maintainability.

The proposed pump station site is located on Lathrop Elementary School property, creating specific requirements for access, construction phasing, safety, and minimizing impacts to school operations. The project will require coordination with school staff, careful traffic and safety planning, and design considerations that address aesthetics, noise, odors, and longterm neighborhood compatibility.

F&Lunderstands that the City' s primary objectives are to:

Replace the existing station with a reliable, code -compliant facility Address surcharge conditions through improved hydraulic and pumping capacity Provide a station that is maintainable, safe, and resilient Ensure uninterrupted wastewater conveyance during construction Deliver a
fully coordinated set of plans, specifications, and estimates suitable for bidding and construction
Our approach focuses on developing a
technically sound, constructible design that integrates civil, mechanical, electrical, structural, and geotechnical requirements while meeting City standards and project constraints.
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2 Key Issues and Project Challenges
Hydraulic Performance &
Surcharge Conditions
School Site Constraints
Bypass Pumping Strategy
Geotechnical Conditions
Mechanical - Electrical - Structural
Coordination
Neighborhood & Environmental
Impacts
Addressing the upstream surcharge requires evaluating peak flow conditions, pump selection, wet well geometry, and force main performance to ensure the new station can operate reliably under a range of system conditions.

The project location on school district property introduces limitations on construction access, staging, noise, traffic, and safety. Work windows, equipment routes, and site fencing must be coordinated with school operations.

Maintaining continuous wastewater service during construction will require a carefully developed bypass plan that considers flow variability, emergency contingencies, and physical space limitations.

Ground stability, excavation depth, shoring needs, and
foundational recommendations must be integrated early to avoid redesign later in the process.

Clear integration of pump selection, structural support, MCC placement, standby power considerations, SCADA upgrades, and conduit routing is essential to a
fully functional design.

Construction noise, odors, light, and traffic must be minimized, and mitigation strategies incorporated into the design.

4. 3 Coordination & Communication Approach
Effective communication is central to F&L' sproject delivery approach. Our coordination strategy includes:

Biweekly progress meetings with City staff to review tasks, decisions, and upcoming needs.

Design workshops at key milestones to confirm pump configuration, wet well geometry, electrical design, structural needs, and site layout.

Early and ongoing coordination with Lathrop Elementary School staff, including access control, construction routing, fencing, staging, pedestrian safety, and schedule alignment with school operations.

Utility coordination with PG& E and underground utility owners to determine electrical service requirements and avoid conflicts.

Subconsultant integration, ensuring geotechnical, structural, and landscape inputs are received early and incorporated into design.

Decision tracking and documentation, ensuring alignment across all stakeholders throughout the design process.

Eric Biland, P. E., will serve as the primary point of contact for day- to- day communication, supported by Principal - in -Charge Jeff Tarantino, P. E., for technical oversight.

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4. Quality Assurance and Quality Control
F&Limplements a structured QA/C process designed to ensure technical completeness, constructability, and interdisciplinary coordination. Our QA/C program for this project includes:

Independent milestone reviews led by Richard Laureta, P. E. (QA/C Lead) Discipline -specific reviews for civil, mechanical, electrical, structural, and geotechnical components
Verification of geotechnical recommendations for foundation design, trench stability, shoring, and settlement considerations
PS& Ecompleteness checklists to ensure internal consistency and minimize field conflicts Comment tracking and resolution to document design decisions and ensure all feedback is incorporated
This process will be applied at each major design milestone to provide the City with a well - coordinated, high -quality deliverable set.

4. b Subconsultant Integration Strategy
Crawford & Associates - Geotechnical Engineering: Crawford will provide subsurface investigation, soil characterization, laboratory testing, and geotechnical recommendations for foundations, excavation support, settlement behavior, and trench stability. Their input will be incorporated early into alternatives evaluation and Basis -of -Design development.

Bonneau - Structural Advisor: Bonneau will support evaluation of pump station structural needs, including slab design, equipment support, vault structures, and structural integration with mechanical and electrical components.

Confidence Landscaping, Inc. - Landscape Architectural Advisor: Confidence will provide recommendations for site restoration, screening, fencing, and landscape integration appropriate for the school setting and surrounding neighborhood.

Subconsultants will participate in design workshops, review sessions, and milestone coordination to support cohesive design development.
b Risk & Schedule Management
Key project risks include utility conflicts, equipment procurement lead times, geotechnical uncertainties, bypass pumping constraints, and construction impacts on school operations.

F&L will manage these risks through:

Early verification of baseline assumptions via field investigation and utility research Constructability reviews at each milestone
Identification of long - lead components such as pumps, MCCs, and generators Development of detailed phasing and bypass pumping plans aligned with site constraints and school operations
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Maintaining a risk register reviewed regularly with City staff Integration of City review durations into the project schedule This structured approach supports an efficient design process and reduces downstream construction delays.
4,/ Proposed Methodology & Scope of Work
The surest path to a successful pump station project is a dedicated, experienced staff that has worked together on dozens of rehabilitations and new construction work - especially a team that can deliver a design that is operationally efficient, maintenance - friendly, and integrates seamlessly within a varied sanitary sewer network. We have just such a team that is ready to apply its skill set to address the requirements of the O Street CIP project. Our experienced staff dedicated to this project is excited to take on the design of a new pump station that is integrated with many components of the existing storm sewer. We have developed a proposed approach and scope of work based on our review of the Request for Proposal dated November 14, 2025, and the references noted throughout, including:
2024 Wastewater System Master Plan Amendment
2025 Sewer System Management Plan
1985 O Street Plan and Profile sheet 32
1985 O Street Pump Station sheets 47 and 49
2014 Appendix H Wastewater and Stormwater Pump Station criteria 2007 City Standard Appendices
The O Street pump station is only expected to see a 9%- 13% increase in sanitary flows between 2025 and a 2040 buildout that will see over 50, 000 new residents to the Lathrop area. Despite this small increase to its future operations, the O Street pump station' scurrent operations regularly surcharge the existing upstream gravity main due to the station' sshallow wet well and the required operating levels of the pumps. This proposed capital improvement project is an opportunity to address the existing limitations and improve performance and maintenance operations to a critical segment of the City' ssanitary sewer system.

Sanitary sewer pump stations generally pose a challenging nexus, especially in a residential area:

Odors
Noise
Regular maintenance requirements
Generator operations
Aesthetic considerations
The O Street pump station has the added challenge of being located adjacent to a school, which introduces additional safety concerns, vandalism challenges, and more constrained emergency operations. Fortunately, the City has gathered sufficient information on the current FREYER & LAURETA, INC. 21
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and projected needs of the community served by the O Street pump station to address all these issues as part of the proposed capital improvement work. Our proposed methodology and approach to this project is summarized in the project schedule tasks and subtasks that reflect our understanding of the necessary work and possible improvements to the O Street pump station.

The F&Lteam understands that a successful project will result in:

Hydraulic improvements to provide a pumping capacity and wet well operating volume necessary to convey system flows to the downstream point of connection.

An optimal physical layout and ancillary equipment that will make the operation and maintenance of the mechanical and electrical systems more efficient, resilient, and safe.

Integrated SCADA communications that enable remote diagnostics and managed maintenance operations that can free up significant staff time for other responsibilities while still maintaining a high level of control over the pump station status and operations.

Simplified maintenance operations and a safer built environment that is designed to blend into the neighborhood aesthetics rather than attract unwanted attention.

The F&Lteam has the appropriate pump station experience and relevant project expertise to conduct the necessary engineering studies, develop key improvement plans, and collaborate with all the stakeholders to ensure a successful capital improvement project design. Our goal is to work with the City staff to balance long- term operational risks with capital costs while ensuring the O Street pump station can continue in its role as a crucial sanitary facility.

Scope of Work
The F&Lteam has built its scope around the City' sgeneralized scope of work as presented throughout the RFP. The sub -tasks in the Project Schedule follow a logical progression of work, with the items in red noted as being on the Critical Project Path. While each of the sub -tasks contribute to the final solution of the project, many of them can progress concurrently in order to minimize the project timeline' sextents - keeping in mind that the project improvements will have a significant life cycle orders of magnitude longer than the design and construction phases. We want to design the most efficient and cost- effective solution that will be in service for 50+ years.
1: PROJECT MANAGEMENT
F&L will serve as the overall project lead and primary point of contact. Our project management effort includes correspondence, coordination, schedule tracking, budget tracking, scope tracking, and miscellaneous efforts that do not directly fall under other tasks.

Our monthly invoices will include a brief description identifying the work completed during the billing period, the work anticipated during the following billing period, and any potential risks to the schedule and/ or budget, along with potential mitigation measures.

F&L will prepare for and facilitate a project kickoff meeting with key technical team members and City staff. The kickoff meeting will be held in person and will be coordinated, if possible, with a site walk to observe the existing O Street pump station conditions. The goal of the kickoff meeting is to listen to City staff regarding their experiences with the pump station, note their primary concerns and requests, review the overall project scope, confirm project goals, and FREYER & LAURETA, INC. 22
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establish project communication and review protocols. F&L will prepare the meeting agenda, presentation materials, and meeting minutes.

We propose that our project manager and the City project manager meet biweekly for no more than 30 minutes to review progress, confirm upcoming meetings, and provide an opportunity to identify any project constraints that warrant a focused conversation. The biweekly meetings will be held virtually, and F&L will prepare a brief agenda and minutes as requested through email correspondence.

Deliverables
Kickoff meeting agenda, presentation materials, and minutes Monthly invoices, including brief progress reports
Assumptions
Kickoff meeting will be held in person.

Biweekly progress meetings will be held virtually.

Monthly invoices will be submitted electronically.

IA SI< 2: PUMP STATION CONDITION ASSESSMENT
The purpose of this task is to develop a Basis of Design, including the 30% design, that will validate new pump station parameters along with:

Developing athorough understanding of the project elements, Coordinating the use of each element of the project and Prepare conceptual opinions of probable construction cost estimates for each project element.

The preliminary engineering effort will include:

Review documentation, including as - built plans and previous studies identified by the City:
2024 Wastewater System Master Plan Amendment
2025 Sewer System Management Plan
1985 O Street Plan and Profile sheet 32
1985 O Street Pump Station sheets 47 and 49
2014 Appendix H Wastewater and Stormwater Pump Station criteria 2007 City Standard Appendices
Interview City staff to understand existing conditions at the O Street station regarding the pumps and discuss past or possible facility constraints that could affect operations.

Perform documented field and desktop inspections and investigations as necessary to conduct preliminary engineering to 35% design, including:

Desktop and field analyses to develop potential enhancements for an Essential Facility in accordance with current codes, including the suitability of new pumps and the proposed infrastructure.

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Hydraulic analysis to ensure adequate sizing of the system components and to accommodate any head loss in the Force Main.

Electrical and instrumentation analysis to ensure the infrastructure is available to support proposed modifications to the layout and pump station items.

The F&L team will produce a geotechnical report, a survey base sheet, and recommendations for the layout of the new pump station and any suitable modifications to the existing pump station. The geotechnical report will provide the necessary design criteria to support any proposed structural or seismic included in the appendix of the Basis of Design ( BOD).

F&L will document our engineering evaluations and recommendations in the BOD. The document will include a
summary of site observations, as -built review, maintenance logs review, and engineering analysis completed by the F&Lteam to synthesize, summarize, and opine on all related studies pertaining to the project site and any preliminary studies before this item. The BOD will further define design requirements for the project, including but not limited to the following:

Pump Type & Size: Specify the type of pump and the needed pump capacities.

Valve/ Gating Replacement: Specify type and number needed.

Materials: Detail the required materials for durability and resistance to corrosion and wear.

Power Supply: Define the electrical power requirements (e.g., electrical specifications, backup power needs).

Control Systems: Requirements for integrating pumps into existing System Control and Data Acquisition (SCADA).

Permitting: Considerations to remain within the Categorically Exempt conditions ( BCDC, USACE, SFRWQCB, BAAQMD, etc.)
Constructability & Access: Examine feasibility of removal of existing and installation of new pumps, impeller types, and access to all the equipment and switchgear.

Implementation Phasing: Evaluate and suggest potential project phasing that may lead to cost and/ or schedule efficiencies.

Material Procurement: Identify potential long -lead items, including suggested procurement phasing, to optimize the overall project completion timeline.

Improvement Drawings: Develop 35% design - level construction drawings identifying the proposed improvements.

OPC: Develop OPC format for the proposed improvements.

Deliverables
Base Map
Geotechnical Report
Draft Basis of Design, Including 30% Submittal
Workshop Agenda and Minutes
Final Basis of Design, including 30% Submittal
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Assumptions
Boundary surveys not included
One geotechnical boring will be performed.

SCADA remote monitoring requirements will match existing conditions.

Only an introductory application will be submitted to PG& Eor CARB. The contractor shall be responsible for all other utility contacts or filings.

IASI< 3: PREPARE PLANS, SPECIFICATIONS, AND ESTIMATES
The F&Lteam will develop construction documents for the City' s use in soliciting construction
bids. For the long - lead equipment procurement package, the F&L team will develop technical specifications, conceptual plans, OPCs, and procurement schedules for integration with the City' s
standard specifications, should the City take advantage of long lead time items.

The construction documents for the structural rehabilitation, infrastructure installation, and pump installation will include plans, specifications, OPCs, and construction schedule at 60% submittal, 90% submittal, 100% submittal, and " For Construction" submittals.

Only the technical specification table of contents will be provided as part of the 60% submittal, but our submittal will include any required FEMA language and forms that will be incorporated in the final construction documents package.

We will conduct one additional site visit prior to delivering the 60% submittal. Given the potential changing environment surrounding the project area, it is crucial that the design engineers are confident that the construction documents accurately depict existing conditions.

As part of the 90% submittal, the F&Lteam will review the City' s standard " front- ed"
specifications and modify/ completeas required. Suggested revisions will be provided as redlined " front- ed" technical specifications with the 90% submittal.

Each submittal will include proposed measurement and payment descriptions for each bid item. We will also continue to perform QA/C reviews of all submittals, as described in Task 2.

The F&Lteam will develop and provide a
response matrix form for the City' s
use when providing
written comments. Each subsequent submittal will include the F&Lteams' written responses within the matrix.

The F&Lteam will prepare for and facilitate a design review workshop following the 60% and 90% submittals. We will provide an agenda and presentation materials to facilitate discussion of City questions and comments. Meeting minutes will be provided following each workshop.

The F&L team will review written comments provided by the City on the 100% submittal and provide written response to comments. As the 100% submittal is intended to be a draft bid set, we do not anticipate the need to schedule a workshop with the City to review comments, as all significant comments and questions will have been resolved during the 90% submittal.

Deliverables
Draft Long Lead Procurement Items Package
Long Lead Procurement Items workshop agenda, presentation materials, and minutes Final Long Lead Procurement Items Package, including written response to comments 60% design submittal Plans, Specifications, and Estimates ( PS& E), including construction FREYER & LAURETA, INC. ' 25
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schedule
60% submittal workshop agenda, presentation materials, and minutes 90% design submittal PS& E, including construction schedule and written response to comments
90% submittal workshop agenda, presentation materials, and minutes 100% design submittal PS& E, including construction schedule and written response to comments
Bid Documents
Assumptions
All submittals will be provided in electronic ( PDF) format only; no hard copies.

MS Word format for technical specifications can be provided upon request.

City will provide all comments in writing in matrix format provided by F&L.

If the City determines that a building permifis required, the City will use the 90% design submittal for building permit review, and comments will be provided as part of City comments matrix.

Permit fees, if any, will be paid by the City.
1 ASK 4: BIDDING ASSISTANCE
For the long lead equipment procurement package and upon written authorization to proceed, the F&Lteam will:

Designate an individual familiar with all elements of the Project who will be available to assist City with responses, by telephone, email, mail, or as otherwise appropriate, to inquiries from all prospective suppliers.

Assist City in reviewing and evaluating bids, as requested.

For the structural and mechanical improvement, construction documents, and upon receiving written authorization to proceed, the F&Lteam will:

Designate individual( s) familiar with all elements of the Project who will be available to assist City with responses, by telephone, email, mail, or as otherwise appropriate, to inquiries from all prospective bidders, sub - contractors, vendors, or others concerning the bid documents and with the pre -bid conference. The Designated Individual will attend the pre -bid conference and job site tour.

Prepare up to three addenda for issuance as appropriate to clarify, correct, or change the bidding documents.

Consult with City as to the acceptability of subcontractors, suppliers, and other persons and entities proposed by contractor for those portions of the work as to which such acceptability is required by the bidding documents, as requested.

Assist City in reviewing and evaluating bids, as requested.

Issue City with conform set of plans and specifications following the bid period and before construction begins.

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Deliverables
Preparation of addenda
Bid RFI responses
One Tong lead equipment procurement package bid addendum, including one draft.

Recommendations for award.

Assumptions
All submittals will be provided electronically ( PDF format) only.

City will be responsible for distributing all addenda.

City will be responsible for receiving all bids and distributing bid packages to the F&Lteam for review.

City will be responsible for the final determination of awarding the bid project work. t;4Fz ` ; ENGINEERING SUPPORT SERVICES DURING CONSTRUCTION As requested in the RFP, the F&Lteam will provide construction support. Upon receiving written authorization to proceed, the F&Lteam will:

Assist the City in documenting the physical preconstruction conditions within the construction limits and contractor staging areas using video and still photographs. The visual documentation shall be accompanied by a verbal, recorded, or written description of the conditions prior to construction. Documentation will include, but not be limited to, existing structures, above - grade piping and electrical, markers, curbs, gutters, pavement, and landscaping in the vicinity of the work; and the condition of walls and any visible piping or equipment that may be damaged during construction. Provide all site documentation to the City, including original digital photos.

Attend pre -construction meeting, including preparing meeting agenda and meeting minutes as requested.

Perform up to two site visits during the construction phase, including attending construction progress meetings to observe the condition of the site and progress of the contractor' s
operations.

Review and respond to contractor submittals, requests for information ( RFIs, ASIs), product substitution, and contract change order requests.

F&L will review and mark up each submittal with appropriate comments and return electronic copy to the City.

F&L will monitor the transmittal and review of each submittal provided to the Consultant by the City.

F&L will provide an earlier return of critical submittals to avoid delays to the project.

Maximum turnaround time for submittals and RFIs shall be 15 calendar days. Goals for average turnaround time shall be 10 calendar days.

Review and provide suggestions to the City on all claims of City and Contractor relating to the acceptability of the work or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the work.

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Conduct an inspection and prepare a punch list of deficiencies to be corrected by the Contractor prior to final acceptance of work.

Conduct a final inspection after punch list work has been repaired by the Contractor.

Conduct commissioning support.

Coordinate contractor as- builts and prepare record drawings.

Review, confirm accuracy and completeness, and prepare record drawings based on information supplied by the contractor. Provide one set of reproducible drawings and one set of AutoCAD drawings on a thumb drive.

Deliverables
Submittal review letters
RFI response letters
Change Order review letters
Site visit logs
Punchlist
Final Inspection Checklist
Record drawings
Assumptions
The City or city -designated third party will provide all construction management and inspection services.

All Submittal Review letters, RFI response letters, and change order review letters will be provided electronically ( PDF format) only.

No more than 20 submittals will be reviewed
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5 ESTIMATED PROJECT SCHEDULE
F&L has prepared an estimated project schedule that reflects the scope of work, anticipated review timelines, and the level of coordination required with the City, Lathrop Elementary School, and our subconsultant team. The schedule is designed to maintain steady progress while allowing sufficient time for multidisciplinary development, review, and QA/C at each milestone.

The project will begin with early data gathering, site verification, and a focused assessment of existing hydraulic and operational conditions. This initial phase establishes the technical foundation for the Basis of Design and confirms key assumptions before design development begins. Coordination with the school, utility owners, and Crawford & Associates will occur early in the process to ensure critical information is available at the appropriate points in design.

Following completion of the evaluation phase, F&L will develop the Basis of Design and conduct a design workshop with City staff to review pump configuration, wet well geometry, electrical and SCADA considerations, and site - specific constraints. Input received during this workshop will guide preparation of the Draft PS& E
package.

The Draft PS& Esubmittal includes complete civil, mechanical, electrical, structural, and geotechnical elements, allowing the City to review the full integrated design. After receiving comments, F&L will incorporate revisions, complete our QA/C review, and prepare the Final PS& E package for bidding.

The critical path activities, shown in red text on the schedule matrix, for this effort include:

Completion of geotechnical investigation and receipt of foundation and shoring guidance
Confirmation of pump station layout and Basis of Design criteria Mechanical and electrical system integration, including standby power requirements Development of structural elements for the wet well and above -grade components Preparation and review of the Draft PS& E
package
Incorporation of review comments and completion of the Final PS& E package
These tasks drive the overall project duration and are managed through structured progress meetings, focused decision points, and consistent coordination across all disciplines.

A detailed project schedule, including milestones, review durations, and anticipated completion dates, is provided on the following page.

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ESTIMATED PROJECT SCHEDULE
Task Description Start Date
Duration ( Calendar
Days)
Finish Date
0 Notice to Proceed 2/ 9/026 641 11/2/ 2027
1 Project management

1. 1. 2

1. 3

1. 4
Kick- off meeting 2/ 16/026 0 2/ 16/026
Bi- weekly meetings 2/ 9/026 356 1/ 31/ 2027
Monthly status reports 2/ 9/026 231 9/ 28/026
Internal QA/ OC 2/ 9/026 171 7/ 30/ 226
2 Pump Station Condition Assessment

2. 1

2. 2. 3

2. 4

2. 5

2. 6

2. 7

2. 8

2. 9

2. 10

2. 11

2. 12

2. 13

2. 14

2. 15
Review of City existing tributary sanitary system 2/ 9/026 7 2/ 16/026 Validate new pump station parameters 2/ 9/026 7 2/ 16/026 Site walk with City maintenance staff 2/ 18/026 0 2/ 18/026 Existing condition assessment memorandum 2/ 18/026 16 3/ 6/ 2026 Site topographic survey 2/3/026 21 3/ 16/ 2026
Geotechnical investigation and report 2/ 9/026 34 3/ 15/ 2026 Evaluate existing O Street pump station modifications 2/ 9/026 7 2/ 16/026 Develop Basis of Design for new O Street pump station 2/ 18/026 40 3/0/ 226 Hydraulic review of proposed pump station configuration 2/ 18/026 33 3/ 23/026 Pump station operations: low, average, and peak flows 2/ 18/026 33 3/ 23/026 Operations & maintenance concerns: noise, odor, access 2/ 18/026 33 3/ 23/026 Draft Basis of Design 2/ 18/026 34 3/ 24/026
Draft Basis of Design workshop 3/0/ 226 0 3/0/ 226
City review and comments on Draft Basis of Design 3/0/ 226 14 4/ 13/ 2026 Final Basis of Design 4/ 13/ 2026 11 4/ 24/026
3 Prepare Plans, Specifications, and Estimates

3. 1

3. 2

3. 3. 4

3. 5

3. 6

3. 7

3. 8

3. 9

3. 10

3. 11

3. 12

3. 13

3. 14

3. 15

3. 16

3. 17

3. 18

3. 19
Develop 35% plans in parallel with Basis of Design 2/3/026 35 3/0/ 226 35% Plan review workshop and City comments 3/1/ 2026 14 4/ 14/ 2026 Develop 60% plans and specifications 3/0/ 226 28 4/ 27/026 60% Constructability and maintenance review 4/ 27/026 4 5/ 1/ 2026 60% Bypass staging assessment 4/ 27/026 4 5/ 1/ 2026
60% Plan review workshop and City comments 5/ 4/ 2026 18 5/ 22/026 Suppemental survey and potholing 5/ 22/026 21 6/ 12/ 2026 CEQA categorical exemption 5/ 22/026 0 5/ 22/026
PG& Ewill serve application 5/ 22/026 101 8/ 31/ 2026
CARB generator set application 5/ 22/026 192 11/ 30/ 226 Develop 90% plans, specifications, and estimate 5/ 22/026 35 6/ 26/026 90% Constructability and maintenance review 6/ 26/026 7 7/ 3/ 2026 90% Bypass staging assessment 6/ 26/026 7 7/ 3/ 2026
90% Plan review workshop 7/ 6/ 2026 0 7/ 6/ 2026
90% Structural elements review 7/ 6/ 2026 11 7/ 17/ 2026 90% Plan review workshop and City comments 7/ 20/26 14 8/ 3/ 2026 Develop 100% plans, specifications, and estimate 8/ 3/ 2026 25 8/ 28/026 100% City comments 8/ 31/ 2026 14 9/ 14/ 2026
Submit PS& Ebid documents and bid schedule 9/ 14/ 2026 14 9/ 28/026 FREYER & LAURETA, INC. '. 29
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5 ESTIMATED PROJECT SCHEDULE ( CONY.)
4 Bidding Assistance

4. 1

4. 2

4. 3

4. 4. 5

4. 6
Finalize PS& Ebid documents, bid schedule, and advertise 9/ 28/026 11 10/ 9/ 2026 Participation in pre -bid meeting 10/ 9/ 2026 38 11/6/ 2026 Preparation of addenda 10/ 26/026 21 11/6/ 2026
RFIs 10/ 26/026 21 11/6/ 2026
Bid opening assistance, analyze bid results 11/6/ 2026 2 11/8/ 2026 Recommendation for award 11/8/ 2026 2 11/ 20/26
5 Engineering Support Services During Construction

5. 1

5. 2

5. 3

5. 4

5. 5. 6

5. 7

5. 8

5. 9

5. 10

5. 11
Construction meeting participation 1/ 8/ 2027 0 1/ 8/ 2027 RFIs & ASIs 1/ 8/ 2027 80 3/ 29/027
Submittal reviews 1/ 8/ 2027 80 3/ 29/027
Change order reviews 3/ 29/027 155 8/ 31/ 2027
Review of project schedule and invoices 3/ 29/027 155 8/ 31/ 2027 Site walks and punch list supplement 8/ 31/ 2027 30 9/ 30/ 227 Commissioning support 9/ 30/ 227 29 10/ 29/027
Review of Operation and Maintenance manuals
Review of warranties
9/ 30/ 227 29 10/ 29/027
9/ 30/ 227 29 10/ 29/027
Coordination of contractor as- builts 9/ 30/ 227 29 10/ 29/027 Preparation of record drawings 10/8/ 2027 25 11/2/ 2027 Note: Items and dates in red are on the critical path for delivery of bid documents.

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6 FEE PROPOSAL

BUDGET ESTIMATE POR
0 9x.. 1 0. 957.. 4.6
LLVEs10x SERVICES
SRS
587406360
LABOR ( Naes30)
COST 151
OTNER 015667 LASTS 00T70143E0 LOST ( 21
UNIT ohm UNIT
1$7
II.

MARKUP
TOTAL
COST
OEM
151
SUB
T TALS
9)
E50 Structural Crawford
Mi
cm3
W
00 g
e III
b 1
115 I]5 8o ] 15 10 270 182 : 5 15 175
114. ,•
11t 10c5- 01 meeting
11 Bo - weekly meet,
03 Monthly Maas report
Cl mtemal00 CC
wmald wearNw, 6-Tavel
4 4 2316 1116
15 30 1x] 70 15370

51. x00 1300

55. 760 95. 760
n 30 II 50 4 2 615. au 5wmae4caat 74621 3, 400
r t
n11 RA* d[ iry58eq 22. 222, 655asyrya55
23 a
23 6, 5516 maC67 mantena ce nail
14 bast, en assessment memorandum
23 Sae opoyra3104vaey
14 sec nu ' nymphal antl report
n u a
21 Develop Bawd Ns. 701 new 096eet pump stator,

1. 9 7, ydrau0resre. or$,ro68030np 6atnn coneg1alon
290 Pimp atatton operatmc , a
naKe concern& none. odor, awes, aeahow

2. 12 Ore Bass of Design
293 Draft a 219
114 COT n0eww common. on Drat Budd Design
21 Nu( Baca of De4i5n
6160101411200102146- 70062 9 31 40 74 44 6
51140 51140
4 91435 50435
2,16 1216
2 5 II 8 2 5206 6. 106
2 6 e 4 1 4. 590 LS 94. 500 50 9540
16 31 16 917. 100 LS 1 0000 51. 600 34. 700
e 1 2, 730 1730
4 1, 01 52. 101
a 2 2 92. 430 6].430
840 54. 840
2 4 1 2310 2310
16 24 5 41 11 1. 500 11500
4 2 2 2 2. 600 2400
5,. 043 1. 043
2 5 a 12 6 I 2 2 2 0. 426 58. 426
8 3 16 31 19 6 671967 eslmo4Cot Taal, 2 96. 100
67 650807rc555p ns
33 33. 5 n revaw woenhop andery commena. hm 800 mew
33 Develop 6056 plans a55ap8dunols

3. 4 6044 ltac' iliry. mmanteana, ev.
33 6044 Bypass 41. 8! 16assessment

3. 6 6095 Plan review workshop and CAy 1ommena
31 suppknanA) survey u4p0n0aig
10 CEOA ale4onm.. empuon

3. 5 11483 vial serve, yon
110 CARA 2elappwa[ wn

3. 11 1.ve4 '59055pare50ec6iudan64. 55estimate
312 9095 Conabor0. 0010.4715016ana 164 4.

3. 13 076 Bypass tiling assessment
395 9055 Souaural elements Fewer,
116 9016 Plan revwe workshop 55 Cr, comma,.
317 0evewp100ed4l2$ 05c60em, 6554x1'.' 5
MR 56Otyc mm9nn

3. 19 6460117056624400, 14 is and 2, 6 schedule
Subtotal 10901 Hours- Tusk3
36 2 16 21 2 4 I I 920., 61 20. 161
1 5613 5613
72 e 36 32 , 5 4 2 1, 500 941. 100
2 I 2 3402 63.02
6 2 1 5100 52370
4 1. 980 51. 980
e 8 6 I 790 IS 1 22000 1200 524990
220 5220
4 720 5720
720 9720
64 60 48 24 2 2 I x711 545. 71
I 1 I 0665 51465
4 8 2 I 1055 91855
5296 51. 980
12 4 5. 150 3.,0
4 4 51. 980 50950
2 16 2 12 9 2 I e 2 2 2 1 27, 907 0' 7. 9211

51. 980 50980
e 8 2 2 1 2 1 59. 032 53. 032
5 220 166 162 11 5 2 2 w 1e I I 10 5 1 5, 91396 Estimated cast 7as23 151600 EREYER At MURATA, INC. 31
348
EFEE PROPOSAL ( CONT.)
BUDGET ESTIMATE FOR PROFESSIONAL 0ESIGN SERVICES
O Street Wastewater Pump SIM.

TASKS
2511MAT60
LABOR ( 4899101
TOTAL
lABOR
1051
51 OTHER OINECTCOSTS LS IIMA} EOCOSTIII

OMR ONE/ UNIT
COST
151
10%
MARKUP
151
TOTAL
COST
PER
HEM
IS)
SUB
TOTALS
151
DLL Structural Crawford Confidence
e
s s .,
ao
sa
1 j
VI
i
p
I
5 - 2
V
1 GY
B
O'"
EE
qVq Y
y `
px I H
118 175 180 220 l]5 300 300 08 220 2] 0 182 252 285 325 120 153 315 2] 5

4. 1 Hnlue P553 lad documents. bkschedule. and adverse

4. 2 Pam0patum in pre- bonweting

4. 3 Reparatonoftldenda

4. Ms
43 Bd opening assistance. analyzebd results

4. 60 Recommendation for awed
Subtotal labor Hours- Task 4
6 4 2 52510 2. 510
2 5990 5990
8 6 4 1 3, 635 3. 635
8 4 52. 860 2. 860
2 2 5990 990
2 2 990 990
8 12 22 13 511635 bosomed Cat Tao 512. 000
yn.- II Sir I. 13t iu.. tr. l U,_ u

5. 1 ConArucbn meeting prtwipaton

5. 2 P946 A61s
53 Stdruttal renews

5. 4 Change orderneviews
SS Review of arolectubed2e andmvaces

5.6 Ste walks and punch list supplement
S] Comm Doing support

9. 8 Review of Openao0L and Mwnana140 manual

5. 9 Review of wawan6es
SI0 Coordination of contractor as- buIts

5. 11 Reparation of recorddrar4ngs
50510131 labor Hours- Task5
2 2 5990 5990
16 8 4 56. 290 56. 290
18 24 4 9, 620 59, 620
12 53.] 40 53. 240
8 l 52. 310 2. 310
8 8 53. 960 53. 960
4 8 2 51030 53. 030
2 8 2 53. 066 53. 066
1 I 495 5495
8 1 2310 02310
31 16 1 1 510. 130 10,30
I 8 0 99 33 1 2 45. 941 Earn., Cat Tasks 45, 900
Total Leber Holm 33 298 348 869 250 19 4 2 48 21 56 31 23 5 I 10 14 3 515, 286 Total Estimated Cat 5362, 000 Nobs to Tw8le:
111 Billing rotes forsUboonsulants Includes 1056 markup 21 Es3maled costs arel4undMb the nearest$ 100.

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7 FEE SCHEDULE FOR ADDITIONAL SERVICES
F&L' shourly billing rates for additional services, if requested by the City and not included in the defined scope of work, are provided below. These rates apply to all time - and - materials work performed outside the contracted Tasks and remain valid for the duration of the agreement.

CHARGE RATE SCHEDULF
Professional & Technical Services of Freyer & Laureta, Inc. staff are provided on a fixed fee or an hourly rate basis as follows:

Fixed? I cc
Where a definitive scope of work can be established, many of our clients prefer that a specific fee be agreed upon in advance. Billings are submitted monthly based upon percent complete as of the last accounting day of the month.

HOwly Rc ice
Applicable to Plan Preparation, Design, and Report services where the scope of work must remain open, Freyer & Laureta, Inc. utilizes the following hourly charge rate basis for billing purposes.

Production Aide - Clerical
Drafter I - Technical Typist - Survey Tech II
Drafter II - Word Processor
Engineering Tech I - Drafter III
Staff Engineer I - Engineering Tech II - Survey Tech III Staff Engineer II - Engineering Tech III - Survey Tech IV Staff Engineer III - Senior Engineering Tech
Staff Engineer IV - Survey Tech V - Construction Inspector Associate Engineer - Associate Surveyor ( L.S.)
Senior Engineer - Construction Manager
Senior Construction Inspector
Project Manager - Principal Surveyor ( L.S.)
Senior Project Manager - Principal Surveyor ( L.S.)
Associate Principal
Principal
Forensic Engineering
Deposition & Court Appearance
Subconsultant, Reproduction, Printing, Travel, Mailing & Delivery - Cost plus 10% Interest Charge - Billings are due and payable
within 30 days. A monthly interest charge equal to the
Federal Discount Rate plus 5% will be applied on the
next billing beyond the 30 - day payment period.
2026 Rat(
118
125
135
150
175
180
185
205
220
240
240
255
275
285
300
425
550
The foregoing Charge Rate Schedule is
incorporated into the Agreement for the Services of
Freyer & Laureta, Inc. and may be updated annually.

FREYER & LAURETA, INC. 33
351
352
FL
8 EXCLUDED SERVICES
The following services are not included in F&L' s
scope of work and are not reflected in our
fee proposal. These services may be provided as additional services under a separate authorization if requested by the City:

Environmental Permitting and Studies: CEQA documentation, biological surveys, cultural resource reviews, or environmental permitting ( CDFW, RWQCB, USACE, etc.).

Construction Management & Inspection: Full- time construction inspection, materials testing, contractor oversight, or resident engineering services.

SCADA Programming and System Integration: PLC programming, SCADA interface development, communication system design, and factory or field acceptance testing.

Right - of -Way and Utility Service Applications: Property acquisition, temporary or permanent easements, and PG& Eelectrical service applications or related utility fees.

Additional services not specifically listed above or included in the defined Tasks may be provided upon request under a separate scope and fee.
353

APPENDIX
Resumes
FL
354
Jeffrey J. Tarantino, P. E

EXECUTIVE VICE PRESIDENT
Jeff Tarantino is a civil engineer with 27 years of experience in the planning, design, and construction of municipal infrastructure projects, including wastewater collection systems, pump stations, water transmission facilities, and recycled water improvements.

He has served as project manager, QA/C lead, and Principal -in - Charge for complex utility and conveyance projects throughout the Bay Area, providing leadership in permitting, multi -agency coordination, and the delivery of constructible, resilient solutions Jeff regularly supports clients in navigating technical and regulatory challenges and is recognized for his ability to guide projects from feasibility through implementation within budget and schedule.

RELEVANT A ROJ C' iS
Wastewater Collection & Rehabilitation
City of Pacifica Pedro Point Sanitary Sewer Rehab & Replacement, Pacifica City of San Mateo Sanitary Sewer Rehabilitation, Basin D, San Mateo San Mateo 25th Avenue Sanitary Sewer, San Mateo
WBSD North Bay & Ringwood Ave. Sanitary Sewer Pipeline Project, Menlo Park Treasure Island Sanitary Sewer Collection System Condition Assessment, San Francisco WBSD Belle Haven Phase 3, Menlo Park, CA
Water & Wastewater Conveyance Infrastructure
San Francisco International Airport - Recycled Water System Project, San Francisco SVCW Regional Environmental Sewer Conveyance Upgrade (RESCUE), Redwood City SFPUC Treasure Island Water Resource Recovery Facility, San Francisco Harry Tracy Water Treatment Plant to Town Water Pipeline, Hillsborough North Marin Water District Hydropneumatic Tank Replacement, Novato North Marin Water District Lynwood Pump Station Replacement Novato Coastside County Water District Nunes Water Treatment Plant Upgrades, Half Moon Bay Laguna Honda Hospital Potable Water Tank Replacement Project, San Francisco Wastewater Facility & Site Infrastructure
WBSD Flow Equalization & Resource Recovery Facility Levee Improvements ( FERRF), Menlo Park
City of Pacifica Linda Mar Pump Station Rehab, Pacifica Program & Planning Support
City of Menlo Park On - Call Pipeline Design, Menlo Park North Marin Water District, 2O24 Master Plan, Novato
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in Civil
Engineering
Santa Clara University, Santa
Clara, CA
650) 619- 3226
tarantino@freyerlaureta. com
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
Civil Engineer CA No. 63936
Served as Principal - In -Charge
for for major municipal
infrastructure projects,
providing executive oversight
on more than $100 million in
improvements over the past
decade.

Extensive experience in the
planning, design, permitting,
and construction of civil
infrastructure, including water,
wastewater, and recycled water
systems.

Project Manager for award -
winning utility rehabilitation
projects, including the
Pedro Point Sanitary Sewer
Rehabilitation & Replacement
Project, recognized by APWA
and ASCE.
355
Eric Biland, P. E., QSD/ P,

QISP, LEED AP

SENIOR PROJECT MANAGER
Eric Biland is an experienced water resource manager with over 20 years of experience. His engineering and construction practices background provides clients with technical expertise informed by practical experience in sanitary sewer pump station and bypass design and construction, stormwater, sanitary sewer, potable water systems, FEMA floodplain hydrology and hydraulic analyses, water quality issues, calculations, studies, and reports. CEQA/ NEPA permitting experience includes regularly working with District representatives of the US Army Corps of Engineers, California Department of Fish and Wildlife, and the Regional Water Quality Control Board.

