571
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 for under this Agreement, CONSULTANT agrees to do so immediately, without requiring the City to process a reason or explanation for its request. 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, 000,0) per occurrence, four million dollars ($ 4, 000,0) general aggregate, and two million dollars ($ 2, 000,0) 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
572
CITY OF LATHROP - ALISTO ENGINEERING. GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 Commercial General Liability occurrence form CG 00 01.
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' s rating 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
573
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 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 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.
574
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 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 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
575
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 relieve CONSULTANT from liability under this indemnification and hold harmless clause.
This indemnification and hold harmless clause shall apply whether or not such insurance 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
576
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 Copy to:
To Consultant:
16) Miscellaneous
City of Lathrop
Department of Public Works
390 Towne Centre
Lathrop, CA 95330
MAIN: ( 209) 941- 7430
FAX: ( 209) 941- 7449
Alisto Engineering Group, Inc.
2737 N. Main Street, Suite 200
Walnut Creek, CA 94597
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,
577
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 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 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.
578
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 18) Signatures
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.
579
CITY OF LATHROP - ALISTO ENGINEERING GROUP, INC.
PROFESSIONAL ENGINEERING CONSULTING SERVICES FOR THE MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES, CIP WW 26- 09 Approved as to Form:
Recommended for Approval:
Approved by:
Consultant:
City of Lathrop
City Attorney
9. L5'- zWZ.
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
Alisto Engineering Group, Inc.
2737 N. Main Street, Suite 200
Walnut Creek, CA 94597
Fed ID # 94- XX) OOOCX
Lathrop Business License # XX) OO<
Signature Date
Print Name and Title
Signature Date
580
Proposal
Professional Engineering Consulting Services for
Mossdale Wastewater Pump Station Access Modifications and Upgrades, CIP WW 26- 09
City of Lathrop
Submitted To:
Greg Gibson, Senior Civil Engineer
City of Lathrop Department of Public Works
390 Towne Centre Drive
Lathrop, CA 95330
Submitted By:
n
ALISTO
2727 N. Main Street, Suite 200
Walnut Creek, CA 94597
Ph: 925. 279. 5000
Fax: 925. 279. 5001
August 13, 2025
581
ALISTO
August 13, 2025
City of Lathrop
Department of Public Works
390 Towne Center Drive
Lathrop, CA 95330
Subject: Proposal for Mossdale Wastewater Pump Station Access Modifications and Upgrades, CIP WW 26- 09
Attn: Mr. Greg Gibson:
Alisto Inc. is pleased to submit our proposal in response to the RFP for the Mossdale Wastewater Pump Station Access Modifications and Upgrades, CIP WW 26- 09 project. The team of experienced engineering professionals we assembled for this contract is committed to providing the requisite services to meet or exceed the expectations of the City of Lathrop.
Based on our review of the services required, we believe that our proposed team of qualified and experienced personnel, combined with more than our 33 years of extensive experience providing comprehensive multidisciplinary engineering services including but not limited to mechanical, electrical, structural, instrumentation controls, wastewater engineering, cathodic protection, project management, surveying & mapping, utility locating, technical reports, environmental, CEO, Apreparation/ documentation, geotechnical investigations, permitting, bid/ proposal review and construction support clearly demonstrate our technical competence and qualifications to provide all of the required scope of services under this contract.
Our recent experiences with similar projects for station and piping improvements for wastewater/ waer and gas pipeline utilities demonstrate our clear understanding of the City of Lathrop' s project requirements and scope of work in developing a reliable project design to modify and upgrade the Mossdale Wastewater Pump Station.
Alisto, a California corporation established in 1992, has over 33 years of water/astewater resource management and engineering expertise and extensive experience ranging from infrastructure planning and engineering design to inspections, assessments, and construction - related services. Our design work is conducted in accordance with federal, state and local standards and current industry standards and guidelines by an engineering team with extensive experience in the planning and design of water and wastewater transport and treatment systems including water transmission and distribution systems, gravity sewers and forcemains, wetwells, sewer pump and lift stations, sludge drying beds, as well as wastewater treatment plants. Our design capabilities also include performing wastewater system analyses in order to determine and meet the present and future demand needs of each project. Emphasis is placed on adequate planning and accurate demand and generation projections to ensure all designs accommodate future needs. Our infrastructure capabilities include the following:
Wastewater collection, treatment, and recycling, including solid waste management.
Wastewater flow reduction and reuse, including I & I management 2737 N. MAIN STREET, SUITE 200, WALNUT CREEK, CA 94597 • (925) 279- 5000 • FAX ( 925) 279- 5001 CALIFORNIA CONTRACTOR LICENSE NO. A- 65254
582
City of Lathrop
August 13, 2025
Wastewater facilities master planning and engineering design of water and wastewater transport, lift stations and treatment systems
Water resource development including production and monitoring wells Water transmission and distribution system including water mains, pumps, valves, and other appurtenances
Facility planning, infrastructure feasibility studies and process analysis/ evaluation Construction management, limited construction observation and quality control services Regulatory permits and clearances
Support services such as subsurface utility locating/ engineering, traffic control planning and corrosion engineering and cathodic protection.
Alisto has a current staff of more than 150 professional engineers, scientists, technical and administrative personnel. Our proposed key personnel and support staff have been involved in numerous engineering services with various public agencies, utilities, water and wastewater districts throughout California and other western states.
Alisto will manage the contract from our headquarter office in Walnut Creek. The individual authorized to represent, negotiate, and contractually bind Alisto in all matters relating to the RFP, as well as serve as the Contract Manager is:
Al Sevilla, PE, Principal
2737 N. Main Street, Suite 200
Walnut Creek, CA 94597
Office No.: (925) 279- 5000 Mobile No.: (925) 250- 1146 E- mail: asevilla@alisto. com
We appreciate your consideration of our qualifications and capabilities and look forward to the opportunity to be of service to the City of Lathrop.
Sincerely,
ALI STO INC.
AI Sevilla, PE.
Principal
583
4), ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
1. Description of the Firm
Company Overview
Alisto Inc. is a minority -owned multi -disciplinary
engineering and consulting firm offering
comprehensive environmental, engineering and
construction services to governmental agencies,
public utilities, major corporations, and
commercial clients throughout the US and abroad.
Established in 1992, it has been our mission to
exceed our client' s expectations in safety, quality,
on -time, and on -budget delivery of engineering
solutions and projects.
Our multi -disciplinary staff of more than 150 highly
qualified and experienced professional engineers,
scientists, and technicians provide a broad range of
engineering, consulting, and construction services
in the following core areas:
Project and Program Management
Planning/ Preliminary/ Design/ Final
Engineering
Environmental Engineering and Management
Technical Reports
Survey and Mapping, Easement and Legal
Descriptions
Corrosion Engineering and Cathodic Protection
Geotechnical Investigations
Construction Management, General
Contracting and Bid Solicitation Support
Specialty Technical Services, such as Subsurface
Utility Engineering, Utility Potholing and Traffic
Control Planning
As a licensed General Engineering Contractor in various states, including California, Alisto has the capability and resources to provide turn -key design,
procurement, construction, permitting, and
contracting services for various types of environmental and engineering projects. Client service is a top priority of Alisto. We customize our service and technical
capabilities to undertake every project safely,
efficiently, on schedule, within budget and to our
clients' satisfaction. With our results - oriented
approach, we provide smart, innovative, commonsense, and sustainable solutions to exceed our clients' expectations and standards of quality.
Office Location and Contact Person
Alisto will manage and perform the required services
from our headquarter office in Walnut Creek, CA,
including administrative and technical support.
The individual authorized to represent, negotiate,
and contractually bind Alisto, Inc. in all matters
relating to this proposal, as well as serve as the
Contract Manager is:
Al Sevilla, PE, Principal
2737 N. Main St., Ste. 200, Walnut Creek, CA 94597
Office: ( 925) 279- 5000; Mobile: ( 925) 250- 1146
E- mail: asevilla@alisto. com.
Proven Record of Performance
Alisto has earned a reputation for completing
projects that exceed the expectations and
standards of quality of our clients while meeting
even the most demanding schedule. We commit to
providing a qualified, committed team to the City of
Lathrop for all project needs and to ensure
completion of the scope of work in accordance with
the agreed - upon schedule and budget.
Understanding of Project Requirements
and Scope of Services
Having provided similar lift -stations engineering
services for wastewater engineering, Alisto has a
thorough understanding of the technical,
constructability, specifications, and specialty
engineering requirements to effectively perform the
scope of work as described in the RFQ for all the
five tasks. Our trained and experienced personnel
are committed to meeting or exceeding the
expectations of our clients and are cognizant of the
need to be responsive and perform the services as
mutually agreed upon.
584
V^v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Responsiveness
Our responsiveness is one of the highlights of our
performance in successfully completing each task
or assignment on our existing on -call, as -needed
or task -order based contracts. Our clients can
attest to our ability and preparedness to respond
to their needs in cases of emergency or on short
notice. Our flat organizational structure allows
Alisto to be responsive within less than 24 to 48
hours to requests from the City even on short
notice or in cases of emergency.
Sustainability
Alisto has been at the forefront of incorporating
sustainability and green practices not only in
providing solutions to our clients' problems and in
the life -cycle assessment of infrastructure and
environmental projects but also in how we
conduct and operate our business. Alisto is a
member of the Sustainable Purchasing Leadership
Council and the Institute for Sustainable
Infrastructure, two of the leading industry
organizations promoting practices and standard
metrics for sustainability.
Best Overall Value and Pricing
We believe that we provide the best combination
of value, price, technical quality, and service. All
of us at Alisto are committed to providing valueadded service in all aspects of our work and take pride in what we do and deliver.
MBE & DBE Participation
Alisto is certified as a minority -owned or diverse
business enterprise ( MBE or DBE) by various state
and local agencies including the California Public
Utility Commission Supplier Clearinghouse and
Western Region Minority Supplier Development
Council.
Project Team Experience
The key members of our proposed project team
have extensive experience in managing and
COMPANY PROFILE
ESTABLISHED - February 1992
STATE OF INCORPORATION - California
SIC/ NAICS CODES:
237310, 541330, 541380, 541618,
541690, 562910, 924110
OFFICE LOCATIONS
Headquarter Office ( HQ)
2737 North Main St., Suite 200
Walnut Creek, CA 94597
Phone: (925) 279- 5000
Email: asevilla@alisto. com
Southern California Office
515 S. Flower St., 18` h Floor
Los Angeles, CA 90071
Phone: (213) 542- 7400
Texas Office
4402 Vance Jackson Rd, Suite 118
San Antonio, TX 78230
Phone: ( 469) 831-590
New York Office
5 Odell Plaza
Yonkers, NY 10701
Phone: (914) 751- 0596
Website: www. alisto. com
EIN: 68- 0268362
MBE CERTIFICATION:
Alisto is a minority -owned company certified by
the California Public Utilities Commission ( CPUC)
Supplier Clearinghouse and the Western Region
Minority Supplier Development Council.
CPUC VON: 92CN0112
WRMSDC CERTIFICATE NO: WR02520
INSURANCE COVERAGE:
Alisto maintains appropriate insurance coverage
for every project we do and often more than is
required. Coverage for commercial General
Liability, Automobile Liability, Employer' s, and
Professional Liability will be provided at time of
contract execution.
585
V^u
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
undertaking multiple task orders or projects at
multiple locations concurrently and have performed
similar service for numerous public agencies and
private sector clients. Our project team has a proven
track record in completing each deliverable on
schedule and within budget, which not only complies
with applicable Federal, State, and local regulations
but also exceeds the expectations of our clients. The
key personnel selected for the project team were
based on the following criteria:
Areas of specialization applicable to the project
or task order scope
Relevant, hands- on experience providing similar
services.
Proven ability to complete tasks and projects on
time and within budget.
Ability and experience working with various
regulatory agencies.
Knowledge of applicable regulations and
permitting requirements
Possession of necessary or applicable
certification/ license
Availability to work on -site as needed or as each
task requires.
The members of our proposed project team have
extensive experience in providing a diverse range of
services to public and private sector clients,
specifically for utility and infrastructure - related
agencies. Our proposed team structure as noted in
the organization will provide a clear line of
communication and responsibilities between the
City' sstaff and Alisto' s project team.
Our assigned Contract Manager and Principal, Mr. Al
Sevilla, PE and Principal Project Manager, Mr.
Abhishek Adhia, PE will serve as the primary points of
contact for our project team for the duration of the
contract for all managerial, administrative, and
contractual matters. All key personnel selected for
project roles have the training and extensive
experience required for all utility -related projects.
Our assigned project team also includes a project
support staff that will be available as needed for the
contract' sduration.
The qualifications and experience of the key
personnel proposed as members of the project team
are presented in detail in their respective resumes.
Each key Alisto team member has the demonstrated
experience, training, and certifications to perform
their assigned tasks of the scope of work. Alisto will
not replace or reassign any of the key personnel
during the terms of their assignment without the
written approval of the City.
Current Workload and Personnel
Availability
With an in- house staff of more than 75 engineers,
scientists, designers, CAD drafters, technicians, and
administrative support at our Walnut Creek office, we
have the necessary personnel and resources to
perform and complete the required scope of services
on time and within budget. If additional personnel is
required to meet the schedule, we can assign
personnel from our other offices to support the
project until successful completion.
The availability of key personnel to be assigned to the project until completion of their respective
assignments is presented in the Project Team section
of this proposal.
Major Project Contract Experiences
Alisto' s
proven record of experience in numerous
facilities improvements, project engineering,
environmental management, corrosion engineering,
and construction management services for the more
than the 33 -year history of the firm is depicted in the graph below showing the clients and durations of our
contracted services. The depth and scope of our
services, the cost- effective, timely and quality work
we produce has led our clients to renew or extend
our contracts repeatedly.
586
V^v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
1990 1995 2000 2005 2010 2015 2020 2025
Con Edison
CPS Energy
EBMUD
PG& E
SocalGas
LISPS
Naval Undersea Warfare Center
Caltrans
BP Arco Oil Co.
Exxon Mobil Oil Corporation
Ultramar Ince
Time Oil Company
Merced County Department of Public Works
Sierra Anny Depot
Los Angeles Community College District
Los Angeles Unified School District
Lawrence Livermore National Laboratory
Sacramento Municipal Utility District
Los Angeles Parks and Recreation
Central Contra Costa Sanitary District
City of Redwood City
West County Wastewater District
Lake Elsinore Unified School District
Intia! Contract I®t
Second Contract
Third Contract
587
Major Contract Schedule
Presented below are Alisto' s current list of contracts showing their inception and estimated contract end date. Pro ects or contracts that are less than one year in duration are not included in the list below.
CLIENT TYPE OF CONTRACT START END
Sacramento Municipal D Utility District Master Service Agreement. Engineer Gas E Services 4/ 14/ 2016 4/ 5/2026 County of Sacramento - Gibson Ranch Master Service Agreement - Water System Monitoring 9/ 1/ 2016 3/ 10/ 220 Pacific Gas and Electric Company Master Service Agreement - Corrosion Services 12/ 31/ 2018 12/ 31/ 2025 IIIIIIMIKIIIIIIIM Pacific Gas and Electric Company Master Service Agreement - Gas Leak Survey 1/ 20/20 12/ 31/ 2030 City of Los Angeles Dept. of Recreation On -Call Environmental Assessment & Remed' ution 7/ 9/ 2021 7/ 9/ 2027 CPS Energy Master Service Agreement - Gas Leak Survey 8/ 23/023 12/ 31/ 2027 CPS Energy Master Service Agreement- Corrosion Services 9/ 15/ 2022 9/ 14/ 2025 Martin Sprocket & Gear As -Needed - Environmental Services 1/ 2023 1/ 2026 Comolldated Edison Company of New York Blanket Purchase Order - NOT Installation 9/ 15/ 2022 9/ 15/ 2028 Consolidated Edison Company of New York Blanket Purchase Agreement - Engineering Services 5/ 1/ 2023 4/ 30/ 228 West County Wastewater On -Call Engineering Services 5/ 17/ 2023 5/ 17/ 2026 City of Vallejo On -Call Engineering Services - Project Management 9/ 27/023 6/ 30/ 226 City of Los Angeles LA Sanitation On -Call - Environmental Services 3/ 13/ 2024 3/ 13/ 2029 Mammoth Community Water District Master Service Agreement- Corrosion Services 7/ 1/ 2024 7/ 1/ 2026 City of Foster City Master Service Agreement- Corrosion Services 8/ 5/ 2024 8/ 7/ 2027 Forth Worth Housing Solutions Master Service Agreement- Environmental Services 9// 2024 9/ 2025 City of Sac lote As - Needed Contract for Corrosion Services 11/9/ 2024 11/8/ 2025 Sorcthwst Gas Company Master Service Agreement- Traffic Control Services 2/ 10/25 2/ 9/026 City of Pomona Professional Engineering Services 2/ 18/025 8/ 29/025 Santa Clara Valley Transportation Authority On - Call Environmental Services 6/ 30/ 225 6/ 30/ 232 588
V^ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
2. Work History of the Firm
Alisto has proven experience and performance in
managing similar on -call contracts and in the
engineering design and construction of various
utility projects for more than 33 years as described
in the following sections.
Lift Stations Contract Experiences
Alisto' s extensive experience in managing multi -year
on -call, as -needed engineering services contracts
and construction projects for more than 33 years is
depicted in the graph below showing the clients and
durations of our engineering and engineering
support services. The depth and variety of our
services, cost- effective, and timely and quality work
we deliver, has resulted in renewed or extended
contracts, and accounting for more than 80 percent
of repeat clients. The chart below shows Alisto' s
long -running, engineering, design, and construction
support contracts. The below clients/ contracts have
resulted in over 3, 500 engineering studies, design
and construction support projects successfully
completed since the inception of Alisto.
Representative Projects
Alisto has extensive experience in providing
inspections, assessments, preliminary and final
design, bid -phase services, and/ or construction -
phase service to meet design requirements and
permit compliance. To date, Alisto has managed
more than 75 similar type contracts for various
scopes of services for numerous Federal, State,
County, and local agencies, major corporations, and
private sector clients throughout the United States
and abroad. As a result, our project team has
gained a thorough understanding of the technical,
managerial, and environmental requirements for
this contract and the engineering skills and
processes to complete each task. Alisto' s
administrative support system includes the tools
and resources to manage budget and schedule of
multiple tasks or projects including resources
allocation and subcontract management.
For more than 33 years, we have provided
engineering services to hundreds of public agencies,
cities, counties, utility companies, oil & gas, pipeline, energy companies, and major corporations. Our
current and past clients include West County
Wastewater, Santa Clara Valley Water District,
Sacramento Municipal Utility District, Pacific Gas &
Electric, Southern California Gas Company, San
Diego Gas and Electric, East Bay Municipal
Water/astewater Utility District, Con Edison ( New
York City), CPS Energy Service ( San Antonio, Texas),
City and County of Los Angeles, City of San Diego,
City of Newport Beach, City of Pomona, City of
Vernon, California Department of Transportation,
United States Postal Service, National Park Service,
Los Angeles Unified School District, and major oil
companies and corporations. As an added level of
detail -focused support, Alisto' sexperienced project
control analysts and schedulers are also available to
provide vigilant project monitoring and controls
until successful completion.
Similar Project Experiences
Presented below are representative examples of
our relevant experience in providing the services
that may be requested by the City under the On -Call
Engineering Services contract.
Engineering and Construction Support Services
West County Wastewater District ( WCWD)
589
V^ ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Project or task orders performed to date included:
Designed a permanent replacement of an
existing 800 foot, 6 -inch cast iron forcemain
with two ( one active and one redundant) 8 -inch
High Density Polyethylene ( HDPE) pipelines in a
narrow existing easement. This project included
Design Criteria, a Feasibility Analysis, 30%, 60%,
90% and Issued -for -Construction Design
Drawings and Specifications with Engineer' s
Construction Estimates. Aliso will also provide
engineering support services during bidding and
construction.
Designed a temporary above - grade design
solution for leaking forcemain. This design
involved deep collaboration with WCW' s
construction contractor to create a
constructable design that could be
implemented on an emergency basis while a
permanent solution was engineered and
designed ( also by Alisto). This temporary
pipeline design took advantage of the site'
existing above -grade infrastructure to safely
bypass the existing leaking forcemain.
Owner' s Engineering support with
communication/ updates to the Director of
Infrastructure and Planning, mentorship, and
training to Planning and Support Services staff,
technical assistance to Planning and Support
Services staff and technical assistance to the
Capital Portfolio projects. Work has
additionally included design of emergency
main remediation due to leaking, main routing
analysis and plan and profile drawings.
Recommendations on development of project
specifications, items related to plan checks ( i.e.
potentially reviewing complex plans/ drawings,
answering inquiries such as allowable distance
of sewer mains to proposed retaining wall
footings and providing recommendations),
involvement in planning initiatives ( i.e.
reviewing I/studies, the Master Plan, the
SSMP and the Standard Details, answering
related inquiries and providing
recommendations), review of RFP/FQs and
providing flow modeling assistance ( i.e.
increase in demand leading to flow modeling
being necessary and criteria for future pipeline
upgrades), assisting in various engineering
calculations.
Provide technical assistance for the Capital
Portfolio Division. Example includes for this
task include but are not limited to creating
engineer' sestimates for projects ( considering
cost escalations), reviewing submittals and
plans/ drawings for projects, reviewing
RFP/FQs, suggestions regarding community
outreach items, advice regarding easement
matters ( acquisition and/ or quitclaiming), and
reviewing standard specifications and change
order requests.
Installation of Electrolysis Test Stations ( ETS)
for Cathodic Protection monitoring.
Installation of Casing Test Stations ( ETS) for
Cathodic Protection monitoring of cased
pipelines.
Construct and Install deep well anodes for
Cathodic Protection of pipeline and other
facilities.
Engineering and Environmental Services
East Bay Municipal Utility District
Alisto has provided general engineering and
environmental services to East Bay Municipal Utility
District since 1996 including, erosion control design,
process hazard analysis, capital project engineering
support, spill prevention control and
countermeasure plan, emergency response,
regulatory compliance, site remediation, storm
water pollution prevention, waste management,
590
V^ ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
and corrosion protection engineering and
systemwide replacement, including anode and
rectifier installations throughout its service area.
Prepared work plans and health and safety
plans for numerous environmental and
construction projects as well as facility
operations.
Provided pre -design sampling for trench spoil
management to assist in the construction of
major water transmission and wastewater
collection systems.
Performed numerous site investigations and
engineering design for the remediation of soil
contamination at various sites.
Other task orders completed included
preparation of Spill Prevention Control and
Countermeasure Plan for the Main Wastewater
Treatment Plant, Risk Management Plan for a
wastewater reclamation plant and stormwater
pollution prevention plans.
Engineering Design and Owner -Engineer Services
Southern California Gas Company
Alisto was initially retained in 2013 to provide
Project Management, Project Engineering,
Engineering Design and Drafting, Construction
Management, and Inspection for five Gas
Transmission Vale Automation sites for SoCal Gas.
The total installed cost of the five projects is
estimated at $ 20M. Alisto prepared more than 400
construction drawings for pipeline, SCADA,
instrumentation, controls, and
mechanical/ civil/ structural. Alisto PMs, AutoCAD
personnel, Design Engineers, and field engineers
were responsible for all phases of the project from
feasibility studies, project management, engineering
and design, procurement, field engineering,
construction management, and as- builts together
with schedule and cost plans through a gated
project process and managed the day- to- day
operations of the assigned projects from initial
planning to construction. Tasks performed by Alisto
included but not limited to:
Project Schedule and Cost Plans development
in MS Project with assumptions, risk register,
cost to completion, scope of work,
constructability reviews, design specifications
for major material, and work assignments to
internal and external team members
Develop, facilitate, and provide notices for
weekly meetings and reports with internal &
external team members.
Conduct gated project budget approval with
senior management.
Manage changes in scope, schedule, and cost
and notify approving authority as early as
possible.
Managed and obtained all required permits.
Manage project material ordering process and
submit all material requisitions on time.
Create and submit for approval preliminary,
30%, 60%, and final construction drawings,
including constructability reviews and as- builts.
Facilitate all construction readiness reviews.
Coordinate all gas control outages.
591
V^ ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Pipeline and Heater/ Regulator Station Upgrade
Project
ATl Specialty Alloys & Components
Alisto developed routing alignments and designed
and drafted issued for construction drawing plans
and specifications for natural gas facilities including right- of- way determination and detailed site
improvement plans for drainage, access, security,
and constructability to encompass a 3000' long
buried 10" and 4" transmission pipeline. This
included a 300' segment of 10" cased piping under a
highway and railroad crossing, a new tap and valve
station, a new 5, 000 sq. ft. metering and filtration
station, a new 12, 000 sq. ft. heater and regulation
station, ancillary demolition and tie- in connections,
and a full cathodic protection station and pipeline
test station design. Alisto' scontract included
construction support and as -building as well. This
project has been successfully commissioned and is
operated as designed by Alisto and as desired by the
client and all stakeholders. The project involved
detailed coordination with a large re -development
project occurring concurrently on the same site
involving complex permitting and land rights
determinations.
Project Engineering Support for Gas Transmission
and Distribution
Pacific Gas and Electric Company
Alisto provided full time Project Engineer and
Project Management Support ( Assistant PMs and
Project Control Analysts) at PG& E' s offices for
various gas distribution/ transmission projects
throughout its service territory for more than 10
years. The Project Engineers were responsible for
the engineering and execution of the projects from
initial planning to completion of construction, startup, and close- out. Primary responsibilities of the PEs for all phases of the projects include:
Establish project scope and justification.
Work with team members/ stakeholders to
develop project scope and design criteria and
schedule.
Prepare engineering, design drawings,
procurement, construction, and close- out for
multiple projects simultaneously.
Lead all project tasks utilizing MS -Projects, or
Primavera P6 and AutoCAD to ensure
completion according to project budget, scope,
and schedule.
Facilitate regular project team meetings and
conduct site visits with stakeholders for
resolution of critical path items.
Regularly report on project progress to senior
management.
Projects have included gas distribution/ transmission
station design, construction and demolition, design
and construction of major transmission pipeline
installations, installation of cathodic protection on
gas transmission pipelines, upgrading of cooling
towers and chemical feed system, installation of
aboveground storage tanks, arc fault survey of
electric transmission lines, design and construction
of hazardous waste building, and planning and
design of multi -building gas operation training
center.
592
ALISTO
3. Key Personnel
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Alisto has extensive experience in providing
engineering design services like the scope of work in
the RFP for the City of Lathrop' s (City) "RFP for
Professional Engineering Consulting Services for
Mossdale Wastewater Pump Station Access
Modifications and Upgrades, CIP WW 26- 09" project.
To date, Alisto has managed similar type contracts
for various scopes of services for numerous Federal,
State, County, and local agencies, major
corporations, and private sector clients throughout
the United States and abroad. As a result, our project
team has gained a thorough understanding of the
technical, managerial, and financial requirements for
this contract and the management skills and
processes to complete each project task. Alisto' s
administrative support system includes the tools and
resources to manage budget and schedule of
multiple tasks or projects including resources
allocation and subcontract management.
Project Team Organization
The members of our
proposed project team
have extensive
experience in managing
and undertaking multiple
projects and have
performed similar scopes
of service for numerous
public agencies and
private sector clients.
Our project team has a
proven track record in
completing each
deliverable on schedule
and within budget, which
not only complies with
applicable Federal, State,
and local regulations but
also exceeds the
expectations of our
clients. The key
personnel selected for
the project team were based on the following
criteria:
Areas of specialization applicable to the
project' s design scope.
Relevant, hands- on experience providing
similar services.
Proven ability to complete tasks and projects
on time and within budget.
Ability and experience working with various
regulatory agencies.
Knowledge of applicable regulations and
permitting requirements.
Possession of necessary or applicable
certification/ licenses.
Availability to attend meetings on -site as
needed or as each project stage requires.
Members of our proposed project team have
extensive experience in providing a diverse range
of services to public and private sector clients,
specifically for utility and infrastructure - related
PRINCIPAL/ CONTRACT MANAGER
Al Sevilla, P. E.
ALISTO STAFF
PRINCIPAL PROJECT MANAGER
Abhlshek Adhla, P. E.
CML! STRUCTURALJSEISMIC
ENGINEERING
Mark Young, P. E.
James Ramos, EIT
CONSTRUCTION MANAGEMENT &
FIELD SERVICES
Peter Beaver
Larry Buenvenlda
MECHANICAL ENGINEERING
Abhlshek Adhla, P. E.
Wayman Pon, P. E.
PROJECT MANAGEMENT
SUPPORT
Jaime Troncoso, PMP
ELECTRICAL ENGINEERING &
INST. & CTL. ENGINEERING
Steven Roy, P. E.
George Gaebler, P. E.
CATHODIC PROTECTION
ENGINEERING
Laszlo Forgo, CP- 4
ALISTO PROJECT SUPPORT STAFF
Environmental Engineers & Scientists. Field Technicians • CAD Operator • GIS Technical Editor/ Data Management • Administrative Clerk 593
V^ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
agencies. Our proposed team structure as
presented in the organization chart above will
provide a clear line of communication and
responsibilities between City staff and Alisto' s
project team.
Our assigned Contract Manager and Principal, Mr. Al
Sevilla, PE and Principal Project Manager, Mr.
Abhishek Adhia, PE will serve as the primary points
of contact for our project team for the duration of
the design project for all managerial, administrative,
and contractual matters. All key personnel selected
for this project have the training and extensive
experience, like the scope of services required for
this project. Our assigned project team also includes
a project support staff that will be available as
needed for the project' sduration.
Project Team Experience
The qualifications and experience of the key
personnel proposed as members of the project
team are summarized below and presented in
detail in their respective resumes ( refer to
Resume Attachment). Each key Alisto team
member has the demonstrated experience,
training, and certifications to perform their
assigned task of scope of work.
Alisto Key
Personnel Name &
Title
Assignment Education and
Professional
Registration
Relevant Experience & Certifications
Al Sevilla, P. E.
Principal
Contract
Management/
Principal
Engineer
Abhishek Adhia, Principal
P. E. Project
Manager — Manager
Engineering
Services
Mark Young, P. E.