Eric has produced pump station renovation designs, Master Planning documents, reports, computer models, and EIR utility sections for communities in San Francisco, Alameda, the Peninsula, and the Central Valley and currently serves on the East Bay Leadership Council Water & Environment Task Force and the San Francisco Bay Area MRP 3. 0 Provision C. 3. cAlternative Treatment Systems Workgroup.

Infrastructure
i ! E VAI PROJECI. S
Design & Master Planning
WBSD Willow Pump Station, Menlo Park
WBSD Stowe Lane Pump Stations, Menlo Park
WBSD Telemetry Systems Replacement Project, Menlo Park
OAK International Sanitary Sewer Pump Station, Oakland
San Mateo County Coyote Point Sewer System, San Mateo
Treasure Island Master Plan Stormwater & Sanitary Sewer Pump Stations, San Francisco BART HMC Stormwater Master Plan, Hayward
Port of Oakland 7th Street Grade Separation, Oakland
Redwood Shores Sea Level Rise Levee Improvements, Redwood City Alameda FISC East Housing & Bayport Landing, Alameda
City of Milpitas Berryessa BART Parking, Milpitas
Redwood City Simms Metal Port -Based Recycling Center, Redwood City Atherton Channel Creek Stabilization, Atherton
FEMA Flood Control & ESHA Channel Modifications ( Lands of Washwani), Los Altos Creekside Park Sensitive Habitat, Greenbrae
Alpine Hills Tennis Club, Portola Valley
Emerald Glen Park Water Feature, Dublin
Community Park Master Plan, Half Moon Bay
Laurelwood Park Renovation, San Mateo
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in
Environmental Engineering
San Jose State University
408) 516- 1090, x401
biland@freyerlaureta_ com
20863 Stevens Creek Blvd, Ste 275
Cupertino, CA 95014
Civil Engineer CA No. 75125
22+ years in water resources
engineering and construction
Specialized in sanitary, potable,
stormwater & recycled water
systems
Experienced in pump station
design, rehabilitation,
construction for snitary,
stormwater, potable, and
recycled systems
Master planning, hydrologic &
hydraulic modeling, CEQA/ NEPA
Permitting: USACE, CDFW,

RWQCB, FEMA
Expertise in floodplain
management, sea level rise, and
habitat compliance
356
Richard Laureta, P. E

PRESIDENT
Rich Laureta is a civil engineer with over 30 years of experience managing, planning, and designing public infrastructure projects for cities, sanitary districts, and regional utilities. His work spans storm drain systems, potable water improvements, wastewater collection and conveyance, and utility rehabilitation projects.

Over his 28 - year tenure supporting West Bay Sanitary
District, Rich has led numerous capital improvement efforts and provided technical oversight, design coordination, and program management for complex wastewater and drainage
infrastructure. His expertise includes navigating multi - agency processes, delivering constructible designs, and supporting longterm system reliability.

EVANI PROJEC1
Wastewater & Sewer Infrastructure
SFO Recycled Water System Project, San Francisco International Airport City of Pacifica Wet Weather Equalization Basin (2. 1MG), Pacifica Silicon Valley Clean Water RESCU Program, Redwood City
Pump Station Improvements ( Menlo Park, Redwood City, San Carlos, Belmont)
Front of Plant
Gravity Pipeline
City of San Leandro, Wastewater Collection Systems, San Leandro West Bay Sanitary District - District Engineer, Menlo Park East Palo Alto Sanitary District - District Engineer, East Palo Alto Pump Stations/ Wet Weather Infrastructure
Silicon Valley Conveyance System Pump Station Pre - Design, Redwood City Daly City Westlake Pump Station Modifications, Daly City Program & Sewer Capital Planning
Silicon Valley Clean Water Conveyance System Master Plan, Redwood City Silicon Valley Clean Water Conveyance System CEQA ( Environmental Impact Report), Redwood City
Civil Engineers • Surveyors • Construction Managers
Bachelor of Science in Civil
Engineering
California Polytechnic State
University, San Luis Obispo, CA
415) 534- 7070, x102
laureta@freerlaureta. com
150 Executive Park Blvd., Ste 4200
San Francisco, CA 94134
Civil Engineer CA No. 55783
Project Manager for West Bay
Sanitary District projects for 28
years
Over 30 years of experience
in the design, management,
and construction of public
infrastructure, including
storm drain, potable water,
wastewater, and facility
upgrades.

Experienced in providing peer
review and technical oversight
for public agency capital
improvement programs
and complex infrastructure
projects.
357
Mark Quito

SENIOR PROJECT ENGINEER
Mark is a seasoned Civil Engineer with extensive experience in infrastructure design and hydraulics/ hydrology modeling. He has managed and supported a wide range of engineering projects from concept through construction, demonstrating a strong command of technical design, plan preparation, specification development, and multi - agency coordination.

Mark has been responsible for all phases of project delivery, including project management, design execution, construction support, and stakeholder engagement across private, municipal, and state - funded projects. His depth of experience and commitment to quality allow him to effectively lead and support diverse civil engineering efforts.

Representative projects Mark has contributed to include:

RELF'' ANY PRO.) „CI S
Infrastructure Planning & Design
Coyote Point County Park Sanitary Sewer Improvement Project, San Mateo WVSD Curtner Avenue Sewer Extension Project, Campbell
City of Petaluma La Creta Tank Replacement Project, Petaluma City of Santa Rosa, Water Tank Replacement, Santa Rosa
WBSD Telemetry Systems Replacement Project, Menlo Park
WBSD Willow Road Pump Station Rehabilitation Project, Menlo Park Stowe Lane Pump Station Rehabilitation Project, Menlo Park SLVWD Foreman Creek Pressure Break & Filtration Structure, Boulder Creek Pulgas Creek Watershed Study, San Carlos
El Camino Real Stormdrain Improvement Project, Atherton Michelle Mutual Water Company Water Storage Tank Replacement, Redwood Estates
San Mateo Waste Water Treatment Plant Survey Mapping, San Mateo Palo Alto Bayshore Water Meter Replacement, Pato Alto
Pacifica Wet Weather Equalization Basin, Pacifica
San Francisco Doyle Dr. Temporary Wastewater Pump Station Project, San Francisco
Cambria Pump Station, Cambria
Las Gallinas Terra Linda Force Main Access Structure & Miscellaneous Pump Station Improvement, San Rafael
Daly City5B Seismic Performance Improvements, Daily City Foster City Emergency Generator Replacement, Foster City Bachelor of Science in Civil
Engineering
Sacramento State University
408) 516- 1090, x404
c uito@freyerlaureta. com_
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Civil infrastructure planning,
with advanced capabilities
in hydraulics and hydrology
analysis.

Skilled at navigating city,
county, and state processes
to streamline approvals and
project delivery.

Provides critical support during
construction, ensuring design
integrity and field coordination.

Civil Engineers • Surveyors • Construction Managers
358
loana Taropa, E. I.T.

STAFF ENGINEER
loana is a civil engineer specializing in water resources, hydraulic analysis, and stormwater and utility infrastructure design for public agencies throughout the Bay Area. Her work includes planning and design of pipelines, pump stations, telemetry systems, stormwater facilities, and sanitary sewer improvements.

She prepares technical studies, regulatory documentation, and project reports, collaborating closely with municipalities, water districts, and permitting agencies to develop compliant, resilient, and constructible infrastructure solutions. loana' stechnical rigor and coordinated approach contribute to high -quality deliverables across multidisciplinary capital projects.
i? ! EVAN' 1PROJEC1 S
Infrastructure Planning & Design
City of Pacifica Wet Weather Flow Equalization Basin ( WWFEB), Pacifica County of San Mateo Coyote Point Sanitary Sewer Improvements, San Mateo West Bay Sanitary District Telemetry Systems Replacement, Menlo Park WBSD Willow Road Pump Station Replacement Menlo Park
SLVWD Foreman Creek Pressure Break & Filtration Structure, Boulder Creek Bayshore Sanitary District Carlyle Pump Station CIP Report, Redwood City Town of Hillsborough Highline Waterline, Hillsborough
LGVSD Emergency Bypass Structures, San Rafael
LGVSD FM Access Structures, San Rafael
Michele Mutual Water Company Water Tank Replacement, Santa Rosa SVCW SWPPP Inspections, Redwood City
WBSD Stowe Lane Pump Station Replacement, Menlo Park
North Marin Water District, Bahia Pump Station, Novato
Additional Infrastructure Planning & Design
India Basin Redevelopment Street Improvement Plan, San Francisco UCSFAIdea Road Resurfacing, San Francisco
1650 Owens Easement Vacation Applications, San Francisco Bachelor of Science in Civil
Engineering
San Jose State University,
San Jose
408) 516- 1090 x 403
taropa@freyerlaureta. com
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Hydraulic and hydrologic
analysis to support design
of water, wastewater, and
stormwater infrastructure for
public agencies.

Development of utility designs
for pipelines, pump stations,
telemetry systems, and civil/ site
improvements.

Preparation of technical studies,
regulatory documentation,
and project reports to support
permitting and project
compliance.

Civil Engineers • Surveyors • Construction Managers
359
Jason Feudale

COINS I RUCTION & ENGINEERING SERVICES MANAGER
Jason brings over 24 years of experience in civil infrastructure design, utility coordination, and field inspection. His background bridges engineering design and hands- on construction oversight, enabling him to deliver practical, buildable solutions across public works and private development projects. Jason specializes in grading, drainage, utility design, and pump station planning, with extensive experience supporting capital improvement programs and redevelopment efforts throughout the Bay Area.

He has led and supported multidisciplinary design teams, prepared civil plan sets for complex utility and site infrastructure systems, and served as an on - site construction inspector for sanitary sewer, storm drain, and water system installations. His unique combination of design fluency and field expertise ensures constructibility, compliance, and streamlined project delivery across agencies and jurisdictions.

PEI EVANT PROJECTS
Infrastructure Planning & Design
City of East Palo Alto University Ave. & Weeks Street 12 - Inch Water Main, East Palo Alto City of East Palo Alto Woodland Ave, Waterline & Palo Alto Interconnect, East Palo Alto East Palo Alto Sanitary District, 2O25 Master Plan Update, East Palo Alto Town of Los Altos Hills Engineering Analysis ofAdobe Creek Sewer System, Los Altos Hills Mission Bay Development ( Various Private Clients), San Francisco Britannia Development Oyster Point, South San Francisco WBSD Village Square Pump Station & Cervantes Rd. Grinder Pump Force Main, Portola Valley
WBSD, Stowe Lane Pump Station, San Mateo County
City of San Leandro Wicks & Blue Dolphin Pump Stations, Sewer Pipeline Replacement, and Point Repair Projects, San Leandro
City of Palo Alto Foothills Park Maintenance and Parking Lot Improvements, Palo Alto City of Burlingame Neighborhood Storm Drain Projects # 1 & # 2, Burlingame EPASD CIP 2OO7 & 2OO8, 2O1O Sanitary Sewer Improvement Project, East Palo Alto WBSD Illinois Pump Station, East Palo Alto
WBSD Office Building Design, Menlo Park
WBSD Belle Haven Phases I —III Pump Station, Menlo Park WBSD Sausal Vista Sanitary Sewer Pump Station, Menlo Park Stanford University SandHill Road Waterline Replacement ( Phase 1 & 2), Stanford Stanford University Kappa Sigma & Lomita Residences Sewer Replacement, Stanford Bachelor of Science in Civil
Engineering
California State University, Chico
408) 516- 1090, x405
feaudalecafreyerlaureta. com
20863 Stevens Creek Blvd., Ste 275
Cupertino, CA 95014
Contruction inspector for West
Bay Sanitary District, East
Palo Alto Sanitary District, and
erosion Control Inspector for the
town of Portola Valley
Areas of expertise include
construction engineering,
grading, drainage, erosion
control, utility design, and
construction inspection
OSHA # 7410 Managing
Excavation Hazards; MUTCD
Traffic Work Zone
Civil Engineers • Surveyors . Construction Managers
360
Stanford University Residential Housing Area Water Main Replacement ( Basis of Design), Stanford Stanford University Bowdin Storm Drain Replacement, Stanford Stanford University Lomita & Mayfield Water Main Replacement, Stanford Stanford University Upper Mayfield Water& Sewer Replacement, Stanford Stanford University Escondido Lake Water Replacement, Stanford Stanford University Salvatierra Street Sewer Extension, Stanford Stanford University Campus Drive Water Replacement, Stanford Construction Inspection
Town of Portola Valley, Grinder Pump and Sewer Projects (Kebcenell Residence Driveway, Peak Lane, Cervantes Road, Westridge Drive), Portola Valley
West Bay Sanitary District, Sewer Improvements ( Veterans Hospital, Royal Oak, Lane Woods, Heritage Oaks, Morgan Lane I & II, Pope Street Emergency Repair), Menlo Park San Mateo County, Los Trancos Sewer Project San Mateo County Town of Los Altos Hills, 2016 Sanitary Sewer Capital Improvements, Los Altos Hills Villa Del Monte Mutual Water Company, Skyview Tarrance Tank & Chloramine Modification, Santa Cruz County
West Bay Sanitary District, On -call inspection, San Mateo County City of East Palo Alto, Gloria Way Well, East Palo Alto Stanford University, On - call inspection, Stanford
Stanford University, Lasuen Mall Utility Replacement Project, Stanford Los Altos Hills County Fire District, Hydrant Inspection, Los Altos Hills Civil Engineers • Surveyors • Construction Managers
361
Tess King, E. I.T.

STAFF ENGINEER
Tess brings a strong background in Transportation Engineering, Physical and Environmental Geography, and Geographic
Information Systems ( GIS). She has extensive experience in construction management, design support, and technical
documentation, having contributed to multidisciplinary projects ranging from sanitary sewer and stormwater improvements to large- scale site infrastructure and urban design.

Before joining F&L, Tess worked on major construction and mining projects as a Survey Assistant and supported design initiatives including a multi -modal parking facility, light rail transit corridor, and river rehabilitation plan. Her approach emphasizes practical, sustainable solutions and clear communication across project teams.

She currently serves as a Staff Engineer on a
range of public works
and infrastructure assignments throughout the Bay Area.

RELEVANT ANA PROJECTS
Public Works
Silicon Valley Clean Water — Laboratory Replacement, Redwood City Stanford University Cul- De- Sac Water & Sanitary Sewer Replacement, Stanford Atherton El Camino Real Storm water & Drainage Improvements, Atherton SLVWD Foreman Creek Pressure Break, Boulder Creek
East Palo Alto Sanitary District On -Call, East Palo Alto WBSD Plat & Legal Descriptions, Menlo Park & Portola Valley San Carlos Pulgas Watershed Study, San Carlos
Infrastructure
UCSF— Parnassus Campus Fire Water System, San Francisco Revised Side -Wide Paster Plan Conceptual Design & Phase 1 Schematic Design Private), San Francisco
Kelley Foley - 25 Bear Gulch Sewer Annexation, Portola Valley UCSFAldea Road Paving & Sidewalk Repair, San Francisco
Bachelor of Engineering, Civil
Engineering, Transportation
Engineering Specialization
Toronto Metropolitan
University, Toronto, ON
Bachelor of Science in Physics,
Physical & Environmental
Geography, Minor in GIS -
University of Toronto, Toronto,
ON
408) 516- 1090 x 408
kin fr erlaureta. com
20863 Stevens Creek Blvd.,
Ste 275
Cupertino, CA 95014
Public works and private
infrastructure design support
across multiple Bay Area
agencies
Strong technical background
in construction management,
CAD, and GIS applications
Field and design experience in
water, sewer, and stormwater
improvements
Interdisciplinary training
in Transportation
Engineering, Geography, and
Environmental Systems
Civil Engineers . Surveyors • Construction Managers
362

EDUCATION
Masters in Civil Engineering,
Geotechnical Emphasis,
San Jose State University,
1995
BS Civil Engineering, San
Jose State University, 1989

REGISTRATIONS
Civil Engineer, CA # 53710
Geotechnical Engineer,
CA #2492

ORGANIZATIONS
Member, American Society
of Civil Engineers
Geolnstitute
Academy of GeoProfessionals
Association of State Dam
Safety Officials

EXPERIENCE
At Crawford: 6 years
Total: 36 years
Christopher Trumbull, PE, GE, D. Crawford
6 Associates. Inc.

Senior Project Manager °°
j°"
Chris specializes in civil, geotechnical, and environmental consulting and project management services for a variety of clients throughout California and the western US.

Chris also manages large and complex geotechnical projects, including transportation, public works, flood control, hydropower, essential facilities, military, correctional, power, industrial, ports, and other markets. Due to his past experience, he provides state- of- theart quality assurance / quality control on his projects and stresses client communication as the most important factor in creating successful projects.

REPRESENTATIVE PROJECTS
E Lathrop Water Distribution System Improvement Project, City of Lathrop, CA Served as Senior Project Manager for the Geotechnical Report on the East Lathrop Water Distribution System Improvements Project in Lathrop, California, involving extensive replacement and installation of new 8- to 12 -inch PVC water mains. Provided high- level technical review and oversight of field data, laboratory results, and engineering analyses.

Validated conclusions and recommendations for excavation, backfill, and pavement design, with emphasis on mitigating risks associated with loose sandy soils, shallow groundwater, and corrosive conditions.

McKinley Avenue Forcemain Intertie Project, City of Lathrop, CA Project Manager. Managed preparation of a Geotechnical Report for the McKinley Avenue Forcemain Intertie Project in Lathrop, California, involving over 5, 700 feet of wastewater pipeline construction with open -cut and trenchless methods. Oversaw project planning, subsurface exploration, and laboratory testing to ensure timely and accurate deliverables.

Directed field operations and coordinated with drilling subcontractors for 12 exploratory borings. Provided management oversight for geotechnical analyses and recommendations, including trench stability, groundwater control, and soil backfill requirements, addressing challenges such as loose sands and groundwater at excavation depths. Supported the City' s goal of improving wastewater system connectivity with safe, constructible design guidance.

Ducks Unlimited Sutter NWR Lift Station, Sutter County, CA Project improvements include four new pumps with fish screen constructed on a new lift station structure, a new distribution structure and spillway, and 700 -lineal feet of 54 -inch diameter conveyance pipe connecting the new pumps to the distribution structure. This project is utilizing a modified design/ build approach. Chris performed QA/C for the Geotechnical Report, which included recommendations for open- end steel pipe pile deep foundations for the platform, pipe, and ramp supports; and spread and/ or mat foundations for the distribution structure. Developed idealized geotechnical engineering properties and strength/ bearing characteristics of foundation materials; calculated compressive, tension, and lateral resistance for the pump station; and provided recommendations for the distribution box, grading, and pipeline trench stability and backfill. The team also observed foundation installation and provided actual pile capacity based on the Gates Formula.

Notre Dame Road Water Main, Bufte County, CA
Senior Project Manager. Provided Geotechnical services for the installation of a new water main under a creek, connecting to existing water lines on either bank. The project' s objective was to provide geotechnical design and construction recommendations for a trenchless crossing. Services included site reconnaissance, drilling and sampling of two borings, review of nearby historical borings, laboratory testing, and geotechnical engineering analysis. Key issues identified include the presence of very dense sand, gravel, and cobbles above the pipe zone, and hard clay with gravel, very dense clayey sand with gravel, very dense silty sand, and very dense silty gravel with sand within the pipe and casing zone. The contractor was advised to select appropriate trenchless installation methods to prevent settlement and maintain pipe alignment, and to have contingency plans for potential caving or flowing of soil. Groundwater was encountered, requiring dewatering considerations during construction. 363
Christopher Trumbull, PE, GE, D. GE
Plunkett Road Waterline Project, Humboldt County, CA
Senior Project Manager. This project included replacing 2, 800 ft of asbestos cement with an HDPE pipeline. The project also included approximately 600 ft of bypass pipeline that could include trenchless installation. The booster pump station also required improvements. Key geotechnical considerations were liquefaction, pipeline design parameters, foundations for the booster station, and pavements.

City of Angels WWTP Upgrade Clear WeII Removal, Angels Camp, CA Senior Project Manager in charge of a Geotechnical Report to provide recommendations for the removal of existing structures and site preparations. The project includes a new 5 -ft diameter tank, incline plate clarifiers, effluent tank, sludge tank, and press feed pumps, all supported on concrete pad foundations. Performed a field exploration and laboratory testing program and reviewed site seismicity to develop conclusions. Recommendations included removal and processing of on - site soil to reduce differential settlement, grading, fill placement, and compaction.

Jenny Lind Water System Tank A -B Transmission Pipeline, Valley Springs, CA Senior Project Manager in charge of a Geotechnical Report for - 22, 000- If of either Ductile Iron or PVC pipeline constructed using open trench construction. The report includes a review of site geology, a field exploration program with 10 exploratory test borings and seismic refraction study, results of laboratory testing, and seismic design parameters. Key geotechnical considerations associated with design and construction of this project include the excavatability of the dense residual soil and decomposed underlying rock. Estimated the Modulus of Soil Reaction Values and calculated thrust restraint.

Duncan HiII Treated Water Improvements, Placer County, CA Senior Project Manager. Project includes a 12 -inch diameter ductile iron pipeline installed by open trench and trenchless methods and a pipe bridge with spread footings. Key geotechnical considerations include variability of transition depths between residual soil and the underlying rock and the presence of varying degrees of weathering and hardness in the underlying rock along the pipeline alignment. Recommendations include pipe bridge foundations; open -cut and trenchless pipeline sections; tie -down ground anchors; and construction considerations.

San Juan Bautista to Hollister Sanitary Sewer Force Main, San Benito County, CA Senior Project Manager. Provided QA/C services for a geotechnical report to address the planned installation of a 7. 4 - mile, 10 -inch diameter sanitary force main from San Juan Bautista to Hollister, California, which aims to decommission the San Juan Bautista wastewater treatment plant by pumping sewage to the Hollister facility. Provided geotechnical data, conclusions, and recommendations for the open -cut and trenchless pipe installation design aspects of the project. Services included site reconnaissance, drilling 14 exploratory borings, laboratory testing of soil samples, and engineering analysis.

Key geotechnical issues include granular and soft fine- grained soils, potential shallow groundwater, the presence of the San Andreas Fault within the Alquist- Prolo zone, and the design of pipe bridge supports. Mitigation measures are recommended to address fault rupture and soil conditions.

State Route 29 Waterline Replacement, Napa County, CA
Senior Geotechnical Engineer responsible for leading the geotechnical effort for the investigation of the waterline replacement including 2,00 feet of open -cut replacement, 300 feet of trenchless crossing below the railroad tracks, and two box culverts. Subsurface conditions included stiff clay and groundwater around the invert depth. A geotechnical report was prepared with recommendations for thrust blocks, trenchless geotechnical parameters, volume shrink/ swell, and trench bedding and backfill.

Miscellaneous Sewer Rehabs - Project 4 South Geotechnical Investigation, Sacramento County, CA Senior Geotechnical Engineer responsible for performing geotechnical investigations at each of seven rehabilitation project sites where work included line replacement, trenchless crossings, bursting pipe, and manhole replacement. Provided recommendations for excavation support, trench backfill, and trenchless crossings; challenges include drilling in very heavy traffic areas with many underground utilities.

County of Sacramento Airport System - Sacramento International Airport Domestic Water Connection Project, Sacramento County, CA
Senior Geotechnical Engineer responsible for leading the geotechnical investigation for this 3. 5 -mile pipeline and water tanks project. The pipeline was installed primarily by open cut methods with some trenchless crossings at roadways, I-5, and canals. Two 110 -foot diameter ( 1. 4 million gallon) tanks with a booster station were constructed for storage and, due to the soft soil conditions, they were supported on a driven pile foundation system. The project also included a building for the booster station and asphalt paving. Soft clays and high groundwater were the primary concerns.

WBSD Flow EQ & Resource Recovery, West Bay Sanitary District, Menlo Park, CA Senior Project Manager. Prepared a Geotechnical Memorandum for a new outfall consisting of twin 24 -inch pipelines beneath a raised levee and future site development. Work addressed a site underlain by soft Bay Mud with variable fill, assessing settlement, temporary slope instability, groundwater, and corrosion potential. Services included site reconnaissance, exploratory boring, laboratory testing, subsurface characterization, and geotechnical analysis to support design recommendations for levee grading, shoring, dewatering, and trench stabilization. 364
Peter Bonneau PE
peterbonneaupe( agmail. com.
508- 826- 1466
Education and Licensure
Professional Civil Engineer in the State of California, License # 81545 B. S. Civil/ Environmental Engineering, UMass Lowell- 3. 908 GPA ( 2010) B. F.A. (concentration in painting), UMass Amherst- 3.70 GPA ( 2002) Software
AutoCAD and AutoCAD Civil 3D, Microstation, ArcGIS, HEC- RAS, SWMM, Hydraflow, Projectwise, RISA, Adobe/ MS Office
Experience
Peter Bonneau PE, Structural Design Inc. Richmond CA ( October 19 -Current) President of S -Corp providing residential and commercial structural engineering services in the Bay Area.

Projects span the gamut from new to existing structures, including restorations, remodels, and additions.

Providing designs to satisfy current building codes, including IBC, NDS, ACI, AISC, and ASCE.

Drafting a full set of structural plans and details for building permit submittal.

Providing a complete set of structural calculations for plan check review.

Consulting during construction phase of projects.

Performing structural observations and special inspections.

WRECO, Walnut Creek and Oakland CA (Aug 17- Oct 19)
Drafted plans, profiles, and details in AutoCAD Civil 3D and Microstation for drainage systems, utilities, and open channel systems for Caltrans, BART and multiple local agencies. Civil 3D skills include but are not limited to creating and modifying surfaces, alignments, profiles, and grading. Also proficient in creating and modifying styles.

Modeled and designed urban and highway storm water systems using HEC- RAS, Hydraflow, and SWMM software.

Created maps and perform watershed analyses with ArcGIS.

Designed/ drafted pump stations in Microstation and AutoCAD Civil 3D.

Drafted technical reports and memos, including assisting with drainage reports, stormwater reports, and preliminary cost estimates.

Provided CAD support for BART tunnel sections.

Assisted with a city- wide storm water drainage system analysis using ArcGIS for a local municipality. Compiled a city- wide database of existing watersheds and drainage features for further analysis and maintenance purposes. Provided data sheets for each site including maps, site photographs, descriptions of existing features and recommendations for improvement. Assisted project manager with final storm drain master study.

Stillwater Sciences, Berkeley CA (Aug 15 — Jan 17)
Created existing, proposed, and cut -fill surfaces and drafted grading plans in AutoCAD Civil 3D for multiple river restoration projects and pond and culvert installations. Drawings included site plans, profiles, sections, planting plans, and details.

Drafted parcel plot plans in AutoCAD Civil 3D and ArcGIS for multiple private landowners in Humboldt County.

Performed hydrological flow calculations and sized culverts for various public and private road assessment projects.

Modeled restoration project reaches in HEC- RAS, using USGS StreamStats data and CAD channel crosssection geometry, to determine channel velocity and shear values. 365
Drafted basis of design reports for permitting of aquatic habitat enhancement treatments and river restoration projects, including the design of large woody debris structures.

Drafted tech memos, soils reports, and water resource protection plans for private cultivation and road assessment projects in Humboldt County.

Analyzed annual monitoring data and drafted an extensive monitoring report to evaluate the impact of gravel mining and report on trends of sediment storage in the Russian River.

Developed a calculator to determine the total anchorage necessary to stabilize in -channel large woody debris structures.

Professional development training in Esri ArcGIS.

Kevin Donahue Structural Engineer, Berkeley CA ( June 10 — Aug 15) Designed new and existing residential and public structures to satisfy current building codes, and managed projects through to completion. Projects included new construction, restorations, and remodels/ additions.

Designed and analyzed wood, steel, and concrete/ CMU structures using the latest IBC, NDS, ACI, AISC, and ASCE codes.

Drafted structural plans and details in AutoCAD.

Analyzed structures under gravity, soil, and lateral loads, including wind and seismic, and compiled a complete set of structural calculations for plan check review.

Provided consultation during construction phase of projects.

Performed structural observations and special inspections.

Streamlined design process using MathCAD and Excel spreadsheets.

FlowWest LLC, Oakland CA ( Nov 10- June 13)
Drafted site, grading, recreational and planting plans and details for multiple, river -restoration, fish -passage, and dam -removal projects in AutoCAD Civil 3D.

Created existing three- dimensional topographical models in AutoCAD Civil 3D, graded models to create proposed conditions, and cut cross -sections at designated river stations to increase the accuracy of HEC- RAS/ hydraulic modeling. Data sources included LIDAR and survey points collected at different times and by different organizations in multiple data formats.

Performed cut/ fill earthwork calculations in Excel and Civil 3D.

NOAA Restoration Center, Narragansett RI ( Internship May 09 - Aug 09) Researched hydrological principles of dam removal and the impact on local, diadromous fish species.

Used HEC- RAS to model existing and post -dam removal conditions at Kenyon Industries Dam, Pawcatuck River, RI.

Collected soil samples and ran grain -size and bulk -density analyses at URI Soils Lab.

Presented research findings and predictions in a technical paper and PowerPoint presentation at a symposium in Silver Spring MD, NOAA headquarters.

Academic Recognition
NOAA Hollings Scholarship 2008, 2009 ( full scholarship) Dean' sGold Metal ( Graduated with highest GPA in Civil/ Environmental Engineering Dept.) UMass Lowell Scholarship Fund 2009
Academic Engineering Endowment Scholarship 2009
Bertram Berger Memorial Fund Scholarship 2009 ( Boston Society of Civil Engineers Section/ ASCE) Francis McKone Scholarship Endowment Fund 2008
Member of Tau Beta Pi and Chi Epsilon National Engineering Honor Societies Dean' slist 2007 - 2009
366

FL FREYE
LAURE

HEADQUARTERS
T
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Suite 4200
San Francisco, CA 94134
415) 534- 7070
INC.

EAST BAY
1101 Marina Village Pkwy.

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Alameda, CA 94501
510) 937- 2310

NORTH BAY
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367

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ITEM 4. 16

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: RATIFY CITY MANAGER' S APPROVAL OF THE

PURCHASE OF AN AUTOMATIC TRANSFER SWITCH

FROM HOLT OF CALIFORNIA FOR THE BOOSTER
PUMP 5 GENERATOR AND APPROVE BUDGET

AMENDMENT
RECOMMENDATION: Adopt Resolution to Ratify City Manager' sApproval of the Purchase of an Automatic Transfer Switch
from Holt of California for the Booster Pump 5
Generator and Approve Budget Amendment
SUMMARY:

The generator at the River Islands Booster Pump 5 ( BP 5) facility provides emergency power for the delivery of potable water and transfer of wastewater. The Automatic Transfer Switch ( ATS) for the BP 5 generator failed.

The ATS automatically switches power from the electrical grid to the generator and prevents back - feeding electricity to the grid. The ATS is essential for the safe, automatic starting and stopping of the generator in the event of a power outage.

The BP 5 generator provides backup power to the pumps that deliver potable water to residents and transferring wastewater to the Consolidated Treatment Facility CTF), replacement of the ATS was necessary on an emergency basis in order to ensure the delivery of the essential services of potable water and waste water.

Accordingly, the City Manager approved the purchase of a replacement ATS on January 12, 2026.

Staff requests that City Council ratify the City Manager' sapproval of the purchase of the ATS from Holt of California in the amount of $ 121, 737 and approve a budget amendment, as detailed in the Fiscal Impact section of this report.

REASON FOR RECOMMENDATION:

The ATS is a critical component required to maintain uninterrupted emergency power to Booster Pump 5, which supports potable water delivery and wastewater transfer for the River Islands area. Without a functioning ATS, the generator must be manually started and isolated from the power grid, resulting in unacceptable delays to the restoration of essential public health and safety services.

The generator and ATS were accepted by the City from River Islands Development on September 12, 2022; therefore, the one- year developer warranty for the ATS has expired.
369
CITY MANAGER' S REPORT PAGE 2
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

RATIFY CITY MANAGER' SAPPROVAL OF THE PURCHASE OF AN AUTOMATIC

TRANSFER SWITCH FROM HOLT OF CALIFORNIA FOR THE BOOSTER PUMP 5 GENERATOR AND APPROVE BUDGET AMENDMENT
FISCAL IMPACT:

The total cost of the ATS was $ 121, 737. A budget amendment is requested to fund this purchase, as outlined below:

Increase Appropriation FY 2025-6
5620-- 450- 2- 0 60, 869
6080- 5- 34- 450- 2- 0 60, 869
ATTACHMENTS:

A. Resolution to Ratify City Manager' sApproval of the Purchase of an Automatic Transfer Switch from Holt of California for the Booster Pump 5 Generator and Approve Budget Amendment
370
CITY MANAGER' S REPORT PAGE 3
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

RATIFY CITY MANAGER' S PURCHASE OF AN AUTOMATIC TRANSFER SWITCH FOR THE BOOSTER PUMP 5 GENERATOR AND APPROVE BUDGET

AMENDMENT
APPROVALS:
4a -4d_ t, z.g.(p
Steven Hollenbeak Date
Assistant Engineer
City Braddaylor ngineer
Cari Ja'
Finance Iir- ctor
Date
2// aoace
Date
Thomas Hedegard Date
Deputy City Manager
2` • Zoz. (,
Michael King Date
Assistant City Manager
S -
Z- Z • 2. 141
Salvador Navarrete Date
City Attorney
Stephen J. Salvatore Date
City Manager
371
RESOLUTION NO. 26-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO RATIFY

CITY MANAGER' SAPPROVAL OF THE PURCHASE OF AN AUTOMATIC TRANSFER SWITCH FROM HOLT OF CALIFORNIA FOR THE BOOSTER PUMP 5

GENERATOR AND APPROVE BUDGET AMENDMENT
WHEREAS, the automatic transfer switch ( ATS) for the Booster Pump 5 generator failed; and
WHEREAS, the ATS is a critical component of the pump station' s emergency
power supply, automatically routing the generator' s power to the facility when needed while preventing the generator from back feeding electricity to the grid; and WHEREAS, the generator and ATS were accepted by the City on September 12, 2022 from River Islands Development, LLC; therefore, warranty on the ATS has expired; and
the one- year developer' s
WHEREAS, due to the risk of interruption to critical potable water and wastewater services, the prompt purchase and installation of a new ATS was required to restore generator functionality; and
WHEREAS, the City Manager approved the purchase of the ATS from Holt of California for $ 121, 737 on January 12, 2026; and
WHEREAS, staff request City Council ratify the City Manager' s approval of the purchase of the ATS for the Booster Pump 5 generator; and WHEREAS, staff request City Council approve a budget amendment as detailed below to pay for the ATS:

Increase Appropriation FY 2025-6
5620-- 450- 2- 0 60, 869
6080- 5- 34- 450- 2- 0 60, 869
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lathrop does hereby ratify the City Manager' s approval of the purchase of the Automatic Transfer Switch from Holt of California for Booster Pump 5 generator; and BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop does hereby approve a budget amendment as detailed above.
372
The foregoing resolution was passed and adopted this 9th day of February 2026, by the following vote of the City Council, to wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney 373

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374
ITEM 4. 17

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: APPROVE PARCEL MAP AND OFFSITE IMPROVEMENT
AGREEMENT WITH CALIFIA, LLC FOR 9 LOTS WITHIN

THE TOWN CENTER DISTRICT OF RIVER ISLANDS
RECOMMENDATION: Adopt Resolution to Approve Parcel Map 25- 04 and Offsite Improvement Agreement with Califia, LLC for
9 Lots within the Town Center District of River
Islands
SUMMARY:

The proposed Parcel Map 25- 04 (PM 25- 04), included as Attachment " E", is located within the Town Center District of Phase 1 for the River Islands Project. Califia, LLC River Islands) is proposing nine ( 9) lots. As required by the City' s subdivision ordinance, approval of the Parcel Map must be accompanied by the approval of an Offsite Improvement Agreement ( OIA), included as Attachment " C", to guarantee specific offsite and onsite improvements associated with the Parcel Map. A Vicinity Map is included as Attachment " B".

Staff recommends City Council approve the proposed PM 25- 04, to be recorded pursuant to the terms of the Escrow Instructions included as Attachment " D", and an OIA with Califia, LLC, by Resolution included as Attachment " A".

BACKGROUND:

The City of Lathrop City Council approved Vesting Tentative Map ( VTM) 3694 on March 27, 2007, and an amended VTM 3694 with updated conditions of approval on June 1, 2015. On February 1, 2016, City Council approved Large Lot Map Tract 3876 for 19 undevelopable parcels. On March 20, 2024, the Planning Commission approved the Town Center Neighborhood Development Plan. On March 25, 2024, the City of Lathrop City Council approved Final Map Tract 4167, creating multi -family and commercial lots within the Town Center District of River Islands. The land for the proposed Parcel Map 25- 04 is within the geographic boundaries of VTM 3694, Large Lot Map Tract 3876, and Final Map 4167.

As required by Lathrop Municipal Code Chapter 16.6, all maps must include an OIA to guarantee specific offsite and onsite improvements.

The total cost of improvements for PM 25- 04 is $ 1, 261, 000, however, a percentage of the improvements have already been constructed and therefore do not need to be guaranteed.
375
CITY MANAGER' S REPORT PAGE 2
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

APPROVE PARCEL MAP AND OFFSITE IMPROVEMENT AGREEMENT WITH CALIFIA, LLC FOR 9 LOTS WITHIN THE TOWN CENTER DISTRICT OF RIVER

ISLANDS
Performance and labor & material securities have been provided with the OIA for PM 25- 04 that guarantee the unfinished improvements in the following amounts:

The Town Center District was annexed into the City of Lathrop CFD No. 2023- 1for maintenance purposes in 2024, as well as CFDs administered by Island Reclamation District ( RD) 2062 and River Islands Public Financing Authority ( RIPFA).

As a precondition to recording the Parcel Map, River Islands must satisfy the Escrow Instructions by depositing necessary sums to guarantee the payment of all fees and providing required documents.

REASON FOR RECOMMENDATION:

River Islands has fulfilled all of the requirements of the City' s subdivision ordinance as listed below:

Documents Status

1. Parcel Map ready for signature Completed

2. Offsite Improvement Agreement Completed

3. Performance Security - Uncompleted Landscaping and
Miscellaneous Improvements Required

4. Labor and Materials Security - Uncompleted Landscaping and Miscellaneous Improvements Required

5. Cash Deposit - Performance and Labor and Materials Security Received

6. Street Improvement, Landscape, Light & Joint Trench Completed

7. Geotechnical Report Completed

8. Agreement for Backbone Improvements and Parks
Agreement for Dedication, Inspection and Guarantee of
Streets and Public Improvements)
Completed

9. Approval of 3rd Amendment to Development Agreement that guarantees creation of CFD for City Maintenance and
Shortfalls, and Guarantee of Developer CFDs for
Developer/ other public agency Maintenance
Completed
376

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

APPROVE PARCEL MAP AND OFFSITE IMPROVEMENT AGREEMENT WITH CALIFIA, LLC FOR 9 LOTS WITHIN THE TOWN CENTER DISTRICT OF RIVER

ISLANDS
PAGE 3

10. Allocation of Water and Sewer capacity Completed

11. Recommendation for approval from Stewart Tract
Design Review Committee Completed

12. Submitted Certificate of Insurance, Tax Letter Completed

13. Submitted Preliminary Guarantee of Title Completed

14. Escrow Instructions Completed

15. PM 25- 04 - City of Lathrop Community Facilities District No. 2023- 1 Annexation
Annexed in
2024
Fees Status

1. Parcel Map plan check fee Paid

2. Improvement Plans - Plan check and inspection fees Paid

3. Sierra Club Settlement fee
To be paid in
escrow if
applicable
FISCAL IMPACT:

There is no fiscal impact to the City as all costs are covered by development fees.