Sr. Project
Manager/ Engineer
Sr. Project and
Civil Engineer
B. S. Chemical
Engineering
M. S. Environmental
Engineering
Registered Civil
Engineer
B. S. Mechanical
Engineering
Registered Mechanical
Engineer
B. S. Civil Engineering
Registered Civil
Engineer
James Ramos, QSP,
CESSWI, EIT
Project Civil
Engineer
Wayman Pon, P. E.
Sr. Project
Engineer/
Manager
Project
Engineer
Sr. Mechanical
Engineer
B. S. Civil Engineering
Engineer -in -Training
B. S. Mechanical
Engineering
Registered Mechanical
Engineer
P. E. (Civil), 45+ years ( 33 years at Alisto)
relevant experience in managing
environmental, civil, water, wastewater
and gas utilities, solid waste management,
corrosion protection engineering projects
for public utilities and major corporations.
P. E. (Mech) 15+ years ( 12 years at Alisto)
of experience in pipeline utility design,
project management, engineering
consulting and regulatory compliance, and
risk assessment.
P. E.( Civil) 30+ years ( 14 years at Alisto) of
experience in project management, civil
engineering, site development, utility
infrastructure design, & geotechnical
investigation.
10+ years ( 9 years at Alisto) of experience
in utility infrastructure planning and
design, environmental consulting and
regulatory compliance, and multi -media
sampling
P. E. (Mech) 40+ years ( 3 years at Alisto) of
experience in gas utility pipeline/ station
design. Lead teams of 50 engineers/
designers/ drafters to complete projects
with annual capital budgets over $ 100M.
594
V^ ALISTO
Steven Roy, P. E.
Sr. Electrical Eng.
George Gaebler,
P. E.
Sr. Mech/ I&CEng.
Peter Beaver
Sr. Construction
Manager
Project
Electrical
Engineer
Project
Mechanical
Engineering
Consultant
Principal
Construction
Manager
Larry Buenvenida Field Services
Sr. Field Services Coordinator
Coordinator
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
B. S. Electrical Eng.
Registered Electrical
Engineer
B. S. Mechanical Eng.
Registered Mechanical
Engineer
B. S. Earth Sciences
Field Monitoring and
Sampling of
Hazardous Wastes,
University of
California, Davis
Certified SWPPP
Preparer
P. E.( Elect) 10+ years ( 8 years at Alisto) of
experience in electrical design of building
infrastructure and solar systems.
P. E.( Mech) 40+ years ( 2 years at Alisto) of
experience in industrial controls and data
systems engineering design for water,
wastewater, and gas utility infrastructures.
Mr. Beaver has over 45 years ( 33 years at
Alisto) of experience in construction
management and has held supervisory
positions in the fields of water and waste
treatment, hazardous waste management,
engineering design and construction
management.
Mr. Buenvenida has more than 35 years
33 years at Alisto) of experience as a field
technician, construction manager, and
O&M technician performing various field
activities related to multi -media
monitoring and sampling.
Jaime Troncoso,
PMP
Sr. Project
Manager
Sr. Project
Manager
Laszlo Forgo, CP- 4 Sr. Corrosion
Principal Corrosion Protection
Engineer Consultant
B. S. Chemical
Engineering
M. S. Environmental
Management
Project Management
Professional
AMPP CP- 4
Alisto' sPrincipal Project Manager for this project is
Abhishek Adhia, PE. Mr. Adhia has more than 15
years of experience as a Project Engineer and
Senior Project Manager for major utility projects,
various educational and research facility utility
upgrade projects, gas transmission pipeline
upgrades, and gas transmission corrosion
prevention and monitoring installations. He is
proficient in pipe stress analysis, equipment sizing
and design of oil, gas, steam, and utility piping
PMP, 35+ years ( 16 years at Alisto) of
relevant experience in engineering,
environmental, project engineering, EPC,
and project management experience in
multi -disciplinary, complex industrial,
pipeline, engineering design and
construction projects.
40+ years ( 2 years at Alisto) of experience
as a corrosion and integrity management
engineer. NACE certified with extensive
experience in inspection and design of
cathodic protection system for water,
wastewater, gas, and electric utilities.
systems. Mr. Adhia has experience providing
construction support services, submittal reviews,
on -site coordination, cost estimating, preparation
of design reports, construction plans, technical
specifications, and has served as a Project Manager
on complex projects from inception to completion
with budgets in excess of $10 Millon.
He served as the Sr. Project Manager responsible
for natural gas transmission line valve automation
595
S, e). ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
and valve replacement projects for Southern
California Gas Company from project initiation to
project closeout. Projects ranged from $ 2. 5M to
10M+ in construction cost. His responsibilities
included coordinating multi -disciplinary
engineering design, cost estimating, preparation of
specifications and drawings for bids by construction
contractors and permitting for environmental and
state/ county/ cit requirements, gas line
clearances/ outages document preparation,
land/ easement acquisition, coordination with
contractors through construction and
commissioning of installations, and managed the
projects through financial project close- out.
Mr. Adhia has also managed design work for West
County Wastewater District (WCWD). Designed a
permanent replacement of an existing 800 foot, 6 -
inch cast iron forcemain with two ( one active and
one redundant) 8 -inch High Density Polyethylene
HDPE) pipelines in a narrow existing easement.
This project included Design Criteria, a Feasibility
Analysis, 30%, 60%, 90% and Issued -for -
Construction Design Drawings and Specifications
with Engineer' s Construction Estimates. Design also
included a temporary above -grade design solution
for the existing leaking forcemain. This design
involved deep collaboration with WCWD' s
construction contractor to create a constructable
design that could be implemented on an
emergency basis. Assess and evaluated cathodic
protection system and designed/ enhance system to
address deficiencies.
Also, provided, feasibility assessment and
equipment replacement options for four
sedimentation basins built in 1980s. The scope
included assessing service life, repair vs.
replacement options for all the electrical power,
pumps, motors, conduits, wiring, lighting, I&C
equipment, and SCADA software upgrades.
Key Personnel — Project Availability
Our project team members are based in Alisto' s
Walnut Creek office but are available to be on -site
as necessary for the duration of the contract to
facilitate communication and coordination among
team members to execute the project and delivery
of work products on time and within budget. The
key project team personnels are currently involved
with the ongoing projects as listed in the Client
References section, with some other projects at the
final design/ construction phases and others at the
Alisto' sKey Project Team Availability (%)
AL SEVILLA, PE, ENV -SP - PRINCIPAL/ CONTRACT MANAGER
ABHISHEK ADHIA, PE - PROJECT ADVISOR
JAMES RAMOS - PROJECT ENGINEER
STEVEN ROY, P. E. - PROJECT ELECTRICAL ENGINEER
GEORGE GAEBLER, PE - SR. ELECTRICAL AND I&C ENGINEER
LARRY BUENVENIDA - FIELD SUPPORT AND SITE SAFETY
PETER BEAVER - PRINCIPAL CONSTRUCTION MANAGER
MARK YOUNG, PE - ENGINEERING SUPPORT
WAYMAN PON, P. E., SR. MECHANICAL ENGINEER
JAIME TRONCOSO, PMP - SR. PROJECT MANAGER
LAZLO FORGO, CP- 4, SR. CORROSION PROTECTION...
Staff Availability 0 10 20 30 40 50 60 70
596
V^ ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
project as- built/ close out phases. Alisto is prepared to fully committed to provide the necessary
personnel and resources to perform and completed
the project on time. The following chart depicts
the key project personnel' savailability for the
duration of the contract. In addition, Alisto fully
recognizes the importance of consistent team
staffing to ensure a successful project, and we have
committed that our Principal Project Manager, Mr.
Abhishek Adhia, will remain for the life of this
project. In addition, Alisto will not replace or
reassign any of the key personnel during the terms
of their assignment without the written approval of
the City.
597
V^v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
4. Description of Methodology and Approach to the Project Alisto will perform the anticipated scope of services
to technically support the access modifications, roof
improvements, structure steel framing upgrade, well
wet hatches and overhead hoist/ Beam removal,
improvements, and all station mechanical and
electrical equipment, lighting, and software upgrades
for the pump station as outlined in the May 2, 2014,
RMC Assessment Report and in the RFP.
Since the station equipment has passed their service
life and is no longer supported by suppliers or
manufacturers, we understand the complexity of
designing new upgrades to meet specifications,
requirements, and safety codes. Alisto has many
years of experience with similar types of contracts
with cities, utilities, municipalities, and
water/astewater districts. We can facilitate prompt
commencement of work for these planned projects.
Our team strategy for effectively achieving these
objectives is based on our 33 -years of engineering
and design experience with similar capital
improvement projects and our success with current
clients as shown with repeat direct award contracts
throughout the country. Alisto' s approach to meet
the City of Lathrop' s objectives for the Mossdale
Station includes meeting the project design scope,
coordination with the City and preparing
construction cost estimates per the American
Society of Professional Estimators ( ASPE), providing
bid assistance, and construction support as
described in the RFQ.
Alisto' s
approach to carrying out assigned task orders
to successful completion for scopes of work are
described below.
Understanding of Scope of Services
Our water/astewater resource management and
engineering and construction management expertise
consists of a diverse range of experiences ranging
from infrastructure planning and engineering design
to inspections, assessments, and construction -
related services. Our design work is conducted
following federal, state, and local standards and
current industry standards and guidelines. Our
engineering team has extensive experience in the
planning and design of water and wastewater
transport and treatment systems including water
transmission and distribution systems, gravity
sewers and forcemains, wetwells, sewer lift stations,
sludge drying beds, as well as wastewater treatment
plants. Our design capabilities also include
performing wastewater system analyses and
feasibility studies to determine, and meet, present
and future demand needs of each project. Emphasis
is placed on adequate planning, review of current
design, and accurate demand and generation
projections to ensure all designs accommodate
future needs.
Our infrastructure capabilities include the following:
Wastewater collection, treatment, and
recycling, including solid waste management.
Wastewater flow reduction and reuse, including
Infiltration & Inflow management.
Wastewater facilities master planning and
engineering design of water and wastewater
transport and treatment systems
Water resource development including
production and monitoring wells
Water transmission and distribution system
including water mains, pumps, valves, and
other appurtenances.
Facility planning, infrastructure feasibility
studies and process analysis/ evaluation
Constructability reviews at each design phase
Bid support, Construction management,
construction observation and quality control
services
Regulatory permits and construction clearances
Based on our understanding of the RFP
requirements and review of the RMC 2014 report,
the Scope of Services will include the following tasks:
Project Management
Project Engineering
Design Engineering and AutoCAD Drafting
including preparation of the following:
598
V^v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
50% Plans, Specifications, and
Construction Cost Estimates
100% Plans, Specifications, and
Construction Cost Estimates
Permit Coordination, if requested
Topographic Surveying ( If required)
Equipment Specifications and Procurement
Neighbor notifications during construction
upgrades ( Part of Construction Management)
Coordination with the City' srepresentative
Construction Bid Support
Construction Management, Engineering
Support and Field Inspection
As- builts, RFI coordination, and OMI
preparation
Landscaping, concrete, lighting, and paving to
blend station with neighborhood
With our in- house capabilities, Alisto will perform
electrical, instrumentation, controls, and SCADA
engineering services as follows:
Evaluation and design of electrical power
distribution, lighting system, instrumentation
monitoring, and control system design for low
and medium voltage systems and are
integrated with the City' s
SCADA system.
Preparing electrical plans, specifications, cost
estimates, and engineering calculations signed
by a professional electrical engineer, registered
in the State of California.
Specify electrical, instrumentation, and controls
equipment and apparatus requirements.
Design conduit routing, interior, and exterior
lighting, and single -line diagrams for
switchboards, motor control centers, variable
frequency drives, and control panels.
Provide process instrumentation and control
system design, including flow, level, position,
pressure, temperature, and vibration
monitoring and control.
Performing field investigations and
constructability analysis.
Provide reports on condition assessments.
Coordinate and manage electrical work with
PG& E to obtain an approved electrical service
plan.
Provide value engineering and peer review
consultation.
Provide Quality assurance and quality control
review.
Evaluate and design electrical service and
SCADA system upgrades.
Prepare power system coordination and
reliability studies.
Evaluate and design power conditioning and
uninterruptible power supplies.
Evaluate and design telecommunications,
security and surveillance, and access control
Provide electrical, instrumentation, and control
systems testing, commissioning, and start- up
services
Alisto' s cathodic protection engineering and technical team ( including several AMPP- certified CP= 1s, CP- 2s and CP- 4) has been providing field surveys,
construction oversight, and design of CP systems for
thousands of utility infrastructure projects
throughout California and in more than 10 states.
Alisto has the ability and capabilities to complete the following services for the District:
Measurements at Electrolysis Test Stations
Analysis of Test Data
Design for replacement or new CP facilities
including rectifier stations, anode wells,
electrolysis test stations including the
development of plans and specifications for
bid/ construction.
Description of Methodology
Our design methodology and technical approach in
performing the required scope of services are
presented in the below, including our project
management process for on time and within budget
performance and delivery of expected work products.
Task 1. Project Management
Managing and tracking a project to successful
completion on time and within budget requires an
experienced project manager with a thorough
understanding of the technical, managerial, and
administrative requirements and the vision to
599
V^ ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
foresee and resolve issues expeditiously. It is
paramount that project managers are equipped with
practical tools to systematically track and monitor
projects and provided with the required personnel
and resources to meet the requirements of the
contract and project. We believe that proactive
project management and close communication
among team members are keys to the success of the
project. Our Project Manager, Mr. Abhishek Adhia,
PE with extensive project engineering experience,
will be the primary point of contact to facilitate and
ensure ongoing communication between the Alisto
team, subcontractors, and departments of the City of
Lathrop and all project stakeholders throughout the
duration of the project.
Project Kick -Off Meeting and Planning
At the onset of any task -order project assignments,
the Alisto Project Manager and team will meet
with the City' srepresentatives to establish and
agree on the scope, schedule, budget, and
deliverables. The provided design scope per Scope
of Services in the RFP, existing drawings, any
needed site analysis, and surveys to gather data on
existing conditions, and feasibility studies of the
assets will be thoroughly reviewed by the Alisto
team to break down the phase approach for scope
and to provide the City with a Basis of Design
document. From this document, the Alisto team
will draft a formal basis of design document for the
City' sreview and final approval. After the scope is
set through this process, the Alisto PM will
establish a work breakdown structure ( WBS) and
final milestone schedule ( preliminary schedule
included) to drive the completion and acceptance
of deliverables. Alisto will coordinate preliminary
project planning meetings with any other agencies
if required, including permit requirements and
utility coordination. Alisto will assist the City' sin
identifying all applicable specifications
requirements and as warranted provide feasible
options and their associated costs.
For the life of the project, the PM will schedule,
organize, and facilitate the kick- off meeting among
interested parties and stakeholders. Alisto will be
responsible for preparing and distributing all
meeting agendas and minutes that will include
roles and responsibilities of each project
participant, project highlights, key issues, action
items, submittal, and RFI processing, and other
procedural and documentation requirements.