Any shortfalls in the City' s
maintenance and operating costs are covered by the CFDs.

ATTACHMENTS:

A. Resolution to Parcel Map 25- 04 and Offsite Improvement Agreement with Califia, LLC for 9 Lots within the Town Center District of River Islands B. Vicinity Map - Parcel Map 25- 04
C. Offsite Improvement Agreement between the City of Lathrop and Califia, LLC, a California limited liability company, for Parcel Map 25- 04 D. Escrow Instructions for Parcel Map 25- 04
E. Parcel Map 25- 04
377
CITY MANAGER' S REPORT PAGE 4
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

APPROVE PARCEL MAP AND OFFSITE IMPROVEMENT AGREEMENT WITH CALIFIA, LLC FOR 9 LOTS WITHIN THE TOWN CENTER DISTRICT OF RIVER

ISLANDS

APPROVALS
2/3/
Bellal Nabizadah Date
Assistant Engineer
Bra aylor
City Engineer
Date
2/ 3/°Z0
Thomas Hedegard Date
Deputy City Manager
z•y• zozc'
Michael King Date
Assistant City Manager
X2. 6
Salvador Navarrete Date
City Attorney
Z• •
Stephen Salvatore Date
City Manager
378
RESOLUTION NO. 26-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE PARCEL MAP 25- 04 AND OFFSITE IMPROVEMENT AGREEMENT WITH CALIFIA, LLC FOR 9 LOTS WITHIN THE TOWN CENTER DISTRICT OF

RIVER ISLANDS
WHEREAS, the City of Lathrop City Council approved Vesting Tentative Map VTM) 3694 on March 27, 2007, and an amended VTM 3694 with updated conditions of approval on June 1, 2015; and
WHEREAS, on February 1, 2016, City Council approved Large Lot Map Tract 3876 for 19 undevelopable parcels; and
WHEREAS, on March 20, 2024, the Planning Commission approved the Town Center Neighborhood Development Plan; and
WHEREAS, on March 25, 2024, the City of Lathrop City Council approved Final Map Tract 4167, creating multi -family and commercial lots within the Town Center District of River Islands; and
WHEREAS, the land for the proposed Parcel Map 25- 04 (PM 25- 04) is within the geographic boundaries of VTM 3694, Large Lot Map Tract 3876, and Final Map 4167; and
WHEREAS, as required by Lathrop Municipal Code Chapter 16.6, all parcel maps must include an Offsite Improvement Agreement ( OIA) to guarantee specific offsite and onsite improvements; and
WHEREAS, the total cost of the improvements for PM 25- 04 is $ 1, 261, 000; however, a percentage of the improvements have already been constructed and therefore do not need to be guaranteed; and
WHEREAS, Califia, LLC ( River Islands) has provided performance and labor & material securities with the OIA for PM 25- 04 that guarantee the unfinished improvements in the following amounts:

Unfinished Improvement Total: 1,16, 200
Performance Security ( 110% of Unfinished Improvements) Bond No. 0869583
1, 227, 820
Labor & Materials Security ( 50% of Performance Security) Bond No. 0869583
613, 910
and
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date when the improvements are completed; and 379
WHEREAS, prior to acceptance, River Islands will be required to provide a one 1) year warranty bond; and
WHEREAS, the Town Center District was annexed into the City of Lathrop CFD No. 2023- 1 for maintenance purposes in 2024, as well as CFDs administered by Island Reclamation District ( RD) 2062 and River Islands Public Financing Authority RIPFA); and
WHEREAS, River Islands must satisfy the Escrow Instructions, included as Attachment " D" to the City Manager' s Report, by depositing necessary sums to guarantee the payment of all fees and providing required documents.

NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lathrop that the following actions are hereby approved:

1. The Parcel Map 25- 04 is hereby approved as submitted, and recordation with the San Joaquin County Assessor/ Recorder/ County Clerk Office is authorized in substantially the form attached to the February 9, 2026 staff report, once the terms and conditions of the Escrow Instructions, included as Attachment D" to the City Manager' sReport, are met.

2. The City Manager, or their designee, is authorized to execute an Offsite Improvement Agreement with Califia, LLC in substantially the form attached to the February 9, 2026 staff report .
380
PASSED AND ADOPTED by the City Council of the City of Lathrop this Stn day of February 2026 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas
City Clerk
Salvador Navarrete
City Attorney
381
PARCEL 7
TRACT
4167) RI)
GARDEN

FARMS AVENUE PLUMAS
DRIVE
TRACT
3335_ R3) ANDROMEDIA
WAY
TRACT
3333
43 M&P
23)
COT
25 TRACT
4167) R1)

PARCEL A
TRACT
4167) R1)
25- 04
PM BOUNDAR \
PARCEL 6
TRACT
4167) RI)
25- 04

PM BOUNDARY
PARCEL 3
TRACT
4167) R1) /
PARCEL 3
TRACT
67)
PARCEL 4
TRACT
4167) RI)
382

ATTACHMENT

OFFSITE IMPROVEMENT AGREEMENT

BY AND BETWEEN THE CITY OF LATHROP AND

CALIFIA, LLC, CALIFORNIA LIMITED LIABILITY COMPANY
FOR PARCEL MAP 25- 04 - 9 LOTS

RECITALS
A. This Agreement is made and entered into this 9t' day of February 2026, by and between the CITY OF LATHROP, a municipal corporation of the State of California ( hereinafter " CITY") and CALIFIA, LLC, a California limited liability company, (hereinafter " SUBDIVIDER").

B. Pursuant to Division 2 of Title 7 of the Government Code of the State of California and the CITY' s Subdivision Regulations ( City of Lathrop, Code of Ordinances, Chapter 16), SUBDIVIDER is required to make dedications and improve Parcel Map 25- 04 (PM 25- 04).

SUBDIVIDER has completed a significant portion of public infrastructure improvements associated with PM 25- 04 located within the Town Center District of Phase 1 for River Islands, which also includes major streets necessary to access the site. Performance and Labor & Material securities have been provided by SUBDIVIDER that guarantee the unfinished improvements for PM 25- 04, in the amounts shown in Section 8 of this Agreement.

C. SUBDIVIDER has completed a portion of the joint trench improvements for PM 25- 04, and as noted in Recital B, security shall be required for the unfinished portion of these improvements, along with other required infrastructure associated with PM 25- 04. Improvement plans and street light plans have already been approved by the CITY. The street, sidewalk, underground utility, storm drainage, streetlight, and joint trench improvements ( hereinafter Improvements") are substantially completed, and minor improvements not yet constructed as part of the required infrastructure for PM 25- 04 require security as outlined in this Agreement.

NOW THEREFORE in consideration of CITY' s
pending approval and acceptance of the
Improvements upon their satisfactory completion,
construction of Improvements in strict accordance with
and
the terms
in consideration
of this Agreement,
of SUBDIVIDER' s
all applicable
laws, statutes, ordinances, rules and regulations currently in force and effect in CITY, the terms and conditions of which are incorporated herein by this reference, the parties hereto mutually covenant and agree as follows:

1. SUBDIVIDER shall complete construction of, or cause construction to be completed at its sole cost and expense, the Improvements for all of the lots within the Town Center District neighborhood, to the limits identified in Exhibit " A", including the public landscaping, streetlight, and joint trench improvements. A Vicinity Map is included as Exhibit " B". 383
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
All Improvements shall be constructed to the satisfaction and approval of the City Engineer, in a good and workmanlike manner in accordance with the above -referenced improvement plans and specifications, the improvement standards and specifications of the CITY' sDepartment of Public Works, the applicable Ordinances of the City of Lathrop, and the California Subdivision Map Act.

2. SUBDIVIDER shall complete the Improvements, including all deferred and unfinished improvements as defined in this Agreement, prior to issuance of certificate of occupancy of the last building constructed in PM 25- 04, or February 9, 2027, whichever comes first.

3. CITY, or its agent( s), shall, at any time during the progress ofthe Improvements, have free access thereto and shall be allowed to examine the same and all materials to be used therein. Ifthe Improvements or any part thereof are not completed in strict compliance with the standards set forth in Section 1 above, CITY may refuse to accept and may reject the defective Improvements and/ or materials therein.

4. SUBDIVIDER shall secure the services of skilled personnel necessary to construct the Improvements. CITY is not skilled in these matters and relies upon the skill of the SUBDIVIDER to ensure that the construction of the Improvements is in the most skillful and durable manner.

5. CITY' s acceptance of the Improvements does not operate as a release of SUBDIVIDER from any guarantee hereunder.

6. SUBDIVIDER guarantees and warrants that the Improvements shall be constructed in compliance with the standards set forth in Section 1 above, free from any defects in work or labor done and from any defects in materials furnished. Further, SUBDIVIDER shall repair and maintain the Improvements in good condition and in accordance with CITY specifications for one ( 1) year after CITY' s
acceptance of the Improvements. As required by this Agreement, prior to acceptance of the Improvements, SUBDIVIDER shall deposit with the City Engineer a Warranty Bond in the amount of $126,00, equal to 10% of the estimated total cost of the Improvements for PM 25- 04 1, 261, 100) as included in the Engineer' s estimate attached to this Agreement as Exhibit " D," to ensure SUBDIVIDER' srepair and warranty of the Improvements in accordance with the terms of this Agreement. The Warranty Bond shall be released at the end of the one- year guarantee period, provided there are no claims against it then outstanding.

7. If SUBDIVIDER, in whole or in part, abandons the Improvements, or unnecessarily or unreasonably delays construction of the Improvements, or fails to complete construction of the Improvements within the time specified in this Agreement, or fails to repair, replace, or reconstruct any defects as set forth in Section 6 above, CITY may, but is not required to, proceed to complete and/ or repair, replace, or reconstruct the Improvements, either by itself or by contract for such service, and CITY may cause to be forfeited such portion of any security deposited therein as is necessary to cover the costs of completion, repair, replacement, or reconstruction incurred by CITY.

Once action is taken by CITY to complete, repair, replace, and/ or reconstruct the Improvements, SUBDIVIDER shall be responsible for all costs incurred by CITY, even if SUBDIVIDER subsequently completes the work.
384
Offsite Improvement Agreement (Califia, LLC)
Parcel Map 25- 04
The CITY shall have recourse against SUBDIVIDER for any and all amounts necessary to complete the obligations of SUBDIVIDER in the event the security ( including but not limited to any Letter of Guarantee, Certificate of Deposit, cash, bond for performance, labor and materials and repair and maintenance, letter of credit, or cash deposit) therefore is insufficient to pay such amounts. All administrative costs, including reasonable attorney' sfees pursuant to Government Code Section 66499. 4, incurred by the CITY in addition to the costs of the Improvements shall be a proper charge against the security and SUBDIVIDER. In the event it becomes necessary for CITY to bring an action to compel performance of this Agreement or to recover costs of completing such Improvements, SUBDIVIDER shall pay reasonable attorney' sfees, costs of suit, and all other expenses of litigation incurred by CITY in connection therewith.

8. Because the Improvements are not entirely complete, the SUBDIVIDER is required to post Performance and Labor & Materials bonds to guarantee the unfinished improvements associated with PM 25- 04 as included and described in Exhibit " D" of this Agreement. Performance and Labor & Material securities have been provided in the amount shown in Table 1 below.

SUBDIVIDER shall also comply with CITY' Sinsurance requirements set forth on Exhibit " C" attached hereto and incorporated herein.

Table 1— Bond Values
Unfinished Improvement Total: 1,16, 200
Performance Security ( 110% of Unfinished Improvements) Bond No. 0869583
1, 227, 820
Labor & Materials Security ( 50% of Performance Security) Bond No. 0869583
613, 910

9. Any alteration( s) made to the plans and specifications which are a part of this Agreement, or any provision of this Agreement, shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part thereof. The above -referenced sureties hereby consent to such alterations and waive the provisions of California Civil Code Section 2819.

10. Neither the CITY nor any of its officers, employees, or agents shall be liable to SUBDIVIDER and/ or SUBDIVIDER' s
agents, contractors, or subcontractors for any error or omission arising out of or in connection with any work to be performed under this Agreement.

11. Neither the CITY nor any of its officers, employees, or agents shall be liable to the SUBDIVIDER or to any person, entity, or organization for any injury or damage that may result to any person or property by or from any cause in, on, or about the subdivision of all or any part of the land covered by this Agreement.

12. SUBDIVIDER hereby agrees to and shall hold CITY, its elective and appointive boards, commissions, officers, agents, and employees ( collectively, "Indemnitees") harmless from any liability for damage or claims which may
contractors, subcontractors, agents, or employees'
arise
operations
from SUBDIVIDER
under this Agreement,
and/ or SUBDIVIDER' s
whether such
operations be by SUBDIVIDER or by any SUBDIVIDER contractors, subcontractors, or by any one or more persons directly or indirectly employed by or acting as agent for SUBDIVIDER or 385
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
any of SUBDIVIDER' scontractors or subcontractors. SUBDIVIDER shall, at its own cost and expense, defend any and all actions, suits, or legal proceedings of any type that may be brought or instituted against CITY and the Indemnitees on any claim or demand of any nature whatsoever and pay or satisfy any judgment that may be rendered against CITY and the Indemnitees in any such action, suit, or legal proceeding resulting from or alleged to have resulted from SUBDIVIDER' sperformance or non- performance of its duties and obligations under this Agreement, or from the negligent act or omission of itself, its agents, contractors, representatives, servants, or employees. The promise and Agreement to indemnify and hold harmless set forth in this section is not conditioned or dependent on whether or not any indemnity has prepared, supplied, or approved any plan or specification in connection with this work or subdivision, whether or not any such indemnity has insurance or indemnification covering any of these matters.

CITY does not and shall not waive any rights against SUBDIVIDER which it may have by reason of the aforesaid hold harmless Agreement because of the acceptance by CITY of any deposit with CITY by SUBDIVIDER. The aforesaid hold harmless Agreement by SUBDIVIDER shall apply to all damages and claims for damages of every kind suffered or alleged to have been suffered by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not CITY has prepared, supplied, or approved plans and/ or specifications for the subdivision.

13. Neither SUBDIVIDER nor any of SUBDIVIDER' s
agents, contractors, or subcontractors
are or shall be considered to be agents of CITY in connection with the performance of SUBDIVIDER' sobligations under this Agreement.

14. Prior to acceptance of the Improvements by the City Council, the SUBDIVIDER shall be solely responsible for maintaining the quality of the Improvements and maintaining safety at the project site. The SUBDIVIDER' sobligation to provide the Improvements shall not be satisfied until after the City Engineer has made a written determination that all obligations of the Agreement have been satisfied and all outstanding fees and charges have been paid, and the City Council has accepted the Improvements as complete. The CITY and SUBDIVIDER have formed Community Facilities Districts ( CFD No. 2023- 1, RD 2062, and RIPFA) to finance maintenance and improvements. The CITY expects to preserve the ability to use future special taxes of the CFD for payment of the cost of acquisition of the Improvements, which may require that acceptance of improvements by CITY be subject to the provisions of an acquisition Agreement to be entered into by the CITY and SUBDIVIDER providing that CITY expects to be paid or reimbursed acquisition costs through future CFD special taxes. SUBDIVIDER shall cooperate to facilitate such method of acquisition.

15. SUBDIVIDER shall pay service fees for utility services from the time the Improvements are accepted by the CITY to the end of the fiscal year, or up to a one (1) year period, whichever is needed to ensure an opportunity for the Improvements to be included in the next fiscal year annual assessment.

16. SUBDIVIDER shall sweep streets within the subdivision every two weeks as directed by the City Engineer on all streets where lots are occupied and all streets providing access to occupied lots until the Improvements are accepted by the CITY.
386
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04

17. SUBDIVIDER shall not assign this Agreement without the prior written consent of CITY.

If such consent is given, the terms of this Agreement shall apply to and bind the heirs, successors, executors, administrators, and assignees of SUBDIVIDER, and any heirs, successors, executors, administrators, and assignees of the SUBDIVIDER and shall be jointly and severally liable hereunder.

18. The SUBDIVIDER shall, at the SUBDIVIDER' s
expense, obtain and maintain all
necessary permits and licenses for construction of the Improvements. Prior to the commencement of Improvement construction, the SUBDIVIDER shall obtain a City of Lathrop Business License.

The SUBDIVIDER shall comply with all local, state, and federal laws, whether or not said laws are expressly stated in this Agreement.

19. This Agreement and any amendments hereto comprise the entire understanding and Agreement between the parties regarding the Improvements to be constructed and dedications for PM 25- 04.

20. The following miscellaneous provisions are applicable to this Agreement:
a. Controlling Law. The parties agree that this Agreement shall be governed and construed by and in accordance with the laws of the State of California. b. Definitions. The definitions and terms are as defined in this Agreement. c. Force Majeure. Neither party shall be deemed to be in default on account of any delay or failure to perform its obligations under this Agreement, which directly results from an Act of God or an act of a superior governmental authority. d. Headings. The paragraph headings are not a part of this Agreement and shall have no effect upon the construction or interpretation of any part of this Agreement. e. Incorporation of Documents. All documents referred to herein and all documents which may, from time to time, be referred to in any duly executed amendment hereto are by such reference incorporated herein and shall be deemed to be part of this Agreement.
f. Modification of Agreement. This Agreement shall not be modified or be binding upon the parties unless such modification is agreed to in writing and signed by the parties.
g. Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is void or unenforceable, the provisions of this Agreement not so affected shall remain in full force and effect.
h. Successors and Assigns. Except as otherwise expressly provided herein, the provisions of this Agreement shall inure to the benefit of, and shall apply to and bind, the successors and assigns of the parties.
387
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
i. Time of the Essence. Time is of the essence of this Agreement and each of its provisions. In the calculation of time hereunder, the time in which an act is to be performed shall be computed by excluding the first Day and including the last. If the time in which an act is to be performed falls on a Saturday, Sunday or any Day observed as a
legal holiday by CITY, the time for performance shall be extended to the following Business Day.

J. Venue. In the event either party brings that suit hereunder, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of San Joaquin.

ATTACHMENTS:

EXHIBIT A

EXHIBIT B

EXHIBIT C

EXHIBIT D
PARCEL MAP 25- 04
PARCEL MAP 25- 04 AREA

CITY INSURANCE REQUIREMENTS
PARCEL MAP 25- 04 UNFINISHED IMPROVEMENTS AND FULL

IMPROVEMENTS COST ESTIMATE
388
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 9th day of February 2026, at Lathrop, California.

ATTEST: TERESA VARGAS
City Clerk of and for the City
of Lathrop, State of California
CITY OF LATHROP, a
municipal corporation of the
State of California
BY: BY:

Teresa Vargas
City Clerk
Date Stephen J. Salvatore Date
City Manager

APPROVED AS TO FORM BY THE CITY OF LATHROP CITY ATTORNEY BY:

Salvador Navarrete
City Attorney
Date
389
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04

SUBDIVIDER
Califia, LLC,
a California limited liability company
BY:

Susan Dell' Osso
President
390
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
EXHIBIT " A"
PARCEL MAP 25- 04
391

OWNER' S

STATEMENT

THEUNDERSIGNED,
DOES
HEREBY
STATE
THAT
THEY
ARE

THE OWNERS
OF
OR
HAVE
RECORD
PILE

INTEREST
IN
THE
LAND

DELINEATED
AND

EMBRACED
WITHIN

THE EXTERIOR

BOUNDARY
LINE
OF

THE HEREIN

EMBODIED
PARCEL
MAP,

CONSISTING
OF

EIGHT (
8)

SHEETS,
AND

WEHEREBY

CONSENT
TO

THE PREPARATION
AND
FILING
OF
THIS
PARCEL
MAP
IN

THE OFFICE
OF

THE COUNTY

RECORDER
OF

SAN JOAQUIN

COUNTY,
CALIFORNIA .

THE
REAL

PROPERTY

DESCRIBED
BELOW

ISDEDICATED
AS

ANEASEMENT

FOR PUBLIC
PURPOSES:
1 TO
THE
CITY
OF

LATHROP

FOR PUBLIC

WAY RIGHT- OF

PURPOSES,
THOSE

PORTIONS
OF
SAID
LANDS

DESIGNATED
ON
SAID
MAP
AS
SUTTER
GOULD
WAY,

COMMERCIAL
PLACE,
PARCEL
A

AND PARCEL
A,
AND
THE
1 (
ONE)
FOOT

WIDENING

OFSOMERSTON

PARKWAY,
AS
SHOWN
ON
THIS
PARCEL
MAP.

2. A

NON- EXCLUSIVE

EASEMENT
TO
THE

CITY LATHROP, OF

TOGETHER
4118
THE
RIGHT

TOCONSTRUCT,

RECONSTRUCT,
REPAIR
AND

MAINTAIN,
POLES,
WIRES,
CABLES.

PIPES,
AND

CONDUITS
AND
THEIR

APPURTENANCES
UPON ,
OVER
AND
UNDER

THE STRIPS
OF
LAND
AS
SHOWN
ON
THIS
PARCEL
MAP

DESIGNATED
AS "
RUE" (
PUBLIC

UTILITY
EASEMENT).

3. A

NON- EXCLUSIVE

EASEMENT
TO
THE
CITY
OF

LATHROP,

FOR PUBLIC
ACCESS
AS
SHOWN
ON
THIS
PARCEL
MAP

DESIGNATED
AS " A. E" ( P.

PUBLIC
ACCESS
EASEMENT).

TO
ENSURE

MUNICIPAL
WATER

SERVICES
TO
ALL
LOTS
SHOWN
UPON
THIS
FINAL
MAP,

ALL GROUND
WATER
RIGHTS
THAT

THEUNDERSIGNED
MAY
HAVE
WITHIN

THE DISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY

ARE DEDICATED
TO
THE
CITY
OF LATHROP.OWNER

INTENDS

TOSUBDIVIDE
THE
LAND

SUBJECT
TO
THIS
MAP
WITH
ANY
AND

ALL RIPARIAN
RIGHTS
OR
OTHER
WATER

INTERESTS
TO
WHICH

THE SUBJECT
LAND
IS

ENTITLED

THEREIN

APPURTENANT

ORRELATING
TO
THE
LANDS,

WHETHER
SUCH
WATER
RIGHTS
SHALL

BERIPARIAN, LITTORAL, OVERLYING,

PERCOLATING,

PRESCRIPTIVE,

ADJUDICATED,

STATUTORY
OR CONTRACTUAL. OWNER
DOES
NOT
INTEND
BY

THERECORDATION
OF
THIS
MAP
TO
SEVER

THE RIPARIAN
RIGHTS
OF
THE

SUBJECT
LANDS
WITHIN

THE BOUNDARIES
OF
THIS
MAP
OR

THE SURROUNDING

PROPERTIES,
OWNERS: RIVER

ISLANDS
STAGE
1,
LLC,
A

DELAWARE

LIMITED

LIABIUTY

COMPANY,
AS
TO
PARCEL
4 OF
TRACT
3836 (
42 MAP
94)

CALIFIA,
LLC,

ACALIFORNIA

LIMITED COMPANY, LIABILITY
AS
TO
PARCEL
1 AND
PARCEL
5 DF
TRACT
4167 (
44 MAP
94)
BY: NAME.

SUSAN

DELLCSSO
DATE
ITS:

PRESIDENT

TRUSTEE' S

STATEMENT

OLD REPUBLIC
TITLE
COMPANY.

ACALIFORNIA

CORPORATION,
AS

TRUSTEE,
UNDER
THE
DEED
OF
TRUST

RECORDED

SEPTEMBER
19,
2024,

ASDOCUMENT
NUMBER
2024- 079836,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN
COUNTY.

DATED
THIS
DAY
OF
202 . ACKNOWBY NAME: ITS:

LEDGEMENT

CERTIFICATE (

TRUSTEE)
A
NOTARY
PUBLIC
OR
OTHER

OFFICER

COMPLETING
THIS

CERTIFICATE

VERIFIES
ONLY
THE

IDENTITY
OF
THE

INDMDUAL
WHO
SIGNED
THE

DOCUMENT

TOWHICH
THIS

CERTIFICATE
IS

ATTACHED,
AND
NOT
THE

TRUTHFULNESS,

ACCURACY,
OR

VALIDITY
OF
THAT
DOCUMENT.

STATE

OFCALIFORNIA
COUNTY
OF
SAN

JOAQUIN
j
ON .
202
BEFORE
ME
A
NOTARY

PUBLIC,

PERSONALLY

APPEARED
W
HO
PROVED
TO
ME
ON
THE
BASIS

OFSATISFACTORY

EVIDENCE
TO
BE
THE

PERSON( S)
WHOSE

NAME( S)

IS/ ARE

SUBSCRIBED
TO
THE
WITHIN

INSTRUMENT,
ACKNOW
AND
LEDGED
TO
ME
THAT

HE/ SHE/ THEY

EXECUTED
THE
SAME

INHER/ THEIR HIS/

AUTHORIZED

CAPACITY( IES),
AND
THAT
BY

HIS/ER/ THEIR

SIGNATURE( S)
ON
THE

INSTRUMENT
THE

PERSON( S),
OR
THE
ENTITY
UPON
BEHALF

OFWHICH
THE

PERSON( S)
ACTED,

EXECUTED
THE
INSTRUMENT.

CERTIFY
UNDER

PENALTY

OFPERJURY
UNDER
LAWTHE
S
OF
THE
STATE

OFCALIFORNIA
THAT
THE

FOREGOING

PARAGRAPH
IS
TRUE
AND
CORRECT. W
ITNESS
MY
HAND:

SIGNATURE: NAME (
PRINT):PRINCIPAL
COUNTY
OFBUSINESS:

MYCOMMISSION
NUMBER:

MYCOMMISSION
EXPIRES:

PARCEL
MAP
25 -
04 -
PM
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER
NORTH
A

PORTION

OFRANCHO

ELPESCADERO,
BEING

ASUBDIVISION

OFPARCELS
1 AND
5 OF
TRACT
4167 (
44 M&P
94),
AND
PARCEL
4 OF
TRACT
3836 (
42 MAP
84),
CITY
OF

LATHROP,
SAN

JOAQUIN

COUNTY,

CALIFORNIA

JANUARY
2026 Westwood Phone ( 209)
671. 1765
1165
Sceni
c
Drive,
S
uit
A e
Modest
CA
95350o, westwoodps. com
Westwood
Professional
Servic Ies, nc.

CITY

CLERK' S

STATEMENT
I,
TERESA

VARGAS,
CITY
CLERK
OF
THE
CITY
OF

LATHROP,
STATE

OFCALIFORNIA,

DOHEREBY
STATE
THAT
THE
HEREIN

EMBODIED
MAP
ENTITLED "
PARCEL
MAP
25 -
04 -
PM ", CONSISTING
OF

EIGHT (
8)

SHEETS,
THIS

STATEMENT
WAS

PRESENTED
TO
SAID
CITY
COUNCIL .

ASPROVIDED
BY
LAW,
AT
A

MEETING

THEREOF,
HELD
ON
THE _
DAY
OF
2026
AND
THAT
SAID
CITY

COUNCIL

DID THEREUPON
BY

RESOLUTION
NO .

DULY
PASSED
AND

ADOPTED
AT
SAID

MEETING,

APPROVE
SAID
MAP,
AND

AUTHORIZED

ITSRECORGATON,

AND HEREBY

ACCEPTS
ON
BEHALF
OF
THE
CITY
OF

LATHROP,
FOR
PUBLIC
USE,
THE

DEDICATION
OF
ALL
PUBLIC

UTILITY

EASEMENTS,
THE

DEDICATION
OF

ALL PUBLIC
ACCESS

EASEMENTS,
THE

DEDICATION
OF
THE
GROUND
WATER
RIGHTS
AND
THE
OFFER

OFDEDICATION
OF
SUTTER
GOULD
WAY,

COMMERCIAL
PLACE,
AND
THE
1 (
ONE)
FOOT

WIDENING

OFSOMERSTON

PARKWAY,
PARCEL
A
AND
PARCEL
B
AS
SHOWN
ON
SAID
PARCEL
MAP

SUBJECT
TO
THE

IMPROVEMENTS
BEING

COMPLETED

INACCORDANCE
WITH

CHAPTER
16,
TILE

16. 20
OF
THE
CITY
OF

LATHROP

MUNICIPAL
CODE.

ALSO,

PURSUANT
TO

SECTION
66434( G)
OF

THE CALIFORNIA

SUBDIVISION
MAP
ACT,
THE
COY
OF

LATHROP
DOES
HEREBY

ABANDON
A

PORTION
OF
RIVER

ISLANDS

PARKWAY

ASACCEPTED
ON
THE
FINAL
MAP

ENTITLED
TRACT
4167 "
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER "
PLED
APRIL
24,
2024
IN
BOOK
44 OF
MAPS
AND
PLATS,
PAGE
94,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
A

PORTION
OF
THE
PUBLIC
ACCESS

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2016- 061416,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
AND
A
PORTON
OF
THE
PUBLIC
ROAD
WAY

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2019- 070950,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,

ASDEPICTED
IN

DETAILS
E
AND
F
ON
SHEET
7 HEREIN;
AND
THE
CITY
OF

LATHROP
HEREBY

ABANDONS
THE
P. U E
W
ITHIN
PARCEL
1 BETWEEN

RIVERFRONT
DRIVE
AND
GARDEN
FARM
AVENUE
AS
SHOWN
ON
SAID
TRACT
4167
FINAL
MAP
AND

DEPICTED
ON
SHEET
3 HEREIN .

FURTHER
STATE
THAT
ALL
BONDS

ASREQUIRED
BY
LAW

TOACCOMPANY
THE
WITHIN
PARCEL
MAP
HAV
E
BEEN

APPROVED
BY
THE
CITY

COUNCIL
OF

LATHROP
AND
FILED
IN
MY
OFFICE.

TERESA
VARGAS
CITY
CLERK
AND
CLERK
OF
THE
CITY

COUNCIL
OF
THE
CITY

OF LATHROP,
COUNTY
OF
SAN

JOAQUIN,
STATE

OFCALIFORNIA
ACKNOW

LEDGEMENT

CERTIFICATE (

OWNER' S)
A
NOTARY
PUBLIC
OR
OTHER

OFFICER

COMPLETING
THIS

CERTIFICATE

VERIFIES
ONLY
THE

IDENTITY
OF
THE

INDIVIDUAL
WHO
SIGNED
THE

DOCUMENT

TOWHICH
THIS

CERTIFICATE
IS

ATTACHED,
AND
NOT
THE

TRUTHFULNESS,

ACCURACY,

ORVALIDITY
OF
THAT
DOCUMENT .

STATE

OFCALIFORNIA
3 COUNTY
OF
SAN

JOAQUIN
ON ,
202
BEFORE
ME,
A
NOTARY

PUBLIC,

PERSONALLY

APPEARED
WHO
PROVED
TO
ME
ON
THE
BASIS

OFSATISFACTORY

EVIDENCE
TO
BE
THE

PERSON( S)
WHOSE

S) NAME(

IS/ ARE

SUBSCRIBED
TO
THE
WITHIN

INSTRUMENT,
AND

ACKNOWLEDGED
TO
ME
THAT

SHE/ THEY H/

EXECUTED
THE
SAME
IN

HIS/ER THEIR

AUTHORIZED

CAPACITY( IES),
AND
THAT
BY

HIS/ER/ THEIR

SIGNATURE( S)
ON
THE

INSTRUMENT
THE

PERSON( S),
OR
THE
ENTITY
UPON
BEHALF

OFWHICH
THE

PERSON( S)
ACTED,

EXECUTED
THE

INSTRUMENT,
I

CERTIFY
UNDER

PENALTY

OFPERJURY
UNDER
THE
LAWS
OF
THE
STATE

OFCALIFORNIA
THAT
THE

FOREGOING

PARAGRAPH
IS
TRUE
AND
CORRECT.

WITNESS
MY
HAND:

SIGNATURE: NAME (
PRINT):PRINCIPAL
COUNTY
OFBUSINESS:

MYCOMMISSION
NUMBER:

MYCOMMISSION
EXPIRES:

COMMUNITY

DEVELOPMENT
THIS
MAP

CONFORMS
TO

VESTING

TENTATIVE

COMMISSION
AND

APPROVED
BY
THE
CITY
DATED
THIS
DAY
OF ,

RICARDO

CACUTAT,

COMMUNITY

DEVELOPMENT
CITY
OF

LATHROP
CITY

ENGINEER' S

STATEMENT
I,
BRAD
R.

TAYLOR ,
HEREBY
STATE
THAT
I

SUBDIVISION
SHOWN
HEREON
IS

TENTATI
VE
MAP,

IFREQUIRED,
AND
ANY
THAT
THIS
PARCEL
MAP

COMPLIES
WITH
ALL
THE

LATHROP

MUNICIPAL
CODE
OF
AT
THE
TIME

OFAPPROVAL
OF
THE

TENTATIVE
DATED
THIS
DAY
OF
BRAD
R.

TAYLOR,
R. C E
92823
CITY

ENGINEER
OF
THE
CITY
OF

LATHROP,

RECORDER' S

STATEMENT
FILED
THIS
DAY
OF
IN
BOOK
OF
PARCEL
MAPS,
AT

REPUBLIC
TITLE
COMPANY.

FEE: $
STEVE
J. BESTOLARIDES ,

ASSESSOR -

RECORDER -
COUNTY
CLERK
SAN

JOAQUIN
COUNT
Y,

CALIFORNIA
392
CITY

SURVEYOR' S

STATEMENT
I,
DARRYL
A.

ALEXANDER,
HEREBY
STATE
THAT
I
HAVE

EXAMINED
THIS
PARCEL
MAP
AND
I

AMSATISFIED
THAT
THIS
PARCEL
MAP

ISTECHNICALLY
CORRECT .

DATED
THIS
DAY
OF
DARRYL
A.

ALEXANDER
P. L. S
5071
ACTING
CITY

SURVEYOR SURVEYOR' S

STATEMENT
2026 .

THIS
MAP
WAS

PREPARED
BY
ME
OR
UNDER

MYDIRECTION
AND
IS
BASED
UPON
A
FIELD
SURVEY

IN CONFORMANCE
WTH

THEREQUIREMENTS

OF SUBDINTHE
SION
MAP
ACT
AND
LOCAL

ORDINANCE
AT
THE

REQUEST

OFCALIHA,
LLC,

ONDECEMBER
2024.

I
HEREBY
STATE
ALL

THE MONUMENTS
ARE
OF
THE

CHARACTER
AND
OCCUPY

THE POSITIONS

INDICATED
OR
THAT
THEY
WLL
BE
SET
IN
THOSE

POSITIONS
BEFORE

SEPTEMBER
1,
2026,
AND
THAT

THE MONUMENTS
ARE,
OR
THAT
THEY
WILL

BE, SUFFICIENT
TO
ENABLE
THIS
SURVEY
TO

BERETRACED,
AND
THAT
THIS
PARCEL
MAP

SUBSTANTIALLY

CONFORMS
TO
THE

CONDITIONALLY

APPROVED

AMENDED

VESTING

TENTATIVE
MAP.

DATED
THIS
DAY
OF
2026.

WI
LLIAM
M.

KOCH,
P. L. S
NO
8092

RECITALS RIGHT
TO
FARM
STATEMENT:

PER
CITY
OF

LATHROP

MUNICIPAL
CODE

OFORDINANCES,
15, TITLE

CHAPTER

15. 48. 04,
THE
CITY
OF

LATHROP

PERMITS

OPERATION

OFPROPERLY

CONDUCTED

AGRICULTURAL

OPERATORS
WITHIN
THE
CITY

LIMITS,

INCLUDING
THOSE
THAT

UTILIZE

CHEMICAL

FERTILIZERS
AND
PESTICIDES.

YOU

ARE HEREBY
HOTBED
THAT

THE PROPERTY
YOU
ARE

PURCHASING
MAY
BE

LOCATED
CLOSE

TOAGRICULTURAL
LANDS
ANDOPERATIONS.

YOU
MAY
BE

SUBJECT
TO

INCONVENIENCE

ORDISCOMFORT

ARISING
FROM
THE
LAWFUL

AND PROPER
USE

OFAGRICULTURAL

CHEMICALS
AND

PESTICIDES
AND
FROM
OTHER

AGRICULTURAL

ACTIVITIES,

INCLUDING
WTHOUT

LIMITATIONS,

CULTIVATION,

PLOWING,

SPRAYING,

IRRIGATION,

PRUNING,

HARVESTING,

BURNING

OFAGRICULTURAL
WASTE

PRODUCTS,

PROTECTION
OF
CROPS
AND

ANIMALS
FROM

DEPREDATION,
AND
OTHER

ACTIVITIES
W
HICH
MAY

GENERATE
DUST,
SMOKE,
NOISE,
ODOR,

RODENTS
PESTS. AND
BE
AWARE
ALSO,
THAT
THIS

PROPERTY
MAY
BE

LOCATED

ADJACENT

TOAGRICULTURAL

OPERATORS

OUTSIDE
THE

CITY' S
JURISDICTION.

CONSEQUENTLY,

DEPENDING
ON

THE LOCATOR
OF
YOUR

PROPERTY,
IT
MAY

BENECESSARY
THAT
YOU

BEPREPARED
TO
ACCEPT
SUCH

INCONVENIENCES

ORDISCOMFORT
AS
NORMAL
AND

NECESSARY
ASPECT
OF
LINING
IN

ANAGRICULTURALLY

REGION,ACTIVE
2,
A
SOILS
REPORT
ENTITLED "

GEOTECHNICAL

EXPLORATION,
RIVER

ISLANDS
PHASE
1,

LATHROP,
CALIFORNIA" ,

REFERENCED
AS

PROJECT
5044. NO.

5.000.8

AND DATED

DECEMBER
17,
2018,
HAS
BEEN

PREPARED
FOR
THIS

PROJECT
BY
ENGEO,

INCORPORATED,
J.

JOSEF

TOOTLE,
G. E.

NO.
2677,
AND
IS
ON
FILE
WITH
THE
CITY
OF
LATHROP.

3. PARCEL
MAP
25 -
04 -
PM,
RIVER

ISLANDS -
PHASE
1,
TOWN
CENTER
NORTH,

CONTAINS
9 NUMBERED

PARCELS

CONTAINING

27. 158
ACRES,
MORE
OR
LESS,
AND
2 LETTERED

PARCELS

CONTAINING

0. 107
ACRES,
MORE
OR
LESS,
AND

ROADWAYS
THAT
ARE
BEING

DEDICATED
BY
THIS
FINAL
MAP
WHICH

INCLUDE

1. 513
ACRES,
MORE
OR
LESS
AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
BELOW):
25 -
04 -
PM
AREA

SUMMARY
STREET

DEDICATIONS
513 1.

ACA

PARCELS
1 -
9 27. 158
ACX

PARCELS
A &

0. B
107
AC3

28. TOTAL
778
ACA
4 BASED
ON

INFORMATION

CONTAINED
IN

THE PRELIMINARY
TITLE

REPORT,
ORDER
NUMBER
1214023865- LR, (

AMENDED
VERSON
3)
DATED

NOVEMBER
26,
2025,

PROVIDED
BY

OLD REPUBLIC
TITLE
COMPANY.