Project Control
Alisto uses a Project Work Plan ( PWP) for each
project. The PWP is a working document that is
tailored for the scope of the work and contract
and lists all critical items and deliverables of the
project. The PWP supplements the formal
contractual scope of work and provides the
Project Manager with the tool to visualize the
project from commencement through completion
and the roles and responsibilities of the team
members accountable for the execution of the
work. Our team resolutely supports the
philosophy that better planning leads to better
results. Components of the PWP include:
Definition of project limits and scope ( via a
Basis of Design document)
Definition of the Project schedule and budget
Outline of project specifics including starting
date and duration, objective, dependencies,
deliverables, budget
Standards and criteria that will govern the
work.
Staff assignments include supervisory and
technical lead relationships.
Quality Assurance Plan with Internal peer
review and technical advisory specialists
Designated points of contact
Subconsultant responsibilities and
deliverables
Procedures for receiving and distributing
project information.
Schedule Control
Our team is well versed in developing project
schedules. Routinely, at the outset of a project, a
Critical Path Method schedule is developed listing
all tasks, disciplines, and work products. We have
several different scheduling software packages
available, including Primavera P6 and Microsoft
Project, allowing for the scheduling of projects in a
variety of ways such as resources, cost, and
duration. A project schedule will be prepared for
this project, identifying the duration of each phase
of the project and any major efforts required.
600
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Typically, submittals will be designated as
milestones, and the schedule will reflect review
periods for those that are required. The schedule
will identify critical components of the project and
assign a valid timeframe for completion. In
addition, the amount of available float time
throughout various elements of the task order will
be determined, concentrating on elements critical
or near critical to expeditious project completion.
Quality Assurance and Quality Control (QA/C)
Procedures
Alisto subscribes to a quality assurance/ quality
control ( QA/C) program in performing
professional engineering, technical and
construction services. Since we put emphasis on
the protection of public health and safety and the
environment in performing our work, Alisto has
established a
rigorous QA/C program to provide a
consistent and systematic approach in controlling
and maintaining quality in all activities, work
practices, and services we perform to meet the
standards and requirements of our clients as well
as applicable laws and regulations. Alisto has a
written QA/C plan that is intended to: (1)
establish the QA/C procedures to be followed by
personnel for all projects, and ( 2) augment the
generally accepted industry practices and
applicable requirements and guidelines of
regulatory agencies.
Alisto' s QA/C program establishes and
documents the procedures and techniques to be
used by all personnel to meet the requirements of
our clients for each contract or project. The written
plan describes the system and procedures to be
employed in implementing policies and guidelines
to ensure the quality of all services and
deliverables prepared by Alisto meet the stated
quality objectives. Our QA/C Plan includes
written procedures for all aspects and functions of
our operations.
Alisto applies the quality control process
throughout all phases of a project or contract and
in the preparation of reports, drawings,
documents, and deliverables. All testing results,
engineering calculations, data interpretation and
analysis and design drawings are checked and
reviewed by at least two principals or senior
professionals. Reports undergo a series of
technical reviews and editing by professionals for
completeness, conciseness, accuracy, readability,
sentence structure, format and grammar before
publication and submittal to clients. More
importantly, each document or deliverable is
reviewed for compliance with regulatory
requirements and adherence to client' stechnical
specifications and requirements.
As part of our QC program, we also assign an
independent Technical Review team consisting of
senior professionals to review and critique the
work performed, procedures used and resultant
work product at key milestones of the project. The
Technical Review personnel will also provide
technical guidance to the project team and
additional quality control measures throughout
the terms of the contract.
Task 2. Pump Station Condition
Assessment and Design Requirements
Alisto will conduct a thorough examination of the
existing RMC 2014 Pump Stations Assessment
Technical Memorandum, and a site visit to gather
concerns and issues for a better design for
operations, maintenance, and safety. We will also
conduct a preliminary utility survey. Included in this
will be new research into any new relevant
encroachment permits for the project area, a field
investigation to determine any changes from
information provided by the City for utility location,
hardscape, trees, signs, striping, and other
structures. This upfront investigative work will allow
Alisto to confidently move from an initial Basis of
Design ( BOD) to 50% design efforts. After this
review, Alisto will prepare a final database and base
map drawing of all utility information.
Task 3. Plans, Specifications and
Estimates
Our proposed approach for the preparation of plans
and, specifications, and cost estimate is described in the following sections.
601
V^v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
50% Preliminary Plans
Alisto will review and evaluate the initial BOD
considering all new information gleaned from
utility investigations in addition to ensuring the
existing station requirements, access
modifications, hoist, roof replacement, pump
performance, set points, electrical, I&C, and
SCADA controls will allow the proposed design
function as intended. Also included in this phase of
the project will be an analysis of all needed
permits, determination of other permits and
notifications requirements, current condition of
the station equipment, easement and impacted
properties reviews, all needed sub -consultants,
and a listing of all design decisions for submittal
and approval of the City. After receiving City' s
comments and input on the design criteria and
BOD, Alisto will proceed with the 100% design
phase of the project.
100% and Final Plans
During the 100% and final phase of the design
process, Alisto will create the plans set for
stakeholder review, revise the specifications
document, revise access design, revise the
construction sequencing schedule, as well as
revise the construction cost estimate. During the
final 100% phase of the design process, all the
items listed above will be edited to reflect
comments provided during the 50% design
review period.
Task 4. Bidding Assistance
At the end of this phase, Alisto will create a bid -
ready construction package including final stamped
plans and construction drawings, stamped
specifications, a final cost estimate, and a
construction sequencing schedule. Additionally, the
Alisto team will provide supporting documentation
as needed for final bid package. Alisto will support
and participate in a pre -bid meeting, prepare
addenda before bid opening, and assist the City in
analyzing the construction bid results to prepare a
recommendation for award
List of Potential Design & Scheduling Issues/
Risks
Alisto has identified the following potential issues / risks that may be encountered during all phases of work
execution include but not limited to:
Delays in contract award in 2025
Inaccurate or missing facility information
Total Project cost is over 2025/026 budget
New Station improvements require extensive
permitting and civil design timeframe
Extensive SCADA/ Control Improvements
Survey discovers additional features and
utilities
Construction contract award delays
Stakeholders delay approvals
Task 5. Engineering Support Services
During Construction
During this phase Alisto will provide RFI support,
drawing/ specification interpretation if needed.
Alisto will prepare the agenda for, attend, and
provide meeting minutes for the pre - bid meeting.
The construction costs and timelines/ sequencing
completed during design will be updated by Alisto as
needed during contractor selection. Alisto' s
experience as a provider of EPC delivery services will
guide our ability to support this phase of the project.
Below represent Alisto' scapabilities during
construction and bid phases of this project.
Construction Support Services
Alisto has the personnel and resources to provide
the following support services during construction
as needed by the City.
Constructability Reviews at each step
Construction Schedule Oversight
Field Inspection and Design Review
Budget and Schedule Monitoring
Start -Up Testing and Commissioning
Project and Construction Permitting
Safety and Environmental Compliance
RFI and Change Order Management
Value Engineering
Project Closeout and As -built Documentation
602
c4, i) ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
General Construction
As a licensed General Contractor " A" with a
Hazardous Substance Removal Remedial Action
Certification, Alisto has also performed complete
design, procurement, construction, permitting,
and commissioning services for projects including
but not limited to:
Environmental Remediation
Corrosion & Cathodic Protection Systems
Gas Transmission & Distribution Pipeline
Water & Wastewater Systems
Civil & Utility Infrastructure
Stormwater Management
Energy Conservation
LNG/ CNG Fueling and EV Charging Stations
Alternative Energy
Labor Category
Principal
Senior Project Manager
Supervising Engineer
Senior Project Engineer
Project Engineer II
Project Engineer I
Sr. CADD Operator/ GIS
Specialist
CADD Drafter/ GIS Specialist II
CADD Drafter/ GIS Specialist I
Administrative Clerk
TOTAL by Task
8 40
4 4
8 0
24 0
0 8
Proposed Project Schedule
Our proposed schedule of project implementation is
presented in the following chart based on the scope of
services and requirements of the City as stated in the
RFP. The schedule may be subject to change depending
on the final scope of services agreed to by the City and other unforeseen conditions during review of available
documents and records.
Estimated Level of Effort
Our estimated level of effort to perform the required
scope of services including engineering support
during construction is presented below.
Estimated Level of Effort
Project Team Estimated Hours
4 8
8 12
40 24
16 40
4 24
72 44
68 60
136
96 72
136
24 96 732
603
CITY OF LATHROP
MOSSDALE WASTEWATER PUMP STATION ACCESS MODIFICATIONS AND UPGRADES CIP WW 26- 09
PRELIMINARY DESIGN AND CRITICAL PATH MILESTONE SCHEDULE AUSTO
ID Task Name i
Duration I, Sian IFinish
SeQ_ L Oct 1_ Nov 1 Dec Jan Feb ± Mar Apr Mai Jun
2026
Jul _ Aug SAD
1 Contract Award/ Notice to Proceed 0 tlave Mon 925135 Ron 9/ 2 9112 2 TASK - 1 OVERALL PROJECT MANAGEMENT, GENERAL 241 days Tue 9/ 23/5 Tue 9/ 25126
ADMINISTRATION
3 1. Design Kickoff Meeting 0 days Tue 9/ 23,5 Tue 9/ 23/5 5923 4 1. 2 Project Management 8 Cost Control ( Document Control System, Monthly Invoices Reports, Design Kickoff Meeting, Progreu Meetings, PDR Meeting, Design Meetngs ( 30%,
50%, 100%), PowerPoint sides / or PDR Meeting and all Design 240 days Wed 9/ 24/5 Tue 8/ 25/6
5 1. 3 Quality Assurance & Quality Control ( QA_C) 240 days Wed 9/ 24/5 Tue 8/ 25/6
6.. . .TASK 2 - EXISTING CONDITIONS AND ASSESSMENT 47 days Thu 9/ 25/6 Fri 11/ 29/5 7 2. 1 Background Into. Review 8 Site Investigation. (Utility locations 2 days Thu 9/ 25/5 Fn 926/ 25 8 2. Topogrehic Mapping ( sae Survey 8 Potholing). 10 days Mon g/ 29/5 Fn 10/ 25 9 2. 3 Syrveying Results 10 days Mon 10/3/ 25 Fn 10/ 24/5 10 2.4 Hydraulic Assessment 10 days Mon 10/ 27/5 Fri 11/ 7/ 25 11 2. 5 coy Review 15 days Mon 11/0/ 25 Fn 11/ 2825
12 TASK 3- PREIJMNARY DESIGN 35 days Mon 12// 25 Fri 1/6/ 26 13 3. 1 Preliminary Design Report 10 days Mon 12// 25 Fn 12/ 25 11 3. 2 Preliminary ( 30%) Design 10 days Mon 12/5/ 25 Fri 12/ 2625 15 3. City Review 15 days Mon 12/ 29/5 Fn 1/6/ 213
16 TASK 4 - 50% DESIGN 21 days Mon 1/9/ 26 Mon 2/ 18/
17 4. 1 Submittal Review Meeting 1 day Mon 1/9' 26 Mon 1/9/ 26 18 4. 2 Prepare POSE Submittal package ( Tech., Spec, OPEC). 10 days Tue 1/ 20/6 Mon 2/6 19 43 City Review 10 days Tea 2/ 3/6 Mon 2/ 16/6
20 TASK 5 - 100% DESIGN 26 days Tue 2/ 17/6 Tue 3/ 24126 21 5. 1 Submittal Review Meeting 1 day Tue 2/ 17/6 Tue 2/ 17/6 22 5. 2 Prepare Final POSE Submittal package 10 days Wed 2/ 18/6 Tue 3/26 23 5. 3 City Review 15 days Wed 3/ 426 The 32426
24 TASK 6- BIDREAOY DESIGN DOCUMENTS 36 days Wed 3/ 26/6 Tue 5/ 12/ 24 15 6. 1 Bid -Reedy Design Drawings and Technical Specifications 10 days Wed 3/ 25/6 Tue 4726 26 6. 2 Assistance with Bid Evaluation and Contractor Selection 10 days Wed 4/ 8/ 26 Tue 4/ 2126 27 6. 3
City Review 15 days Wed 42226 Tue 5/ 12/ 26
28 TASK 7- ENGINEERING SERVICES DURING CONSTRUCTION 75 days Wed 6/ 13/ 26 Toe 82626 29 7. 1 RFI Reviews 20 days Wed 5/ 13/ 26 Toe6/ 9126
30 12 Construction Submittal Reviews 20 days Wed 6/ 1026 Tue )/ 128 31 73 CpnaauUbn Site Visits 20 days Wed 7/ 6/ 26 Toe 8/ 4/ 28 32 I 7. 4 City Review 15 days Wed 8/ 5, 26 Tue 82526
Task MMMone Summary I”•••• 1 Project Summary li.. ......... il• Manual Summary 11. 111
604
V^ ALISTO
5. Fee Schedule
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Based on our understanding of the scope of services
outlined in the RFP and our experience in similar
projects, presented in the following table is our
estimated fee schedule to perform the required
services and deliver the expected work products.
Also enclosed is Alisto' s standard Time and Material
Schedule for reference.
Estimated Not -to -Exceed Fee Schedule
Labor Categories
and Direct Costs
Hourly
Billing
Estimated Not -to -Exceed Fee
Task 1: Project
Management g
Task 2: Pump Station
Assessment &
Recommendations
Task 3: Plans,
5 & P ecs., Estimates
Task 4: Bidding
Assistance
Task 5: Engr.
Support during
Construction
TOTAL Cost
by Labor
Category
Rate
Hours
Task 1 -
Subtotal
Cost
Hours
Task 2 -
Subtotal
Cost
Hours
4 Task 3 -
Subtotal
Cost
Hours
4 Task 4 -
Subtotal
Cost
Hours
4 Task 5 -
Subtotal
Cost
Principal 250. 0 8 2, 000 4 1, 000 1, 000 1, 000 1, 000 6, 000.
Senior Project Manager 170. 00 40 6, 800 8 1, 360 8 1, 360 8 1, 360 8 1, 360 12, 240. 0 Supervising Engineer 160. 00 4 640 8 1, 280 8 1, 280 16 2, 560 8 1, 280 7, 040.
Senior Project Engineer 150. 00 4 600 24 3, 600 16 2, 400 16 2, 400 8 1, 200 10, 200. 0 Project Engineer II 140. 00 8 1,20 12 1, 680 16 2,40 16 2,40 8 1,20 8, 400. 0 Project Engineer I 120. 00 0 0 40 4, 800 40 4, 800 40 4, 800 16 1, 920 16, 320. 0 Sr. CADD Operator/ GIS
Specialist
115. 00 24 2, 760 24 2, 760 24 2, 760 16 1, 840 8 920 11, 040.
CADD Drafter/ GIS
Specialist II
100. 00 0 0 16 1, 600 24 2, 400 16 1, 600 16 1, 600 7, 200. 0 CADD Drafter/ GIS 12, 240. 0
Specialist I
90. 00 0 0 40 3, 600 40 3, 600 40 3, 600 16 1, 440
Adminstrative Clerk 75. 00 8 600 4 300 4 300 4 300 4 300 1, 800. 0 Direct Costs
TOTALS NOT - TO
Estimated
EXCEED 96
750
15, 270 180
250
22,30 184
250
22, 390 176
250
21, 950 96
500
12, 640
2, 000.
94, 480. 0
605
ALISTO ENGINEERING GROUP
STANDARD TIME & MATERIAL SCHEDULE
2024-025
Labor Billing Rates
Labor Category Hourly Billing
Rate
Labor Category Hourly Billing
Rate
Principal 250. 00 Cathodic Protection Technician ( CP2) 120. 00 Associate Principal 220. 00 Cathodic Protection Tester ( CP1) 95. 00 Chief Engineer 200. 00 Corrosion Field Technician 85. 00 Senior Managing Engineer 180. 00 Contract Administrator 105. 00 Managing Engineer/ Scientist 170. 00 Sr. Construction Manager 170. 00 Supervising Engineer/ Scientist 160. 00 Construction Manager 160. 00 Senior Project Engineer/ Scientist 150. 00 Construction Supervisor 130. 00 Project Engineer/ Scientist II 140. 00 Construction Superintendent 125. 00 Project Engineer/ Scientist I 130. 00 Field Services Coordinator 120. 00 Sr. Staff Engineer/ Scientist 115. 00 Sr. Field Supervisor 110. 00 Staff Engineer/ Scientist II 105. 00 Field Supervisor 105. 00 Staff Engineer/ Scientist I 95. 00 Senior Field Technician 95. 00 Associate Engineer/ Scientist 80. 00 Field Technician 80. 00 Senior Program Manager 180. 00 Helper/ Assistant Technician 65. 00 Senior Project Manager 170. 00 Sr. CADD Operator/ GISSpecialist 120. 00 Project Manager II 155. 00 CADD Drafter/ GIS Specialist II 105. 00 Project Manager I 140. 00 CADD Drafter/ GIS Specialist I 90. 00 Senior Project Analyst 110. 00 Accounting Supervisor 110. 00 Project Analyst 95. 00 Project Accountant 100. 00
Sr. Estimator/ Scheduler 110. 00 Senior Technical Editor 90. 00 Estimator/ Scheduler 90. 00 Technical Writer/ Editor 80. 00 Corrosion Specialist 190. 00 Graphic Illustrator 75. 00 Cathodic Protection Specialist ( CP4) 170. 00 Administrative Clerk II 75. 00 Cathodic Protection Technologist ( CP3) 150. 00 Administrative Clerk I 60. 00 Hourly labor rates for expert witness testimony are billed at 150% of the standard billing rates plus expenses.
Travel and Subsistence
Automobile: $ 0. 70 per mile portal to portal plus employee rate per hour or prevailing IRS rate, whichever is higher.
Truck: $ 0. 75 per mile plus $ 10. 00/ hour portal to portal with 4 -hour minimum.
Airline Fares: Actual cost based on economy class.
Vehicle rental: Actual cost plus fuel and insurance premium at time of rental based on compact size.
Per Diem: $ 150. 00 per day or meals at $ 50. 00 per day flat rate plus lodging at cost to a maximum of 100. 00 per day, OR, applicable GSA rate for the area, whichever is higher Field Equipment: Rental rates will be provided at time of request and depends whether company -owned or outside rental.
Subcontractors: Actual cost plus 10% markup.
Other Reimbursable or Direct Expenses: Actual cost plus 10% mark- up F:\ PROPOSALS\ T&M\IME & Material Schedule (2023). doc
606
C; e4P, ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
6. Excluded Scope of Services
Based on our review of the project background,
problems described by the City, and understanding
of the scope of services as outlined in the RFP, there
are no additional or excluded services that we can
identify at this time. Upon award of the contract
and after detailed review of available information
and documents provided by the City during Task 1,
additional services or design issues may be
identified, at which time, we will notify the City for
review and concurence.
607
V^ v
ALISTO
City of Lathrop
Mossdale Wastewater Pump Station Access Modifications and Upgrades CIP WW 26- 09
Attachment A - Resumes
608
AL SEVILLA, PE
PRINCIPAL/ CONTRACT MANAGER
CERTIFICATIONS
Registered Civil Engineer:
California
Colorado
Nevada
New York
New Mexico
Oregon
Texas
DE LA SALLE COLLEGE,
MANILA
B. S., Chemical Engineering
ASIAN INSTITUTE OF
TECHNOLOGY, BANGKOK
M. S., Environmental
Engineering
NAUSTO ENGINEERING GROUP
Mr. Sevilla has more than 45 years of professional experience in managing civil, environmental, and chemical engineering projects. He has managed various environmental programs and types of engineering projects for governmental and industrial clients throughout the United States. He has successfully directed hundreds of small to large scale gas utility, water, wastewater, solid waste, hazardous waste, air quality, occupational health and safety, and regulatory compliance projects.
Mr. Sevilla has a thorough knowledge of the technical, managerial, financial, and business aspects of the engineering and construction industry. He is well versed and stays up to date with Federal and State environmental regulations including CERCLA, RCRA, SARA, CWA, SDWA, CAA, NEPA, TSCA, OSHA, NEPA and CEQA. He has managed departments and regional offices for more than 30 years for various engineering and contracting firms and served as principal for numerous engineering and construction projects.
EXPERIENCE
Principal or Regional Office Manager
Responsible for overall management of more than 35 task order contracts and master service agreements and for technical quality review of projects for public and private sector clients related to gas and electric utility, water and wastewater management, solid waste, environmental investigation and restoration, compliance monitoring and regulatory compliance. Clients include: Pacific Gas & Electric Company, U. S. Army Corps of Engineers, United States Postal Service, Southern California Gas Company, ExxonMobil Oil Corporation, California Department of Transportation, East Bay Municipal Utility District, and various major corporations and federal, state and local agencies.
Program Manager or Director
Relevant experience serving as Program Manager or Director for large task order contracts involving multiple concurrent projects at multiple locations include the following:
Multi -year master service agreement for engineering, procurement, and construction services for a major electric and gas utility company, totaling more than $ 30 million in contract amount in 3 years.
Three 5 -year indefinite quantity/ indefinite delivery contract with the United States Postal Service to provide broad range of environmental services in 50 states, including preparation of environmental assessments, wetland delineation and cultural survey for more than 15 construction projects.
Program Manager for the asbestos management and abatement program of former Pacific Bell ( now SBC Communications) involving more than 300 buildings and facilities throughout California.
ALISTO ENGINEERING GROUP, INC.
609
AL SEVILLA, PE
PRINCIPAL/ CONTRACT MANAGER
AUSTO ENGINEERING GROUP
Three, 2 -year, master services contracts with California Department of Transportation for hazardous waste investigation and remediation services at various maintenance facilities throughout California.
Indefinite continuing services contract with BP Oil Company since 1992 for the investigation and remediation of petroleum releases at more than 140 UST sites in California, Washington and Oregon.
Task order ID/Q contract with Pacific Gas and Electric Company for investigation and remediation services at various natural gas facilities throughout California since 1994 to 2002.
Project Manager for the environmental assessment of a closed landfill in Phoenix, Arizona and relocation of WNET- Hub operation of United States Postal Service.
Project Manager/ Technical Advisor
Served as project manager or technical advisor for numerous environmental compliance programs and groundwater quality investigations at landfills and waste management units for public agencies and private companies which includes water supply master planning and treatment plant design, wastewater facilities planning, landfill monitoring, storm water pollution planning and CAA Title V permit preparation.
ALISTO ENGINEERING GROUP, INC.
610
ABHISHEK ADHIA, PE
MANAGER, ENGINEERING SERVICES
CERTIFICATIONS & TRAINING
Registered Mechanical
Engineer:
Arizona, 77594
California, M36387
Connecticut, PEN. 00036496
Massachusetts, 57992
Nevada, 030449
New York, 106847
North Carolina, 55319
Oregon, 95228PE
Rhode Island, 14658
Texas, 146782
COLUMBIA UNIVERSITY,
NEW YORK
B. S., Mechanical
Engineering
AUSTO ENGINEERING GROUP
Mr. Adhia has more than 15 years of experience as a Project Engineer and Senior Project Manager for major oil pipeline projects, various educational and research facility utility upgrade projects, gas transmission pipeline upgrades, and gas transmission corrosion prevention and monitoring installations. He is proficient in pipe stress analysis, equipment sizing and design of oil, gas, steam and utility piping systems.
Mr. Adhia has experience providing construction support services, submittal reviews, on -site coordination, cost estimating, preparation of design reports, construction plans, technical specifications, and has served as a Project Manager on complex projects from inception to completion with budgets in excess of $10 Millon.
EXPERIENCE
Senior Project Manager
Managed natural gas transmission line valve automation and valve replacement projects for Southern California Gas Company from project initiation to project closeout. Projects ranged from $ 2. 5M to $ 10M+ in total cost. Coordinated engineering, cost estimating, preparation of specifications and drawings for bids by construction contractors and permitting for environmental and state/ county/ cit requirements, gas line clearances/ outages document preparation, land/ easement acquisition, coordination with contractor through construction and commissioning of installations, and managed the projects through financial project close- out.
Project Manager
Served as Project Manager responsible for the day- to- day management of numerous Pacific Gas and Electric Company gas transmission pipelines. Tasks included coordinating with various PG& E personnel and departments such as land and environmental permitting, land acquisition, engineering, estimating, mapping, design drafting and construction. Projects varied in total cost from $ 50, 000 to $ 3 Million. Project tasks included the installation of test stations to monitor cathodic protection, deep well and shallow bed anode systems, and deep ground rod installations to protect pipeline from AC current induced by nearby electric transmission lines.
Project Mechanical Engineer
Member of the engineering design team for projects for Alyeska Pipeline Services Company, SLAC National Accelerator Laboratory, University of California - Davis, University of California - Merced, and SaskPower. Performed pipe stress analysis of steam, oil/ gas, water treatment and utility piping systems using Caesar II and CAEPIPE for support load design and code compliance ( ASME B31. 1, B31. 3).
Participated in equipment sizing ( pumps, cooling towers, and relief valves), pipe routing, equipment layout, and equipment selections. Coordinated the preparation of Issued -For -Construction project drawings and specifications ( plans, sections, isometrics, P&IDs).
ALISTO ENGINEERING GROUP, INC.
611
ABHISHEK ADHIA, PE
MANAGER, ENGINEERING SERVICES
AUSTO ENGINEERING GROUP
Consulting Mechanical Engineer
Participated in project design teams for the following:
A Plastic Recycling Pilot Plant Design/ Build Project for a Polymer Start -Up: Designed plans for a continuously operational plant with pilot ( batch) plant' s functionality, and boiler, vessel and conveyer layout, sizing and price specifications.
A Waste -to -Energy Conversion Plant Design/ Build Project in the Waste Management Industry: Participated in the re -design of agitators, conveyor systems, pressure vessels, as well as an emergency power generation system and cost estimating.
Coal Fired Power Plant for General Electric Energy: Performed as- built review of piping, piping supports, and structural steel and prepared modifications to construction drawings to create accurate and up to date as -built drawings.
ALISTO ENGINEERING GROUP, INC.
612
STEVEN ROY, PE
ELECTRICAL PROJECT ENGINEER
CERTIFICATIONS, TRAINING & SKILLS
Professional Electrical
Engineer, California E21253
Professional Electrical
Engineer, Oregon 94695PE
Professional Electrical
Engineer, Arizona 77469
Professional Electrical
Engineer, Texas 146784
Professional Electrical
Engineer, New York 106939
Proficient in AutoCAD Suite
and Microsoft Office Suite.
Knowledge of 2020 NEC,
2020 NFPA & Title 24 codes
EDUCATION
CAL POLY, SAN LUIS
OBISPO
B. S., Electrical Engineering
N,,, AUSTO ENGINEERING GROUP
Mr. Roy has over 11 years of electrical design engineering, equipment contract specification, and construction support. Project experience ranges from PG& E welding program to electrical design of building infrastructure and solar systems.
EXPERIENCE
Project Engineer
for as -built and project close- out document review and support services for S- 175 Turner Cut Station MCC replacement project at McDonald Island Gas Storage Facility. Tasks include but not limited to: review and incorporate redlines and FP references into as built drawings; update operation and maintenance procedures, as needed; incorporate final revisions and sketches into drawings and coordinate information with other relevant projects; address and incorporate comments into existing Easypower analysis and report and finalize document.
Field Engineer
for PG& E gas transmission pipeline projects, including plan review and quality control for new transmission pipe construction and review and updating of as- builts. Provided plan review to ensure proper procedures and welder certifications, rated pressure, and current hydrotests procedures were followed. Reviewed field installations and verified construction red -lines to produce final as -built documents.
Project/ Fild Engineer
Design - build of HVAC upgrade and replacement at two schools at Lake Elsinore Unified School District. Served as Project Design Engineer responsible for the preparation of construction drawings and specifications for the upgrade/ expansion of the school bus CNG fueling facility including coordination with electric utility provider, construction oversight and field engineering support.
Project Electrical Design Engineer
Upgrade/ relocation of a 2 -mile gas supply system for a specialty metal processing facility in Albany, Oregon involving power supply and instrumentation and control design.
Electrical Design Engineer
For $ lmillion Cal Trans Compressed Natural Gas Dispenser project.
Provided electrical design for power, instrumentation controls and communication of a new CNG dispensing station in Monrovia CA.
Provided contract and equipment specification for a complete bid package.
Provided construction support and inspection of the facility.
ALISTO ENGINEERING GROUP, INC.
613
STEVEN ROY, PE
ELECTRICAL PROJECT ENGINEER
Electrical Design Engineer
or Liberty Utilities Tahoe Maintenance Stations Compressed Natural Gas Compressor projects. Provided electrical power and controls design for a new CNG system to provide fuel for one car at each of the two North and South Lake Tahoe locations. Provided construction support for the installation of the two systems. Provided contract and equipment specification in addition to construction support.
Solar System Design Engineer
for SolarCity residential solar design team. Provided solar system design for the most efficient panel layout and cheapest, easiest possible tie- in.
Provided design that meets the NEC, NFPA, and local jurisdiction building codes. Solar system complied with hundreds of different local jurisdictions across the country.
Electrical Design Engineer
for a $ 1 million vehicle rinse facility in Petaluma, CA. The vehicle rinse system included a wash pad, automated high pressure vehicle rinse system, control lights, and area LED area lights. Provided electrical power and control design, equipment and contract specification for a complete bid package, and construction support.
Electrical Design Engineer
for Carquinez Bridge Dehumidification Upgrade Project. Provided surveying of existing electrical infrastructure, design of new power and controls for humidifier upgrade. Provided contract and equipment specifications for the bid package.
ALISTO ENGINEERING GROUP, INC.
614
MARK YOUNG
PRINCIPAL CIVIL/ STRUCTURAL
ENGINEER
CERTIFICATIONS & T LINING
California Registered
Professional Engineer,
C56304, Nevada RPE 24057
Member ASCE, PMI
6 Year US Navy Veteran
Electronic Technician
Cadence Corporation
Project Management
Certificate
PMP Certification in Process
UNIVERSITY OF
CALIFORNIA,
BERKELEY
B. S., Civil Engineering
ALISTO ENGINEERING GROUP
Mr. Young has over 20 years of professional engineering, surveying, design, project
engineering and project management experience including gas pipeline and station engineering and construction at Pacific Gas and Electric Company. With considerable familiarity with underground electric and gas utility construction as well as land development experience, he has performed as lead design engineer for the U. S. Department of Defense and Department of Veterans Affairs facility siting and utility infrastructure plans, specifications and estimates. Mr. Young has also worked with cities and municipalities facilitating capital improvement of municipal infrastructure, permitting and variance negotiation for federal monies spent on local infrastructure improvements.