EASEMENT

ABANDONMENT
NOTE
A

PORTION
OF
RIVER

ISLANDS

PARKWAY

ASACCEPTED
ON
THE
FINAL
MAP

ENTITLED
TRACT
4167 "
RIVER

ISLANDS -
PHASE
1 CENTER"
TOWN
FILED
APRIL
24,
2024
IN
BOOK
44 OF
MAPS
AND
PLATS,
PAGE
94,

OFFICIAL

RECORDS
OF
SAN

COUNTY , JOAQUIN
A

PORTION
OF
THE
PUBLIC
ACCESS

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2016- 061416,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
AND
A
PORTON
OF
THE
PUBLIC

ROADWAY

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2019- 070950,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,

ASDEPICTED
IN

DETAILS
E
AND
F
ON
SHEET
7 HEREIN , AND
THE
U. P.

WITHIN
PARCEL
1 BETWEEN

RIVERFRONT
DRIVE
AND
GARDEN
FARM
AVENUE
AS
SHOWN
ON
TRA
SAID
CT
4167
FINAL
MAP
AND

DEPICTED
ON
SHEET
3 HEREIN.

ARE
HEREBY
ABANDONED.

PLEASE
REFER
TO
THE
CITY

CLERK' S

STATEMENT
ON 1.

SHEET
PARCEL
MAP
25 -
04 -
PM
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER
NORTH
A

PORTION

OFRANCHO

ELPESCADERO,
BEING

ASUBDIVISION

OFPARCELS
1 AND
5 OF
TRACT
4167 (
44 MAP
94),
AND
PARCEL
4 OF
TRACT
3836 (
42 M&P
84),
CITY
OF

LATHROP,

SAN JOAQUIN

COUNTY,

CALIFORNIA

JANUARY
2026 Westwood Phon
e (
209)
571 .
1765
1165
Scenic
Driv
S
uite e, A
Modest
o,
CA
95350
westwoodps. com
Westwood rof P
essional S
ervi Inc.es,
LINE
AND
CURVE
TABLES
FOR

COURSES
SHOWN
ON
SHEET
3 ONLY
LINE
T
ABLELINE # DIRECTION
LENGTH
LT
N35° 52'
76"E

42. 2'
L2
N 71°
44'
32"
E

83. 37'L3
N74.
18' 15
E
139, 88'
L4
N60°
29'1' W

35. 23'
LS
N 74°
18'
15"
E

56. 00'
LB
N
29° 30' E

35. 48'
L7
N74°
18'
15'
E
64 33'
L8
N70°
18'
19" E
110. 59'
L9
N
87 .
0028'
E
72182'
L10 N86°
39' 07" W

40. 58'
L17
N76°
12'9"
E
4040'
L12 N45°
25' 49" W
3549'
113
N 3°
53'
00"
E
4142'
114 N26° 32'
11" W
4591'
LIS N15°
16' 58" W
134. 81'
L16
N7° 31'
09"
W

59. 22'
17 N15° 76'
58" W

79. 98'
L78 Nil° 4
07" W4'

91. 54'
L19
N 31° 2927"
E
3643'
L20
N 15°
16' 58" W

72. 00'
L21 N74° 43'
02" E
142
00'
LINE
TABLE
LI
NE #

DIRECTION
LEN
GTH L22
N60 °
76' 58 "
W
35 .
36'
L23N74 °
43' 02" E

80. 0'
L24
6/ 29 °
4302" E
35 .
36'
025
N74 °
43 '
02" E
32 .
66'
L26N90 °
00'0' W
3682'
027N45° 00' "
W

35.6'
028
N90 °
00'0" E
60 .
00'
129N45°00 '
00" E
35 .
36'
030N90°00'"E
323 .
37 L37 N74°
43' 02" E
35 .
66'
L32
N60.
1658'
W

35.6'
133 N30° 4031"
E

47. 52'
L34 N70.
15' 46' E
1026'
L35 N84°
79'
50'
W
72048'
L36 N45°
00'
00'
W
2121'
37 N 45°
00'" W

35.6'
L38
NO° 00'
00"
E

63. 72'
139
N77. 44' 32 E
740.
60'
040
N 70°
18'
19"
E
110. 58'
047
7287° 00'
28"
E
731. 54'
L42
N7° 28'
50"
E

18. 80'

REFERENCES RT)
TRACT
4167,
RIVER

ISLANDS -
IN
BOOK
44 OF
MAPS
AND
R2)
TRACT
3836,
RIVER

ISLANDS -
OF
MAPS
AND
PLATS,
PAGE
R3)
TRACT
3835,
RIVER

ISLANDS -
43 OF
MAPS
AND
PLATS,
R4)
TRACT
3837,
RIVER

ISLANDS -
MAPS
AND
PLATS,
PAGE
38,
R5)
TRACT
3834,
RIVER

ISLANDS -
42 OF
MAPS

AND PLATS,

SIGNATUREPURSUANT
TO

SECTION
66436
OF

FOLLOWING

PARTIES
HAVE
BEEN
CURVE
T
ABLE
CURVE #
RADIUS
DELTA
LENGTH
C1
77000'
51 °
73' 07 "
98 .
33'
C2
96700'
2 °
33' 4

43. 24'
C3
8700 '
23 °
38' 51 '

35. 91'
C4

44. 00'
700 °
38' 02"

77. 28'
C5
9200'
46°5' 34
75 .
08 '
C6
28200'
26 °
73' 40'
72009'
C7
78000'
70 °
42' 57'
88' 745.
08 42. 00'
12 °
20'5"
9 .
05'
C9

58. 00'

70. 08' 17"
7026'
C70
7272. 00'
3 °
0759 '

69. 56'
C11

58. 00'

70. 08' 76
1026'
C72

42.00'

12. 47' 23
038'
C13
7282. 00'
0 °
21' 35
805'
C74
822. 00'
5°0543"
73 .
10'
CI5
4000'
9°1137'
642'

RECLAIMED

ISLANDS
LAND

HYDROCARBON

SUBSTANCES
01046177, 2001-
S. J. C. R
PUBLIC
ACCESS

EASEMENT
PER
D. N
2016- 061416,

IRREVOCABLE
OFFER
OF

EASEMENT
IN
FAVOR
OF

ISLANDS

PARKWAY)
CURVE
CURVE #
RADIUS
C16
6000'
C17
832 .
00'
C78

60. 0'
C79
4000'
C20
56700'
75 °
C21
633 .
00'
C22
10000'
C23
100. 00'
C24
11000'
C25
max'
C26
80000'
C27
600. 00'
C28
10000'
C29
70000'
393
BASIS
OF

BEARINGS

THE BEARING
OF 00'00' "
NORTH
EAST

BETWEEN
FOUND

MONUMENTS
ALONG

SOMERSTON

PARKWAY
AS
SHOWN
ON
TRACT
4167,
FILED
APRIL
24 ,
2024 ,
IN
BOOK
44 OF
MAPS
AND
PLATS,
AT
PAGE
94,

RECORDS
OF
SAN
20007) 12

COUNTY,
WAS
TAKEN
AS
THE
BASIS
OF

BEARINGS
SHOWN
ON
THIS
MAP (
ZONE
3,
NAD83).

ALL DISTANCES
SHOWN
HEREON
ARE
GROUND
DISTANCES.

SAN
N0A0U\
RIVER
PARCEL
7 RI)
L39( MTRACT
3837
R4) GARDEN

FARMS AVENUE
00' 30. PUn
MAS
DRIVE
TRACT
3835 -
R3) ANDROMEDIA
W
AY
SEE
DETAIL
I
ON
THIS
SHEET
TRACT
3833
43 M$ P
281
R=300 .
00 42' 30 0=45'30'( M-) L=238.

RIVERFR0NT
DRIVE C26( M-)
L40( M-)
L41( ML9
CB
L10
L6 00' R=277.
d=6 '
51' 34"
L=42
83'( E)
R1a
00' R=272.
21' 48 " 10' 0=
49 . L=
20'( E)
CF.\. ' (
R12
5'
P. U .

E( R1)
4P )
V\ l
16131
C)
GS
PARCEL
1 C18 `
O
362C5( M-)
64 •
s,

17. 526
ACRES
3 L14
4 ,
R) 3 0475:_'" -- K,_
0---. -,\

69. _ [

INCLUDING
1'7 . 03WIDENING

OFSOMERSTON
CIg
31' 1
L5
LT (
R) 1

PARKWAY
17 .
533
ACRES
A]
M)
O
S6U.

C3
A3 ''
S
L_zb, (
Al)
L15
L2
LL4 \
Op. Y oN^ 460.

O (
N7oT1' 1o '
wR)
R
E( R1) —

5.!:,)
A) (
4)7
05' 48 " d=35'
L=70. 63 '
L16
5' 48- '' A=. 357) 05' 48" 35'
4 00' R=50.

A
l

30. L=
63' -
f} \?
00' R=50.
z'
ko ' g0."
PUF-, \ ,=)
fV)\
A
V)
U.

CI5 C16
OF
SEE
DETAIL
A
ON
THIS
SHEET
41' 23 E1184' 27' 55. N80' 36'4 " N75'
E
NpE
m1 \(
v,.

Nj4 .

A7S2E
j30 31'
Q
v
5Q1
40'
19' 25. E( R) N21'
li
1 \
1 3 \
L22
21 NO4 '
A302E
1VE
6 M) M%
I
L24
L2 /
VEe Lci
N72' J 33" 32'
E( li
L29
L28
L27
L25 -
APDEN
T'__
L30
L26
020 /
G
nOC27 _,'
122,-
91166 \
575.
00'" EN90
12'
CL
NIXx. 37•
e' 00'" EN90
19' - - 470.
1 -
C21
L31
51 \
r\a
35 12'
L32-
3 aD' _ •
24 337E)
A
PARCEL
6 d=20 '
06' 19
3 • - ? (
R1)
L=105 .
27' 1W- M)
i2 _ ' -
O\. -
k
00' R=300.
cc
n3
L17
7 C28 53' 25" E( R) N81' 029( T)C23 05" 15' N62
E
R
00 22 36
PARCEL 11.
5 177
ACRES
V

INCLUDING
1'
W
DENING

OFSOMERSTON

PARKWAY

11. 533
ACRES
6]
Al)
PARCEL 2, 4( R2)
519
SF.
2 277. 99'
L35
00" 00' N90
289.

E
99'( 0)
00" 00' N90'
455. E
66'( M —
M) S0" 33' N00
W( R)
06' N13
41"
W( R)
31''
543
00' 2034. R=
32' 12 d=
51' '
L34
1516_ d=
58° =
56016 — /
O

SOMERSTON

PARKWAY W

IDENING
LOT
25 1R1)
PAE
AND
PUE
PER
D. N
2016061416 & D. N. 2019- 070950 PARCEL
A
421)
TRACT
4167
SHOWED
THE
1 FOOT

WIDENING
ALONG

SOMERSTON
PARKWAY.

HOWEVER,

THE WIDENING
WAS

NOT SHOW
N

ASOFFERED
IN

THE OWNERS'

STATEMENT
AND
WAS

NOT SHOWN

ASACCEPTED
IN
THE
CITY

CLERK' S
STATEMENT.
o15N012
5N9f
20 p5023p0 p6\
PHP
D%
d
pOS
pP
pp0 \ z\R
PNSV'
PN`
cP

MONUMENTATION
NOTES
N
R!
PARCEL
3 121) PARCEL
4 1811
Q•
FOUND

STANDARD
CITY
OF

LATHROP

MONUMENT
WELL
STAMPED "
PLS 7788"
PER (
R1)
Xi
FOUND

STANDARD
CITY
OF

LATHROP

MONUMENT
WELL
STAMPED "
PLS
7788"
PER (
R5)
FOUND
3/ 47
IRON
PIPE
WTH

PLASTIC
PLUG "
PLS 7708"
PER (
R1), (
R4)
AND (
R5)
A
FOUND
1/ 2"-
BRASS
DISK
STAMPED "
PLS
7788"
PER (
R2)
0 75
150'
300'
SCALE,
1"
150'
A

RIVERFRONT
DRIVE
91t44--10' 280-
62Z>37.

Mi ' (
LIO
d — — —
010 — —
C9
PARCEL
5 RI) 00' R=100. 06' 35" d=8'
0040_
S3' 25" E) A'( R N81' 25"
00' a1.
1 00' 100. R=
I
38' 20 " d=19' L -
34 .
28' N6215
OS "
E
R
a
w
R100 .
00'
A=27 '
4455" 43' L=48.

Z
O_ DETAIL
I
FROM
THIS
SHEET
0=50')
1 2.

3. P.

TO
200.

Ti)
M -
M)
M -
B)
M -
CL

T) B) E)
D. N. P. N. A
P. U. E. P .

A. E
394
PARCEL 7
TRACT
4167) RI)
t
TRACT
3337
R4)
GARDEN

FARMS AVENUE PLUMAS
DRIVE
TRACT
3335_
I
R3) ANDROMEDIA
WAY
TRACT
3633
143
MAP
28)
GARDEN
FARMS
AVENUE
LOT
25 TRACT
4167) RI)

PARCEL A
TRACT
4157) RI)
PARCEL 3
TRACT
4157)

IRI) PARCEL B
TRACT
4167) RI)
PARCEL 4
TRACT
4167)
IRI)
A
395
OF z O aC TN
PARCEL
1 00'" EN00 00" 00' 40 30. E
00'
PARCEL
7 TRACT
4' 167) R1) TRACT
3337 ARROWR4)

EROOK COURT
TRACT
3335
R3)
81' 20.

PARCEL
2 N00' 00' -
E
81' 20. 1u,
31') M - 483.

CL
INTO)
O
82'( 6- M) 91.

O
00'" EN90
12'( T) 575.

GARDEN
FARMS
AVENUE
DETAIL
B
FROM
THIS 1" = SHEET
20')
SAN
2OAOUIN
RIVER
44Ml % O/ 5lM' 00 0 41'
N61 '
2A" E( R) 46'
00' 1.
00' R=60.
09' 14" 0=22' 20' \ L=23. 00' R=7.
0=22 .
09' 14"
L=27 .
07'
Q' \ ,./ 3.

PARCEL
2 37' 13" E( R) 439.
10 .
00'
P. U. E .

DETAIL
FROM
THIS
SHEET
C=20')
00' R=60.
5=4 '
39' 44"
24' L=57.
1R"E )15" 16 .
1) .
1') 15(
69 Mi
RFRONj \)
RNE
N147B 0' y ,
VER)
293.

M1 ._
L14( T) w
0 HiaoRS5" E
2s
v
A
C\
139
88 z
24)( E) ° '- 44.
i\ 70' ) 25.

E)
u"
SEE
DETAIL
G -
ON
SHEET
8 PARCEL
1 3. 681
ACRES
3 N21' 53' 02" E
R
00' R=110.
50' 5=
39'1"

97. L=
26'
33" 32' N72
W( R)A0 72'( E) 40.
33" 32' N72
E
R
27' 41" EN06'

32. 39'
34' 5 WN32'
75' 29.

Oo" 01' N80'
E
R
00' R=270.
59' 00" 0=9'
L=

47. 05'
N90' 00"
00'
E
323.
31' ( 37483.
6 —
CL
INTO)

COMMERCIAL
PLACE
co --)
A)
C12(
614- 10 =
1 01'0 .

R=780 .
00 '
c
NE10'
101) P. 0 E
P
YYY
S5' 21 WN45'
R
5 '
P .

U .

R1) E.(
PARCEL3 2. 550
ACRES
2 19' 05" E( R) 487'
57' o6" E( R) N07'
21' 48 " 0=134'
70' L=140.

SEE
P. U E
DETAIL
ON
THIS
SHEET 22361 39' 44" 0=5' 24' L=57.
00' 8.

N40'
53' 04" W
7' 27/
50 0
PARCEL
2 2.
101
ACRES
t
28' 42" E427'
73' 14.
r
10'
P.

E.
41576'
58"
W
17' 24.
16' 0=15
58"
02' L=88.
00' R=330.

SEE
DETAIL
B
ON
THIS
SHEET
e
LB

91. 82' (
M) 6-
I '''
N90'
oo'0" E
12'( T) 575.

GARDEN
FARMS
AVENUE "
0- —
N9oroo' 00" W
470. 19'( T)
n' I
284.
87'
33'( E) 24.

RIVER

ISLANDS

PARKWAY
PARCEL
6 M) CS( M'
32' 185. f {
o

04. 33'( E)
i

35. 12'( E)
T
A
C32
SEE
SHEET
7 PARCEL
7 C30 10'
P .

U. E
11'0 " N70'
W
R
C31
M) Lle( M-1- O
00 R=780 .
00'
0= '
20 '
37"
68' L=4. N2775' 59 "
R) W(
PARCEL
4 09' 40" W466'
00' 55.

N23 '
S0' 20" E
37 .
45'
SEE
DETAIL
C
Y/
ON
SHEET
6 PARCEL
5 6 SHEET SEE
o\
3HLR9' 646•
3105(Nlq• 43' O
Ml
ql
6fi
iM
2l
Po''''"
S ' s"' RNER\
7®
PARCEL
6 TRACT
4167)
IRI)
A
NOTES 1.

SEE
SHEET
2 FOR

2. SEE SHEET
3 FOR

3. SEE SHEET
8 FOR
Q
FOUND

STANDARD
Xi
FOUND

STANDARD

SET STANDARD
CITY
FOUND
3/ 4'
IRON
o
SET
3/ 4 '
IRON
PIPE
30 SET
5/ 8 "
x
24'
X
SET
1 .
00' WITNESS

PERPENDICULAR
TO
A
FOUND
1/ 2 ' 2-
t

NOTHING
SET
FOR
SET
00' 1.

WITNESS
5/ 8'
x
24 "
REBAR
396

1. NOTES SEE
SHEET
2 FOR REFERENCES.

2. SEE SHEET
3 FOR
BASIS

OFBEARINGS
AND
LEGEND . 3. SEE SHEET
5 FORMONUMENTATION
NOTES.

4. SEE
SHEET
8 FOR
UNE
AND
CURVE
TABLES.
5 SHEET SEE
PARCEL
3 SEE
DETAIL
C
ON
THIS J4SHEET
sd5
C4
PARCEL
2 o -
SEE
DETAIL
D
oN
THIS
SHEET

RIVERFRONT
DRIVE
LTH3 .

N.)
L17
R=780 .
00'
2037"' A=
5'
P .

E .( U.

RI)
68' L=4. 15' 59 ` N27'
W( R
09' 40 WN66'
00' 55. 20" 50' N23'
E
45' 37. 35' 28 N42'
W N37' 13' 5.
32° E49'
R
50' R=92.
28• 710' A- 11. L=
58' P. 10' N7011. 1o" EU.

W( R)
911
C31
40 C3\
M -
Ml
M) C5( M26
21k.

CO2
m
m
1 ff
PARCEL
7 rs
SEE
SHEET
7 50' R- 92. 02"43' A=29 98' L=47.
41' 23 " N84'
E( R) C21 C22
27' 55E( R) N80'
36'4 " N75'
E( R
C24
C25
PARCEL
4 6. 346
ACRES ±
R4) E,( pN,
42 PARCEL
5 TRACT
4167) R1)
3r09 " N07.

W
22' 59.

N1516' S8' W

19. 98'
N31'
29'7" E

36. 43'
PARCEL
3 TRACT
4167) RI)
PARCEL
4 TRACT
4167) R1)
N4838' 46 E( RXR= 60. 0') /00' R- 6.
6 ' A=
28'3"
78' L=6.
02' 25E N13'
R
C27
L18( M-)
O- 1
i
0 40'
80'
160'
SCALE:
1"
80'
RIVERFRONT p=10 '
2DRNE2 " 28'
62' 237. L=
L17 —
L20 — —
C14
C15
N05 '
35' 29" E
R
00' R=56.

N23 '
0826
W
R
R=101 .
00 4-± 5
d
73q
6400 . 7)' 48,
A
R=
N89 '

47. 53
PARCEL
4 DETAIL
D
FROM
THIS
1"= 50')
PARCEL
3 Q
9!
T\
g
o
cgs /
C1B
VR „.„. 2°N
0 .
00' B2235.

T) / C26(
C27 (
R) 7
Cat /
p
E. U.
6 .
88'-
N55 '
SEPPE. N101° 0709ER-'
14' 09" EN72'
R
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48' 13" E
R
436
06Nj441'
NB6' 43 14 "
E( R)
10 .
00'
00' R- 70. O5' 3 7 3'
I/ =
21' 28.
10'
PUE.
t )
N7011' 10 "
R) W(
FROM
397
OO
RIVERFRONT 30. 0' DRIVE
4 AVMNdtldNO1SANIOS
TRACT
3835
331
SEE
SHEET
5 PARCEL
1 921' 02" 53'
E( R) 00' R- 110.
39'1 0=50 N72' 26' L=97.
33" 32'
E( R
00'" EN90.
37323.

RIVERFRONT
DRIVE
G \
m>
9 4
0 o
i
y\ J34
98001' 00 "
E
R
463. 31'( M -
CL
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GARDEN
FARMS
AVENUE
990O0' 00" E
12' m575.
50' 07W990'
19( T) 475. 33"32' N72'
L24. 33'( E)
4072'( E) N21' 41' P. 53' 02" W( R) U. E
284. 87 PARCEL 2. 6
004
ACRES
f
490' 00'0E
34681'
SEE
DETAIL
H
ON
SHEET
8 53' 25 E( R) N81' 00' R=100.
19' 0= 20" 38.
28' L=34. 05" N6215'
E( R)
00' R=100.
27' A= 55" 44'
43' L- 48.

PARCEL
9 2, 519
F. S,
t
00'" ENO0'

63. 72'
0n
PARCEL
2 SEE
DETAIL
B
91 .
43'( M- 4)
O_
185. 32 24 .
33'( E) J %-

12. R=
00'
47'8` A=93.

19. L=
64'
945'
l
00'" W
21' '• ' / 21.
tJ
N9o•
277.
a0' oo" E
90( 1)—_=
L30
1 228.2
PARCEL
A
3071
ST
SEE
SHEET
6 PARCEL
5 L9
o\
Njg430
Ej4405M1 __
1_()
59ob,

4. 1
M) — () ' C5( M1.'"'
M'
L2,
C32
8 .
41 43' 02 " 929'
E
18 .
38'
12'( E) 35.

PARCEL
B
1579
S. F.

PARCEL
7 8. 135
ACRES
t
988'
05'
12'
E
56' 189,
00" 00' 690
E
455.
86'( M -
M)
ANPAE
D
RUE
PER
D. N
2016061416 &
RIVER

ISLANDS

PARKWAY
D. N
2019- 070950
LOT
25 ITRACT
4157) RI)
PARCEL
8 0.
947
ACRES ±
00' 8- 100.
42' 5-
36"
97L=9.

N00.
00'" E
29' 44.
07' NO8
59"
A=
5'
25'
54"
L=
192.
83 R=
2034.
00 5=
012' SEE
DETAIL
E
ON
THIS
SHEET

7. a
16' 58 " 860'
W
38' 1. 10PA5- SEE
DETAIL
F
ON
THIS
SHEET
5 811
0 40'
80'
160'
PARCEL
6 TRACT
4167) RI)
SCALE:
1" =
80'
A
1 SEE
2 SEE

3. SEE

4. SEE

PORTION
OF
RIVER

ISLANDS
WITHIN
PARCEL
7 BEING

ABANDONED
BY
A -
C)
J
Mj368y1M'
7,-
O
16' 515. p=
0,
00 0OMp00
2131 LPARCEL
A
ITRACT
41671
IR1) 00'"E890
99'( 7) 277.
22' 228.
77') 49.
880'5435"W
7595

PORTION
OF
RIVER

ISLANDS

PARKWAY
PER (
81)
WTHIN
PARCEL
7 BEING

ABANDONED
BY
THIS
MAP.

PARCEL
7 00' " N45'
E
7) 43'( 42.

N8419' S0 "
W
66 .
11 00' " 490.

E
35 .
09'
120.
54 .
7 .
73'
NOO '
FROM
1 "-
398
LINE
AND
CURVE
TABLES
ARE
FOR
SHEETS
5THROUGH
8 ONLY
UNE
TABLE
LINE
B

DIRECTION
LENGTH
L1 40.52'
52' 16" EN35'
L2 44' 671
32" E
31' 83.

L3 21" 29' 660'
W
23' 35.

L4
00" E' 845
3536'
L5
44' 32" E671'
60' 140. 890' L6
00'" E
00' 6.

L7 00" 00' 845'
W
3536' 890' L8
00'" E
36 82'
L9 02" 43' N74'
E
66' 32. 829' L10 35. 43' 02" E
36'
L11 02" 43' 874
E
00' 80.

L12
30'9" E429'
48' 35.

L13 15" 87418'
E
33' 64.

L14 15" 67418'
E
00' 56. 670' 115 19" 18'
E
59' 110.

L16 19" 67018'
E
58' 110.

L17 121. 82'
00' 28 EN1'
LIB 28" 00' N81'
E
54' 131.

L20 07" 39' NB6
W
58' 40.

L21 19" 67612'
E
40' 4.

LINE
TABLE
LINE #

DIRECTION
LENGTH
L22
N45 '
25' 49" W
49' 35.

L23
N3' S '
00" E
42' 41.

L24
826 '
32' 11 °
W

40. 91 '
L25
N0016' 58" W

35.6 '
L26
8128' 50 "
E
18 .
80'
L27
N74' 43 0
2"
E3566 '
L28 88. 36'
N6016'S8" 35 .W L29 21" 33'
W
02' 19.

L30
00'" E1190'
00' 12.

L31
00'" WN45
36' 35.

L32
43' 02" WN85'
00' 60.

L33
37' 11" E683'
13' 5.

CURs/ E
TABLE
CURVE
RADIUS
DELTA
LENGTH
C1
967. 00
33' 4 " 2'
43 .
24'
C2
1000 .
00 2 '
33' 4 "
72' 44.

C3
567. 00
1516' 58"
24' 151.

50. 0
350548 "
63' 30.

C5
600. 00
1516' 58 "
04' 160.

87. 00
23 '
38' 51 "
35 .
91'
C7
44 ,
00 100 '
38' 02 "
28' 77.

92. 00
46 '
45 '
34 "
7508'
C9
282. 00
26 '
13' 40 "
09' 129.

C10
300 .
00 1516' 58 "
02' 80.

C11
300 .
00 4530'2"
238 .
30'
C12
780 .
00 42' 57" 10'
88' 145.

C13
800. 00
10 '
42' 09 "
149 .
43'
C14

42. 00
12 '
20'5 "
05' 9.

C15

58. 00
1008'7 "
26' 10.

C16 1272. 0007'59"3' 56' 69.

C17 58. 00
08'16" 10'
10 .
26 '
C18

42. 00
23"47' 12
38' 9.

C19
1282. 00
35"021'

8.05'
C20
822. 00
5 0543" 73. 10'
C21

40. 0
91137"
642'
C22

60. 0
132504"
05' 14.

CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
C23
832. 00
4 '
51' 2"
51' 70.

C24

60. 0
12' 08 '
44"
12 .
72 '
C25

40. 0
111513"
7 .
86'
C26

92. 50
16 '
17' 20 "
26 .
30'
C27

60. 0
00' 48" 26'
27 .
24'
C28
56 .
00 51' 2 ° 12'
57' 12.

C29

2. 00
18' 09 " 145'
07' 5.

C30

60. 0
41' " 54
28' 57.
031
50 .
00 05' 48 " 35'
63' 30.

C32
633 .
00 15 '
16' 58 "
84' 168.

C33
285 .
00 6 '
43' 37 °
46' 33.

C34
100. 00
06' 35 " 8'
1415'
C35
110 .
00 39'1" 50
97 .
26'
C36
272. 00
21' 48" 10'
20' 49.

C37
277. 00
851' 34 "
83' 42.

C38
60 .
00 07'0" 1'
92' 17.

C39
60 .
00 9 '
34' 0"
02' 10.

C40
60 .
00 55' 01 " 4'
15' 5.

C41

60. 0
05' 37 " 23'
2418'
C42

92. 50
43' 27 " 14'
23 .
77'
C43

92. 50
34' 00" 1'
2 .
53'
E) E)
RADIAL

BEARINGS
LINE
I

DIRECTION
R) 1
37' 13" E839'
R) 2
38' 43 " NO'
W
R) 3
18" W00' N1
R) 4
11624' 54 "
E
R) 5
19' 03 " 6'
E
R) 6
45' 03 " N1'
E
R) 7
58' 23' WN12'
AVMNHVdNO1SH3WOS
00N00.0,3, bBZOt
33' 2=0
37"
L=
08'1.
19' 25" EN21'
DETAIL
G
FROM
SHEET
5 1" =
5)
NOTES
A

1. SEE
SHEET
2 FOR REFERENCES.

2. SEE
SHEET
3 FOR
BASIS

OFBEARINGS
AND
LEGEND.

3. SEE
SHEET
5 FORMONUMENTAOON
NOTES.
1'

WIDENING
OF

RIGHT- OF WAY
BEING

RE - DEDICATED
BY
THIS
MAP
AS
IT
WAS
NOT
LISTED
AS
BEING

ACCEPTED
IN
THE
CITY

CLERK' S

STATEMENT
ON
TRACT
4167.

N2119. 25" 33' d=0
L=
AV
IHVd M
NO1SH3WOS
399
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
EXHIBIT " B"
PARCEL MAP 25- 04 AREA
400
PARCEL 7
TRACT
4167) TRACR11 T
3337 541\,
GARDEN

FARMS AVENUE
lla CC
a
PLUMAS
DRIVE
cc cc6
TRACT
3335_ o
R3) ANDROMEDIA
WAY
TRACT
3333
43 MRCP
28)
LOT
25 TRACT
4157) R1)
N

PARCEL A
TRACT
4167) R1)
PARCEL 6
TRACT
4167) RI)
25- 04

PM BOUNDARY
25- 04
PM BOUNDARY PARCEL 3
TRACT
41571
5 11
PARCEL 3
TRACT
67)
PARCEL 4
TRACT
4167) Ri)
401
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
EXHIBIT " C"

CITY INSURANCE REQUIREMENTS

1. The Subdivider shall obtain commercial general liability insurance companies licensed to do business in the State of California with an A. M. Best Company rating Insurance rating of no less than A: VII which provides coverage for bodily injury, personal injury and property damage liability in the amount of at least $ 1, 000,00for each occurrence and $ 2, 000,00 in the aggregate.

Said insurance coverage shall be evidenced by a certificate of insurance with policy endorsements, executed by an authorized official of the insurer( s). All parties to the Subdivision Improvement Agreement must be named insured on the policy. The policy endorsements to be attached to the certificate must provide all the following:
a. Name the City of Lathrop, its officers, City Council, boards and commissions, and members thereof, its employees and agents as additional insured as respects to any liability arising out of the activities of the named insured. A CG 2010 or CG 2026 endorsement form or the equivalent is the appropriate form.
b. State that " the insurance coverage afforded by this policy shall be primary insurance as respects to the City of Lathrop, its officers, employees and agents. Any insurance or self- insurance maintained by the City of Lathrop, its officers, employees, or agents shall be in excess of the insurance afforded to the named insured by this policy and shall not contribute to any loss.
c. Include a statement that, "the insurer will provide to the City at least thirty (30) days prior notice of cancellation or material change in coverage." The above language can be included on the additional insured endorsement form or on a separate endorsement form. d. The policy must contain a cross liability or severability of interest clause. e. Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the Agreement or the work, so long as commercially available at reasonable rates.
402
ISL- 01 LENGLISH
7 ACOROY CERTIFICATE OF LIABILITY INSURANCE

DATE (MM/ DD/ YYYY)
1/ 26/026
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER( S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy( ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement( s).

PRODUCER License # 0C36861
Los Angeles- Alliant Insurance Services, Inc.
333 S Hope St Ste 3700
Los Angeles, CA 90071

NOAMTACT

PHONE FAX
A/ C, No, Ext): ( A/ C, No):

ADDRESS:

INSURER( S) AFFORDING COVERAGE NAIC #
INSURER A: United Specialty Insurance Company 12537

INSURED
Califia, LLC.
73 W. Stewart Rd.

Lathrop, CA 95330
INSURER B : Navigators Specialty Insurance Company 36056 INSURER C : Homesite Insurance Company 17221
INSURER D : Westfield Specialty Insurance Company 16992 INSURER E :

INSURER F :

REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

LTR TYPE OF INSURANCE
ADDL
INSD
SUBR

WVD POLICY NUMBER

POLICY EFF

MM/ DD/ YYYYI

POLICY EXP

MM/ DD/ YYYYI LIMITS

A X COMMERCIAL GENERAL LIABILITY
X
ATN2418343P 3/ 19/ 2024 3/ 19/ 2027
EACH OCCURRENCE 2, 000,00

DAMAGE TO RENTED
PREMISES ( Ea occurrence) CLAIMS - MADE X OCCUR 50, 000 MED EXP ( Any one person)
0 PERSONAL & ADV INJURY 1, 000,00
GEN' L AGGREGATE GENERAL AGGREGATE 2, 000,00
POLICY
OTHER:

LIMIT APPLIES PER:

LOC PRODUCTS - COMP/ OAGG 2, 000,00

AUTOMOBILE LIABILITY

ANY AUTO
OWNED

AUTOS ONLY
HIRED

AUTOS ONLY

SCHEDULED
AUTOS

NON -OWNED

AUTOS ONLY

COMBINED SINGLE LIMIT
Ea accident)
BODILY INJURY ( Per person)
BODILY INJURY (Per accident)

PROPERTY DAMAGE
Per accident)
B
X

UMBRELLA LIAB

EXCESS LIAB

X OCCUR
CLAIMS - MADE LA24FXSZ0GNAHIC 3/ 19/ 2024 3/ 19/ 2027
EACH OCCURRENCE 3, 000,00
AGGREGATE 3, 000,00
DED RETENTION $ 3, 000,00

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/ MEMER EXRTNER/ EXCLUDED? PROPRIETOR/ PA ECUTIVE Mandatory in NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
Y / N
N / A
PER

STATUTE
OTHER
E. L. EACH ACCIDENT
E. L. DISEASE - EA EMPLOYEE
E. L. DISEASE - POLICY LIMIT
C
D
Excess Commercial Li
Excess Commercial Li
CPX- 031171- 00
XSL- 401098D- 00
3/ 19/ 2024
3/ 19/ 2024
3/ 19/ 2027
3/ 19/ 2027
Aggregate/ Occur
Aggregate/ Occur
5, 000,00
5, 000,00
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES ( ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Excess Liability
Gotham Insurance Company
Policy EX202400004746 Eff 3/ 19/ 2024 to 3/ 19/ 2027
Aggregate/ Each Occur $ 5, 000,00
Parcel Map 25 -04 -PM
City of Lathrop, its officers, City Council, boards and commissions and members thereof, its employees and agents are included as Additional Insureds as SEE ATTACHED ACORD 101

CERTIFICATE HOLDER CANCELLATION
City of Lathrop
390 Towne Center Drive
Lathrop, CA 95330

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/ 03) 1988- 2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD
403
AGENCY CUSTOMER ID: RIVEISL- 01 LENGLISH
l
ACORD
LOC #: 1
ADDITIONAL REMARKS SCHEDULE Page 1 of 1
AGENCY License # 0C36861
Los Angeles- Aliant Insurance Services, Inc.

NAMED INSURED
a, Califi73 73 W. StewartRd.

Lathrop, CA 95330

POLICY NUMBER
SEE PAGE 1

CARRIER
SEE PAGE 1

NAIC CODE
SEE P 1 EFFECTIVE DATE: SEE PAGE 1

ADDITIONAL REMARKS

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Description of Operations/ LocationsNehicles:
respects to General Liability. General Liability shall be Primary and Non -Contributory with any other insurance in force for or which may be purchased by City of Lathrop, its officers, employees and agents. 30 days advanced written notice to Certificate Holder in the event of cancellation, except 10 days for non- payment of premium.

I
ACORD 101 ( 2008/ 01) 2008 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD
404
POLICY NUMBER: ATN2418343P COMMERCIAL GENERAL LIABILITY CG20120413
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - STATE OR GOVERNMENTAL

AGENCY OR SUBDIVISION OR POLITICAL
SUBDIVISION — PERMITS OR AUTHORIZATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
State Or Governmental Agency Or Subdivision Or Political Subdivision:

City of Lathrop its officers, City Council, boards and commissions and members thereof, its employees and agents 390 Towne Centre Drive Lathrop, CA 95330 Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II — Who Is An Insured is amended
to include as an additional insured any state or
governmental agency or subdivision or
political subdivision shown in the Schedule,
subject to the following provisions:

I. This insurance applies only with respect to
operations performed by you or on your
behalf for which the state or governmental
agency or subdivision or political
subdivision has issued a permit or
authorization.

However:
a. The insurance afforded to such
additional insured only applies to the
extent permitted by law; and
b. If coverage provided to the additional
insured is required by a contract or
agreement, the insurance afforded to
such additional insured will not be
broader than that which you are
required by the contract or agreement to
provide for such additional insured.

2. This insurance does not apply to:
a. "Bodily injury", "property damage" or
personal and advertising injury" arising
out of operations performed for the
federal government, state or
municipality; or
b. "Bodily injury" or " property damage"
included within the " products -
completed operations hazard".

B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III — Limits Of Insurance:

If coverage provided to the additional insured
is required by a contract or agreement, the
most we will pay on behalf of the additional
insured is the amount of insurance:

1. Required by the contract or agreement; or

2. Available under the applicable Limits of
Insurance shown in the Declarations;
whichever is less.

This endorsement shall not increase the
applicable Limits of Insurance shown in the
Declarations.

CG 20 12 04 13 Insurance Services Office, Inc., 2012 Page 1 of 1 405
Policy# ATN2418343P
United Specialty Insurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

VEN 051 00 ( 02/ 20)

PRIMARY AND NON- CONTRIBUTING INSURANCE ENDORSEMENT
This endorsement modifies the Conditions provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
The following is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS of the COMMERCIAL GENERAL LIABILITY COVERAGE PART, and supersedes any provision to the contrary:

Primary and Non -Contributory Insurance
Any coverage provided to an Additional Insured under this policy shall be excess over any other valid and collectible insurance available to such Additional Insured whether primary, excess, contingent or on any other basis unless:
a. ( 1) The Additional Insured is a Named Insured under such other insurance; and
2) A fully written contract fully executed prior to the Named Insured' s commencement of work for such Additional Insured for the specific project that is the subject of the claim, "suit," or " occurrence" expressly requires that this insurance:
i)
ii)
or
apply on a primary and non- contributory basis;
and
would not seek contribution from any other insurance available to the additional insured.
b. Prior to a loss, you request in writing and we agree in writing that this insurance shall apply on a primary and non- contributory basis.

Name Of Person( s) Or Organization s)
As Required By Written Contract, Fully Executed Prior To The Named Insured' sWork.

All other terms, conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged.