He has served as a business planner for the operations, maintenance and construction department of a major publicly -owned utility company, managing 130M in annual budget and gaining extensive exposure to cost reporting and resource management databases, including SAP.
EXPERIENCE
Project Management
Serves as Project Manager/ Supervising Civil Engineer, providing project management, engineering analysis and design, and construction management services for various public and private sector clients, including PG& E, SoCalGas Company, and SMUD on various utility projects such as CNG Station Projects throughout California, valve automation, biomethane gas management, gas distribution system design, casing replacement, geotechnical and erosion control analysis.
Project and Construction Management
Provided Project Management and Construction Management services for replacement, modification, and new installation of automated mainline gas valves.
Tasks included engineering review and design, procurement, construction planning, specification and contract management, clearance development, factory acceptance inspection and chain of custody, site selection, erosion control, geotechnical studies, site preparation and restoration, and general civil works.
Civil/ Geotechnical Field Engineer
As a Civil/ Geotechnical field engineer, conducted initial feasibility study of several proposed sites and performed geotechnical investigation and analysis of the candidate sites for the Dry Creek Rancheria Photovoltaic Farm located in Central Valley, California. Interpreted test data to develop design data and prepared a final report of recommendations. Estimated project cost totaled to $ 275, 000.
ALISTO ENGINEERING GROUP, INC.
615
MARK YOUNG
PRINCIPAL CIVIL/ STRUCTURAL
ENGINEER
AUSTO ENGINEERING GROUP
Project Engineer/ Manager
Serving as a Project Engineer/ Manager, designed site development drawings for facilityconstruction and developed plan sets to include rough and final grading, site pads, surface and subsurface drainage for utility companies, schools, government organizations, and private development projects. Tasks included but not limited to performing cut/ fill and surface improvement calculations, designing and communicating surface hydrology and run- off management, SWPPP preparations, and traffic control development.
Project Engineer
Project Engineer providing engineering design for site restoration projects of former gas metering stations for PG& E. Tasks involved design of site grading plans to restore the sites to the original conditions as required by the California Department of Parks and Recreation and coordination with PG& E Land Department for permitting and approval.
ALISTO ENGINEERING GROUP, INC.
616
JAMES RAMOS, CESSWI,
EIT
PROJECT MANAGER
ENVIRONMENTAL ENGINEER
CERTIFICATIONS & TRAINING
Licensed EIT, January 2008 OSHA
40 -HR HAZWOPER Training OSHA
8 -HR HAZWOPER Refresher
Certificate of Proficiency - Green
Buildings
Certificate of Completion of
Operation of Wastewater
Treatment Plants Volume I issued
by Office of Water Programs
Licensced Certified Erosion,
Sediment & Storm Water
Inspector # 4876, exp 2/8/4
Licensed Qualified SWPP
Practitioner, # 2611, Exp 1/ 2024
D1 Distribution Operator, #51436
exp 5/ 1/ 2025
API Worksafe
EDUCATION
t„-_-; CALIFORNIA STATE
UNIVERSITY, SACRAMENTO
B. S., Civil Engineering
ALISTO ENGINEERING GROUP
Mr. Ramos has over eight years of environmental investigation and remediation engineering experience. He has conducted Phase I and Phase II ESAs, routine groundwater sampling and evaluations, soil vapor sampling, waste water facility site inspections and compliance sampling, and storm water inspections and compliance sampling.
He has provided engineering support for O&M of remediation systems and wastewater facilities and conducted pilot studies of remediation systems as well as assisted in the design of the systems. He has also provided subcontractor oversight for environmental investigation projects that include environmental drilling, remedial excavations, and remediation system commissioning and decommissioning.
EXPERIENCE
Project Engineer/ Project Manager
Served as Project Manager in the preparation of Risk and Resilience Assessment of the drinking water supply system of the City of Vernon under AWIA of 2018, including review and update of the Emergency Response Plan. Also served as the Lead Project Engineer in updating the Spill Prevention Control and Countermeasure Plan for Vallejo Flood Control and Sanitation District wastewater treatment facility.
Project Engineer
Assisting Project Managers with project management with environmental projects for Los Angeles Unified School District. Tasks included :
Assisting with Phase I and Phase II environmental site assessments Assisting with the preparation of work plans and health and safety plans for phase II environmental site assessments
Corresponding, scheduling and organizing environmental work with subcontractors and technical staff.
Assisting with subcontractor oversight and conducting soil and groundwater sampling
Assisting with the evaluation of the laboratory data and preparation of technical reports of the completed environmental investigations Project Engineer/ Project Manager
Serving as a Project Managers with the management and oversight of a transient, non -community water system. Tasks included:
Preparing monthly water quality reports for submittal to the Sacramento County Management Department, Environmental Compliance Division Preparing and submitting annual consumer confidence report to the State Water Board via
Scheduling and organizing operations and maintenance visits with technical staff.
Reviewing work budgets and approving time and materials for emergencies.
ALISTO ENGINEERING GROUP, INC.
617
NAUSTO ENGINEERING GROUP
Project Engineer
Assisted Project Managers with project management on multiple environmental investigation and remediation projects that include Leaking Underground Storage Tanks ( LUSTs) and emergency responses. Tasks included :
Preparing quarterly monitoring reports, closure reports, conceptual site model reports, and work plans for environmental investigation or drilling Analyzing hydrogeological data and soil lithology in support of fate/ transport and engineering feasibility studies
Scheduling and organizing environmental work with subcontractors and technical staff.
Developing RFPs and work budgets for environmental and water resource projects.
Assisting in the design and development of a piping and instrumentation diagram ( P&ID) and hazard identification for remediation systems Senior Staff Engineer / Project Engineer
In -field engineer responsible for scheduling, directing and organizing flow of work, conducting environmental investigation activities, and supervising numerous subcontractors to ensure adherence to client Safety Standards. Responsibilities included:
In -field classification of soil using Unified Soil Classification System Soil and water sampling of contaminated soil during environmental investigations
Providing oversight for well installation and well destruction which includes over -drilling, pressure grouting, and surface restoration and completion
Responsible for overseeing environmental best management practices were being followed during environmental investigation projects Senior Staff Engineer
Senior Staff Engineer responsible for assisting Project Managers with environmental investigation and remediation projects. Tasks included:
Conducting PHASe I and PHASE II ESAs
Developing geological cross sections and groundwater maps through the use of CAD and Surfer
Conducting routine groundwater sampling and soil vapor sampling at various LUST and contaminated sites
Conducting weekly operations and maintenance of a
wastewater treatment pond system and monthly/ quarterly sampling of the wastewater system per agency permit requirements
Conducting stormwater inspections during qualifying and non -qualifying storm events
Conducting and overseeing pilot testing of remediation systems that included determination of radius of influence and hydraulic conductivity of the soil
ALISTO ENGINEERING GROUP, INC.
618
WAYMAN PON
PRINCIPAL ENGINEER PE
CERTIFICATIONS & TRAINING
Professional Engineer ( PE)
Mechanical Engineering
UNIVERSITY OF
CALIFORNIA, BERKELEY
B. S., Mechanical
Engineering
AUSTO ENGINEERING GROUP
Mr. Pon has over 40 years of engineering project engineering, and project management experience in gas transmission station engineering, gas operations and facility operation (including compressor underground storage, valve automation, and meter & regulator stations. He has significant experience leading teams on project engineers, and gas transmission facility operations. in project engineering and management, permitting, engineering design, material procurement, and construction management.
EXPERIENCE
Facility Operations/ Compliance Manager
Managed 24X7 operations team at manned stations on Gas Transmission pipeline system ( compressor station and underground gas storage facility assets).
Managed Operation Specialist team in performance of extensive audits and records review to ensure Operations & Maintenance activities and records/ documetns are in compliance with Federal and CPUC regulations.
Engineering/ Design Drafting Manager
Managed 50 member engineering and design drafting team to support gas transmission Station projects in excess of 60 projects annually, including:
Gas turbine compressor station rebuild
Underground storage facility upgrades
Valve Automation and Meter/ Regulator stations
Project Management Manager
Managed team of Project Managers to execute over $ 180M annual station and valve automation portfolio. Many with critical schedules to meet compliance drivers.
Gas Engineering Supervisor
Supervised , developed and coached engineering team as head of Gas Transmission Station Maintenance Engineering group.
Managed, prioritized and maintained budget incorporating long range strategic planning for all gas transmission station projects.
Initiated, developed and implemented Gas Supply' s new engine compressor Conditioned Based Maintenance program.
Program Manager
for the Underground Storage Tank removal program at multiple California facilities. Work included scope development, permit compliance, option selection, resource, schedule, and cost management. Conducted engineering due diligence and maintenance review for a major gas pipeline in Bolivia, including review of engineering design, maintenance practices, and budget estimates.
ALISTO ENGINEERING GROUP, INC.
619
GEORGE GAEBLER, PE
SENIOR PROJECT MECHANCIAL
ENGINEERING CONSULTANT
CERTIFICATIONS, TRAINING & SKILLS
Professional Mechanical
c. ./
Engineer, California,
License # M24929
UCATION
UNIVERSITY OF
CALIFORNIA, BERKELEY
B. S., Mechanical
Engineering
Iv —`v
AUSTo ENGINEERING GROUP
Mr. Gaebler has more than 40 years of experience in industrial controls and data systems engineering design for gas transmission and distribution systems, water treatment facilities, and other utility infrastructures. He has supervised teams in the design and operations of gas systems instrumentation and control systems. He is an experienced engineering manager and strategic technology leader in design of instrumentation and control and SCADA systems.
EXPERIENCE
Principal Engineer- Independent Consultant
Managed Lockheed campus water distribution control system upgrade project.
Developed design for SoCal Gas Aliso Canyon SCADA Upgrade project.
Manager, Technology Integration & SCADA Operations, PG& E Developed and managed technology roadmap for the new Gas Operations Center. Led development of software tools to create situational awareness, and predictive and proactive operations.
Managed the operational integrity and cyber security of the AVEVA Gas SCADA system. Lead team of engineers to manage the operational integrity and cyber security of the PG& E Gas SCADA System. Example Gas Operations Center Projects include but not limited to:
Tactical Analysis Mapping Integration platform ( ESRI Special Achievement award)
Situational Awareness content for 1350 sq. ft. control room video wall
Predictive risk analytic applications using OSlsoft PI
Event Management using Microsoft Dynamics Gas Load
Forecasting leveraging OSlsoft historian and MS SharePoint Gas Distribution SCADA monitoring
Control and Instrumentation Engineer, PG& E Gas Transmission Designed, supervised construction, and commissioned distributed control systems and data historians for gas transmission compressor stations and underground storage facilities. Designed SCADA networks with TCPIP, cell phone, radio, satellite, and other wireless networks.
Directed projects to meet regulatory requirements for Alarm Management, Control Room Management, Greenhouse. Gas Reporting.
Sr. Control System Engineer — Gas Transmission System
Responsible for design, construction, and commission of industrial control systems for PG& E gas transmission facilities. Designed, specified, installed and commissioned distributed control and HMI systems for one of the nation' s largest Underground Gas Storage fields using GE Proficy PLCs, Emerson Delta V, ALISTO ENGINEERING GROUP, INC.
620
GEORGE GAEBLER, PE
PROJECT MECHNANCIAL ENGINEERING
CONSULTANT
Foundation Fieldbus instrumentation network. Automated various compressor controls, storage well controls, standby power, condensate management, glycol circulation and regeneration system. Designed condition - based maintenance systems for PG& Ecompressor station and storage facilities using Palm OS hand-eld computers with integrated bar code reader.
ALISTO ENGINEERING GROUP, INC.
621
Larry Buenvenida
FIELD SERVICES
CERTIFICATIQNS & TRAINING
Operations and Emergency
Response ( HAZWOPER)
Training
OSHA Annual HAZWOPER 8 -
Hour Refresher Course
Confined Space Awareness
with Special Emphasis on
Excavation Safety
AHERA Accredited Building
Inspection for Asbestos
DPH Lead -Related
Construction
Sampling Technician, State
of California
Caltrans Certified SWPPP
Preparer
Class C Driver' sLicense with
Hazardous Endorsement
Veraforce Evaluator for
Atmosphweric Corrosion
Inspection
Compotent Person for
excavation Safety
4RAUSTO ENGINEERING GROUP
Mr. Buenvenida has more than 30 years of experience as a field technician, construction supervisor, and O&M technician performing various field activities related to environmental engineering and cathodic protection systems. He has supervised the construction and installation of more than 50 public works projects related to cathodic protection for clients such as EBMUD, City of Redwood, SCVWD, and Contract Costa County.
EXPERIENCE
Senior Field Supervisor / Construction Supervisor
Assisted with the implementation of cathodic protection on the Santa Clara Conduit section of the San Felipe pipeline for the Santa Clara Water District. Scope of work included:
The installation of three ( 3) cathodic protection impressed current facilities at three separate sites
The installation of cathodic protection rectifiers and deep well anodes with associated connections to power and pipeline.
Senior Field Supervisor / Construction Supervisor
Assisted with the installation of the cathodic protection system of the 36 -inch cement mortar lined and coated steel pipeline for the West county Wastewater District in Richmond, California. Scope of work included the drilling and installation of the anode ground well, the trenching for the anode cables from the ground bed to the existing anode junction box, conducting tests during and after installation, and the cleanup and restoration of existing infrastructure.
Senior Field Supervisor / Construction Supervisor
Assisted with the supervision and performance of the cathodic protection system upgrades for the Fairfield Suisun Sewer District. Scope of work included:
Installing a new oil cooled rectifier and junction box to a depth of 195 feet below grade. Excavated to 10 feet deep before utilizing a mud rotary drill.
Replaced/ repaired in -ground junction boxes with new above ground junction boxes with cattle guards.
Installed test stations along 18" force main and 36" force main. Test station for the 18" force main was underground and wires were attached using the pin brazing method and the pipes were recoated using propoxy and mortar.
ALISTO ENGINEERING GROUP, INC.
622
Larry Buenvenida
FIELD SERVICES
AUSTO ENGINEERING GROUP
Senior Field Supervisor / Senior Field Technician
Served as a senior field supervisor/ senior field technician for PG& Efor their Corrosion Control Program on an as -needed basis between 2010 and 2015. Scope of Work included:
Cathodic Protection evaluation and design of facilities and pipelines Rectifier anode installation and decommissioning
Deep well node installation and design
Anode bed installation and pipe coating performance
Installation of Omni test stations and Coupon test stations on PG& Enatural gas facilities and pipelines
ALISTO ENGINEERING GROUP, INC.