VEN 051 00 ( 02/ 20) Page 1 of 1
406
Policy: ATN2418343P

UNITED SPECIALTY INSURANCE COMPANY
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

VEN 064 00 ( 01/ 15)

THIRD PARTY CANCELLATION NOTICE ENDORSEMENT
This endorsement modifies the Conditions provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
If we cancel this policy for any reason other than nonpayment of premium, we will mail notification to the persons or organizations shown in the schedule below ( according to the number of days listed below) once the Named Insured has been notified.

If we cancel this coverage for nonpayment of premium, we will mail a copy of such written notice of cancellation to the name and address below at least 10 days prior to the effective date of such cancellation.

Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy.

SCHEDULE
Name and Address of Other Person/ Organization
City of Lathrop, its officers, City Council,
boards and commissions and members thereof,
its employees and agents
390 Towne Centre Drive
Lathrop, CA 95330
Number of Days Notice
30 All other terms, conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged.

VEN 064 00 ( 01/ 15) Page 1 of 1
407
Offsite Improvement Agreement ( Califia, LLC)
Parcel Map 25- 04
EXHIBIT " D"
PARCEL MAP 25- 04

UNFINISHED IMPROVEMENTS AND FULL IMPROVEMENTS COST ESTIMATE 408
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
Westwood

ENGINEERS BOND ESTIMATE

COST TO COMPLETE
RIVER ISLANDS - STAGE 1B

TOWN CENTER COMMERCIAL STREET

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description
1 Wet Utilities Raise Irons ( 0% Completion)
2 Joint Trench ( 0% Completion)
3 Fine Grade, Concrete, AB & AC Paving ( 0% Completion) main ( 925) 223- 8340
December 9, 2025
Job No.: 25506- 93
Quantity Unit Unit Price Amount
1 LS $ 7, 600. 0 $ 7, 600. 0
1 LS $ 290, 00. $ 290, 00.
1 LS $ 246, 300. 0 $ 246, 300. 0
TOTAL COST TO COMPLETE $ 543, 900. 0
Notes:
1) Estimate for cost to complete based on contractor' snote for Town Center Commercial Street dated 12/ 9/ 2025. westwoodps. com
888) 937- 515O
N: i_ODE\ Pleasantonl25506- RiverIslands\ Phase 91 - Stage 1B Town Center Commercial St Ext IP\ Word & Excel\ Cost to Complete\ 2025- 12- 09 Stage 1B Town Center Commercial Street Cost To Complete\ Improvements 409
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
Westwood

ENGINEER' SBOND ESTIMATE

COST TO COMPLETE
RIVER ISLANDS - STAGE lB
TOWN CENTER Al STREET

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description
main ( 925) 223- 8340
December 9, 2025
Job No.: 25506- 93
Quantity Unit Unit Price Amount
1 Wet Utilities (0% Completion)
2 Joint Trench ( 0% Completion)
3 Fine Grade, Concrete, AB & AC Paving ( 0% Completion) Notes:
1) Estimate for cost to complete based on contractor' snote for Town Center Al Street dated 12/ 9/ 2025. 1 LS $ 108, 200. 0 $ 108, 200. 0
1 LS $ 265, 000. $ 265, 000.
1 LS $ 199,00. 0 $ 199,00. 0
TOTAL COST TO COMPLETE $ 572, 300. 0
westwoodps. com
888) 937- 5150
N:\_ ODE\ Pleasanton\ 25506 - River Islands \ Phase 93 - Stage 1B Town Center Al St IP\ Word& Excel\ Costto410Complete \ 2025- 12- 09 Stage 1B Town Center Al Street Cost To Complete\ Improvements 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood
Item Description

DRAFT ENGINEER' SOPINION OF PROBABLE COST
RIVER ISLANDS - STAGE 1B

TOWN CENTER COMMERCIAL STREET EXTENSION

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Quantity Unit Unit Price Amount

STREET WORK
1 Fine Grading
2 5." AC Paving
3 10" Aggregate Base
4 14" Lime Treatment
5 Vertical Curb and Gutter ( with AB cushion)
6 Type F Median Curb ( with AB cushion)
7 Roundabout Concrete
8 Concrete Sidewalk
9 Handicap Ramps
10 Survey Monuments
11 Traffic Striping & Signage
12 Dewatering ( budget)
Subtotal Street Work

STORM DRAIN
13 Catch Basins (type I inlet over type I manhole base) 14 Catch Basins (type C inlet over type 1 manhole base) 15 15" Storm Drain Pipe ( polypropylene)
16 18" Storm Drain Pipe ( polypropylene)
17 Connect to Existing
18 Storm Drain Stub & Plug

SANITARY SEWER
19 8" Sanitary Sewer Pipe ( PVC)
20 10" Sanitary Sewer Pipe ( PVC)
21 Manholes (type I)
22 Connect to Existing
23 Sanitary Sewer Stub & Plug
Subtotal Storm Drain
Subtotal Sanitary Sewer

WATER SUPPLY
24 8" Water Line (including all appurtenances) ( PVC)
25 Fire Hydrants
26 Temporary Blow Off Valve
27 8" Resilient Gate Valve
28 Connect to Existing
29 Water Stub & Plug

JOINT TRENCH (DRY UTILITIES)
30 Joint Trench
Subtotal Water Supply
Subtotal Joint Trench
main ( 925) 223- 8340
January 15, 2025
Job No.: 25506- 91
37, 600 SF $ 0. 45 $ 16, 920. 0
23,00 SF $ 2. 75 $ 63, 800. 0
23,00 SF $ 1. 50 $ 34, 800. 0
23,00 SF $ 1.0 $ 25, 520. 0
1, 080 LF $ 15. 00 $ 16, 200. 0
160 LF $ 18. 00 $ 2, 880. 0
1, 900 SF $ 5. 00 $ 9, 500. 00
7, 500 SF $ 5. 00 $ 37, 500. 0
4 EA $ 2, 500. 00 $ 10, 000.0
1 EA $ 300. 00 $ 300. 00
360 LF $ 5. 00 $ 1, 800. 0
360 LF $ 75. 00 $ 27, 000.
246,20. 0
4 EA $ 2, 800. 0 $ 11, 200. 0
2 EA $ 2, 800. 0 $ 5, 600. 0
240 LF $ 18. 00 $ 4, 320. 0
420 LF $ 20. 00 $ 8, 400. 0
1 EA $ 1, 700. 0 $ 1, 700. 0
1 EA $ 1, 000. $ 1, 000.
32, 220. 0
440 LF $ 28. 00 $ 12, 320. 0
200 LF $ 35. 00 $ 7, 000.
3 EA $ 4, 000. $ 12, 000.
1 EA $ 3, 000. $ 3, 000.
4 EA $ 1, 000. $ 4, 000.
38,20. 0
760 LF $ 32. 00 $ 24, 320. 0
2 EA $ 4, 000. $ 8, 000.
4 EA $ 1, 000. $ 4, 000.
8 EA $ 1, 550. 0 $ 12, 400. 0
2 EA $ 4, 000. $ 8, 000.
24 EA $ 1, 000. $ 24, 000.
80, 720. 0
1 LS $ 290, 00 $ 290, 00.
290, 00.

TOTAL CONSTRUCTION COST ( nearest $ 1, 000) $ 688, 000.

Notes:
1) This estimate does not include surveying, engineering, irrigation, or street trees. 2) Unit prices are based on estimated current construction costs and no provision for inflation is included. westwoodps. com
888) 937- 5150
7: 125506 - River tslands\ Phase 91 - Stage 1B Town Center Commercial St Ext IP\ Word & Excel\ Cost Estimate\ STAGE 18 TOWN CENTER COMMERCIAL ST EX STREET COST ESTIMATE( City Unit Prices) xlsx\ TC COMM ST EX
411
6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood

DRAFT ENGINEER' SOPINION OF PROBABLE COST
RIVER ISLANDS - STAGE 1B
TOWN CENTER Al STREET

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description

STREET WORK
1 Fine Grading
2 5." AC Paving
3 10" Aggregate Base
4 14" Lime Treatment
5 Vertical Curb and Gutter ( with AB cushion)
6 Concrete Sidewalk
7 Survey Monuments
8 Driveway Approach
9 Traffic Striping & Signage
10 Dewatering ( budget)
Subtotal Street Work

STORM DRAIN
11 Catch Basins (type II inlet)
12 Catch Basins (type I inlet over type I manhole base) 13 Catch Basins (type C inlet over type I manhole base) 14 15" Storm Drain Pipe ( polypropylene)
15 18" Storm Drain Pipe (polypropylene)
16 Connect to Existing
Subtotal Storm Drain

WATER SUPPLY
17 8" Water Line (including all appurtenances) (PVC)
18 Fire Hydrants
19 8" Resilient Gate Valve
20 Blowoff
21 Connect to Existing
Subtotal Water Supply

NON POTABLE WATER SUPPLY
22 8" Non Potable Water Line (including all appurtenances) (PVC) 23 2" Service
24 Connect to Existing
Subtotal Non Potable Water Supply

JOINT TRENCH ( DRY UTILITIES)
25 Joint Trench
Subtotal Joint Trench
main ( 925) 223- 8340
May 12, 2025
Job No.: 25506- 93
Quantity Unit Unit Price Amount
32, 550 SF $ 0. 45 $ 14, 647. 50
14, 950 SF $ 2. 75 $ 41, 112. 50
14, 950 SF $ 1. 50 $ 22, 425. 00
14, 950 SF $ 1.0 $ 16, 445. 00
1,00 LF $ 15. 00 $ 16, 500. 0
8,00 SF $ 5. 00 $ 44, 000.
1 EA $ 300. 00 $ 300. 00
6 EA $ 600. 00 $ 3, 600. 0
500 LF $ 5. 00 $ 2, 500. 0
500 LF $ 75. 00 $ 37, 500. 0
199, 030.
1 EA $ 2, 400. 0 $ 2, 400. 0
2 EA $ 2, 800. 0 $ 5, 600. 0
1 EA $ 2, 800. 0 $ 2, 800. 0
50 LF $ 18. 00 $ 900. 00
150 LF $ 20. 00 $ 3, 000.
1 EA $ 1, 700. 0 $ 1, 700. 0
16, 400. 0
640 LF $ 32. 00 $ 20, 480. 0
2 EA $ 4, 000. $ 8, 000.
7 EA $ 1, 550. 0 $ 10, 850. 0
5 EA $ 4, 000. $ 20, 000.
2 EA $ 4, 000. $ 8, 000.
67, 330. 0
450 LF $ 32. 00 $ 14, 400. 0
1 EA $ 2, 000. $ 2, 000.
2 EA $ 4, 000. $ 8, 000.
24, 400. 0
1 LS $ 265, 000. $ 265, 000.
265, 000.

TOTAL CONSTRUCTION COST( nearest $1, 000) $ 573, 000.

Notes:
1) This estimate does not include surveying, engineering, landscaping, dry utilities, irrigation, or street trees. 2) Unit prices are based on estimated current construction costs and no provision for inflation is included. westwoodps. com
888) 937- 5150
T:\ 25506 - River Islands\ Phase 93 - Stage 1B Town Center Al St IP\ Word& Excel\stimates\ STAGE 1B TOWN CENTER Al STREET COST ESTIMATE( City Unit Prices). xlsx\ TCAl STREET 412

ATTACHMENT

JOINT ESCROW INSTRUCTIONS

RECORDATION OF PARCEL MAPS

RIVER ISLANDS AT LATHROP)
February 9, 2026
Via Email and Hand Delivery
Old Republic Title Company
1215 W. Center Street, Suite 103
Manteca, CA 95337
Attn: Lori Richardson
Re: Recordation of Parcel Map 25- 04; Escrow No. 1214023865 Dear Lori:

This letter constitutes the joint escrow instructions (" Escrowlnstructions") of Califia, LLC, a California limited liability company (" Califia") and the City of Lathrop (" City") in connection with the above -referenced escrow (" EscroW'). The Escrow was opened in connection with recordation of the above - referenced parcel map (" Parcel Map").

Recordation of the Parcel Map is subject to the conditions set forth below. The transactions described in these Escrow Instructions are referred to as the " Transaction." Old Republic Title Company is referred to as "you" or "ORTC." A. Date for Closings
The Parcel Map will be recorded at the time designated by Califia as set forth below. The Parcel Map can only be recorded after the City has approved the map in writing. The closing date for the Transaction is intended to occur by June 30, 2026, at the time designated in writing by Califia, subject to satisfaction of the conditions set forth below each a " Closing"). If the Parcel Map has not been recorded by December 31, 2026, ORTC will return the Parcel Map to the City.

B. Documents to be Delivered and Recordation Document
In connection with the Transaction, you have in your possession or will receive the following documents from City and Califia for recordation in the Official Records of San Joaquin County, California (" Official Records").

B. 1. One original Parcel Map 25- 04, executed and acknowledged by the City ( provided to title by City).

The document listed in Item B. 1 above is referred to as the " Recordation Document." The date on which the Recordation Document is recorded in the Official Records is the Recordation Date.

C. Funds and Settlement Statement
You also have received, or will receive from Califia, prior to the recordation of the Recordation Document, in immediately available funds, the following amounts, in accordance with the settlement statement prepared by you and approved in writing by both Califia and City (" Settlement Statement'): recordation costs, escrow fees and other amounts as set forth in the Settlement Statement. Such costs, fees and other amounts are the sole responsibility of Califia.
1 413

JOINT ESCROW INSTRUCTIONS

RECORDATION OF PARCEL MAPS

RIVER ISLANDS AT LATHROP)
Funds to be wire transferred directly to the entity set forth below, immediately upon recordation of the Parcel Map, in accordance with the wire transfer instructions for each entity are as follows: The amount of $58, 202. 50, payable to the City pursuant to that certain Agreement to Settle Litigation Regarding River Islands at Lathrop as amended " Sierra Club Agreement'), constituting the amount of $3, 875. 00 multiplied by 15. 02 acres ( or portion thereof) included in the Parcel Map, is to be transferred to the City upon recordation of the Parcel Map. The City' s
wire instructions are set forth below.

The amounts set forth in Section C are referred to as the " Closing Funds." D. Closing Requirements
When the following has occurred, you are authorized to close the Escrow at the time( s) and in accordance with the process set forth below:

D. 1. You have delivered copies of your Settlement Statement by email transmission to: (a) Susan DeII' Osso ( sdellosso( ariverslands. com); ( b) Debbie Belmar dbelmar( ariverislands. com); ( c) Brad Taylor ( btavlora( ci. lathrop. ca. us); ( d) Salvador Navarrete ( snavarrete aa.. ci. lathrop. ca. us, and have confirmation ( by telephone or email) from Susan Dell' Osso and Brad Taylor that the Settlement Statement is accurate and acceptable;
D. 2. You have not received any instructions contrary to these Escrow Instructions;
D. 3. The Recordation Document and all other documents, if any, described herein as being held by you or delivered to you have been received by you and have been fully executed and, where applicable, acknowledged, and you have attached all legal descriptions or have confirmed that all exhibits and legal descriptions are attached;
D. 4 You are prepared to record the Recordation Document, as designated, release funds in accordance with the Settlement Statement and complete the Transaction in compliance with these Escrow Instructions; D. 5. You have delivered a
copy of these instructions, executed by an
authorized signatory of ORTC with authority to bind ORTC, and initialed all pages, by email transmission ( with original hard copy to follow by U. S. Mail) to Debbie Belmar and Brad Taylor at the email addresses set forth above; and D. 6. You have received confirmation ( by email or other writing) from Susan Dell' Osso and Stephen Salvatore or Brad Taylor to record the Recordation Document and complete the Transaction.

E. Closing Process and Priorities
When you have fully satisfied all of the closing requirements set forth in Section D, then you are authorized and instructed to do the following in the chronological order given:

E. 1. Date the Recordation Document to be recorded;
E. 2. Record the Recordation Document in the Official Records; E. 3. Pay the costs associated with the Transaction;
2 414

JOINT ESCROW INSTRUCTIONS

RECORDATION OF PARCEL MAPS

RIVER ISLANDS AT LATHROP)
E. 4. Refund any funds delivered to you by Califia that are not disbursed at the time of the final Closing pursuant to these Escrow Instructions to the following entity and address:

Califia, LLC
73 W. Stewart Road
Lathrop, CA 95330
Attn: Susan Dell' Osso
E. 5. Notify Susan Dell' Osso ( sdellosso( a) riverslands. com), Debbie Belmar ( dbelmar( criverislands. com), Brad Taylor ( btaylor@ci. lathrop. ca. us), Stephanie Rosillo- Siva ( srosillo( aci. lathrop. ca. us), Monica Garcia mcgarcia( a,c. lathrop. ca. us), Teresa Vargas ( tvarcgas( aci. lathrop. ca. us), Sarah Pimentel spimentel( aci. lathrop. ca. us), and Jose Molina ( JMolina( asigov. orq) of the completion of the Transaction;
E. 6. Within five (5) business days after the Recordation Date, deliver by overnight delivery via recognized, national, overnight delivery carrier to: (1) Susan Dell' Osso, Califia, LLC, 73 W. Stewart Road, Lathrop, CA 95330; and (2) Mr. Brad Taylor, City Engineer, City Attorney, City of Lathrop, 390 Towne Centre Drive, Lathrop, CA 95330:

A) a certified copy of the Recordation Document, showing all recording information of the Recordation Document; and
B) a certified copy of the final Settlement Statement.

F. Additional Instructions
When assembling the final documents, signature pages from all parties shall be inserted into each respective final document in creating fully executed counterparts.

Please acknowledge receipt of these instructions and your agreement to act as Escrow agent in connection with this Transaction in accordance with these Escrow Instructions, by executing and dating a copy of these Escrow Instructions where indicated below, initialing all pages and returning it to both of the undersigned.

The Escrow Instructions may be modified only in a writing signed by both of the undersigned.

Very truly yours,
Stephen J. Salvatore
City Manager
City of Lathrop
Date Susan Dell' Osso
President
Califia, LLC
Date
3 415

JOINT ESCROW INSTRUCTIONS

RECORDATION OF PARCEL MAPS

RIVER ISLANDS AT LATHROP)

ESCROW INSTRUCTIONS
ACKNOWLEDGEMENT AND AGREEMENT:

Receipt of the foregoing Escrow Instructions from Califia and the City is hereby acknowledged. The undersigned agrees, for itself, and on behalf of ORTC, to proceed in strict accordance with these Escrow Instructions. The undersigned represents and warrants to Califia and the City that the undersigned is authorized to execute this Acknowledgement and Agreement, for itself, and on behalf of ORTC.

Old Republic Title Company
By:

Its:

Date:
4 416

OWNER' S

STATEMENT

THEUNDERSIGNED,
DOES
HEREBY
STATE
THAT
THEY
ARE

THE OWNERS
OF
OR
HAVE
RECORD
TITLE

INTEREST
IN
THE
LAND

DELINEATED

AND EMBRACED
WITHIN

THE EXTERIOR

BOUNDARY
LINE
OF

THE HEREIN

EMBODIED
PARCEL
MAP,

CONSISTING
OF

EIGHT (
8)

SHEETS,
AND

WEHEREBY

CONSENT
TO

THE PREPARATION
AND
FILING
OF
THIS
PARCEL
MAP
IN

THE OFFICE
OF

THE COUNTY

RECORDER
OF
SAN

JOAQUIN

COUNTY,
CALIFORNIA .

THE
REAL

PROPERTY

DESCRIBED
BELOW

ISDEDICATED
AS

ANEASEMENT

FOR PUBLIC
PURPOSES:

1. TO
THE
CITY
OF

LATHROP

FOR PUBLIC

RIGHT- OFWAY PURPOSES,
THOSE

PORTIONS
OF
SAID
LANDS

DESIGNATED
ON
SAID
MAP
AS
SUTTER
GOULD
W

AY, COMMERCIAL
PLACE,
PARCEL
A
AND
PARCEL
B,
AND
THE
1 (
ONE)
FDOT

WIDENING

OFSOMERSTON

PARKWAY,
AS
SHOWN
ON
THIS
PARCEL
MAP.

NON- EXCLUSIVE

EASEMENT
TO
THE
CITY
OF

LATHROP,

TOGETHER
WITH
THE
RIGHT

TOCONSTRUCT,

RECONSTRUCT,
REPAIR

ANDMAINTAIN,
POLES,
WIRES,

CABLES,
PIPES,
AND

CONDUITS
AND
THEIR

APPURTENANCES
UPON,
OVER
AND
UNDER

THE STRIPS
OF
LAND
AS
SHOWN
ON
THIS
PARCEL
MAP

DESIGNATED
AS "
P. U. E ." (
PUBLIC

UTILITY
EASEMENT).
3 A

NON- EXCLUSIVE

EASEMENT
TO
THE
CITY
OF

LATHROP,

FOR PUBLIC
ACCESS
AS
SHOWN
ON
THIS
PARCEL
MAP

DESIGNATED
AS "
P. A. E" (
PUBLIC
ACCESS
EASEMENT).

TO
ENSURE

MUNICIPAL
WATER

SERVICES
TO
ALL
LOTS
SHOWN
UPON
THIS
FINAL
MAP,

ALL GROUND
WATER
RIGHTS
THAT

THEUNDERSIGNED
MAY
HAVE
WITHIN

THEDISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY

ARE DEDICATED
TO
THE
CITY

OF LATHROP,OWNER

INTENDS

TOSUBDIVIDE
THE
LAND

SUBJECT
TO
THIS
MAP
WITH
ANY
AND

ALL RIPARIAN
RIGHTS
OR
OTHER
WATER

INTERESTS
TO
WHICH

THE SUBJECT
LAND
IS

ENTITLED

THEREIN

APPURTENANT

ORRELATING
TO
THE
LANDS,

WHETHER
SUCH
WATER
RIGHTS
SHALL

BERIPARIAN,

OVERLONG,

LITTORAL,

PERCOLATING,

PRESCRIPTIVE,

ADJUDICATED,

STATUTORY
OR
CONTRACTUAL.

OWNER
DOES
NOT
INTEND
BY

THERECORDATION
OF
THIS
MAP
TD
SEVER

THE RIPARIAN
RIGHTS
OF
THE

SUBJECT
LANDS
WI
THIN

THE BOUNDARIES
OF
THIS
MAP
OR

THE SURROUNDING
PROPERTIES.

OWNERS: RIVER

ISLANDS
STAGE LLC, 1,

ADELAWARE

LIMITED

LIABILITY

COMPANY,
AS
TO
PARCEL
4 OF
TRACT
3836 (
MAP42
94)

CALIFIA,
LLC,

ACALIFORNIA

LIMITED

LIABILITY

COMPANY,
AS
TO
PARCEL
1 AND
PARCEL
5 OF
TRACT
4167 (
44 MAP
94)
BY'NAME:

SUSAN

DELL' OSSO
DATE
ITS:

PRESIDENT

TRUSTEE' S

STATEMENT

OLD REPUBLIC
TITLE

COMPANY,

ACALIFORNIA

CORPORATON,
AS

TRUSTEE,
UNDER
THE
DEED
OF
TRUST

RECORDED

SEPTEMBER
19,
2024,

ASDOCUMENT
NUMBER
2024- 079836,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN
COUNTY.

DATED
THIS
DAY
OF
202 . ACKNOWBY: NAME: ITS:

LEDGEMENT

CERTIFICATE (

TRUSTEE)
A
NOTARY
PUBLIC

OROTHER

OFFICER

COMPLETING
THIS

CERTIFICATE

VERIFIES
ONLY
THE

IDENTITY
OF
THE

INDMDUAL
WHO
SIGNED
THE

DOCUMENT

TOWHICH
THIS

CERTIFICATE
IS

ATTACHED,
AND

NOT TRUTHFULNESS, THE

ACCURACY,

ORVALIDITY
OF
THAT
DOCUMENT.

STATE

OFCALIFORNIA
3 COUNTY
OF
SAN

JOAQUIN
ON ,
202
BEFORE
ME
A
NOTARY

PUBLIC,

PERSONALLY

APPEARED
WHO
PROVED
TO
ME
ON
THE
BASIS

OFSATISFACTORY

EVIDENCE
TO
BE
THE

PERSON( S)
WHOSE

NAME( S)

IS/ ARE

SUBSCRIBED
TO
THE
W
ITHIN

INSTRUMENT,
AND

ACKNOWLEDGED
TO
ME
THAT

HE/ SHE/ THEY

EXECUTED
THE
SAME
IN

HIS/ER THEIR

AUTHORIZED

CAPACITY( IES),
AND
THAT
BY

HIS/ER/ THEIR

SIGNATURE( S)
ON
THE

INSTRUMENT
THE

PERSON( S),
OR
THE
ENTRY
UPON
BEHALF

OFWHICH
THE

PERSON( S)
ACTED,

EXECUTED
THE
INSTRUMENT.

CERTIFY
UNDER

PENALTY

OFPERJURY
UNDER
THE
LAWS
OF
THE
STATE

OFCALIFORNIA
THAT
THE

PARAGRA

FOREGOING
PH
IS
TRUE
AND
CORRECT. W
ITNESS
MY
HAND:

SIGNATURE'. NAME (
PRINT):PRINCIPAL
COUNTY
OFBUSINESS:

MYCOMMISSION MYNUMBER:

COMMISSION
EXPIRES:

PARCEL
MAP
25 -
04 -
PM
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER
NORTH
A

PORTION

OFRANCHO

ELPESCADERO,
BEING

ASUBDIVISION
OF

PARCELS
1 AND
5 OF
TRACT
4167 (
44 MAP
94),
AND
PARCEL
4 OF
TRACT
3836 (
42 MAP
84),
CITY
OF

LATHROP ,
SAN

JOAQUIN

COUNTY,

CALIFORNIA

JANUARY
2026
Westw
ood
Ph
12091571- 1765 one 1165
Sc
enic Drive,
Suite
A
Mod
esto, CA95350 estw w
oodps.com
Westwood Profession
al Services,
In
c.

CITY

CLERK' S

STATEMENT I, TERESA

VARGAS,
CITY
CLERK
OF
THE
CITY
OF

LATHROP,
STATE

OFCALIFORNIA,

DOHEREBY
STATE
THAT
THE
HEREIN

EMBODIED
MAP
ENTITLED "
PARCEL
MAP
25 -
04 -
PM ", CONSISTING
OF

EIGHT (
8)

SHEETS,

THIS STATEMENT
WAS

PRESENTED
TO
SAID
CITY

COUNOL,

ASPROVIDED
BY
LAW,
AT
A

MEETING

THEREOF,
HELD
ON
THE
DAY
OF ,
2026,
AND
THAT
SAID
CITY

COUNCIL

DID THEREUPON
BY

RESOLUTION
NO .

DULY
PASSED
AND

ADOPTED
AT
SAID

MEETING,

APPROVE
SAID
MAP,
AND

AUTHORIZED

ITSRECORDATION,

AND HEREBY

ACCEPTS
ON
BEHALF
OF
THE
CITY
OF

LATHROP,
FOR
PUBLIC
USE,
THE

DEDICATION
OF

ALL PUBLIC

UTILITY

EASEMENTS,
THE

DEDICATION
OF
ALL
PUBLIC
ACCESS

EASEMENTS,
THE

DEDICATION
OF
THE

GROUNDWATER
RIGHTS
AND
THE
OFFER

OFDEDICATION
OF
SUTTER
GOULD
WAY,

COMMERCIAL
PLACE,
AND
THE
1 (
ONE)
FOOT

WIDENING

OFSOMERSTON
PARKWAY.

PARCEL
A
AND
PARCEL
B
AS
SHOWN
ON
SAID
PARCEL
MAP

SUBJECT
TO

THE IMPROVEMENTS
BEING

COMPLETED

INACCORDANCE
WITH

CHAPTER
16,
TITLE

16. 20
OF
THE
CITY
OF

LATHROP

MUNICIPAL
CODE.

ALSO,

PURSUANT
TO

SECTION
66434( G)
OF

THE CALIFORNIA

SUBDIVISION
MAP
ACT,
THE
CITY
OF

LATHROP
DOES
HEREBY

ABANDON
A

PORTION
OF
RIVER

ISLANDS

PARKWAY

ASACCEPTED
ON
THE
FINAL
MAP

ENTIRED
TRACT
4167 "
RIVER

ISLANDS -
PHASE
I
TOWN
CENTER"
FILED
APRIL
24,
2024
IN
BOOR
44 OF
MAPS
AND
PLATS,
PAGE
94,

OFFICIAL

RECORDS
OF

SAN JOAQUIN

COUNTY,
A

PORTION
OF
THE
PUBLIC
ACCESS

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2016- 061416,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
AND
A

PORTION
OF
THE
PUBLIC

ROADWAY

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2019- 070950,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,

ASDEPICTED
IN

DETAILS
E
AND
F
ON
SHEET
7 HEREIN:

AND
THE
CITY
OF

LATHROP
HEREBY

ABANDONS
THE
P .

E. U.

WITHIN
PARCEL
1 BETWEEN

RIVERFRONT
DRIVE
AND
GARDEN
FARM
AVENUE
AS
SHOWN
ON
SAID
TRACT
4167
FINAL
MAP
AND

DEPICTED
ON
SHEET
3 HEREIN.

FURTHER
STATE
THAT
ALL
BONDS

ASREQUIRED
BY
LAW

TOACCOMPANY
THE
WITHIN
PARCEL
MAP
HAVE
BEEN

APPROVED
BY
THE
CITY

COUNCIL
OF

LATHROP
AND
FILED
IN
MYOFFICE .

TERESA
VARGAS
CITY
CLERK
AND
CLERK
OF
THE
CITY

COUNCIL
OF
THE
CITY
OF

LATHROP,
COUNTY
OF
SAN

JOAQUIN,
STATE

OFCALIFORNIA

ACKNOWLEDGEMENT

CERTIFICATE (

OWNER' S)
A
NOTARY
PUBLIC
OR
OTHER

OFFICER

COMPLETING
THIS

CERTIFICATE

VERIFIES
ONLY
THE

IDENTITY
OF
THE

INDIVIDUAL
W
HO
SIGNED
THE

DOCUMENT

TOWHICH
THIS

CERTIFICATE
IS
ATTACHED.

AND
NOT
THE

TRUTHFULNESS,

ACCURACY,

ORVALIDITY
OF
THAT
DOCUMENT.

STATE

OFCALIFORNIA
3 COUNTY
OF
SAN

JOAQUIN
ON
202
BEFORE
ME,
A
NOTARY

PUBLIC,

PERSONALLY

APPEARED
WHO
PROVED
TO
ME
ON
THE
BA
SIS

OFSATISFACTORY

EVIDENCE
TO
BE
THE

PERSON( S)
WHOSE

NAME( S)

IS/ ARE

SUBSCRIBED
TO
THE
WITHIN

INSTRUMENT,
AND

ACKNOWLEDGED
TO
ME
THAT

HE/ SHE THEY

EXECUTED
THE
SAME
IN

HIS/ER THEIR

AUTHORIZED

CAPACITY( IES),
AND
THAT
BY

HIS/ER THEIR

SIGNATURE( S)
ON
THE

INSTRUMENT
THE

PERSON( S),
OR
THE
ENTITY
UPON
BEHALF

OFWHICH
THE

PERSON( S)
ACTED,

EXECUTED
THE
INSTRUMENT.I

CERTIFY
UNDER

PENALTY

OFPERJURY
UNDER
THE
LAWS
OF
THE
STATE

OFCALIFORNIA
THAT
THE

FOREGOING

PARAGRAPH
IS
TRUE
AND
CORRECT.

WITNESS
MY
HAND:

SIGNATURE: NAME (
PRINT):PRINCIPAL
COUNTY
OFBUSINESS:

MYCOMMISSION
NUMBER:

MYCOMMISSION
EXPIRES:

COMMUNITY

DEVELOPMENT
THIS
MAP

CONFORMS
TO

VESTING

TENTATIVE

COMMISSION
AND

APPROVED
BY
THE
CITY
DATED
THIS
DAY
OF

RICARDO

CAGUTAT,

COMMUNITY

DEVELOPMENT
CITY
OF

LATHROP
CITY

ENGINEER' S
I,
BRAD
R.

TAYLOR,
HEREBY
STATE
THAT
I

SUBDIVISION
SHOWN
HEREON
IS

TENTATIVE
MAP,

IFREQUIRED,
AND
ANY
THAT
THIS
PARCEL
MAP

COMPLIES
WITH
ALL
THE

LATHROP

MUNICIPAL
CODE
OF
AT
THE
TIME

OFAPPROVAL
OF
THE
DATED
THIS
DAY
OF
BRAD
R.

TAYLOR,
R. C E
92823
CITY

ENGINEER
OF
THE
CITY
OF

LATHROP,

RECORDER' S

STATEMENT
FILED
THIS
DAY
OF
IN
BOOK
OF
PARCEL
MAPS ,
AT

REPUBLIC
TITLE
COMPANY.

FEE: $
STEVE
J.

BESTOLARIDES,

ASSESSOR -

RECORDER -
COUNTY
CLERK
SAN

JOAQUIN

COUNTY,

CALIFORNIA
417
CITY

SURVEYORS

STATEMENT
I,
DARRYL
A.

ALEXANDER,
HEREBY
STATE
THAT
I
HAVE

EXAMINED
THIS
PARCEL
MAP
AND
AMSATISFiED
THAT
THIS
PARCEL
MAP

ISTECHNICALLY
CORRECT.

DATED
THIS
DAY
OF
2026.

DARRYL
A.

ALEXANDER
L. S. P.
5071
ACTING
CITY

SURVEYOR SURVEYOR' S

STATEMENT
THIS
MAP
WAS

PREPARED
BY
ME
OR
UNDER

MYDIRECTION
AND
IS
BASED
UPON
A
FIELD
SURVEY
IN

CONFORMANCE
WITH

THEREQUIREMENTS
OF

THE SUBDIVISION
MAP
ACT
AND
LOCAL

ORDINANCE
AT
THE

REQUEST
OF

CALIRA,
LTC,
ON 2024.

DECEMBER
I
HEREBY
STATE
ALL

THEMONUMENTS
ARE
OF
THE

CHARACTER
AND
OCCUPY

THE POSITIONS

INDICATED
OR
THAT
THEY
M
LL
BE
SET
IN
THOSE

POSITIONS
BEFORE

SEPTEMBER
1,
2026,
AND
THAT

THE MONUMENTS
ARE,
OR
THAT
THEY
WILL

BE, SUFFICIENT
TO
ENABLE
THIS
SURVEY
TO

BERETRACED,
AND
THAT
THIS
PARCEL
MAP

SUBSTANTIALLY

CONFORMS
TO
THE

CONDITIONALLY

APPROVED

AMENDED

VESTING

TENTATIVE
MAP.

DATED
THIS
DAY
OF 2026.

WILLIAM
M.

KOCH,
L. SP.

NO
8092
RECITALS 1.

RIGHT
TO
FARM
STATEMENT:

PER
CITY
OF

LATHROP

MUNICIPAL
CODE

OFORDINANCES,
TITLE
15,

CHAPTER

15. 48. 04,
THE
CITY
OF

LATHROP

PERMITS

OPERATION

OFPROPERLY

CONDUCTED

AGRICULTURAL

OPERATORS
WITHIN
THE
CITY

LIMITS,

INCLUDING
THOSE
THAT

UTILIZE

CHEMICAL

FERTIUZERS
AND
PESTCIDES.

YOU

ARE HEREBY
HOTBED
THAT

THE PROPERTY
YOU
ARE

PURCHASING
MAY
BE

LOCATED
CLOSE

TOAGRICULTURAL
LANDS
ANDOPERATIONS.

YOU
MAY

BESUBJECT
TO

INCONVENIENCE

ORDISCOMFORT

ARISING
FROM
THE
LAWFUL
AND
PROPER
USE

OFAGRICULTURAL

CHEMICALS
AND

PESTCIDES
AND
FROM
OTHER

AGRICULTURAL

AMITIES,

INCLUDING

WITHOUT

UMITATONS,

CULTIVATION,

PLOWNG,

SPRAYING,

IRRIGATION,

PRUNING,

HARVESTING,

BURNING

OFAGRICULTURAL
WASTE

PRODUCTS,

PROTECTOR
OF
CROPS

AND ANIMALS
FROM

DEPREDATOR,
AND
OTHER

ACOVITES
WHICH
MAY

GENERATE
DUST,
SMOKE,
NOISE,
ODOR,

RODENTS
AND
PESTS.

BE
AWARE
ALSO,
THAT
THIS

PROPERTY
MAY
BE

LOCATED

ADJACENT

TOAGRICULTURAL

OPERATIONS

OUTSIDE

THE CITYS
JURISDICTION.

CONSEQUENTLY,

DEPENDING
ON

THE LOCATION
OF
YOUR

PROPERTY,
IT
MAY

BENECESSARY
WHAT
YOU

BEPREPARED
TO
ACCEPT
SUCH

INCONVENIENCES

ORDISCOMFORT

ASNORMAL
AND

NECESSARY
ASPECT
OF
LIVING
IN

ANAGRICULTURALLY
ACTIVE
REGION.

2. A
SOILS
REPORT
ENTITLED "

GEOTECHNICAL

EXPLORATION,
RIVER

ISLANDS
PHASE
1,

LATHROP,
CALIFORNIA" ,

REFERENCED
AS NO. 5044.

PROJECT
000. 5.
008
AND
DATED

DECEMBER
17,
2018,
HAS
BEEN

PREPARED
FOR
THIS

PROJECT
BY
ENGEO,

INCORPORATED,
JOSEF
J.

TOOTLE,
E. NO. G.
2677,
AND
IS
ON
FILE
W
ITH
THE
CITY
LATHROP.OF

3. PARCEL
MAP
25 -
O4 -
PM,
RIVER

ISLANDS -
PHASE
TOWN1,
CENTER
NORTH,

CONTAINS
9NUMBERED

PARCELS

CONTAINING

27. 158
ACRES,
MORE
OR
LESS,
AND
2 LETTERED

PARCELS

0. CONTAINING
107
ACRES,
MORE
OR
LESS,
AND

ROADWAYS
THAT
ARE
BEING

DEDICATED
BY
THIS
FINAL
MAP
WHICH

1. INCLUDE
513
ACRES,
MORE
OR
LESS
AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
BELOW):
25 -
04 -
PM
AREA

SUMMARY
STREET

DEDICATIONS

1. 513
ACE

PARCELS
1 -
9 27. 158
ACE

PARCELS
A &

0. B
107
ACE

28. TOTAL
778
ACE

4. BASED
ON

INFORMATION

CONTAINED
IN

THE PRELIMINARY
TITLE

REPORT,
ORDER
NUMBER
1214023865- LR, (

AMENDED

VERSION
3)
DATED

NOVEMBER
26,
2025,

PROVIDED
BY

OLD REPUBLIC
TITLE COMPANY.

EASEMENT

ABANDONMENT
NOTE
A

PORTION
OF
RIVER

ISLANDS

PARKWAY

ASACCEPTED
ON
THE
FINAL
MAP

ENTITLED
TRACT
4167 "
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER"
FILED 24, APRIL
2024
IN
BOOK
44 OF
MAPS
AND
PLATS.

PAGE
94,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
A
PORTON
OF
THE
PUBLIC
ACCESS

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
2016- 061416,

OFFICIAL

RECORDS
OF
SAN

JOAQUIN

COUNTY,
AND
A
PORTON
OF
THE
PUBLIC

ROADWAY

EASEMENT
AND
PUBLIC

UTILITY

EASEMENT
PER

DOCUMENT
NUMBER
070950, 2019-

OFFICIAL

RECORDS
OF
SAN

JOAQUIN COUNTY ,

ASDEPICTED
IN

DETAILS
E
AND
F
ON
SHEET
7 HEREIN;
ANS
THE
U. P.

WITHIN
PARCEL
1 BETW
EEN

RIVERFRONT
DRIVE
AND
GARDEN
FARM
AVENUE
AS
SHOWN
ON
SAID
TRACT
4167
FINAL
MAP
AND

DEPICTED
ON
SHEET
3 HEREIN,
ARE
HEREBY
ABANDONED.

PLEASE
REFER
TO
THE
CITY

CLERK' S

STATEMENT
ON 1.

SHEET
PARCEL
MAP
25 -
04 -
PM
RIVER

ISLANDS -
PHASE
1 TOWN
CENTER
NORTH
A

PORTION

OFRANCHO

ELPESCADERO,
BEING

ASUBDIVISION

OFPARCELS
1 AND
5 OF
TRACT
4167 (
44 M&P
94),
AND
PARCEL
4 OF
TRACT
3836 (
42 MOP
84),
CITY
OF

LATHROP,
SAN

JOAQUIN

COUNTY,

CAUFORNIA

JANUARY
2026 Westwood Pho
ne (
209)
571- 1165
1165
Sc
Drive,nic
Suite
A
Mod
esto, CA
95350
estwoodps. c
orn
Westwood Professional
Servic
I
es, nc.

LINE
AND
CURVE
TABLES
FOR

COURSES
SHO
WN

ONSHEET
3 ONLY
LINE
TABLE
LINE #

D IRECTION
LE
NGT H
LI
N35° 52'76"E
22' 4.

L2
N
77° 44' 32' E
8337'
L3 N74"
78'5' E
139. 88'
L4
N60° 29'
21"
W

35. 23'
L5
N74" 18' 75" E

56. 00'
L6
N29° 3O'9" E
3548'
L7
N74"
78'5" E
64 33'
L8
N70°
18' 79" E
110.
59'
L9
N 81°
OO'
28"
E
121.
82'
L10 586°
39' O7' W

40. 58'
L11
N76" 72'
19' E

40. 40'
L72
N45° 25'
49'
W
3549'
L13
N 3°
53'
00'
E

41.2'
L14
N26" 32'
17'
W
409
T
L15 N15°
16' 58' W
134. 81'
L16
N7" 31'
O9"
W

59. 22'
L77
N15" 16'
58"
W
1998'
018
N77" 44'
07'
W

91. 54 '
L79
N31 °
2927" E
3643'
020 N75°
76'
58"
W

72. 00'
L21 N74°
43'
O2"
E
74200'
LINE
TABLE
LINE
0 DIRECTI ON
LENGT
H
L22
N60 °
16' 58 '
W
35 .
36'
L23
N74° 43' O2 "
E
8000'
L24
N29° 43' O2 "
E

35.6'
L25
N74° 43' O2" E

32. 66'
L26
N90 °
OO'O" W
3682'
L27
N45 °
OO' "
W
3536'
L28N90 °
OO' "
E
6000'
129OO " N45°OO'
E

35.6'
L30N90°OO'E
323 .
37'
L31
N74. 43' 02 E

35. 66'
L32
N60° 16' 58 W
3536'
L33
N30° 4O' 31" E

41. 52'
L34
N70" 15' 46" E

70. 26'
L. 35
N84°
19'
5O"
W
12O48'
L36 N45°
OO'O" W

27.7'
L37
N45° OO'
OO'
W
3536'
L38 NO° OOOO'
E

63. 72'
L39 N71°
32" E44'
140.
60'
L40 N70°
18'9' E
110. 58'
L41 N81°
OO' 28" E
131. 54'
L42 N7°
28' 5O" E

18. 80'
REFERENCES R1)
TRACT
4167,
RIVER

ISLANDS -
IN
BOOK
44 OF
MAPS
AND
R2)
TRACT
3836,
RIVER

ISLANDS -
OF
MAPS
AND
PLATS,
PAGE
R3)
TRACT
3835,
RIVER

ISLANDS -
43 OF
MAPS
AND
PLATS,
R4)
TRACT
3837,
RIVER

ISLANDS -
MAPS
AND

PLATS ,
PAGE
38,
R5)
TRACT
3834,
RIVER

ISLANDS -
42 OF
MAPS
AND
PLATS,

SIGNATUREPURSUANT
TO

SECTION
66436
OF

FOLLOWNG

PARTIES
HAVE
BEEN
CUR VE
TABLE
CURVE #
RADIUS
DELTA
LENGTH
C7
710. 00'
51 °
13O7"
9033'
C2
967OO '
2 °
33' 4"

43. 24'
C3

87. 00'
23 °
38' 51 -
35 .
97'
C4
44OO'
1OO ° O2" 38'

77. 28'
CS
92OO'
46 °
4534"

75. 08'
C6
282 .
00'
26 °
13' 4O"
129 .
09'
C7
78OOO '
1O °
42' 57-
745 .
88'
C8
42OO'
12° 2O'5"
9 .
05'
C9
58 .
00'
7O° O8' 17 "
7026'
C70
7272OO'
3°O7' 59 "
6956 '
C77
58OO'
1O° O8' 16 "
1O26'
C12

42. 00'
12° 47' 23 "
938'
C13
1282. 00'
O °
21' 35 "

8.05'
014
822OO'
5°O5' 43 -

73. 10 '
C15

40. 0'
9°1137 -
642'

RECLAIMED

ISLANDS
LAND

HYDROCARBON

SUBSTANCES
01046177, 2001-
S. L .

C .

B .

PUBUC
ACCESS

EASEMENT
PER
D .

N.
2016- 061416,

IRREVOCABLE
OFFER
OF

EASEMENT
IN
FAVOR
OF

ISLANDS

PARKWAY)
CURVE
CURVE #
RADIUS
CI6
6OOO'
C17
832 .
00'
C18
6OOO'
C19
4OOO'
C20
567OO'
C21
633OO'
C22
700 .
00'
C23
1OOOO'
C24
110. 00'
C25
1000 .
00'
C26
8OOOO'
C27
6OOOO'
C28
1OOOO'
C29
700. 00'
418
BASIS
OF

BEARINGS

THE BEARING
OF
NORTH
0000'0" EAST

BETWEEN
FOUND

MONUMENTS
ALONG

SOMERSTON

PARKWAY
AS
SHOWN
ON
TRACT
4167 ,
FILED
APRIL
24,
2024,
IN
BOOK
44 OF
MAPS
AND
PLATS,
AT
PAGE
94,

RECORDS
OF
SAN

JOAQUIN

COUNTY ,
WAS
TAKEN
AS
THE
BASIS
OF

BEARINGS
SHOWN
ON
THIS
MAP (
ZONE
3,
NAD83).

ALL DISTANCES
SHOWN
HEREON
ARE
GROUND
DISTANCES.

SAN

NJOAOU(
RIVER
PARCEL
7 RI)
L39( MTRACT
3337
04) GARDEN

FARMS AVENUE PLUMAS
DRIVE
TRACT
3335 -
R3) ANDROMEDIA
W
AY
00' 3.

SEE
DETAIL
I
ON
THIS
SHEET
00' R=300.
5- 45 '
30' 42"
30'( M-) L=238.
6 RIVERFRONT
DRIVE
L40( M
C26( M-)
41(
M)
9 CB
C,
0 LA 00' R=277.
d=8 '
51' 34"
42 . L=
83'( E)
H -
272. 00R1021' 48 " A5- 49 .
20'( E)
PARCE
B) 2
5'
RI) P. V. E(
PARCEL
1 R))
6) i ( 362]
k
C5

17. 526
ACRES +
C25( M-)
NT 0 -- \ 11- 18', k.
6935-_- .

IH) 3 [

INCLUDING
1' WIDENING

OFSOMERSTON
Z
LT (
H) 1

PARKWAY

17. 533
ACRES
A]
M)
O
19}._
L5
L6
C3
S5i °
L` 2
6 (
R1)
LS
L4 \
o/ 00 .
00 -\
0 i
i -
G2 \
V
A
n)
1 N7O11' 10" W( R)
1 \
56 I
e\ " (
R) 7
05' 48 " f,_, 6, 35'
3063' LY'
1 3005'48" A=
k
A
00' R=5.
p '\

30. L=
63'-} (
00' R- 50.
z\‘,„,„.. .
51 -
4'\ .

S. .

I
P \ `',
1%\
P (
g1)\
SEf \ \ T:'
AAUi?
Q
OtE
m\ \_
N1
02p4
3)
aaolT)
40,
19' 25" E( R) N21'
1 1 \\
23 \
L22

2.\
N1
a '' '''
L
UE
6 9 --- ------
L20
524
L /
s
nNEN
f —
N72' J 33" 32'
E(L
L2s
528
L2
L26
C2o
525
O /
GP -;
0° -
PM
MO
C27 _
I9
6fi \
00" 00' N90'
575. E
12'
CL
INTX- M _
9'
rc
4 [ c,
00001470. 19' - - N90'
r -
021 -
L31
1'' 1.\-'

35. 12( E)
L32-
i
z4
33'( E) \
PARCEL
s
S' (
R1)
SEE
DETAIL
A
ON
THIS
SHEET
41' 23" EN84' N8027' 55 "
E
N703034"
0042.
3 _ _ N62' C2B 53' 25" E( R) NB1' 029( 2)C23
15' 05" E
PARCEL
5 11177
ACRES +

INCLUDING
1' WIDENING

OFSOMERSTON

PARKWAY
11 533
ACRES
2]
R1)
PARCEL
4( R2)
2, 519
S. F.
2 536
99' 277.

L35
00" 00' 90'
E
N90'
89'( T) 289.

DO' 00" E
86'( M - 455.

M)
TRACT
3833
43 MOP
28)
NO0'
R) 33' S0" W(
51 O6' N13'
41"
W( R) \
00' 2034. R=
32' 12 5=
51"
445L=
A3
L34
5=
15'
58" 16_
56014' - L=

SOMERSTON

W PARKWAY

IDENING
LOT
25 RI)
RAE
AND
POE
PER
D.

N.
2016061416 &
D.

N.
2019- 070950 PARCEL
A
121)
TRACT
4167
SHOWED
THE
1 FOOT

WIDENING
ALONG
SOMERSTON PARKWAY.

HOWEVER,

THE WIDENING
WAS
NOT
SHOWN

ASOFFERED
IN

THE OWNERS'

STATEMENT
AND
WAS
NOT
SHOWN

ASACCEPTED
IN
THE
CITY

CLERK' S
STATEMENT.

C15 C16 C78
O
L14 C19 L15
5'
Rl) P. U. E(
L16 L17
06' 19 " 20' 5=27'( M-) L=105,
00' R- 300. 156g91MOV39)p5025p0 20p6\
PN
p%o
NOS
pP
Oop2\ft,
p, \
SEPN
vP\
L0
PAR
R) 1

MONUMENTATION
NOTES
o

72. PARCEL
3 R1) PARCEL
4 R11
B.
9 FOUND

STANDARD
CITY
OF

LATHROP

MONUMENT
WELL
STAMPED "
PLO 7788"
PER (
R1)
X•
FOUND

STANDARD
CITY
OF

LATHROP

MONUMENT
WELL
STAMPED "
PLS
7788"
PER (
65)
FOUND
3/
4"
IRON
PIPE
WITH

PLASTIC
PLUG '
PLO
7788"
PER (
R1), (
R4)
AND (
R5)
A
FOUND
1/ 2"-
BRASS
DISK
STAMPED "
PLO 7788"
PER (
62)
0 75'
150 '
300'
00' 40. 00' 41. 0 SE
no U1r
SCALE:
1"
150'
A

RIVERFRONT
DRIVE
f`
RIVE10 ' 28
62' 237.

N
C10-- • LIO---
C9
39' 25 WR — NO3'
PARCEL
5 R1)
R- 100 .
00'
5=8 .
06' 35" 15' L=14.

N8153' 25 "
E( R)00' R=100. 38' 20 " 19' 0=28' L=34. N6215' 05E( R) R=100 . 00'
27 ' 5=
44' 55" 43' 48. LDETAIL
I
FROM
THIS
SHEET
1 "=
507

1. 2.
3 200.

R1)
M -
M -
M -

T) A) E)
D .

N .

N. AP. UP .

A .
419
PARCEL 7
TRACT
4167) R1)
TRACT
3337
R4)
GARDEN

FARMS AVENUE PLUMAS
DRIVE
TRACT
3335_
1631 ANDROMEDIA
W
AY
TRACT
3333
43 MAP
231
GARDEN
FARMS
AVENUE
LOT
25 TRACT
41671
R1)
11 PARCEL A
TRACT
4167) R1)
PARCEL 3
TRACT
4167) R1)
PARCEL 3
TRACT
4167) R1)
PARCEL 4
TRACT
41671
R1)
A
420
PARCEL
1 cca O 0 00' N000
E
00' 3,. PARCEL
7 TRACT
41671
IR11 TRACT
3837 ARROWR4)

BROOK COURT
TRACT
3835
IRO)
PARCEL
2 N61 '
46' 28" E( R)
31'( 4 - 483.

INTO) (
82'( M-) 91.0°
00'" EN90
12( T) 575.

GARDEN
FARMS
AVENUE
DETAIL
B
FROM
THIS 1" = 20' ) SHEET
00' 10.
6500' R=
09' 14 " 22' 4=
20' \ L=23. 00' R=7.J
JF' \
09' 14" d=22' L=27 .
07'
oQ' \
PARCEL
2 37' 13" E( R) N39'
00' 1.

P .

U .

DETAIL
FROM
THIS
SHEET
1"= 20')
00' R- 6.

39. 44 " 5='
24' L=57.

COMMERCIAL
PLACE
C131M
MA
O•
1d=0 =
01' 141.

L16
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O
15'
E1- C37( E)il G
SAN

JOAOUIN
RIVER
55' 21 " N45'
W( R)
R\
193A21µ
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d=134 .
21' 48 "
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c
re • '% 2570' ( E)

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SEE
DETAIL
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ON
SHEET
8 PARCEL
1 3. 681
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U
02" 53' N21'
E
R
00' R=110.
50' 0=
31"39'
26' L=97.

C'
72'( E) 40.
33" 32' N72
E
R
NOB -
27' 41" E
39' 32. 54" 34' N32'
W
75' 29.

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E
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21 31'( 4 - 483.

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DETAIL
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0=54 '
39' 44"24' L=57.
00' _ 8.
53' 04 WN0'
77' 27.

C4
PARCEL
2 2. 101
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42"
E
73' 14.
x -
10'
P.

E.
16' N15
58"
W
2417'
@2 -

16. A- 15'
58"
02' L=88.
00' R=330.

SEE
DETAIL
B
ON
THIS
SHEET

1. 8Y( M—)
I
SO" o0' N90'
E
12'( T) 575.

GARDEN
FARMS
AVENUE _
0' N90T)
00"
W
T) 19'( 470.
13,
RIVER

ISLANDS

PARKWAY
PARCEL
6 SEE
SHEET
7 7®
PAPAV
RNR svI\ E
32' 185.
r"T- '--
33'( U) 24.
1 L35
E) 12'( PARCEL
7 C32
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3 2 .
550
ACRES ±
284.
87'

24. 33'( 0)
C30 10'
P .

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E.
11'0" WN70'
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C31
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d=0 '
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9tiD
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PARCEL
4 09' 40 " N66'
W
00' 55. 50' 2 " N23'
E
37 .
45'
SEE
DETAIL
C
y/ ON
SHEET
6 PARCEL
5 6 SHEET SEE PARCEL
6 TRACT
4157) R1)
A
NOTES
I
SEE
SHEET
2 FDR

2. SEE SHEET
3 FOR

3. SEE
SHEET
8 FOR
FOUND

STANDARD
X•
FOUND

STANDARD
C)

SET STANDARD
CITY
FOUND
3/ 4 "
IRON
o
SET
3/ 4°
IRON
PIPE
SET
5/ 8 "
x
24'
4 SET
1 .
00'

WITNESS

PERPENDICULAR
TO
A
FOUND
1/ 2 " 2-
t

NOTHING
SET
FOR
O
SET
1 .
00'

WITNESS
5/ 8 "
x
24"
REBAR
421

1. NOTES SEE
SHEET
2 FOR REFERENCES.

2. SEE
SHEET
3 FOR
BASIS

OFBEARINGS
AND
LEGEND.

3. SEE SHEET
5 FORMONUMENTAPON
NOTES .

4. SEE SHEET
8 FOR
UNE
AND
CURVE
TABLES .
5 SHEET SEE
PARCEL
3 SEE
DETAIL
C
ON
THIS
SHEET
6 C4
PARCEL
2 C3 C5(
032
LVo °
40 0\
9 a
O
lol
PARCEL
7 SEE
SHEET
7 Z
B
SEE
DETAIL
D
ON
THIS
SHEET
IVERFR0NT
DRIVE
41 0.
o8( 9-
NYf
00' R=780.
20' 37" 0 e=
5'
P .

R1) E( V.
68' L=4.

N84' 41 '
23° E( R)
15' 59 ° N27'
W( R) 55.
09' 40 WrN66'
00' 20" S0' N23'
E N42' 45' 37.
28' 35 W
13' 5.
49' 32° EN37'
R
50' R=92.
28" T10' 4=
58' L=11.
50' R=92. 02'43. S=29'98' L=47.

C2) C22
27' 55" E( R) N80'
PARCEL
4 6. 346
ACRES
3 36'4" E( R075'
C24
C25
T1
PARCEL
5 TRAC
T
4167) R1)
NOT31b9" W
22' 59.
16' 58 " 1115'
W
98' 19.
29' 531'
27"
E
43' 36.

PARCEL
3 TRACT
4157) R1)
PARCEL
4 TRACT
4157) R1)
L18( M-)
O
u
0 40'
80'
160'
SCALE:
1" =
80'
0 A
R=
RIVERFR0NT
DRIVE
62' 237. L=
M —
M
2822 , p=10'
L17
T —
L20-- C14
015
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R
R=56 .
00'
N23' 0826
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R=101 .
00 N4838' 46 "
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00' R=6.
28'3 * A=6'
78' L=6.

N13 '
02' 25" E
R
027
855' 0709
E
R
14' 09" EN72'
R
47' N89
PARCEL
4 DETAIL
D
FROM
THIS
1 "=
50')
PARCEL
3 C29 °
2 35 . L>
82 // ..)
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T) / 026(
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R) 7
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p
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10 P. V. E.N7011' 10 "
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10. 0o
FROM
ti'
422
TRACT
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1841
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TRACT
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R3)

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DRIVE
SEE
SHEET
5 PARCEL
1 53' 22" E( R) N21'
41' 110. R=
00' 39' 31' 0- 50'
26' L=97.
32'3" AIR) N72' c-' N72' L30 33" 32'
E( R)
00" 00' 490'
E
37' 323.

RIVERFRONT
0 DRIVE erg
C0
OR
01'0 " N80'
E
483. 31'( 4 -
CL
147x)
GARDEN
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AVENUE
990100' 00" E
12'( T) 575.
00" 00' N90'
470. W
19'( T)
i `
33') E 24.
4072'( E) -
n
I 1-0'
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6 2.004
ACRES
t
N90O0' 00 E
81' 348.

SEE
DETAIL
H
ON
SHEET
8 NAT' 53' 25" E( R) 00' R- 100.
20" 36' 8- 19
28' 34. L- 05" 96215'
E( R)
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PARCEL
9 S.
2, 519
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99'( 7) 277.
22' PAE
AND
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PER
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RIVER

ISLANDS

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To PARCEL
2 SEE
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B
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a
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1 L—
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m PARCEL
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S. F
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6 PARCEL
5 010)
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064 43' 4'
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PARCEL
A
3071 F.

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7 8.135
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t
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E
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8 0.947
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LOT
25 TRACT
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03192. 1=
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SEE
DETAIL
E
ON
THIS
SHEET
16' 58" W960'
38' 18. SEE
DETAIL
F
L=
0=
15'
210S00MN' 516'
00 2131=
PARCEL
A
TRACT
4167) R1)
0 40'
80'
160'
PARCEL
6 TRACT
4167) R1)
SCALE:
1" =
80'
A

1. SEE

2. SEE

3. SEE
4 SEE

PORTION
OF
RIVER

ISLANDS
WITHIN
PARCEL
7 BEING

ABANDONED
BY
I
ZpB,
0819
X36 1>
Mg91M'
69000' 00 "
E
277 .
99'( T)
228.2
7749.

N8054' 35" W

75. 9

PORTION
OF
RIVER

ISLANDS

PARKWAY
PER (
R1)
WITHIN
PARCEL
7 BEING

ABANDONED
BY
THIS
MAP.
0'
O
PARCEL
7 00' " N45'
E
43'( 7) 42.

N84' 9. 50' w 66. 1
00'" EN90'
09' 35.
120.
7 .
73'
33' NO0'
FROM
5-
423
LINE
AND
CURVE
TABLES
ARE
FOR
SHEETS
5THROUGH
8 ONLY
LINE
TABLE
LINE #

DIRECTION
LENGTH N35' L1
52' 16" E
52' 40.

L2 32" 44' N71'

83. E
31' N60' L3 21' 29
W
23' 35. 945' L4 00" 00'
E 36'35.

L5 32" 44' 971'
140. E
50'
L6 00" 00' 990
E
00' 60.

L7 35. 36'
00' WN45
L8 36.
00'" EN90'
82'
L9 32.
43' 02" E674'
66'
L10 02" 43' 829'
E
36' 35. 974' L11
43' 02" E
00' 80.

L12
30'9" EN29'
48'35.

L13 64.
18'5" E974'
33'
L14 15' 87418
E
00' 56.

L15 110.
18'9 E870
59' N7018' L16
19" E
58' 110.

L17
00' 25E N81'
82' 121. N81" 00'28" L18 131. E
54'
L20 07° 39' N86
W 58'40.

L21 40.

N7812' 19" E
40'
LINE
TABLE
LINE
M

DIRECTION
LENGTH
L22
25' 49 ° 945'
W
49' 35.

L23
N3' 5 '
00" E
42' 41.

L24
32' 11 " N26'
W

40. 91 '
L25
16' S8" WN60'
36' 35.28'50 " L26N1' E
18 .
80'
L27
43' 02 ' 874'
E
35 .
66'
L28
N6016' 58" W
35 .
36'NB' L29 21' 33'
W
02' 19. N90' L30 00" 00'
E
00' 12.

L31 0500' N45
W 36' 35.

L32
43' 02" WN85'
00' 60.

L33
37' 11" ENA3'
13'5.

CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
C1
967 .
00 2' 33 '
43"
43 .
24'
C2
1000. 0
33' 4 " 2'
44 .
72'
C3
567. 00
1516' 58 "
24' 151.

C4
50 .
00 350548"
30 .
63'
C5
600. 00
1516' 58 "
04' 160.

87. 00
23 '
38' 51°
91' 35.

C7
44 .
00 38' 02" 100'
28' 77.

92. 00
4534 " 46'
08' 75.

C9
282 .
00 26' 13 '
40 "
129 .
09'
C10
300 .
00 1516' 58"
80 .
02'
C11
300. 00
30' 42 " 45'
238 .
30'
C12
780 .
00 10 '
42' 57"
145 .
88'
C13
800. 00
42' 09 " 10'
43' 149.

C14
4200
20'5" 12'
9 .
05'
C15

58. 00
08' 17" 10'
10 .
26'
C16
1272. 00
59" 3'07' 56' 69.

C17 58. 00
08'16" 10
10 .
26'
C1B 42. 00 12' 23"47'
38' 9.

C19
1282. 00
02035"

8. 05'
C20
822. 00
50543"

73. 10'
C21
4000
11' 37" 9
42' 6.

C22 60. 00
132504"
05' 14.

CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
C23
832 .
00 51' 2" 4'
51' 70.

C24

60. 0
08' 44" 12'
12 .
72'
C25

40. 0
1513" 1'
7 .
86'
C26
92 .
50 16 '
17' 26"
26 .
30'
C27
60 .
00 00' 48" 26'
27 .
24'
C28

56. 00
51' 2 " 12'
57' 12.

C29

2. 00
18' 09" 145'
07' 5.

C30

60. 0
41'° 54
28' 57.

C31

50. 0
350548"
63' 30.

C32
633. 00
1516' 58"
84' 168.

C33
285. 00
6 '
43' 37"
33 .
46'
C34
100. 00
06' 35 " 8'
1415'
C35
110 .
00 39'1" 50
97 .
26'
C36
272. 00
21' 48" 10'
49 .
20'
C37
277. 00
51' 34 " 8'
4283'
C38

60. 0
07'0" 17
92' 17.

C39

60. 0
9 '
34' 0 "
02' 10.

C40

60. 0
55' 01 " 4'
15' 5.

C41
60, 0
23 '
05' 37"
18' 24.

C42
92 ,
50 43' 27" 14'
77' 23.

C43

92. 50
34' 00 " 1'
2 .
53'
E) E)
RADIAL

BEARINGS
LINE
N

DIRECTION
R) 1
37' 13" EN9'
R) 2
38' 43" WNO'
R) 3
N1 '
0018" W
R) 4
N6 '
24' 5 "
E
R) 5
19' 03" E8'
R) 6
N1 '
45' 03 "
E
R) 7
NI
2 '
58' 23" W
NO1SHJWOS kiVdAVM)
42 US
00N00. 00, 3 ,
5=
5 33'
37"
08' L=1.
82119'
25"
E
R
NOTES
A

1. SEE
SHEET
2 FOR REFERENCES .

2. SEE
SHEET
3 FOR
BASIS

OFBEARINGS
AND
LEGEND.

3. SEE SHEET
5 FORMONUMENTATION
NOTES.
1' WIDENING
OFRIGHT— OF WAY
BEING
RE — DEDICATED
BY
THIS
MAP
AS
IT
WAS
NOT
LISTED
AS
BEING

ACCEPTED
IN
THE
CITY

CLERK' S

STATEMENT
ON
TRACT
4167 .

DETAIL
G
FROM
SHEET
5 1" =
5)
N2119' 25 "
W
33' 0=
L=1.

AV
MNHVdNO1SH3WOS
424
CITY MANAGER' S REPORT ITEM 5. 1
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: PUBLIC HEARING ( PUBLISHED NOTICE) TO CONSIDER

ADOPTION OF AN ORDINANCE OF THE CITY COUNCIL

OF THE CITY OF LATHROP TO UPDATE THE POLICY FOR

THE USE OF MILITARY EQUIPMENT BY THE LATHROP

POLICE DEPARTMENT, IN COMPLIANCE WITH
CALIFORNIA GOVERNMENT CODE SECTIONS 7070-
7075, ASSEMBLY BILL 481
RECOMMENDATION: The Council to Consider the Following Items:

1. Hold a Public Hearing Pursuant to Published
Notice; and

2. Take No Action. Staff Will Bring Item Back for
Future Consideration.

SUMMARY:

California Assembly Bill 481 ( AB 481), codified in California Government Code sections 7070-075, requires local Police Departments to implement a new, or update or add to, existing military equipment use policy, via ordinance, annually. AB 481 required initial adoption by April 30, 2022, to continue using previously acquired military equipment, effective May 1, 2022.

Lathrop Police Department caused a public hearing notice to be published and posted initial drafts of the 2025 Military Equipment List and the 2025 Annual Military Equipment Report. However, minor revisions were needed, and both documents were revised. New drafts were posted to the Police Department' s AB 481 webpage on
February 3, 2026, along with a revised Notice of Public Hearing published in the Manteca Bulletin on February 6, 2026. AB 481 requires the draft documents to be published to the Police Department' s
website 30 days ahead of a public hearing,
before Council can take action.

Tonight, the Police Department is requesting that the City Council hold a public hearing pursuant to published notice, receive information presented by the public, and close the public hearing. Staff will bring this item back to Council for future consideration.

BACKGROUND:

Assembly Bill 481 Background
On September 30, 2021, AB 481 was signed into law to address the funding, acquisition, and use of items lawmakers deem to be considered military equipment.

This bill requires law enforcement agencies to obtain approval of the applicable governing body, by adoption of a military equipment use policy, as specified, by ordinance at a
regular meeting held pursuant to specified open meeting laws, prior 425

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

PUBLIC HEARING TO CONSIDER AN ORDINANCE FOR USE OF MILITARY

EQUIPMENT BY THE LATHROP POLICE DEPARTMENT
PAGE 2
to taking certain actions relating to the funding, acquisition, or use of military equipment, as defined by Government Code Section 7070.

FISCAL IMPACT:

There is no fiscal impact at this time. Staff will bring this item back to Council for future consideration. Any fiscal impact will be identified at that time.

REASON FOR RECOMMENDATION:

Staff requests City Council take no action at this time. Because an initial notice of public hearing was published on January 9, 2026, for a public hearing to be held February 9, 2026, Council is asked to open a public hearing, receive information presented by the public, and close the public hearing. Staff will bring this item back to Council for future consideration.
426

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

PUBLIC HEARING TO CONSIDER AN ORDINANCE FOR USE OF MILITARY

EQUIPMENT BY THE LATHROP POLICE DEPARTMENT
APPROVALS:
en Se
ief of Poll
Cari Jame
Finance Di ctor
ca fa -1 4... 63
Date
2/ ylaoa4,
Date
PAGE 3
Thomas Hedegard Date
Deputy City Manager
2 - 3 - 1_01_
Salvador Navarrete Date
City Attorney
Z•4 -Z.

Stephen J. Salvatore Date
City Manager
427

PAGE LEFT

INTENTIONALLY
BLANK
428
ITEM 5. 2

CITY MANAGER' S REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING
ITEM: PUBLIC HEARING ( PUBLISHED NOTICE) TO

CONSIDER AMENDMENTS TO VARIOUS CHAPTERS OF

THE LATHROP MUNICIPAL CODE ( LMC) TO

MODERNIZE, SIMPLIFY, AND STREAMLINE VARIOUS
SECTIONS IN TITLE 17, ZONING ( TA -25- 158)
RECOMMENDATION: Council to Consider the Following:

1. Hold a Public Hearing; and

2. First Reading and Introduce an Ordinance to
Adopt Various Amendments to the Lathrop
Municipal Code ( LMC) to Modernize, Simplify, and
Streamline Various Sections of Title 17, Zoning.

SUMMARY:

The proposed Municipal Code Text Amendment is a staff -initiated proposal to modify various sections of the Lathrop Municipal Code ( LMC) in order to maintain consistency with the City' s 2023-031 6th Cycle Housing Element; and to modernize, simplify, and streamline Title 17, Zoning. The proposed amendments include:

Updating the residential zoning and definitions sections regarding residential care facilities and group homes;
Updating the permitted uses sections of the Commercial Office and Service Commercial designations of Lathrop Gateway Business Park Specific Plan, as well as Open Space/ Park designation of the River Islands at Lathrop; Creating new specialized housing regulations chapter that lists regulations of permitted housing types under California state law; and Updating code sections pertaining to requirements involving: parking, accessory dwelling units ( ADU' s), non -conforming uses and signage, landscaping, public hearing notices, time extensions and the Conditional Uses chapter.

BACKGROUND:

In 2009, the City adopted an Economic Development Strategic Plan to guide the City Council in making decisions regarding economic growth for the City. In 2011, the City indicated a desire to accelerate economic and business growth development efforts by creating an Economic Development Program. To implement the City' s economic goals and policies, staff regularly reviews and monitors various department policies, procedures, and the Zoning Ordinance for areas that need improvement. 429

CITY MANAGERS REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

MUNICIPAL CODE AMENDMENT
PAGE 2
Staff determined and identified various sections of the LMC that are ambiguous, unclear and outdated. The intent of the proposed amendments is to assist and encourage development by providing concise and clear requirements for residents, developers and staff.

From 2013 through 2024, the City has approved similar efforts and updated various sections of the LMC in 8 of its last 12 years. The last significant update was in 2023 with the City approving the Zoning Consistency Project, which updated various sections of the LMC to be consistent with the City' s
General Plan. The other seven
previous updates were well received by the community and staff members that process development applications. The current amendments follow the same principles of the previous updates through integration of current policies and procedures, application of current State law, and incorporating best practices within the planning profession.

The LMC requires any amendments proposed to the City' s Zoning Ordinance to be reviewed by the City' s Planning Commission and the City Council. Once the Planning Commission makes a recommendation on the amendments, the recommendation is then forwarded to the City Council for their consideration for approval.

At theft regular meeting of January 21, 2026, the Planning Commission considered the proposed amendments to the LMC. Following deliberation, the Planning Commission voted unanimously ( 4-0-1, Commissioner Ralmilay Absent) to recommend the City Council adopt an Ordinance allowing for various amendments to the LMC. Planning Commission Resolution 26- is included with this Staff Report as Attachment 22.

ANALYSIS:

Staff has determined the following text amendments conform to both the City' s 2022 General Plan Update and the City' s 2023-031 6th Cycle Housing Element that was adopted by the City Council in February 2025. The proposed text amendments will modify the following Chapters and Sections of the LMC:

Chapter 17. 04 General Provisions
The proposed amendment will clarify that temporary canopies and pop -ups are considered accessory structures and that a large residential care home will be defined as a home for 7 or more persons as well as provide a definition for a Battery Energy Storage System ( BESS) facility.
430

CITY MANAGERS REPORT
FEBRUARY 9, 2026 CITY COUNCIL REGULAR MEETING

MUNICIPAL CODE AMENDMENT
PAGE 3
Chapter 17. 30 Specialized Housing Regulations
The proposed amendment will create the new chapter to include: Low Barrier Navigation Centers, Transitional and Supportive Housing, Residential Care Facilities, Farm Worker and Employee Housing, and Streamlined Affordable Housing Approvals sections in compliance with the City' s
6th Cycle Housing Element. In addition, this
chapter will include the existing Emergency Shelters and Reasonable Accommodation for Persons with Disabilities sections from the LMC to help consolidate these similar sections together.

Chapter 17. 32 R One -Family Residential District
The proposed amendment will add Large Residential Care Home which allows for a group home of 7 or more persons as a Conditional Use in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 36 RM Multi - Family Residential District
The proposed amendment will add Large Residential Care Home use which allows for a group home of 7 or more persons as a Conditional Use in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 57 Mossdale Landing Zoning Districts
The proposed amendment will add Large Residential Care Home which allows for a group home of seven (7) or more persons as a Conditional Use in all residential zoning designations throughout the Mossdale Landing area. This includes Low Density Residential ( RL- MV), Medium Density Residential ( RM- MV), and High Density Residential ( RH- MV) in the Mossdale Landing Urban Design Concept, as well as Low Density Residential ( RL- MV) and Medium Density Residential ( RM- MV) in the Mossdale Landing East Urban Design Concept and Medium Density Residential ( RMMV) and High Density Residential ( RH- MV) in the Mossdale Landing South Urban Desing Concept. This will also ensure compliance with the City' s 6th Cycle Housing
Element.

Chapter 17. 58 Lathrop Gateway Business Park Zoning Districts The proposed amendment will update the Commercial Office ( CO- LG) Permitted Use and Conditional Use lists to be consistent with other commercial office uses throughout the City. Additionally, the Battery Energy Storage System ( BESS) facility use will be added to the Service Commercial ( CS- LG) zoning designation as a conditional use with spacing requirements.

Chapter 17. 61 River Islands Zoning Districts
The proposed amendment to this section will update the Permitted Use description in the OS/ P- RI zoning designation to remove schools so that they will not be allowed in the flood zone. Additionally, the Permitted Uses Table will be updated to allow Fire Stations as a conditional use, and public and quasi -public, and utility service facilities as a permitted use in the OS/ Pzoning designation. This will allow the future Lathrop - Manteca Fire District station and various River Islands administrative offices to be permitted in the OS/ P- RI zone.
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Chapter 17. 62 Central Lathrop Zoning Districts
The proposed amendment will add Large Residential Care Home which allows for a group home of seven ( 7) or more persons as a Conditional Use in all residential zoning designations throughout the Central Lathrop Specific Plan area. This includes the Variable Density Residential District ( VR- CL), High Density Residential ( HR -CL), and the Residential/ Mixed- Use Zoning District ( R/ MU- CL). This will also ensure compliance with the City' s
6th Cycle Housing Element.

Chapter 17. 64 Home Occupations
The proposed amendment will add a Purpose section to clarify the intent of the section and to provide consistency with the other sections of the LMC.

Chapter 17. 74 Emergency Shelters
The proposed amendment will remove the chapter from the LMC and relocate it to the newly proposed Chapter 17. 30 Specialized Housing Regulations to help consolidate similar chapters in one location.

Chapter 17. 76 Off -Street Parking and Loading
The proposed amendment will update the bicycle parking standards to require bicycle parking with every commercial and industrial development regardless of the amount of parking spaces that are being provided. Additionally, the passenger vehicle parking requirements will be updated to allow gas station and truck stop pump stalls to count toward the overall parking stall count and the parking space size measurements will be updated to be consistent with the industry standard. The proposed amendment will also update the multi -family parking requirements to be consistent with the City' s 6th Cycle Housing Element.

Chapter 17. 80 Accessory Dwelling Units
The proposed amendment will update several sections to the chapter which include rental terms, impact fees, permit processes, size limitations, number of allowed ADU' s, etc. to be consistent with State Law.

Chapter 17. 84 Signs
The proposed amendment to the chapter clarifies that any commercial property for sale, lease, or rent will be allowed to have a maximum of one ( 1) advertising sign.

This section of the chapter did not previously provide a minimum or maximum amount of signs that are allowed.

Chapter 17. 92 Landscaping and Screen Standards
The proposed amendment will update the chapter to allow for drought tolerant landscaping materials such as mulch, rock, decomposed granite, pavers, stone walkways, and other materials to count towards the 35% front yard and street - side yard landscaping requirement as long as they are integrated with the landscape design. Currently, the LMC allows only living plant materials to count toward the 35% landscaping calculation.
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Chapter 17.00 Site Plan Review
The proposed amendment will update the chapter to allow for the Planning Commission or City Council to grant a lesser or greater time extension for Site Plan Review development projects. Currently, there is only a one ( 1) year extension that is allowed to be granted. This will allow applicants who experience unusual hardships or due to the size and complexity of the project to request additional time.

Chapter 17.08 Administrative Approval of Certain Uses
The proposed amendment will clarify that a Temporary Use Permit ( TUP) will be required for any temporary use on commercial and industrial zoned properties. This process does not include residential properties.

Chapter 17.12 Conditional Uses
The proposed amendment will update the chapter to require a Conditional Use Permit to be approved by the City Council for any project that is located within the Central Lathrop Specific Plan Phase 2 area ( north of Dos Reis Road and south of De Lima Road). This is a condition that was approved by the City Council as part of the City' s 2022 General Plan Update. The amendment also includes fixing a typographical error.

Chapter 17.16 Nonconforming Uses and Structures
The proposed amendment will clarify various sections of the chapter for ease of use and clarity.

Chapter 17.24 Amendments
The proposed amendment will update the public hearing notice requirement for any proposed ordinance or zoning ordinance that affects the permitted uses of real property to be given no less than twenty ( 20) days prior to the public hearing date.

This will help ensure compliance with State Law.

Chapter 17.26 Reasonable Accommodation for Persons with Disabilities The proposed amendment will remove the chapter from the LMC and relocate it to the newly proposed Chapter 17. 30 Specialized Housing Regulations to help consolidate similar chapters in one location.