623
PETER BEAVER
SENIOR PROJECT ENGINEER/
CONSTRUCTION MANAGER
CERTIFICATIONS & TRAINING
California General
Engineering Contractor,
License No. 652544
OSHA 40 HR
Hazardous Waste
Operations & Emergency
Response Training
OSHA 8 HR
Refresher Course
EDUCATION
PENN STATE,
B. S., Geophysics, 1969
AUSTO ENGINEERING GROUP
Mr. Beaver has more than 40 years of experience in consulting, project management, and supervisory positions in the fields of hazardous waste management and industrial waste treatment. His areas of specialization include soil and groundwater remediation; waste treatment and disposal; hazardous waste management, regulatory and operational compliance. As Engineering Manager at Alisto, he has been responsible for engineering design, installation, and operation of more than 150 soil and groundwater remediation systems for hydrocarbon and hazardous waste contaminated sites. He oversees the remedial investigation, feasibility study, pilot testing, engineering design; preparation of plans and specifications, permitting, and operation and maintenance of remediation systems. He has extensive experience in various physical, chemical, biological and thermal oxidation processes, as well as innovative technologies for use in soil and groundwater remediation.
EXPERIENCE
Hydrotest Water Treatment System Design and Management
Responsible for design of hydrotest water treatment system and monitoring/ sampling of discharge water for Phases 1 & 2 of North -South Interconnect project for Southern California Gas Company.
Dewatering and Hydrotest Water Management and Monitoring Responsible for the treatment system performance evaluation and discharge monitoring during construction of a 13. 5 mile gas transmission line of PG& E, including recommending design changes to the treatment system of the contractors and discharge reporting.
Quality Control Inspection of Atmospheric Corrosion Monitoring of Gas Service Meters
Participated in quality control inspection of gas service meters for atmospheric corrosion throughout PG& E service territory since 2010 to present. Program involves between 1. 5 million to 2. 5 million gas meters per year for AC inspection to comply with CPUC requirements.
Remedial Engineering Design and Environmental Restoration of Contaminated Sites
Group leader for remediation and cleanup of contaminated sites from a wide variety of hazardous substances. Managed the design, installation and operation of more than 30 remediation systems in 19 states for a Fortune 500 company, including air stripping, vapor extraction, thermal oxidation, and biological and ALISTO ENGINEERING GROUP, INC.
624
chemical degradation of petroleum hydrocarbons, metals, and polynuclear aromatic hydrocarbons. Supervised cleanup of various hazardous waste sites, including, but not limited to abandoned mine sites, waste storage/ disposal facilities, chemical storage/ manufacturing facilities.
Decommissioning/ Demolition of Former Gas Compressor Station Construction supervision of decommissioning of former natural gas compressor station including pre -demolition asbestos and lead -based paint survey and abatement, demolition of compressor building, equipment and gas pipelines. Also performed supervision of design and installation of erosion control measures, site grading and improvements, as well as, construction of access roads.
Feasibility Study and Remedial Action Implementation at Petroleum Fuel Release Sites
Managed/ supervised projects for remedial investigation and feasibility study, and design and construction of soil and groundwater remediation systems for petroleum and non - petroleum releases at more than 100 sites in California, Washington and Oregon for major oil companies such as BP Oil Company, ExxonMobil Oil Corporation, Time Oil Company, Ultramar, Inc., and Tesoro Petroleum Company. Work included hydrogeological modeling and pilot testing of emerging and innovative remedial technologies.
Remedial Feasibility Studies, Remediation System Design and Implementation at Vehicle Maintenance Facilities
Conducted remedial feasibility studies, and supervised the design, construction and operation and maintenance of soil and groundwater remediation systems for four vehicles maintenance stations of the California Department of Transportation, involving physical, chemical, thermal oxidation, and proprietary biological oxidation process.
Management and Operation of Hazardous Waste TSDF
Managed hazardous waste site remediation, regulatory compliance, and permit acquisition for a RCRA hazardous waste treatment, storage and disposal facility, which included surface impoundments and an incinerator.
Pilot and Treatability Study of MTBE Remediation in Soil and Groundwater
Coordinated and directed the bench and pilot scale studies of treatment of MTBE in soil and groundwater involving both chemical and biological technologies.
Remediation Engineering
Responsible for remedial engineering services for petroleum release sites from leaking USTs and design of various technologies such as pump and treat systems, air
stripping, vapor extraction, ozone sparging and thermal oxidation systems for remediation of petroleum hydrocarbons, heavy metals and polynuclear aromatic hydrocarbons in soil and groundwater.
ALISTO ENGINEERING GROUP, INC.
625
JAIME J. TRONCOSO
SR. PROJECT ENGINEER/ MANAGER
CERTIFICATIONS, TRAINING &
SKILLS
Certified Hazardous Material
Manager, University of
California, Berkeley ( 2000)
Project Management
Professional ( PMP) Certified
exp. 2027
Write, read & speak Spanish
fluently
EDUCATION
M. S. Environmental
Management, University of San
Francisco, San Francisco ( 1999)
B. S. Chemical Engineering,
Syracuse University, New York
1980)
NAUSTO ENGINEERING GROUP
Mr. Troncoso has over 40 years of experience in all aspects of natural gas transmission engineering, environmental, mechanical systems, project engineering, EPC and project management with emphasis on design of gas transmission station facilities, such as natural gas compression, underground storage facilities, measurement & regulation stations, and gas processing facilities.
In the last 15 years, he served as Alisto' s Engineer Manager with 10 engineers, AutoCAD operators, and subcontractors responsible for engineering design with an emphasis on gas utilities like SoCalGas, SMUD, and PG& E. His most recent project includes overseeing the engineering and design of five Gas Transmission Vale Automation sites for SoCalGas. The total installed cost for the five projects was estimated at $ 20M. Mr. Troncoso provided oversight and Quality Control for more than 300 construction drawings for station, pipeline, SCADA, instrumentation, controls, and mechanical/ civil/ structural. He also has extensive experience in technical management of contractors for gas transmission projects as well as preparing bid documents and project contract documents, including environmental permitting, engineering design, material procurement.
AREAS OF EXPERTISE ( Engineering & Design)
Natural Gas Transmission
Underground Natural Gas Storage
Gas Compression Stations
Complex Industrial facilities
Ground Water Remediation Evaporation Ponds and Cooling Towers Water Treatment facility Assessment and Design
Environmental Regulatory Analysis
Project Control Analysis
Contract Management — RFI Oversight
Engineering Supervision
EXPERIENCE
2009 -Present, Alisto Engineering Group: Engineering Manager, Sr. Project Engineer and Sr. Project Manager:
Responsible for day- to- day supervision of a 10 -staff engineering department and project engineers for various gas engineering, environmental and corrosion engineering projects, including design drafting and construction management for clients such as SoCal Gas Company, PG& E, SMUD, and ATI Technologies. Example projects include:
2022 —Present: Principal Project Engineer for various infrastructure upgrade projects
2019 — Present: Design and estimating services for high pressure regulator replacement program at over 150 stations throughout PG& E service territory.
2013 — 2015: Design and field engineering services for valve automation projects under PSEP for SoCal Gas Company
2019 — 2022: Design of gas pipeline and station facility to supply ATI metal processing plant
2017 — Present: Gas engineering support services and preparation of traffic control plans for Sacramento Municipal Utility District 2008 — 2021: Project engineering and management support services for various gas compressor station modification and upgrade projects for PG& E.
ALISTO ENGINEERING GROUP, INC.
626
JAIME J. TRONCOSO
SR. PROJECT ENGINEER/ MANAGER
1984 - 2008, Pacific Gas & Electric Company ( PG& E): Project Engineer, Project Manager and Supervisor:
2002-06, PG& EProject Engineer: $ 37 -million gas compressor station rebuild near Avenal, California including mechanical, electrical, civil, instrumentation and SCADA designs. Project completed on budget, schedule, and with 100, 00 labor hours of zero incidents on safety.
2001— 2005, PG& EProject Engineer: Overhauling of gas compressor stations and electrical power engines along L300 transmission pipeline line. Work included cost estimating, crew assembly, and schedule and cost management. 2000 - 2005, PG& EProject Engineer: Replacement of 7, 000 feet of wastewater pipe at a compressor station in the Mojave Desert. Directed engineering resources in consultation with Fort Mojave Indian Tribe, Army Corps of Engineers, California Department of Toxic Substance Control, and Colorado River Basin Regional Water Quality Control Board. Prepared investment and feasibility analysis to replace obsolete cooling towers at two compressor stations in the Mojave Desert. Work included environmental & site assessment, cost drivers, permits, Native American sensitivity review, and technology comparison.
2000 - 2002, PG& EProject Engineer: Hinkley Compressor Station K1 & K4 Emission Reduction Program for a $ 10 million Natural gas fired power plant in the Mojave Desert. Directed stakeholders, engineering team, and consultants in permitting, feasibility study, and construction at 5% below budget, two weeks ahead of schedule, and with 75, 000 labor hours with zero incident on safety. 1995 — 2000, PG& E Project Engineer: Hinkley Compressor Station natural gas compressor engine retrofits/ upgrades to meet emission standards in the Mojave Desert, including technology review, permits, specifications, engineering, material procurement, construction, and system testing/ commissioning. 1990 - 1995, PG& EProject Engineer: Lightning protection project at two gas compressor stations in the Mojave Desert. Reviewed lightning incident, prepared scope of work, selected contractor to provide surge suppression and lightning protection. Prepared piping vibration analysis with recommendations for a gas compressor station in Mojave Desert. Worked with consultant and Southwest Research Institute.
1990 - 1992, PG& EProgram Engineer: $ 30 -million replacement of several Class II surface impoundments for cooling tower wastewater at three compressor stations. The cooling water at these towers has previously been treated with Chromium for chemical treatment. Work included budget planning, Native American sensitivity review, environmental permits, scope, schedule, resource, and cost management.
1988 - 1990, PG& E Program Engineer: $30 -million replacement of four cooling towers at Topock and Hinkley Gas Compressor facilities in the Mojave Desert.
Topock facility was designated RCRA site by DTSC due to Chromium 6 groundwater contamination. Work included representing PG& Efor environmental compliance with many federal, state, local, and tribal agencies. Provided design engineering, permitting, & construction on time and budget, with fast- track permit approval from the environmental agencies & Fort Mojave Indian Tribe. 1988 — 1990, PG& EProject Engineer: Underground Storage Tank removal program at various gas compressor and storage facilities. Work included scope development, permit compliance, option evaluation/ selection, resource, schedule, and cost management. Conducted engineering due diligence and maintenance review of a potential major gas pipeline purchase in Bolivia, including review of design and budget estimate.
1984-988, PG& E Sr. Gas Engineer: Maintenance Engineer for Underground Storage Facilities at McDonald Island and Los Medanos. Performed detail engineering and drawings support for various upgrade and replacement systems, including tube oil, heat trace, methanol injection, dehydration towers, metering and control systems.
ALISTO ENGINEERING GROUP, INC.
627
LASZLO FORGO, CP4
SENIOR TECHNICAL CONSULTANT
Proven experience in project
management from small to large,
complex projects
Experience in designs, design
specifications that suitable for
bid, project scheduling and cost
estimating for cathodic
protection projects
Developed & promote strong
client relationships
Immaculate safety record
Proficient in software apps
EDUCATION
DONAT BANKI COLLEGE,
BUDAPEST, HUNGARY
B. S., Corrosion Engineering
KALMAN KANDO
ELECTRICAL COLLEGE ,
BUDAPEST, HUNGARY
B. S., Electrical Engineering
N. 4, ENGINEERING GROUP
Extensive experience in the design, installation, energization, and testing of all types of cathodic protection systems. Worked on hundreds of cathodic protection projects, internationally since 1983.
Facilities experience includes petrochemical and refinery complexes, municipal water works, pipelines and facilities, power plants, underground structures, above grade and underground storage tanks, seawalls and offshore structures. Extensive design experience in design of cathodic protection and induced AC voltage mitigation systems for natural gas transportation facilities such as high- pressure gas lines, and compressor stations.
Outstanding background in transit system stray current corrosion control. Expert for mitigation system design and testing of stray current interference initiated by DC transit systems. Extensive experience in stray current computer modeling for stray current effects on utilities due to operation of DC transit systems.
EXPERIENCE
Senior Advising Corrosion Engineer, PG& E, ATS
2005 -Present)
Supporting the Company on corrosion related issues as required:
Diablo Canyon Nuclear Power Plant ( DCPP). Supporting the System Engineer and the Maintenance team on testing troubleshooting and repair existing cathodic protection ( CP) systems. Design new CP systems. Perform corrosion testing. Perform detailed, annual surveys, prepare test report and advise for repair and upgrade. Provide training to electricians on CP.
Electric Operations: Perform root cause analysis for failed electric components. Perform corrosion loss testing using cutting edge laser technology. Perform CP surveys, design for pipe type, high voltage underground transmission cables. Provide training to electricians on CP.
Perform induced AC mitigation design, substation safety grounding design.
Gas Operations: Perform underground arcing risk assessments, and mitigation design. Perform induced AC mitigation design. Perform gas facility safety grounding design.
Hydro Generation: Design and commission CP systems for penstocks, and fish ladder.
Senior Corrosion Engineer, Corrpro Companies
1999- 2005)
Expertise encompasses all areas of corrosion engineering field testing, data acquisition and facilities. This includes cathodic protection engineering design, review and specification preparation, field- testing, and technical consultation services.
ALISTO ENGINEERING GROUP, INC.
628
LASZLO FORGO
SENIOR TECHNICAL CONSULTANT
Regional Corrosion Engineer, Trans Canada Pipelines
1997-98)
Responsible for specialized cathodic protection services for Canada' s largest gas transmission company, North Bay District. Services included implementation of the new pipeline survey program and cathodic protection system upgrades ( CIS surveys, remote monitoring units ( RMU) intelligent pigging and installation of coating systems.
Corrosion Engineer, Corrosion and Technical Services
1992- 1997)
Responsible for the day- to- day operation of the Cathodic Protection Division, which consisted of the management of contracts from the design stages, through procurement, installation, and commissioning, to client acceptance and technical consultation. Project coordination for a broad range of activities in the cathodic protection and corrosion engineering field.
Field Engineer, Arabian Gulf Oil Company ( AGOCO)
1988- 1991)
Responsible for the day- to- day operation the cathodic protection systems of the oilfield, including oil production and water injection wells, underground pipelines, and storage tanks.
Area Manager, Crude Oil Pipeline Construction Company, Pipeline Corrosion Protection Division
1985- 1988)
Responsible for the day- to- day operation of two area offices of the Pipeline Corrosion Protection Division. Prepare, organize, and supervise the annual cathodic protection survey programs for various clients. Design, installation, and testing of DC light rail - initiated stray current, monitoring and mitigation systems on high pressure gas lines.
Major Pipeline Projects ( 2000- 2005)
PGT PGT Loop C, 42 -Inch High Pressure Gas Line - Cathodic Protection and Induced AC Mitigation System Design, Idaho ( project manager and senior engineer).
Tuscarora 2002 Expansion Project, Wadsworth Lateral, 20 -Inch High Pressure Gas Line - Cathodic Protection and Induced AC Mitigation System Design, Nevada. (project manager and senior engineer).
City of North Las Vegas, 2430 Zone Inlet/ Outlet Pipeline - Cathodic Protection and Induced AC Mitigation System Design ( project manager and senior engineer).
ALISTO ENGINEERING GROUP, INC.