Public Notice
A Notice of Public Hearing was advertised in the Manteca Bulletin on Friday, January 16, 2026, emailed to the public hearing subscribers, and posted on the City website.

In addition, the meeting agenda was posted at designated posting locations in the City. As of the writing of this report, no comments were received in favor or against the proposed amendments.
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MUNICIPAL CODE AMENDMENT
CEQA REVIEW:

PAGE 6
The proposed Municipal Code Text Amendment is exempt according to the California Environmental Quality Act ( CEQA) Article 5 § 15061 by the " Common Sense Exemption" in that CEQA applies only to projects that have a potential for causing a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment. The purpose of the amendment is to achieve consistency with the General Plan and to modify existing language in the Municipal Code to provide flexibility and is primarily procedural in nature.

Additionally, the text amendments do not propose or require any specific development project. Any specific development project undertaken in the future pursuant to the amended zoning code would be required to comply with CEQA at that time.

RECOMMENDATION:

The Planning Commission and staff recommend that the City Council consider all information provided and submitted, take and consider all public testimony and, if determined to be appropriate, take the following actions:

1. Introduce an Ordinance adopting the following various amendments to the Lathrop Municipal Code ( LMC) to modernize, simplify, and streamline various sections of Title 17, Zoning.

Chapter 17. 04 (General Provisions): Clarify what is considered an Accessory Structure, define a Battery Energy Storage System ( BESS) and modify the small and large residential care home definitions.

Chapter 17. 30 (Specialized Housing Regulations): Create a new chapter to include Low Barrier Navigation Centers, Transitional and Supportive Housing, Residential Care Facilities, Farm Worker and Employee Housing, Streamlined Affordable Housing Approvals, Emergency Shelters, and Reasonable Accommodation for Persons with Disabilities in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 32 (R One -Family Residential District): Update the Conditional Use Section to allow for a group home of 7 or more persons in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 36 ( RM Multifamily Residential District): Update the Conditional Use Section to allow for a group home of 7 or more persons in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 57 (Mossdale Landing Zoning Districts): Update the residential zoning designations to allow for a group home of 7 or more persons as a Conditional Use in compliance with the City' s 6th Cycle Housing Element. 434

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Chapter 17. 58 (Lathrop Gateway Business Park Zoning Districts): List the proper zoning designation and update the Permitted Use and Conditional Use lists and add Battery Energy Storage System ( BESS) as a Conditional Use with distance requirements.

Chapter 17. 61 (River Islands Zoning Districts): Update the Permitted Use description to remove schools within the OS/ P- RI Zoning Designation, update the Permitted Use Table, and update the multi -family parking requirements in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 62 (Central Lathrop Zoning Districts): Update the residential zoning designations to allow for a group home of 7 or more persons as a Conditional Use in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 64 (Home Occupations): Update the chapter to provide a Purpose" section to be consistent with other chapters of the Lathrop Municipal Code.

Chapter 17. 74 (Emergency Shelters): Remove the chapter from the Lathrop Municipal Code.

Chapter 17. 76 (Off -Street Parking and Loading): Update bicycle, passenger vehicle, parking standards, and multi -family parking requirements in compliance with the City' s 6th Cycle Housing Element.

Chapter 17. 80 (Accessory Dwelling Units): Update several sections of the chapter to be consistent with State Law.

Chapter 17. 84 (Signs): Clarify the number of for sale, lease, or rental advertising sign on commercial properties.

Chapter 17. 92 (Landscaping and Screening Standards): Clarify various drought tolerant landscaping materials eligible to count towards the landscaping requirement calculation.

Chapter 17.00 (Site Plan Review): Add a section to allow the Planning Commission or City Council to grant a lesser or greater time extension for Site Plan Review development projects.

Chapter 17.08 (Administrative Approval of Certain Uses): Clarify that any temporary use on a commercial or industrial zoned property will require a Temporary Use Permit ( TUP).
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Chapter 17.12 (Conditional Uses): Update reference to code section and clarify that any proposed projects located within the Central Lathrop Phase 2 area north of Dos Reis Road and South of De Lima Road will require approval of a Conditional Use Permit ( CUP) from the City Council per the City' s 2022 General Plan Update.

Chapter 17.16 (Nonconforming Uses and Structures): Update various sections of the chapter to clarify alterations and additions to nonconforming uses.

Chapter 17.24 (Amendments): Add public hearing notice requirement to be consistent with State Law.

Chapter 17.26 ( Reasonable Accommodation for Persons with Disabilities): Remove the chapter from the Lathrop Municipal Code.

FISCAL IMPACT:

There is no fiscal impact to the City of Lathrop, only staff time to prepare the report.

ATTACHMENTS:

1. Ordinance Approving Various Municipal Code Amendments

2. Mark- up of Chapter 17. 04 General Provisions

3. Mark- up of Adding New Chapter 17. 30 Specialized Housing Regulations

4. Mark- up of Chapter 17. 32 R One -Family Residential District

5. Mark- up of Chapter 17. 36 RM Multifamily Residential District

6. Mark- up of Chapter 17. 57 Mossdale Landing Zoning Districts

7. Mark- up of Chapter 17. 58 Lathrop Gateway Business Park Zoning Districts

8. Mark- up of Chapter 17. 61 River Islands Zoning Districts

9. Mark- up of Chapter 17. 62 Central Lathrop Zoning Districts

10. Mark- upof Chapter 17. 64 Home Occupations

11. Mark- upof Eliminating Chapter 17. 74 Emergency Shelters

12. Mark- upof Chapter 17. 76 Off -Street Parking and Loading

13. Mark- up of Chapter 17. 80 Accessory Dwelling Units

14. Mark- upof Chapter 17. 84 Signs

15. Mark- upof Chapter 17. 92 Landscaping and Screening Standards

16. Mark- upof Chapter 17.00 Site Plan Review

17. Mark- up of Chapter 17.08 Administrative Approval of Certain Uses

18. Mark- upof Chapter 17.12 Conditional Uses

19. Mark- upof Chapter 17.16 Nonconforming Uses and Structures

20. Mark- up of Chapter 17.24 Amendments

21. Mark- up of Eliminating Chapter 17.26 Reasonable Accommodation for Persons with Disabilities

22. Planning Commission Resolution No. 26-
436

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MUNICIPAL CODE AMENDMENT
APPROVALS:
gent DaDalt
Associate Planner
itcieL
J. ri es Michaels
Senior Planner
k Cag
ommu ty Development Director
Salvador Navarrete
City Attorney
Ste ffen J. Salvatore
City Manager
PAGE 9
Date
l/26/0z6
Date
Z' 6
L Lo t
Date

2. 241. p
Date
437
ORDINANCE NO. 26 -

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LATHROP TO

ADOPT VARIOUS AMENDMENTS TO THE LATHROP MUNICIPAL CODE TO

MODERNIZE, SIMPLIFY, AND STREAMLINE VARIOUS SECTIONS OF TITLE 17, ZONING ( TA -25- 158)
WHEREAS, the City of Lathrop Planning Commission held a duly noticed public hearing at aregular meeting on January 21, 2026, at which they adopted PC Resolution No. 26- recommending City Council adopt Municipal Code Text Amendment No. TA -25- 158 pursuant to the Lathrop Municipal Code; and WHEREAS, the City of Lathrop City Council held a duly noticed public hearing at aregular meeting on February 9, 2026 to review and consider Municipal Code Text Amendment No. TA -25- 158; and
WHEREAS, the proposed code amendment is Citywide and affects all applicable properties in the City; and
WHEREAS, Chapter 17.24 of the Lathrop Municipal Code mandates the transmittal of a Planning Commission recommendation to the City Council by resolution; and
WHEREAS, the proposed code amendment is exempt according to the California Environmental Quality Act ( CEQA) Article 5 § 15061 by the " Common Sense Exemption" that CEQA applies only to projects that have a potential for causing a direct physical change in the environment, or a reasonably foreseeable indirect physical change in the environment; and
WHEREAS, the City Council finds that the proposed code amendment is consistent with applicable provisions of the Lathrop General Plan and will implement the City' sEconomic Development goals by providing streamline procedures, minor clarifications and incorporate updated policies; and
WHEREAS, proper notice of this public hearing was given in all respects as required by law; and
WHEREAS, the City Council has reviewed all written evidence and oral testimony presented to date.

Ordinance No. 26-
438
NOW, THEREFORE, BE IT ORDAINED that the City Council of the City of Lathrop based on substantial evidence in the administrative record of proceedings and pursuant to its independent review and consideration, does hereby approve Municipal Code Amendments as shown on Attachments " 2", "3", "4", "5", "6", "7", 8", "9", "10", "11", "12", "13", "14", "15", "16", "17", "18", "19", "20", and " 21" of the staff report dated February 9, 2026, incorporated by reference herein.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LATHROP DOES HEREBY ORDAIN AS FOLLOWS:

Section 1. The Lathrop Municipal Code is hereby amended as shown in Attachments " 2", "3", "4", "5", "6", "7", "8", "9", "10", "11", "12", "13", "14", "15", 16", "17", "18", "19", "20", and " 21" incorporated by reference herein.

Section 2. This ordinance is not intended to and shall not be construed or given effect in a manner that imposes upon the city or any officer or employee thereof a mandatory duty of care toward persons and property within or without the city so as to provide a basis of civil liability for damages, except as otherwise imposed by law.

Section 3. Severability. If any section, subsequent subdivision, paragraph, sentence, clause or phrase of this Ordinance is for any reason held to be unconstitutional or otherwise invalid, such a decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance irrespective of the unconstitutionality or invalidity of any section, subsection, subdivision, paragraph, sentence, clause or phrase.

Section 4. Effective Date. This Ordinance shall take legal effect 30 days from and after the date of its passage.

Section 5. Publication. Within fifteen days of the adoption of this Ordinance, the City Clerk shall cause a copy of this Ordinance to be published in full accordance with Section 36933 of the Government Code.

Ordinance No. 26-
439
THIS ORDINANCE was regularly introduced at a meeting of the City Council of the City of Lathrop on the 9t" day of February, 2026, and was PASSED AND ADOPTED at a regular meeting of the City Council of the City of Lathrop on 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Paul Akinjo, Mayor
ATTEST:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney APPROVED AS TO FORM:

Ordinance No. 26-
440
General Provisions — Chapter 17. 04 Mark -Up ATTACHMENT 2 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 04 General Provisions
1 17. 04.80 Defmitions
For the purpose of this title, the following definitions shall apply unless the context clearly indicates or requires a different meaning. Words used in the present tense include the future tense.

Words used in the singular include the plural, and words used in the plural include the singular.

The masculine shall include the feminine and neuter.

Accessory dwelling unit" means an attached or a detached residential dwelling unit which provides complete independent living facilities for one or more persons and is located on a lot with a proposed or existing residence. It shall include permanent provisions for living, sleeping, eating, cooking, and sanitation on the same parcel as the single- family or multifamily dwelling is or will be situated. An accessory dwelling unit also includes the following:

A. An efficiency unit, as defined in Section 17958. of the Health and Safety Code.

B. A manufactured home, as defined in Section 18007 of the Health and Safety Code.

Accessory structure" means a structure that is accessory and incidental to a dwelling located on the same lot that is either attached or detached and is entirely enclosed by walls and a solid roof or is partially enclosed with a solid or limited roof covering. Examples include, but are not limited to, greenhouses, pool houses, sunrooms, workshops, storage sheds, barns, as well as carports, garages, patio covers, gazebos and stables. Accessory structures also include temporary canopies pop ups), tents, play equipment, windmills, water towers, and other similar agricultural structures.

Battery Energy Storage System ( BESS) facility" means one or more devices, assembled together, capable of storing energy to supply electrical energy at a future time. This may include, but is not limited to, batteries, control systems, inverters, safety systems, metering, and other associated components.

Residential care home, large" or " large residential care home" means a licensed group home or residential care facility serving seven or more to 11 persons. 441
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 30 Specialized Housing Regulations
Article 1 Low Barrier Navigation Centers

17. 30. 10 Purpose.

The purpose ofthis chapter is to establish development standards for low -barrier navigation centers and to ensure this use is constructed and operated in a manner that is consistent with the requirements and allowances of state law, specifically Article 12 of Chapter 3 of Division 1 of Planning and Zoning Law commencing with California Government Code Section 65660.

17. 30. 110 Definitions.

Low -barrier navigation center" means a housing -first, low -barrier, service - enriched shelter focused on moving people into permanent housing that provides temporary living facilities while case managers connect individuals experiencing homelessness to income, public benefits, health services, shelter, and housing. "Low barrier" means best practices to reduce barriers to entry, and may include, but is not limited to, the following:

1. The presence of partners if it is not a population -specific site, such as for survivors of domestic violence or sexual assault, women, or youth.

2. Pets.

3. The storage of possessions.

4. Privacy, such as partitions around beds in a dormitory setting or in larger rooms containing more than two beds, or private rooms.

17. 30. 120 Applicability and review.

The provisions of this chapter shall apply to all low -barrier navigation center projects.

The entitlement shall be a ministerial action without discretionary review or a hearing. The city will notify a developer whether the developer' s application is complete within thirty ( 30) days, pursuant to Government Code section 65943. Action shall be taken within sixty ( 60) days of a complete application being filed.

17. 30. 130 Location.

A low -barrier navigation center development is a use by right in areas zoned for mixed use and nonresidential zones permitting multi -family uses.
442
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

17. 30. 140 Development standards.

All low -barrier navigation center development shall meet the following requirements:

A. Connected Services. It offers services to connect people to permanent housing through a services plan that identifies services staffing.

B. Coordinated Entry System. It is linked to a coordinated entry system, so that staff in the interim facility or staff who co -locate in the facility may conduct assessments and provide services to connect people to permanent housing. " Coordinated entry system" means a centralized or coordinated assessment system developed pursuant to Section 576. 400( d) or Section 578. 7(a)( 8), as applicable, of Title 24 of the Code of Federal Regulations, as those sections read on January 1, 2020, and any related requirements, designed to coordinate program participant intake, assessment, and referrals.

C. Code Compliant. It complies with Chapter 6. 5 (commencing with Section 8255) of Division 8 of the California Welfare and Institutions Code.

D. Homeless Management Information System. It has a system for entering information regarding client stays, client demographics, client income, and exit destination through the local Homeless Management Information System, as defined by Section 578. 3of Title 24 of the Code of Federal Regulations.

Article 2 Transitional and Supportive Housing

17. 30. 20 Purpose.

The purpose of this section is to establish provisions for the review of supportive and transitional housing. The established provisions of this chapter shall allow for all proposed supportive and transitional housing to be a use by right in residential zones and where multifamily and mixed uses are permitted, including nonresidential zones permitting multifamily uses.

17. 30. 210 Definitions.

Transitional housing" shall mean a housing development project as defined in California Government Code section 65582C), as may be amended or renumbered from time to time, as being building( s) configured as a rental housing development, but operated under program requirements that require the termination of assistance and recirculating of the assisted unit to another eligible program recipient at a predetermined future point in time that shall be no less than six months from the beginning of the assistance. Transitional housing is a residential use and is sub' ect to only those restrictions that apply to other residential uses of the same type in the same zone.
443
Specialized Housing Regulations — Chapter 17. 30 Mark -Up, ATTACHMENT 3 Supportive housing" shall mean a housing development project as defined in California Government Code section 65582( g), as may be amended or renumbered from time to time, as being housing with no limit on length of stay, that is occupied by the target population, and that is linked to an on -site or off -site service that assists the supportive housing resident in retaining the housing, improving his or her health status, and maximizing his or her ability to live and, when possible, work in the community. Supportive housing is a residential use and is subject to only those restrictions that apply to other residential uses of the same type in the same zone. "Target population" means persons with low incomes who have one or more disabilities as described in section 65582( i) of the California Government Code.

17. 30. 220 Location.

Transitional and supportive housing development is a use by right in areas zoned for residential and mixed use subject to the same standards as a residence of the same type in that same zone.

17. 30. 230 - Development standards.

Development standards shall be the same for supportive and transitional housing as they are for any residential housing development located within the zoning district. Additional standards specific for supportive and transitional housing developments are as follows:

A. Units within the development are subject to a recorded affordability restriction for fiftyfive ( 55) years.

B. One hundred percent ( 100%) of the units, excluding managers' units, within the development are dedicated to lower income households and are receiving public funding to ensure affordability of the housing to lower income residents. For purposes of this paragraph, "lower income households" has the same meaning as defined in section 50079. of the California Health and Safety Code.

C. At least twenty- fivepercent ( 25%) of the units in the development or twelve ( 12) units, whichever is greater, are restricted to residents in supportive housing who meet the criteria of the target population. If the development consists of fewer than twelve ( 12) units, then one hundred percent ( 100%) of the units, excluding managers' units, in the development shall be restricted to residents in supportive housing.

D. The developer provides the planning agency with the information required by Section 65652 of the California Government Code.

E. Nonresidential floor area shall be used for on -site supportive services in the following amounts:

1. For a development with twenty (20) or fewer total units, at least ninety (90) square feet shall be provided for on -site supportive services. 444
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

2. For a development with more than twenty ( 20) units, at least three percent of the total nonresidential floor area shall be provided for on -site supportive services that are limited to tenant use, including, but not limited to, community rooms, case management offices, computer rooms, and community kitchens.

F. The developer replaces any dwelling units on the site of the supportive housing development in the manner provided in paragraph ( 3) of subdivision ( c) of Section 65915 ofthe California Government Code.

G. Units within the development, excluding managers' units, include at least one bathroom and a kitchen or other cooking facilities, including, at minimum, a stovetop, a sink, and a refrigerator.

H. Parking.

1. Parking stall requirement shall be one- half per unit and one for each on -site management/ staff.

2. No Parking shall be required within one half mile of a public transit stop.

17. 30. 240 Application review.

A. The Community Development Department shall notify the project applicant whether the application is complete within thirty ( 30) days of receipt of a completed application.

B. After the application is deemed complete, the Community Development Department shall complete its review of the application within sixty (60) days for projects consisting of fifty 50) or fewer units and one hundred and twenty ( 120) days for projects consisting of fiftyone (51) units or more .

Article 3 Large Residential Care Facilities

17. 30.0 - Purpose.

The purpose of this section is to establish provisions for the review of large residential care facilities. The established provisions of this chapter shall allow for all proposed large residential care facilities to be subject to a Conditional Use Permit ( CUP) in zones where residential structure( s) and use( s) are allowed or existing at the time this code was established. " Residential care facility" or " residential care facilities" shall be defined consistent with the California Health and Safety Code Section 1502 which may be amended from time to time.

17. 30.10 - Permit required.

A. A residential care facility consisting of 7 or more person shall be required to obtain a Conditional Use Permit ( CUP).
445
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 B. Any required building permit shall be obtained from the Building Department prior to establishing the use and operation within the City of Lathrop.

C. Any required license or permit by the California Department of Social Services ( CDSS) or the California Department of Health Care Services ( DHCS) that is required shall be obtained prior to establishing use and operation within the City of Lathrop.

17. 30.40 Development standards.

All large residential care facilities shall meet the standard development standards for the zone in which it is located. No additional or special development standards shall be imposed on any large residential care facility.

Article 4 Farm Worker and Employee Housing

17. 30. 40 - Purpose.

The Employee Housing Act allows for flexibility in housing types for employee housing, including conventional and nonconventional structures, such as: living quarters, boardinghouse, tent, bunkhouse, mobilehome, manufactured home, recreational vehicle, and travel trailers. The laws and regulations governing these structures depend on the housing type; however, all qualified employee housing must comply with: the Employee Housing Act ( California Health and Safety Code Section 17000 et seq.) and the Employee Housing Regulations ( California Code of Regulations Title 25, Division 1, Chapter 1, Subchapter 3 — Employee Housing), which outline specific requirements for the construction ofhousing, maintenance of grounds, buildings, sleeping space and facilities, sanitation and heating; and the provisions of this section. Under Health and Safety Code section 17021. 6, the permitted occupancy in employee housing in a zone allowing agricultural uses ( RCO and UR Zones) shall include agricultural employees who may or may not work on the property where the employee housing is located.

17. 30. 410 - Definitions.

Farm worker and employee housing" means employee housing defined in California Health and Safety Code section 17008, even if the housing accommodations or property are not located in a rural area, as defined by California Health and Safety Code section 50101.

17. 30. 420 - Review authority and procedure.

A. Farm worker and employee housing for seven or more employees shall be considered an agricultural use and shall not require any discretionary approval not required of other agricultural activity in the same zone, provided that:

1. The farm worker and employee housing should not consist of more than thirty- six 36) beds in a group quarters or twelve ( 12) units or spaces designed for use by a single family or household.
446
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

2. All temporary or permanent structures that contain farm worker and employee housing shall meet the setback, lot coverage, height, and other development standards applicable to the zone in which it is located.

3. Parking shall be provided in accordance with Chapter 17. 76 of the Lathrop Municipal Code, unless the applicant provides substantial evidence demonstrating that the actual parking need is lower, subject to the approval of the Community Development Director.

4. Farm worker and employee housing shall comply, as applicable, with the following: (1) Employee Housing Act (California Health and Safety Code Sections 17000-7062); (2) Mobilehome Parks Act (California Health and Safety Code Sections 18200-8700); and Special Occupancy Parks Act (California Health and Safety Code Sections 18860- 18874), as may be amended from time to time.

5. Farm worker and employee housing shall be reviewed and approved subject to the same requirements as other agricultural uses within the same zone.

6. Farm worker and employee housing —seven or more employees shall be removed or converted to another permitted use at such time as the agricultural activity to which it relates ceases operation for more than twelve ( 12) consecutive months.

B. Farm worker and employee housing providing accommodations for six or fewer employees, pursuant to California Health and Safety Code section 17021. 5, shall be deemed a single- family dwelling and is allowed in residential zones. Farm worker and employee housing for six or fewer employees is subject to all City of Lathrop municipal codes, regulations, and other standards generally applicable to other residential dwellings of the same type in the same zone.
447
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 Article 5 Streamlined Affordable Housing Approvals
General

17. 30. 50 Purpose.

The purpose of this chapter is to provide for the implementation of various portions of the California Government Code by providing a streamlined review and approval process for qualifying housing pro' ects.

17. 30. 55 Special proceedings.

Notwithstanding the requirements of Lathrop Municipal Code ( LMC) Chapter 17. 81, 17.00,

17.01, 17.04, and 17.12 to the extent that any development project qualifies for one (1) or more of the streamlined review and approval processes provided by this chapter, where that same project concurrently applies for a density bonus or other developer incentives as provided by LMC Chapter 17. 81, the designated approving authority for the density bonus, concession, or other developer incentive shall be the same as the approval authority for the streamlined review and approval process.

Infill Affordable Housing Projects

17. 30. 510 Purpose and qualifying housing developments.

The purpose of this article is to implement the provisions of Section 65913. 4of the California Government Code. This article shall only apply to qualifying housing developments. As used in this Article 5, the term " qualifying housing developments" shall mean those housing developments which meet the qualifications listed in Section 65913. 4(a) of the California Government Code.

17. 30. 515 Exemptions from discretionary review.

Qualifying housing developments shall be subject to streamlined ministerial review hereunder and shall be exempt from all City discretionary review including, but not limited to, Site Plan Review and discretionary design review; provided, that the project conforms with all applicable ministerial provisions of State law, this municipal code ( inclusive of this article), and the General Plan.

Qualifying housing developments shall only be required to obtain the approvals required by this Article 5 from the Community Development Director prior to issuance of the required building permit, grading permit, improvement plans, or other City -required construction authorization. This limitation does not apply to any required tentative and final subdivision map, tentative and final parcel map, lot line adjustment( s), or other changes in lot configuration governed by LMC Title 16 ( Subdivisions), except that any required tentative map proposed concurrently with the qualifying housing development shall be processed concurrently with that project. 448
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

17. 30. 520 Objective development standards.

A. Qualifying housing developments shall comply with all ministerial land use regulations, Citywide regulations, and development standards in effect at the time that the application is submitted as those standards are applicable to a residential multi -unit or mixed -use project within the zoning district in which the project is proposed including, but not limited to, residential density, setbacks, height, open yard, and screening requirements as described in this title.

B. No streamlined housing project shall include a request for an exception to these standards by applying for a variance, modification, exception, waiver, or other discretionary approval for height, density, setbacks, open yard, land use, development plan approval, or similar development standard, other than modifications for which the development is eligible and ranted as part of a density bonus, concession, or incentive pursuant to State Density Bonuses and Other Incentives Law ( Section 65915 et seq. of the California Government Code) and LMC Chapter 17. 81.

C. Any lot developed with a qualifying streamlined development project hereunder shall comply with all adopted objective guidelines, design review standards, and development standards, including but not limited to the objective design standards for streamlined housing projects.

17. 30. 525 Procedures.

A. All proposed qualifying housing developments shall be reviewed and processed in compliance with California Government Code Section 65913. 4.

Affordable Housing Developments in Commercial Zones

17. 30. 530 Purpose and qualifying housing developments.

A. The purpose of this article is to implement the provisions of Sections 65912. 100 through 65912. 114 of the California Government Code.

B. The provisions of this article shall only apply to a qualifying housing development. As used in this Article 5, the term " qualifying housing development" means a multifamily residential ( multiple residential unit) development that meets the requirements set forth in this Article 5 and Sections 65912. 111 through 65912. 114 of the California Government Code. Qualifying housing developments shall meet or exceed the minimum density requirements outlined herein and meet all of the following:

1. One hundred ( 100%) percent of the units within the development project, excluding manager' s units, shall be dedicated to lower income households at an affordable cost, as defined in Section 50052. of the California Health and Safety Code, or an affordable rent set in an amount consistent with the rent limits established by the California Tax Credit Allocation Committee.
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2. The units shall be subject to a record deed restriction for a period of fifty-ive (55) years for rental units and forty-ive (45) years for owner -occupied units.

3. The project complies with all of the labor standards provided in Section 65912. 130 and, as applicable, Section 65912. 131 of the California Government Code, as may be amended from time to time.

17. 30. 535 Applicable entitlements.

A. Qualifying housing developments shall be allowed by right. No conditional use permit or other local discretionary review shall be required.

B. A qualifying housing development shall be subject to ministerial review of a Site Plan Review Chapter 17.00 by the Community Development Director, subject to the objective design and development regulations applicable by this article.

C. A development proposed pursuant to this article shall be eligible for a density bonus, incentives, or concessions, waivers, or reductions of development standards, and parking ratios pursuant to LMC Chapter 17. 81 and Section 65915 of the California Government Code, as may be amended from time to time.

17. 30. 540 Site requirements.

A qualifying housing development shall only be subject to the streamlined review process provided by this article if the subject site complies with all of the following criteria:

A. The site is located in any zoning district where office, retail, or parking are a principally permitted use.

B. The site is a
legal lot.

C. At least seventy- five (75%) percent of the perimeter of the site adjoins lots that are developed with urban uses. As used in this section, the term " urban uses" shall mean current or former residential, commercial, public institutional, transit or transportation passenger facility, or retail use, or any combination thereof. Parcels that are only separated by a street, pedestrian path, or bicycle path shall be considered to be adjoined.

D. The site is not, nor is it adjoined to any site, where more than one- third (1/ 3) of the square footage of the site is dedicated to industrial use ( as defined in Section 65912. 11( d)(3) of the California Government Code). Parcels that are only separated by a street shall be considered to be adjoined.

E. The site satisfies the requirements specified in Section 65913. 4(a)( 6) of the California Government Code, exclusive of Section 65913. 4(a)( 6)(A)( iv) of the California Government Code.
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 F. The site is not an existing lot of land or site that is governed under the Mobilehome Residency Law, the Recreational Vehicle Park Occupancy Law, the Mobilehome Parks Act, or the Special Occupancy Parks Act.

G. For a site within a neighborhood plan area ( as defined in Section 65912. 101( p) of the California Government Code), the neighborhood plan applicable to the site permitted multi -family housing (multiple residential unit development) on the site.

H. For a vacant site, the site satisfies both of the following:

1. It does not contain tribal cultural resources, as defined by Section 21074 of the California Public Resources Code, that could be affected by the development that were found pursuant to a consultation as described by Section 21080. 3.1of the California Public Resources Code and the effects of which cannot be mitigated pursuant to the process described in Section 21080. 3.2of the California Public Resources Code.

2. It is not within a very high fire hazard severity zone, as indicated on maps adopted by the California Department of Forestry and Fire Protection pursuant to Section 4202 of the California Public Resources Code or as designated pursuant to Sections 51179( a) and ( b) of the California Government Code.

I. The development is not located on a site where the development would require the demolition of a historic structure that is placed on a national, State, or local historic register.

17. 30. 545 Objective development requirements.

A qualifying housing development shall comply with all of the following objective development requirements as determined by the Community Development Director through ministerial review of a Site Plan Review:

A. The development is a multi -family (multiple residential unit) development.

B. The residential density for the development will meet or exceed thirty ( 30) units per acre.

C. For any housing on the site located within five hundred ( 500' 0") feet of a freeway, as defined in Section 332 of the California Vehicle Code, all of the following shall apply:

1. The building shall have a centralized heating, ventilation, and air- conditioning system.

2. The outdoor air intakes for the heating, ventilation, and air- conditioning system shall face away from the freeway.
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

3. The building shall provide air filtration media for outside and return air that provide a minimum efficiency reporting value of sixteen ( 16).

4. The air filtration media shall be replaced at the manufacturer' sdesignated interval.

5. The building shall not have any balconies facing the freeway.

D. None ofthe housing/ residential use on the site is located within three thousand two hundred 3, 200' 0") feet of a
facility that actively extracts or refines oil or natural gas.

E. Ob' ective Development Standards Applicable.

1. The development shall meet applicable objective zoning standards, objective subdivision standards, and objective design review standards, including but not limited to setbacks, height, landscaping, parking, building articulation and fenestration, and other applicable objective development standards as provided by this code and any applicable design guidelines.

2. If the underlying zoning district( s) of the site allow for multi- family/ multiple residential units, those standards of the zoning district shall apply.

3. If the underlying zoning district( s) of the site does not allow for multi- family/ multipleresidential units, the zoning designation of the closest lot that allows residential use at a density that meets or exceeds the requirements of subsection ( B) of this section shall apply.

4. The applicable objective standards shall be those in effect at the time that the development application is submitted to the City pursuant to this article.

F. For any project that is the conversion of the use of an existing nonresidential use building to residential use, the City will not require the provision of common open space beyond what is already existing on the project site.

17. 30. 550 Procedures.

A. If the City determines that a proposed development project submitted pursuant to this article is consistent with requirements of LMC Sections 17. 30. 540 (A -I) and 17. 30. 545 (AF), it shall approve the project.

B. If the City determines a proposed development project submitted pursuant to this article is in conflict with any of the requirements of LMC Sections 17. 30. 540 (A -I) and 17. 30. 545 A -F), it shall provide the applicant with written documentation of which standard( s) the project conflicts with, along with an explanation for the reason( s) the project conflicts with the standard( s), within the following timeframes, or as otherwise provided under Section 65589. 5of the California Government Code:
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

1. Within sixty (60) days of the initial submittal of the project to the City for projects containing one hundred fifty (150) or fewer units.

2. Within ninety (90) days ofthe initial submittal ofthe project to the City for projects containing more than one hundred fifty ( 150) units.

3. Within thirty (30) days of submittal of any development project that was resubmitted to address written feedback provided by the City pursuant to subsection B)( 1) or (B)( 2) of this section.

C. In any subsequent review of the application determined to be in conflict with any of the requirements of LMC Sections 17. 30. 540 (A -I) and 17. 30. 545 (A -F), the City will not request the applicant to provide any new information that was not stated in the initial list of items that were determined to be in conflict.

D. Once the City determines that a project submitted pursuant to this article is consistent with the objective planning standards specified in this article, the Site Plan Review required for the project pursuant to LMC Section 17. 30. 535, along with any density bonus incentives, or concessions, waivers, or reductions of development standards, and parking ratios pursuant to LMC Section 17. 81 and Section 65915 of the California Government Code, shall be completed within the following timeframes:

1. Within sixty ( 60) days of the date that the project is determined consistent with the objective planning standards specified in this article for development projects that contain one hundred fifty ( 150) or fewer units.

2. Within ninety ( 90) days of the date that the project is determined consistent with the objective planning standards specified in this article for development projects that contain more than one hundred fifty ( 150) units.

E. The City will, as a condition of approval of the development, require the development prolonent to complete a phase I environmental assessment, as defined in Section 78090 of the California Health and Safety Code. If a recognized environmental condition is found, the applicant shall undertake a preliminary endangerment assessment, as defined in Section 78095 of the California Health and Safety Code, prepared by an environmental assessor to determine the existence of any release of a hazardous substance on the site and to determine the potential for exposure of future occupants to significant health hazards from any nearby property or activity.

1. If a release of a hazardous substance is found to exist on the site, before the City issues a certificate of occupancy, the release shall be removed, or any significant effects of the release shall be mitigated to a level of insignificance in compliance with current State and Federal requirements.
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3

2. If a potential for exposure to significant hazards from surrounding properties or activities is found to exist, before the City issues a certificate of occupancy, the effects of the potential exposure shall be mitigated to a level of insignificance in compliance with current State and Federal requirements.

Article 6 Emergency Shelters

17. 30. 60 Procedure.

Emergency shelters shall be permitted only in accordance with the regulations established in this chapter and for the applicable district ( Chapter 17. 36 or 17. 40).

17. 30. 610 Emergency shelter standards.

A. Limitation on Location. An emergency shelter subject to this chapter may be established within the RM zoning district.

B. Permit Requirement. Construction of a new structure or exterior modification of an existing structure for an emergency shelter in the RM zoning district shall be subject to a ministerial review process. The Community Development Director will review the design, site plan, and management plan to ensure compliance with the standards established for the zoning district and with the development standards established in this section.

C. Zoning Requirements and Standards. Except as otherwise set forth in this section, all emergency shelters shall comply with the land use regulations for the RM zoning district in which the emergency shelter will be located.

D. Development Standards. An emergency shelter shall comply with the following standards:

1. Occupancy. The maximum number of beds or persons permitted to be served nightly by an emergency shelter, or any combination of emergency shelters in the city, shall not exceed eight persons or the unsheltered need identified in the adopted Housing Element, whichever is greater.

2. Length of Stay. Occupancy for an individual in an emergency shelter is limited to no more than six months. The operator of the emergency shelter shall maintain adequate documentation to demonstrate compliance with this provision.

3. Management Plan. Prior to the Community Development Director' sdecision, the operator of the emergency shelter must submit to the Community Development Department, Planning Division a written management plan. At a minimum, the management plan shall include and address the following:
454
Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 a. Procedures for staff training to meet the needs of the shelter residents, and have processes to address the following topics: client intake, confidentiality, health and safety training, mental health, and substance abuse treatment and referrals;
b. Operational rules and standards of conduct for residents, including policies prohibiting the use or possession of controlled substances by residents, rules concerning the use orpossession of alcohol, curfew, prohibition of loitering, and any other provisions necessary to ensure compatibility with surrounding uses;
c. Policies and procedures for eviction from the facility for violation of rules and standards of conduct;
d. A detailed safety and security plan to protect shelter residents and surrounding uses;
e. A process for resident screening and identification; f. Provisions for on -site or partnerships with off -site organizations to provide job training, counseling, and treatment programs for the residents; g. Services to assist residents with obtaining permanent shelter and income; h. If applicable, timing and placement of outdoor activities; i. Location within the facility for temporary storage of residents' personal belongings;
J• Provisions for continuous on -site supervision during hours of operation.

Specifically, there shall be a minimum of one ( 1) staff person per eight ( 8) clients during daytime hours, 7 a. m. to 9 p. m., and a minimum of two ( 2) staff people at the facility during nighttime hours, 9 p. m. to 7 a. m.; k. If applicable, procedures for ensuring safety and security of women and children within the facility:

1. The exterior of the building must be kept in a good state of repair and the exterior finish and landscaping must be kept clean and well maintained.

Each site shall be kept in a neat and orderly manner, free of weeds, loose trash, debris and other litter, including, but not limited to, shopping carts; m. Organized outdoor activities on the site may only be conducted between the hours of 8 a. m. and 10 p. m.;
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 n. Employees, partners, directors, officers, managers, and similar persons shall be screened prior to occupancy to confirm that they have no history of a previously failed emergency shelter ( or similar facility) due to the fault of the operator, and have not been convicted of any of the following offenses within the prior five ( 5) years:
i. A crime requiring registration under California Penal Code Section 290,
ii. A violation of California Penal Code Sections 311. 2or 311. 4 through 311. 7,
iii. A violation of California Penal Code Sections 313. 1through 313. 5, iv. A violation of California Penal Code Section 647( a), ( b),or (d), v. A violation of California Penal Code Sections 315, 316, or 318, vi. A felony crime involving the use of force or violence on another, or vii. The maintenance of a nuisance in connection with the same or similar business operation.

The management of the emergency shelter shall effectuate a background investigation on all employees to the satisfaction ofthe chief ofpolice.

4. Common Facilities and Services. An emergency shelter may include the following facilities and services as ancillary to the emergency shelter use:
a. Commercial kitchen facilities;
b. Dining area;
c. Laundry room;
d. Recreation or meeting room;
e. Outdoor recreational spaces; provided, that the space is located within a building interior courtyard or is enclosed by a building, solid fence, or wall or some combination thereof to secure the space and ensure that it is not accessible to the general public;
f. Animal boarding and related veterinary services for current residents of the facility only; and
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 g. Child care facilities for current residents of the facility only.

5. Client Intake Areas. An enclosed intake area shall be provided within the emergency shelter building. The intake area shall be a minimum of 120 square feet in size, located entirely within the building. The intake hours shall be posted clearly on the doors to the emergency shelter. Clients shall be allowed to wait in an interior or exterior waiting area that shall not exceed 200 square feet. Clients shall not loiter nor form a queue outside of the exterior waiting area.

6. Parking. Each emergency shelter shall have a minimum of two ( 2) off- street parking spaces plus the greater of either: (a) one ( 1) additional off- street parking space for each 10 beds, or fraction thereof; or (b) one ( 1) additional parking space per employee.

7. Lighting. Exterior lighting shall be located along all pedestrian pathways, parking lots, entrances and exits, common outdoor areas, and at the front of the building.

All lighting shall be maintained in good operating condition and shall be fully - shielded.

8. On -Site Security. Security measures shall be reviewed and approved by the chief of police prior to commencement of operations on the site and shall be sufficient to protect clients and neighbors. On -site security shall be provided during the hours when the emergency shelter is in operation and at all times when clients are present on site. In the event that five or more calls for police services have been received over a 30 -day period by the police department, the facility shall be required to provide additional on -site security staff to the satisfaction of the chief of police and the Community Development Director.

9. City, County and State Requirements. An emergency shelter shall obtain and maintain in good standin all required licenses, permits, and approvals from the city, county, and state agencies or departments and demonstrate compliance with applicable building and fire codes. An emergency shelter shall comply with all county and state health and safety requirements for food, medical, and other supportive services provided on site.

Article 7 Reasonable Accommodation for Persons With Disabilities

17. 30. 70 Purpose.

A request for reasonable accommodation may be made by any person with a disability, their representative or any entity, when the application of a zoning law, building regulation, or other land use regulation, policy or practice acts as a barrier to fair housing opportunities. The process for addressing reasonable accommodation requests established by this chapter applies to requests from persons defined as disabled under the Federal Fair Housing Act and the California Fair Employment and Housing Act (the Acts).
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 A request for reasonable accommodation may include a modification or exception to the permit requirements, standards, and practices for the siting, development, improvement, and use of housing or housing -related facilities that would eliminate regulatory barriers and provide aperson with a disability equal opportunity to housing of their choice. Requests for reasonable accommodation shall be made in the manner prescribed by this chapter.

17. 30. 710 Request requirements.

A. Requests for reasonable accommodation shall include the following information:

1. The applicant' sname, address, and telephone number.

2. Address of the property for which the request is being made.

3. The current actual use of the property.

4. The basis for the claim that the individual is considered disabled under the Acts.

5. The municipal code provision, land use code provision, or other regulation or policy from which reasonable accommodation is being requested.

6. A description of why the reasonable accommodation is necessary to make the specific property accessible to the individual.

B. Additional Information. If necessary to reach a determination on the request for reasonable accommodation, the reviewing authority may request further information from the applicant consistent with the Acts, specifying in detail the information that is required. In the event that a
request for additional information is made, the 30 day period to issue a decision is stayed until the applicant responds to the request.

17. 30. 720 Review authority.

A. Community Development Director. Requests for reasonable accommodation shall be reviewed by the Community Development Director ( Director), or designee if no approval is sought other than the request for reasonable accommodation.

B. Other Review Authority. Requests for reasonable accommodation submitted for concurrent review with another discretionary land use application shall be reviewed by the authority reviewing the discretionary land use application.

17. 30. 730 Review procedure.

A. Director Review. The director, or designee, shall make a written determination within 30 calendar days and either grant, grant with modifications, or deny a request for reasonable
accommodation.
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Specialized Housing Regulations — Chapter 17. 30 Mark -Up ATTACHMENT 3 B. Other Reviewing Authority. The written determination on whether to grant or deny the request for reasonable accommodation shall be made by the authority responsible for reviewing the discretionary land use application in compliance with the applicable review procedure for the discretionary review.

17. 30. 740 Findings, decision, and conditions.

A. Findings and Decision. The written decision to grant or deny a request for reasonable
accommodation shall be consistent with the Acts and shall be based on consideration of the following factors:

1. Whether the housing, which is the sub' ect of the request, will be used by an individual with a disability protected under the Acts.

2. Whether the request for reasonable accommodation is necessary to make specific housing available to an individual with a disability under the Acts.

3. Whether the requested reasonable accommodation would impose an undue financial or administrative burden on the city.

4. Whether the requested reasonable accommodation would require a fundamental alteration in the nature of a city program or law, including, but not limited to, land use and zoning.

B. Conditions of Approval. In granting a
request for reasonable accommodation, the
reviewing authority may impose any conditions of approval deemed reasonable and necessary to ensure that the reasonable accommodation would comply with the above findings.
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I

17. 32. 040 Conditional uses — Commission approval required.

The following conditional uses may be permitted in accordance with the provisions of Chapter

17.12:

A. Public and quasi -public uses of an educational or religious type, including public and parochial elementary schools, junior high schools, high schools and colleges, nursery schools, private nonprofit schools and colleges, churches, parsonages and other religious institutions;
B. Public and private charitable institutions, hospitals, sanitariums, rest homes and nursing homes, including a state authorized, certified or licensed family care home, foster home or group home serving seven or more mentally disordered or otherwise handicapped persons, including rehabilitation homes for alcoholics and drug addicts, or dependent and neglected children, where such homes provide care on a 24 hour basis; C. Public uses of an administrative, recreational, public service or cultural type, including city, county, state or federal administrative centers and courts, libraries, museums, art galleries, police and fire stations and other public buildings, structures and facilities, and public playgrounds, parks and community centers;
D. Modest expansion or remodeling of an existing nonconforming use of a structure or land, limited to 25% or less of the assessed value of existing structures, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming uses occupying a structure with an assessed valuation ofless than $ 100, and nonconforming fences, walls and hedges; E. Incidental and accessory structures and uses as defined in Section 17. 04.80 located on the same site as a conditional use;
F. Large residential care home as defined in Section 17. 04.80; G. F- Other uses which are added to this list according to the procedure in Section 17.6. 020.

Ord. 92- 73; Ord. 97- 151)
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RM Multifamily Residential District — Chapter 17. 36 Mark -Up ATTACHMENT 5 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 36 RM Multifamily Residential District
1 17. 36. 040 Conditional uses —Commission approval required.

The following uses may be permitted accordance with the procedures prescribed in Chapter

17.12:

A. Public and quasi -public uses of an educational or religious type, including public and parochial elementary schools, junior high schools, high schools and colleges, nursery schools, private nonprofit schools and colleges; churches, parsonages and other religious institutions;
B. Public and private charitable institutions, hospitals, sanitariums, nursing homes, rehabilitation homes and rest homes, including state authorized homes as prescribed under Section 17. 32. 040( B);
C. Public uses of an administrative, public service or cultural type including city, county, state or federal administrative centers and courts, libraries, museums, art galleries, police and fire stations and other public buildings, structures and facilities, and public playgrounds, parks and community centers;
D. Mobilehome parks, in accordance with the provisions of Chapter 17. 72; E. Modest expansion or remodeling of an existing nonconforming use of a structure or land, limited to 25% or less ofthe assessed value of existing structures, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming use occupying a structure with an assessed valuation of less than $ 200, and nonconforming fences, walls and hedges; F. Expansion, remodeling or additions to a conditional use that are not considered an incidental or accessory use as defined in Section 17. 04. 080; G. Professional offices, only within the RM- 2district; H. A state authorized licensed day care center for 13 or more children; I. Single room occupancy uses, in accordance with the provisions ofChapter 17. 73; J. Large residential care home as defined in Section 17. 04.80; 461
RM Multifamily Residential District — Chapter 17. 36 Mark -Up ATTACHMENT 5 K. Other uses which are added to this list according to the procedure in Section 17.6. 020.

Ord. 92- 73; Ord. 16- 365 § 1)
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Article 1 Mossdale Landing Zoning Districts of the Mossdale Landing Urban Design Concept

17. 57. 120 RL- MV: low density residential— Mossdale Village zoning district.

17. 57. 122 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter 17.12:

1. A State authorized licensed child day care center as defined by the State of California Department of Social Services.

2. Public and private charitable institutions; State authorized hospitals, sanitariums, rest homes, and nursing homes; State authorized, certified or licensed facility including; a foster home or group home serving nine or more mentally disordered or otherwise handicapped persons, such as rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 -hour basis.

3. Public and quasi -public use of an educational or religious type, including; private non- profit schools, public or private colleges; churches; parsonages and other religious institutions.

4. Gas and electric transmission lines in accordance with Section 17.08. 080, electrical distribution substations, gas regulator stations, communications equipment buildings, public service pumping stations and elevated pressure tanks.

5. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)
1 17. 57. 130 RM- MV: medium density residential— Mossdale Village zoning district.

17. 57. 132 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter 17.12:
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Mossdale Landing Zoning Districts — Chapter 17. 57 Mark -Up ATTACHMENT 6

1. A State authorized licensed child day care center as defined by the State of California Department of Social Services.

2. Public and private charitable institutions; State authorized hospitals, sanitariums, rest homes, and nursing homes; State authorized, certified or licensed facility including: a foster home or group home serving nine or more mentally disordered or otherwise handicapped persons, such as rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 -hour basis.

3. Boarding or rooming houses as defined in Section 17. 04.80 of this title.

4. Public and quasi -public use of an educational or religious type, including: private non- profit schools, public or private colleges; churches; parsonages and other religious institutions.

5. Gas and electric transmission lines in accordance with Section 17.08. 080, electrical distribution substations, gas regulator stations, communications equipment buildings, public service pumping stations and elevated pressure tanks.

6. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)

17. 57. 140 RH- MV: high density residential— Mossdale Village zoning district.

17. 57. 142 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter

17.12:

1. Day care centers.

2. Private non- profit schools and colleges; churches, and other religious institutions.

3. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)
I
464
Mossdale Landing Zoning Districts — Chapter 17. 57 Mark -Up ATTACHMENT 6 Article 2 Mossdale Landing East Zoning Districts of the Mossdale Landing East Urban Design Concept
E...]

17. 57. 230 RL- MV: low density residential— Mossdale Village zoning district.

E... 1

17. 57. 232 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter

17.12:

1. A state authorized licensed child day care center as defined by the State of California Department of Social Services.

2. Public and private charitable institutions; state authorized hospitals, sanitariums, rest homes, and nursing homes; state authorized, certified or licensed facility including: a foster home or group home serving nine or more mentally disordered or otherwise handicapped persons, such as rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 -hour basis.

3. Public and quasi -public use of an educational or religious type, including: private non- profit schools, public or private colleges; churches; parsonages and other religious institutions.

5. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)

17. 57. 240 RM- MV: medium density residential— Mossdale Village zoning district.

17. 57. 242 Conditional uses.

A. The following uses may be permitted in accordance with the provisions ofChapter 17.12:

1. A state authorized licensed child day care center as defined by the State of California Department of Social Services.
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Mossdale Landing Zoning Districts — Chapter 17. 57 Mark -Up ATTACHMENT 6

3. Boarding or rooming houses as defined in Section 17. 04.80 of this title.

4. Public and quasi -public use of an educational or religious type, including: private non- profit schools, public or private colleges; churches; parsonages and other religious institutions.

6. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)
Article 3 Mossdale Landing South Zoning Districts of the Mossdale Landing South Urban Design Concept
1 17. 57. 310 RM- MV: medium density residential— Mossdale Village zoning district.

17. 57. 312 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter

17.12:

1. A state authorized licensed child day care center as defined by the State of California Department of Social Services.

3. Boarding or rooming houses as defined in Section 17. 04.80 of this title. 466
Mossdale Landing Zoning Districts — Chapter 17. 57 Mark -Up ATTACHMENT 6

4. Public and quasi -public use of an educational or religious type, including: private non- profit schools, public or private colleges; churches; parsonages and other religious institutions.

6. Water quality ponds/ associated facilities.

7. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)
1 17. 57. 320 RH- MV: high density residential— Mossdale Village zoning district.

17. 57. 322 Conditional uses.

A. The following uses may be permitted in accordance with the provisions of Chapter

17.12:

1. Day care centers.

2. Private non- profit schools and colleges; churches, and other religious institutions.

3. Large residential care home as defined in Section 17. 04.80.

Ord. 23- 449, 11/3/ 2023)
467
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 58 Lathrop Gateway Business Park Zoning Districts Article 2 CO- LG: Commercial Office Zoning District

17. 58. 020 Purposes and application.

The CO- LG zoning district provides a
range of large and small scale commercial development
opportunities for the location of professional and commercial offices; retail; financial; governmental; professional, business services and entertainment activities; clean light industrial uses; and other uses to serve the local and regional community. Land requirements for most commercial office uses generally dictate their application along main roads of the city which generally have convenient access and/ or high visibility.

Ord. 11- 307 § 4)

17. 58. 021 Permitted uses.

A. Off- street parking lots improved in conformity with Chapter 17. 76 shall be permitted.

B. Retail sales uses including, but not limited to:

1. Antique/ collctor shop;

2. Appliance store, new and used;

3. Automobile, truck and tractor parts;

4. Automobile and truck sales, service and repair, new and used;

5. Bakeries, retail and wholesale;

6. Bicycle shops;

7. Boat sales, service and repair, new and used;

8. Book store;

9. Boutique/ gft store;

10. Bridal shop;

11. Children' s/ teen' s
store;

12. Clothing store;
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Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

13. Convenience -oriented food store;

14. Department store/ general merchandise store;

15. Diaper supply;

15. 4-6-.- Dry goods;

16. 4 Electronics/ audio/ video/ computer/ software store;

17. 4& Feed and seed;

18. 4.9: Furniture stores, new and used;

19. 20T Hardware/ home improvement/ building materials;

21. Ha store/ mi__ inery;

20.2 Housewares/ tableware/ linen stores;

23. Ice saes and storage;

21.4. Jewelry store;

22.5 Leather goods and luggage;

23. 36: Lighting store;

24. 27, Lumber yards, when accessory to retail establishment, in an enclosed building;

25.& Machinery/ equipment, including farm equipment sales, service, and rental, in an enclosed building;

26.9: Medical and orthopedic appliance store;

27. Nursery/ garden supply store/ landscape materials;

28. 34: Office and business supplies;

29. 32 Party supplies;

33. Scientific instrument store;

30.4. Stamps, coins and collectables;

31.5. Thrift shop and secondhand store;
469
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

32.6. Tobacconist/ cigarette sales;

33. 37, Toy store;

34. 3& Wholesale business and sales.

C. Regionally oriented, high volume retail uses, including, but not limited to:

1. Auto malls;

2. Design/ contractors centers;

3. Discount/ off price/ factory outlet stores and centers;

4. Entertainment/ lifestyle centers;

5. Furniture outlets;

6. Malls;

7. Power centers;

8. Promotional centers.

D. Service retail uses including, but not limited to:

1. Appliance repair shops, large and small;

2. Automobile and truck upholstery and top shops;

3. Automobile, truck and trailer rental and service, including incidental sales;

4. Automobile and truck washing, either self-ervice or involving the use of mechanical conveyors, blowers and steam cleaning;

5. Banks/ credit unions/ savings and loans/ financial institutions;

6. Boat/ recreationa veZic

7. Bus depots and transi

8. Cafeterias;

9. Catering;
e storage and parking;
stations;
470
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

6. 4- Ek Cleaning, pressing and dyeing establishments, using noninflammable and nonexplosive cleaning fluid;

7. 4-1, Day care centers;

8. 4- 21 Medical and dental clinics, and prescribing pharmacies within;

9. 4-3, Electronics repair;

10.-4. Employment agency;

15. Ex erminators;

11. 4- 6T Facial/ massage/ dayspa;

17. Heating, venti_ ating and air conditioning s
lops, including incidental sheet metal;

12. 4$ Hotel/ motel/ extended- stayhotels;

13. Interior decorating and window coverings;

14. 20: Laundromats;

15. 24, Liquor stores Linen supply service;

16. 22: Lube/ oil change shops;

23. Ma tress repair;

17. 24. Mortuary;

18. 2 Motorcycle and motorsports sales, service and repair, new and used;

19. 26. Musical instrument repair and sales;

20. 27, Outdoor dining;

21.8. Parking lots and structures, improved, off- street and in conformity with Chapter

17. 76;

29. Plumbing and sheet metal;

22. 30 Real estate/ title office;

23. 34 Restaurants;
471
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

24. 32. Rug and carpet cleaning and dyeing;

25. 33: Secretarial services;

26. 34. Sign painting s
iop;

27. 3 Storage building, incidental to a permitted use;

28. 36. Storage, garages and buildings, including mini storage facility;

29. 3- Taxidermists;

30. 3& Tire sales, services, retreading and recapping, automobile and truck;

31.9. Tool or cut ery s
larpening or grinding;

32. 40. Vending machines, within enc_ osed areas;

33. 4b Veterinarian services and offices, including small animal hospitals or clinics, short- tem boarding of animals and incidental care such as bathing and trimming; provided that all operations are conducted entirely within a completely enclosed structure which complies with specifications of soundproof construction as prescribed by the building official.

E. Educational and recreational uses including, but not limited to:

1. Auditoriums/ concert hall;

2. Banquet facility;

3. Billiards/ pool hall;

4. Bowling alley;

5. Community/ civic center;

6. Church/ religious facility;

7. 6T Dance hall/ studio;

8. - Health clubs/ fitness centers/ physical therapy/ gymnasium;

9.- 8, Instruction and training in gymnastics, martial arts, aerobics, yoga;

10. 9 Meeting hall;
472
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

11. 1-X Music/ audio recording studio;

12. 1-, Professional and trade schools and colleges;

13. Theater ( dinner, movie, live, etc.);
F. Office uses including, but not limited to:

1. Administrative headquarters;

2. Administrative offices —City, county, state, and federal;

3. Business, consulting, commercial, professional, and administrative services and offices;

4. Business park or regional office centers;

5. Courier offices;

6. Laboratories, research and development services;

7. Medical and dental offices, laboratories and clinics, and prescription pharmacies in conjunction therewith or with a hospital;

8. Offices incidental to another permitted use;

9. Public and private nonprofit charitable institutions;

10. Radio and television broadcasting;

11. Stock brokerage offices.

G. Open space.

H. Incidental and accessory structures and uses on the same site as a permitted use.

I. Electrical transmission and distribution substation, gas regulator station, public service pumping stations and e_vated pressure tanks.

I. J, Other uses which are added to this list according to the procedure in Section 17.6. 020.

Ord. 11- 307 § 4)
473
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

17. 58. 022 Permitted uses — Administrative approval required.

The following uses may be permitted in accordance with the provisions of Chapter 17.08:

A. Retail sales uses including, but not limited to:

1. Convention center;

2. Farmer' smarkets, including indoor and outdoor facilities;

3. Hospital/ medical center;

4. Machinery/ equipment sales, services, and rentals, unenclosed;

5. Newspaper publishing;

6. Park and ride facilities;

7. Puilic utility service yards;

7. & Storage yards for commercial vehicles, unenclosed;

8.- 9, Temporary Christmas tree lot;

9. 4-0; Temporary pumpkin patch.

B. Eating, drinking and entertainment establishments, including, but not limited to:

1. Amusement arcade;

2. Fast food drive- through/ drive- infacility;

3. Private clubs;

4. Skating rinks, game arcades and other similar commercial recreation facilities, in an enclosed building.

C. Other, including, but not limited to:

1. Communication buildings, sites and facilities, including communication towers;

2. Recyc_ ed water storage ponds and sprayfie
approvals;

3. Storm drain detention and retention
approvals.
ds, not previous y
identified in previous
onds not previously identified in previous
474
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7 D. Other uses added to this list by the planning commission according to the procedures in Section 17.6. 020 of the Lathrop Municipal Code.

Ord. 11- 307 § 4)

17. 58. 023 Conditional uses —Commission approval required.

A. The following uses may be permitted in accordance with the provisions of Chapter 17.12:

1. Ambulance stations;

2. Bars, cocktail lounges, and nightclubs;

3. Church/ religious faci_ ity;

3.4: Communication buildings, sites and facilities, including communication towers;

4.- 5, Expansion, remodeling, or additions to a conditional use that are not considered an incidental or accessory use as defined by Section 17. 04.80 ofthe Lathrop Zoning Ordinance;
Gas/ service station/ convenience store, automobile and truck;

5. 7, Gunsmiths/ gunshop;

6.-& Incidental and accessory structures and uses, as defined in Section 17. 04.80, located on the same site as a use permitted by administrative approval or conditional use;

9. Liquor store or sales, on/ff premises;

10. Lumber yards, not including p_aning mills or saw mills, unenclosed;

7. 447 Modest expansion or remodeling of an existing nonconforming use of a structure or land up to 50% or less of the value of the structure, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming uses occupying a structure with an assessed valuation of less than $200, and nonconforming fences, walls and hedges;

8. 4-2, Pawnshops;

9. Travel plaza or truck stop as defined by Section 17. 04.80;

10. 4 Unenclosed commercial recreation facilities including amusement or theme parks, drive- in theaters, golf driving ranges, pony ride rings, race tracks, riding stables, skating rinks, sports arenas and sports stadiums;
475
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

11.4. Other uses which are added to this list according to the procedure in Section

17.6. 020.

Ord. 11- 307 § 4)
I... 1
Article 3 CS- LG: Service Commercial Zoning District
I.

17. 58. 033 Conditional uses —Commission approval required.

A. The following uses may be permitted in accordance with the provisions of Chapter 17.12:

1. Any use listed as a permitted use in the IL, limited industrial district;

2. Bars, cocktail lounges and nightclubs;

3. Battery Energy Storage System ( BESS) facility, provided that no other BESS facility shall be located closer than a half -mile ( 1/ 2) of another BESS facility;

4.3: Communication buildings, sites and facilities, including communication towers;

5.4. Electroplating shops;

6.5: Energy production, biomass and steam/ electric;

7.6. Excavations according to the requirements of Chapter 17. 88;

8. 7, Expansion or remodeling of an existing nonconforming use of a structure or land, up to 50% or less of the value ofthe structure, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming uses occupying a structure with an assessed valuation of less than $ 200, and nonconforming fences, walls and hedges;

9.8: Expansion, remodeling or additions to a conditional use that are not considered an incidental or accessory use;

10. 9 Gunsmith/ gun shop;

11. 4-0. Liquor stores or sales, on/ff- premises;

12. 44 Railroad freight and passenger stations;
476
Lathrop Gateway Business Park Zoning Districts — Chapter 17. 58 Mark -Up ATTACHMENT 7

13. Recreation facility, indoor and outdoor, including, but not limited to, golf driving ranges, pony riding rings, race tracks, riding stables, skating rinks, sports arenas and sports stadiums, and other similar open, unenclosed commercial recreation facilities;

14. -1 Recycling services, consumer and scrap operations;

15. 4-. Recycled water storage ponds and sprayfields;

16. 1--& Other uses which are added to this list according to the procedure in Section

17.6. 020.

Ord. 11- 307 § 4)
E.

Article 4 IL- LG: Limited Industrial Zoning District

17. 58. 040 Purposes and application.

The IL- LG district is intended to provide opportunities for certain types of limited industrial uses to concentrate in mutually beneficial relationships to each other; to provide adequate space to meet the needs of modern industrial development, including off- street parking and truck loading areas; and to provide industrial employment opportunities for residents of the city and region. The IL district is intended to protect areas appropriate for industrial use from intrusion by residences and other inharmonious uses; to protect residential, commercial and nuisance - free, nonhazardous industrial uses from noise, odor, dust, dirt, smoke, vibration, heat, glare, fire, explosion, noxious fumes, radiation, hazardous chemicals and other hazardous and objectionable influences incidental to certain industrial uses; and to reserve appropriately located areas for various types of industrial plants and related activities. Land requirements for most limited industrial uses generally dictate a location with close access to major transit corridors and highways without the need for high visibility.

Ord. 11- 307 § 4)

17. 58. 041 Permitted uses.

A. Off- street parking lots improved in conformity with Chapter 17. 76 shall be permitted.

B. Any use listed as a permitted use in the CS- LG, service commercial district.

I.
477
River Islands Zoning Districts Chapter — Chapter 17. 61 Mark -Up ATTACHMENT 8 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 61 River Islands Zoning District

17. 61. 090 OS/ P- RI: open space/ public use district.

A. Purpose and Application. The open space and public use zoning district is intended to provide for open space preservation and public uses in areas of the River Islands Phase 2 development and outside of Paradise Cut.

B. Use Types Permitted in the OS/ P- RI Zoning District. Lakes, waterways, natural open space, levees and other flood protection facilities, recreational uses such as parks, wildlife preserves, schools, public and quasi -public uses, utility and service structures and facilities and other uses consistent with the scale and character of the district.

C. Permitted and Conditionally Permitted Uses. Permitted and conditionally permitted uses shall be those described in Section 17. 61. 210, Table 17. 61. 1, except that uses listed in Section 17. 20. 040 (Conditional uses) shall be permitted uses herein submit to securing a site plan approval. Such permitted and conditionally permitted uses shall be located in areas covered by an urban design concept and subsequent neighborhood development plans and/ or architectural guidelines and development standards.

D._ Development Standards. Specific development standards for the OS/ P- RI zoning district shall be further detailed in neighborhood development plans as required under Section

17. 61. 120. The neighborhood development plan shall include, but not be limited to, development standards for density, floor area ratios, lot coverage, building height, setbacks, lot width and depth, sign regulations, off- street parking, and standards for landscaping and irrigation.

Ord. 21- 422 § 1)
478
River Islands Zoning Districts Chapter — Chapter 17. 61 Mark -Up ATTACHMENT 8

17. 61. 20 River Islands zoning districts and permitted uses.

TABLE 17. 61. 1 Stewart Tract —River Islands Zoning Districts and Permitted Uses' RL- RM- RHLand Use2'3 RI RI RI MU CR TOD RCO/ OS OS/ P E... 1

CIVIC/OMMUNITY USES
Administrative centers and courts P P P
Assembly uses C C C CC C
City offices P P P
Community center C C C CC C
Convention centers C C C
Fire station C C C CC C C
Libraries C C C CC C
Mortuaries, columbariums and crematoriums C C C
Police station C C C CC C
Post office C C C
Private schools and other educational facilities C C C CC C Public schools and other educational facilities P P P P P P Public and private charitable institutions C C C CC C
Transit stations C C C

PARKS & OPEN SPACE
Equestrian facilities C C
Multi -use and nature trails P
Private recreation facilities C C C C C C C
Public and private parks and playgrounds P P P P P P
Wildlife preserves C P P
OTHER
Communications equipment buildings P PA PA PA PA PA PA PA Enclosed temporary materials storage yards PA PA PA PA PA PA PA Expansion, remodeling or additions to a conditional use C C C C C C not considered an incidental or accessory use
Flood control, water pumping stations/ reservoirs; P P P pp P P P elevated pressure tanks; irrigation ditches/ canals;
settling and water conservation recharge basins;
drainage ponds; streets and roads as necessary for
access to permitted uses
Gas/ electrical transmission lines subject to provisions P PA PA PA PA PA PA PA of Section 17.08. 080; electrical substations; gas
regulator stations
Incidental and accessory structures and uses located on C C C CC C CC the same site as a conditional use
479
River Islands Zoning Districts Chapter — Chapter 17. 61 Mark -Up ATTACHMENT 8 TABLE 17. 61. 1 Stewart Tract —River Islands Zoning Districts and Permitted Uses' RL- RM- RHLand Use2'3 RI RI RI MU CR TOD RCO/ OS OS/ P Incidental and accessory structures and uses located on P P P P P P the same site as permitted use
Parking lots and garages improved in conformity with C CC C the standards prescribed for off- street parking facilities Public and quasi -public, and utility and service
facilities
Underground storage tanks for petroleum or oils P P P
Notes:
1 P = Permitted uses; PA = Permitted but administrative approval required; C = Conditional use permit required; Blank = Prohibited use
2 Other uses may be added to Table 17. 61. 1 by the planning commission according to the procedure in Section 17.6. 020.
3 Housing developments that include a minimum 20% of units affordable to lower income households shall be ministerial and exempt from this section.

Ord. 16- 365 § 1; Ord. 20- 411 § 1; Ord. 20- 422 § 1; Ord. 22- 442 § 1; Ord. 23- 449, 11/3/ 2023) 480
Central Lathrop Zoning Districts — Chapter 17. 62 Mark -Up ATTACHMENT 9 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 62 Central Lathrop Zoning Districts
Article 2 VR- CL: Variable Density Residential District

17. 62. 04 Conditional uses; planning commission approval required.

The following uses may be permitted in accordance with the provisions of Chapter 17.12 of the Lathrop Zoning Code:

A. A state authorized licensed day care center for 13 or more children.

B. Churches and other religious facilities.

C. Modest expansion or remodeling of an existing nonconforming use of a structure or land, up to 50% or less of the value of the structure, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming uses occupying a structure with an assessed valuation of less than $ 200, and nonconforming fences, walls and hedges.

D. Gas and electric transmission lines in accordance with Section 17.08. 080 of the Lathrop Zoning Code, electrical distribution substations, gas regulator stations, communications equipment buildings, public service pumping stations and elevated pressure tanks.

E. Public and quasi -public uses of an educational or religious type including parochial schools, colleges; nursery schools; private non- profit schools and colleges; churches; parsonages and other religious institutions.

F. Public uses of an administrative, public service or cultural type including city, libraries, museums, art galleries; and other public buildings, structures and facilities; and community centers, excepting city centers.

G. Public and private charitable institutions, hospitals, sanitariums, rest homes, and nursing homes, including a state authorized, certified or licensed family care home, foster home or group home serving seven or more mentally disordered or otherwise handicapped persons, including rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 hour basis.

H. Recycled water storage and water quality ponds not previously identified in previous approvals.

I. Spray fields not previously identified in previous approvals. 481
Central Lathrop Zoning Districts — Chapter 17. 62 Mark -Up ATTACHMENT 9 J. Storm drain detention and retention ponds. not previously identified in previous approvals.

K. Large residential care home as defined in Section 17. 04.80.

L. K, Other uses added to this list according to the procedures in Section 17.6. 020 of the Lathrop Zoning Code.

Ord. 04- 245 § 3)
Article 3 HR -CL: High Density Residential
1-

17. 62. 034 Conditional uses; planning commission approval required.

The following uses may be permitted in accordance with the provisions of Chapter 17.12:

A. A state authorized licensed day care center for 13 or more children; B. Churches and other religious facilities;
C. Modest expansion or remodeling of an existing nonconforming use of a structure or land, up to 50% or less of the value of the structure, or reestablishment of a nonconforming use which has been damaged, except nonconforming signs and outdoor advertising structures, nonconforming uses occupying a structure with an assessed valuation of less than $ 200, and nonconforming fences, walls and hedges;
D. Gas and electric transmission lines in accordance with Section 17.08. 080 of the Lathrop Zoning Code, electrical distribution substations, gas regulator stations, communications equipment buildings, public service pumping stations and elevated pressure tanks; E. Public and quasi -public uses of an educational or religious type, including parochial schools, colleges, nursery schools, private non- profit schools and colleges, churches, parsonages and other religious institutions;
F. Public uses of an administrative, recreational, public service or cultural type, including city libraries, museums, art galleries, and other public buildings, structures and facilities; and community centers;
G. Public and private charitable institutions, hospitals, sanitariums, including a state authorized, certified or licensed family care home, foster home or group home serving seven or more mentally disordered or otherwise handicapped persons, including rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 hour basis; 482
Central Lathrop Zoning Districts — Chapter 17. 62 Mark -Up ATTACHMENT 9 H. Rest and nursing homes; convalescent and assisted care facilities and boarding or rooming houses;
I. Reclaimed water storage and water quality ponds not previously identified in previous approvals;
J. Spray fields not previously identified in previous approvals; K. Storm drain detention and retention ponds not previously identified in previous approvals;
L. Large residential care home as defined in Section 17. 04.80.

M. K: Other uses added to this list according to the procedures in Section 17.6. 020 of the Lathrop Zoning Code.

Ord. 04- 245 § 3)
Article 4 R/ MU- CL: Residential/ Mixed- Use Zoning District

17. 62. 044 Conditional uses —Planning commission approval required.

The following uses may be permitted in accordance with the provisions of Chapter 17.12 of the Lathrop Zoning Code:

A. State authorized licensed day care centers.

B. Churches and other religious facilities.

E. Public and quasi -public uses of an educational or religious type, including parochial schools, colleges, nursery schools, private non- profit schools and colleges, churches, parsonages and other religious institutions.
483
Central Lathrop Zoning Districts — Chapter 17. 62 Mark -Up ATTACHMENT 9 F. Public uses of an administrative, recreational, public service or cultural type including post offices, libraries, museums, art galleries, and other public buildings, structures and facilities; and community centers, senior centers and youth centers.

G. Public and private charitable institutions, hospitals, sanitariums, including a state authorized, certified or licensed family care homes, foster homes or group homes serving seven or more mentally disordered or otherwise handicapped persons, including rehabilitation homes for the alcohol and/ or chemically dependent, or dependent and neglected children, where such homes provide care on a 24 hour basis.

H. Reclaimed water storage and water quality ponds.

I. Spray fields.

J. Storm drain detention and retention ponds.

K. Bars, cocktail lounges or nightclubs.

L. Microbreweries.

M. Street fair or farmer' smarket.

N. Theater — Indoor ( dinner, movie, live play, etc.).

O. Video arcade.

P. Large residential care home as defined in Section 17. 04.80.

Q. P- Other uses added to this list according to the procedures in Section 17.6. 020 ofthe Lathrop Zoning Code.

Ord. 04- 245 § 3; Ord. 22- 431 § 1)
484
Home Occupations — Chapter 17. 64 Mark -Up ATTACHMENT 10 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 64 Home Occupations

17. 64. 010 Procedure.

Home occupations shall be permitted only in accordance with the regulations in Chapter 17.08 and this chapter.

Ord. 92- 73; Ord. 22- 431 § 1)

17. 64. 015 Purpose Standards.

The purpose and intent of this chapter is to allow someone residing in a residential district the ability to take part in a home occupation as long as it is harmonious with and does not change the character and quality ofthe environment ofthe residential neighborhood area. The intent of a home occupation is to be incidental and an accessory use to the residential land use district through the conditions set forth in this chapter.

17. 64. 020 Standards.

A. Before approving an application for a home occupation in accordance with the provisions of Chapter 17.08 and this section, the planning director shall determine that the proposed home occupation will comply with the following standards:

1. A home occupation within a dwelling unit shall be clearly incidental to the use of the structure as a dwelling.

2. A home occupation shall not be conducted in any accessory structure, other than a garage, and there shall be no storage of equipment or supplies in any accessory structure, other than a garage, or outside the dwelling.

3. Only residents of the dwelling may be engaged in work activities at the residence.

Employees may not come to the residence for work purposes, including pick- up of materials, vehicles, assignments, or similar purposes.

4. Sales of goods on the premises shall be limited to the products of the home occupation, and no merchandise or goods shall be sold, kept or displayed for the purposes of sale on the premises.
485
Emergency Shelters — Chapter 17. 74 Mark -Up ATTACHMENT 11 New text is shown by underline; deleted text is shown by strikethrough Chapter 17. 74 Emergency Shelters

17. 74. 00 Procedure.

Emergency shelters sZall be permitted only in accordance with the regulations established in tzis chapter and for the applicable district ( Chapter 17. 36 or 17. 40).

Ord. 16 365 § 1)

17. 74. 020 Emergeney shelter standards.

A. Limi' ation on Location. An emergency she
within he RM zoning district.
ter subject to this chapter may 3e esta3lis led
B. Permi Requirement. Construction of a new structure or exterior modification of an existing structure for an emergency shelter in 1e RM zoning district shall be subject to a minis eria review process. The community development director will review the design, site plan, and management plan to ensure compliance with the standards established for the zoning district and with tie development standards established in this section.

C. Zoning Requirements and Standards. Except as ofZerwise set forth in this section, all emergency shelters shall comply with tie _and use regulations for ' le RM zoning district in which the emergency shelter will be located.

D. Development Standards. An emergency s ielter shall comply wit 1t le following standards:

1. Occupancy. The maximum num3er of beds or persons permitted to be served nighty 3y an emergency snie_ ter, or any combination of emergency s le_ ters in the city, shall not exceed eight persons or the unsieltered need identified in the adopted Housing Element, whichever is greater.

2. Length of Stay. Occupancy for an individual in an emergency s leiter is limited to no more than six months. The operator of the emergency shelter shall maintain adequate documentation to demonstrate compliance with this provision.

3. Location. No emergency s le ter s fall be ocated within 300 feet of another emergency or niomeless shelter. Emergency shelters shai not 3c required to be more than 300 feet apart.

4. Management Plan. Prior to ' 1c community development director' sdecision, tZe operator of the emergency shelter must submit to the community development department, planning division a written management plan. At a minimum, the management plan shall include and address the following:
486
Emergency Shelters — Chapter 17. 74 Mark -Up ATTACHMENT 11 a. Procedures for staff training to meet the needs of tle she ter residents, and have processes to address the following topics: client intake, confidentiality, health and safety training, mental health, and substance abuse treatment and b. Operational rules and standards of conduct for residents, inc_ uding policies prohibiting the use or possession of controlled substances by residents, rules concerning the use or possession ofalcohol, curfew, prohibition of loitering, and any other provisions necessary to ensure compatibility with surrounding uses;
c. Po_ icies and procedures for eviction from the faci
and standards of conduct;
d. A detai_ ed sa= ety and security plan
surrounding uses;
ity or violation o
o protect shelter residents and
e. A process for resident screening and identification; ru es
f. Provisions for on site or partnerships with off site organizations to provide job training, counseling, and reatment programs for tie residents; g. Services to assist residents with obtaining permanent shelter and income; h. If applicable, timing and placement o ou door activities;

1. Location within the facility for temporary storage of residents' persona belongings;
J• Provisions for continuous on site supervision during hours of operation.

Specifically, there shall be a minimum of one staff person per eight clients during daytime hours, seven a. m. to nine p. m., and a minimum of two staff people at the facility during nighttime hours, nine p. m. to seven a. m.; k. If applicable, procedures for ensuring safety and security of women and chi_ dren witAin tae facility;
The exterior of tze building must be kept in a good state of repair and the exterior finish and landscaping must be kept clean and well maintained.

Each site sha__ be kept in a neat and order_ y manner, free of weeds, loose trash, de xis and other liter, inc_ uding, Iut not limited to, shopping carts; m. Organized outdoor activities on the site may only be conducted between the hours of eight a. m. and ten p. m.;
487
Emergency Shelters — Chapter 17. 74 Mark -Up ATTACHMENT 11 n. Employees, partners, directors, officers, managers, and similar persons shall be screened prior to occupancy to confirm that they have no history of a previous_ yfailed emergency sheer (or similar facility) due to the fau_ tof the operator, and have not been convicted of any of the fo_ owing offenses within the prior five years:

1._ A crime rec uiring regis'ation under Penal Code Section 290, ii. A violation of Penal Code Sections 311. 2or 311. 4through 311. 7, iii. A violation of Penal Code Sections 313. 1through 313. 5, iv. A violation of Penal Code Section 647( a), ( b),or ( d), v. A violation of Pena_ Code Sections 315, 316, or 318, vi._ A felony crime involving the use of force or violence on anotier, or vii. Tie maintenance of a nuisance in connec
similar business operation.
ion with t ie same or
The management of he emergency shelter shall effectuate a background investigation on all employees to the satisfaction ofthe chief of -police.

5. Common Facilities and Services. An emergency shelter may include the fo facilities and services as anci_ lary o the emergency shelter use:
a. Commercia_ kitchen facilities;
b. Dining area;
c. Laundry room;
d. Recreation or meeting room;
owing
e. Outdoor recreationa_ spaces; provided, that the space is located within a building interior courtyard or is enclosed by a building, solid fence, or wall or some combination thereof to secure the space and ensure that it is not accessible to the genera_ public;
f. Anima boarding and re
facility on_ y; and
g.
ated veterinary services for current residents of
Child care facilities for current residents of the facility only. he
488
Emergency Shelters — Chapter 17. 74 Mark -Up ATTACHMENT 11

6. Client Intake Areas. An enclosed intake area shall be provided within the emergency shelter building. The intake area shall be a minimum of 120 square feet in size, _ocated entirely within the building. The intake hours shall be posted clearly on the doors to the emergency shelter. Clients shall be allowed to wait in an interior or exterior waiting area that shall no: exceed 200 square feet. Clients s_ia__ not loiter nor form a queue outside of the exterior waiting area.

7. Parking. Each emergency shelter shall nave a minimum of two off street parking spaces plus the greater of either: (a) one additional off street parking space for each 10 beds, or fraction thereof; or (b) one additiona_ parking space per employee.

8. Lighting. Exterior _ignting sha be located a_ong all pedestrian pat ways, parking lots, entrances and exits, common outdoor areas, and at the front of the building.

Lathrop City CouncilFebruary 9, 2026

Lathrop City Council
February 9, 2026