629
SFPUC, Crystal Springs Pipeline # 2 Replacement — External Corrosion Direct Assessment study including Close interval potential survey ( CIS), soil corrosivity investigation, Direct Current Voltage Gradient Survey ( DCVG), B Scan ( ultrasonic pipeline Page 3 of 5 wall thickness survey) Bell -hole investigation, pipeline remaining life calculation ( project manager and senior engineer).
South Mountain Water Transmission Main - Reach 6 - AC Coupling, Induced Voltage, Touch and Step Potential Prediction and Analysis, City of Phoenix, Arizona ( project manager and senior engineer).
Geysers Recharge Pipeline Project, City of Santa Rosa - Impressed Current Cathodic Protection ( ICCP) and Remote Monitoring ( RM) Systems commissioning and testing for a 40 -miles Tong reclaimed water pipeline ( project manager and senior engineer).
SFPUC, Seismic Upgrade for Bay Division Pipelines 1 & 2 at Hayward Fault Crossing Phase A & B - ICCP and RM system commissioning and testing ( project manager and senior engineer).
SFPUC, Pipeline ECDA Study, 30", 44" and 48" Diameter Water Distribution Mains - ECDA testing and study, pipeline remaining life calculation ( project manager and senior engineer).
SCRWA-CVWD, 12 -Inch Diameter, Cement Lined, Mortar Coated, Reclaimed Water Pipeline - ICCP and RM system design, testing and commissioning, Gilroy, California ( project manager and senior engineer).
UC Davis Medical Center Sacramento, CA- Mechanical piping corrosion failure analysis ( project manager and senior engineer).
Oakland International Airport, Oakland, CA - Underground fuel pipelines, cathodic protection system design and commissioning project manager and senior engineer).
Board of Water Supply, City and County of Honolulu, HI, Honouliuli Recycled Water System - Non -potable transmission mains, Phase I. cathodic protection system design ( project manager and senior engineer).
El Dorado Irrigation District, Pollock Pines, CA — 22 -Inch Sly Park Inter -Tie Pipeline integrity investigation ( project manager and senior engineer).
Major Petrochemical and Power Generation Projects ( 2000- 2005) Springerville Generating Station, AZ - ICCP system performance survey and study, system upgrade design ( project manager and senior engineer).
Blythe Energy Project, Blythe, CA - Complete cathodic protection system design including all types of underground piping, on -grade and underground water and hydrocarbon storage tanks, heat exchangers ( project manager and senior engineer).
ALISTO ENGINEERING GROUP, INC.
630
Professional Affiliations
AMPP ( NACE) International, Member, Officer
Chair, Task Group 491 Development of NACE Standard 5P21434- 2020, Cathodic Protection Systems for the Mitigation of External Corrosion of Buried and Submerged Metallic Piping Systems at Nuclear Power Plants Document Project Manager ( DPM), for Standard Committee 15, Pipelines and Tanks: Revision of AMPP ( NACE) Standard SP0169 Control of External Corrosion on Underground or Submerged Metallic Piping Systems ALISTO ENGINEERING GROUP, INC.
631
Main Office
2737 North Main Street, Suite 200
Walnut Creek, CA 94597
P) 925. 279. 5000 • (F) 925. 279. 5001
Southern California
515 South Flower Street, 18th Floor
Los Angeles, CA 90071
213. 542. 7400
New York and New Jersey
5 Odell Plaza, Suite 110
Yonkers, NY 10701
914. 751. 0596
Texas
4402 Vance Jackson Road , Suite 118
San Antonio, TX 78230
210. 981. 2287
980 W. 6th Street # 118
Ontario, CA 91762
909. 718. 5005
www. alisto. com
632
ITEM 4. 13
CITY MANAGER' SREPORT
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ITEM: ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY
ARROW DRILLERS INC. FOR CONSTRUCTION OF
GOLDEN VALLEY PARKWAY AND SADLER OAK DRIVE
FIBER OPTIC EXTENSION, CIP GG 22- 03
RECOMMENDATION: Adopt Resolution to Accept Public Improvements Constructed by Arrow Drillers, Inc. for Golden Valley
Parkway and Sadler Oak Drive Fiber Optic Extension,
CIP GG 22- 03 and Authorize the Filing of a Notice of
Completion and Release of Performance and
Payment Bonds
SUMMARY:
Arrow Drillers Inc. (Arrow Drillers) has completed construction of Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22- 03 (Project). Staff inspected the improvements and they have been deemed complete and in accordance with the approved plans and specifications by the City Engineer.
Arrow Drillers 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 Arrow Drillers for the Project. Staff also request City Council authorize the filing of a Notice of Completion with the San Joaquin County Clerk and the release of performance and payment bonds.
BACKGROUND:
On March 10, 2025, City Council awarded a construction contract to Arrow Drillers for the construction of the Project in the amount of $ 123, 800 and approved a 20% construction contingency of $24, 760 and authorized staff to spend up to this amount to achieve the goals of the Project. The Project scope included the procurement and installation of new fiber optic pull boxes along Golden Valley Parkway extending from Towne Centre Drive to Sadler Oak Drive including directional boring and conduit installation from Mossdale pump station ( M3) across Golden Valley Pkwy to the median and across Brookhurst Blvd. This work will help integrate this area to the City network.
Contract change orders totaling $ 24, 625 were issued during the construction of the project; therefore, the final contract price of the Project is $ 148, 425. Upon acceptance of the improvements, the performance bond and payment bond ( Each identified as Bond No. 9470828, $123, 800) will be released and replaced with a one633 CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY ARROW DRILLERS, INC.
FOR GOLDEN VALLEY PARKWAY AND SADLER OAK DRIVE FIBER OPTIC EXTENSION, CIP GG 22- 03
year warranty bond ( Bond No. 9470828, $14, 856) upon City Council' s acceptance of the improvements. 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. Arrow Drillers has also provided the necessary lien releases for the materials supplied and completed work.
Staff request City Council accept the improvements constructed by Arrow Drillers for the Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22-
03. Staff also request City Council authorize the filing of a Notice of Completion with the San Joaquin County Clerk, and the release of performance and payment bonds.
REASON FOR RECOMMENDATION:
Arrow Drillers has completed the Project pursuant to the contract documents dated March 10, 2025. Staff inspected the improvements and they have been deemed complete and in accordance with the approved plans and specifications by the City Engineer.
Arrow Drillers 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 sub -contractors 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 amount with Arrow Drillers for the Project is $ 148, 425.
Adequate funds have been allocated to close out the Project. With the completion of the Project, staff request that unused funds be transferred back to the original funding source, Measure C Fund ( 1060).
634
CITY MANAGER' S REPORT PAGE 3
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY ARROW DRILLERS, INC.
FOR GOLDEN VALLEY PARKWAY AND SADLER OAK DRIVE FIBER OPTIC EXTENSION, CIP GG 22- 03
ATTACHMENTS:
A. Resolution to Accept Public Improvements Constructed by Arrow Drillers Inc. for the Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22- 03 and Authorize the Filing of a Notice of Completion, Release of Performance and Payment Bonds
B. Notice of Completion - Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22- 03
635
CITY MANAGER' SREPORT PAGE 4
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY ARROW DRILLERS, INC.
FOR GOLDEN VALLEY PARKWAY AND SADLER OAK DRIVE FIBER OPTIC EXTENSION, CIP GG 22- 03
APPROVALS:
Carlos
Management
Carrillo
Analyst
Date
D/ 4/ ao. t—
ernandes
Director of Information Systems
Brad yCaylor
City Engineer
6 7 - 0°x- 0 -
Date
Date
0/ 1
Cari James Date
Finance Director
FarMic l:el King
Ass stant City Manager
S
6/ 6frag Date
Ie. 'B • Z5
Salvador Navar' ete Date
City Attorney
Stephen J. Salvatore Date
City Manager
636
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY ARROW DRILLERS, INC. FOR
GOLDEN VALLEY PARKWAY AND SADLER OAK DRIVE FIBER OPTIC
EXTENSION, CIP GG 22- 03 AND AUTHORIZE THE FILING OF A NOTICE OF
COMPLETION, AND RELEASE OF PERFORMANCE AND PAYMENT BONDS WHEREAS, on March 10, 2025, City Council awarded a construction contract to Arrow Drillers, Inc. (Arrow) for the construction of ( Project) in the amount of 123, 800 and approved a 20% construction contingency of $ 24, 760 and authorized staff to spend up to this amount to achieve the goals of the Project; and WHEREAS, the Project scope included the procurement and installation of new fiber optic cable pull boxes along Golden Valley Parkway extending from Towne Centre Drive to Sadler Oak Drive including directional boring and conduit installation from Mossdale Pump Station ( M3) across Golden Valley Pkwy to the median and across Brookhurst Blvd; and
WHEREAS, staff inspected the improvements and they have been deemed complete and in accordance with the approved plans and specifications by the City Engineer; and
WHEREAS, contract change orders totaling $ 24, 625 were issued during the construction of the project; therefore, the final contract price of the Project is 148, 425; and
WHEREAS, Arrow Drillers 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; and
WHEREAS, the performance bond and payment bond ( Each identified as Bond No. 9470828, $ 123, 800) will be released and replaced with a one- year warranty bond Bond No. 9470828, $ 14, 856) 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 any defective materials or workmanship in connection with the completed improvements; and
WHEREAS, adequate funds have been allocated in the budget to close out the Project. With the completion of the Project, staff request that unused funds be transferred back to the original funding source, Measure C Fund ( 1060); and WHEREAS, staff request City Council accept the public improvements constructed by Arrow for The Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22- 03; and
637
WHEREAS, staff also request City Council authorize the filing of a Notice of Completion with the San Joaquin County Clerk, 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 Arrow for Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension, CIP GG 22- 03 pursuant to the contract documents dated March 10, 2025; 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 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. 638
The foregoing resolution was passed and adopted this 13th day of October 2025 by the following vote of the City Council, to wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
Teresa Vargas, City Clerk
Paul Akinjo, Mayor
APPROVED AS TO FORM:
5-
Salvador Navarrete, City Attorney
639
Attachment
RECORDING REQUESTED 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)
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, if there 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 13th day of October 2025 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: Arrow Drillers, Inc.
6. That the name and address of the transferor is:
NAME STREET AND NO. CITY STATE
Arrow Drillers Inc. 17805 Comconex Rd. Manteca CA
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:
Golden Valley Parkway and Sadler Oak Drive Fiber Optic Extension CIP GG 22- 03 That the undersigned has knowledge ofthe 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
640
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the NOTICE OF COMPLETION dated October 13, 2025 by Arrow Drillers, Inc. to the City of Lathrop, a political corporation and/ or governmental agency, is hereby accepted by the undersigned officer or agent on behalfofthe City Council pursuant to authority conferred by minute action of the City Council adopted on October 13, 2025, and the grantee consents to recordation thereof by its duly authorized officer.
Dated By
Stephen J. Salvatore, City Manager
641
PAGE LEFT
INTENTIONALLY
BLANK
642
ITEM 4. 14
CITY MANAGER' SREPORT
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ITEM: ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY
DSS COMPANY DBA KNIFE RIVER CONSTRUCTION
FOR LOUISE AVENUE AND MCKINLEY AVENUE
INTERSECTION IMPROVEMENTS, CIP PS 15- 02 AND
APPROVE PROJECT BUDGET AMENDMENT
RECOMMENDATION: Adopt Resolution to Accept Public Improvements Constructed by DSS Company dba Knife River
Construction for Louise Avenue and McKinley
Avenue, CIP PS 15- 02, Authorize the Filing of a
Notice of Completion, Release of Contract Retention
Release of Performance and Payment Bonds, and
Approve Project Budget Amendment
SUMMARY:
DSS Company, doing business as Knife River Construction ( Knife River), has successfully completed construction of Capital Improvement Project ( CIP) PS 15- 02 Louise Avenue and McKinley Avenue Intersection Improvements ( Project). The scope of work included the widening of Louise Avenue, modifications to lane configurations on McKinley Avenue, and upgrades to the existing traffic signal at the intersection.
City staff have conducted final inspections, and the City Engineer has confirmed that all improvements were completed in accordance with the approved plans and specifications. Knife River has submitted all necessary lien releases, verifying that subcontractors and suppliers have been paid in full. Additionally, Knife River provided a one- year warranty bond, equal to 10% of the construction contract amount, to ensure the continued integrity of the improvements.
Staff request that City Council accept the improvements completed by Knife River for the Project and authorize the following actions:
Filing of a Notice of Completion with the San Joaquin County Clerk; and Release of contract retention in the amount of $ 164, 560 to Knife River, to occur within forty-ive (45) days following the recording of the Notice of Completion; and
Release of the performance and payment bonds associated with the Project.
The Project currently reflects a
funding shortfall of $ 53, 113, attributed to additional services required during construction. These services included geotechnical work, recycled water line repairs, and design of new sidewalk, curb, and gutter along McKinley Avenue. The shortfall also includes the purchase of street light poles and luminaires for the newly constructed sidewalk.
643
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA
KNIFE RIVER CONSTRUCTION FOR LOUISE AVENUE AND MCKINLEY AVENUE INTERSECTION IMPROVEMENTS, CIP PS 15- 02 AND APPROVE PROJECT
BUDGET AMENDMENT
To address this shortfall and close out the project, staff is requesting that City Council approve a budget amendment transferring $ 53, 113 from the General Fund Street Repair Reserves ( Fund 1010) to the CIP Project Fund ( Fund 3310).
BACKGROUND:
On October 9, 2023, City Council approved a construction contract with Knife River for construction of CIP PS 15- 02. The original scope of work consisted of widening Louise Avenue, modifying lane configurations along McKinley Avenue and upgrading the existing traffic signal at the intersection.
Knife River has completed construction of the Project. City staff conducted a final inspection, and the City Engineer has determined that all improvements were completed in accordance with the approved plans and specifications.
The construction costs referenced below capture all expenditures from Knife River.
A. Construction Contract Amount
B. Approved Change Order 1
C. Approved Change Order 2
D. Approved Change Order 3
E. Approved Change Order 4
2, 720, 378
2, 550
388, 179
1, 540
S 178, 546
Total Knife River Construction Cost $ 3, 291, 193
Staff requests City Council accept the public improvements constructed by Knife River for the Project. 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 Knife River in the amount of $ 164, 560 within forty-ive (45) days after the recording of the Notice of Completion, and the release of performance and payment bonds.
When the Project Improvement Plans were originally approved, the nearby properties at Louise Avenue and McKinley Avenue were undeveloped. During construction, these parcels were developed and installed frontage improvements, including new sidewalks. To maintain continuous pedestrian access, the Project required additional design services and related tasks to complete the sidewalk along McKinley Avenue.
These tasks also included geotechnical services, repairs to recycled water infrastructure, and the purchase and installation of streetlight poles and luminaires for the newly constructed sidewalk.
On July 8, 2024, City Council approved the additional scope of work and increased the Project budget by allocating an additional $ 300, 00 in contingency funding. 644
CITY MANAGER' S REPORT PAGE 3
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA
KNIFE RIVER CONSTRUCTION FOR LOUISE AVENUE AND MCKINLEY AVENUE INTERSECTION IMPROVEMENTS, CIP PS 15- 02 AND APPROVE PROJECT
BUDGET AMENDMENT
REASON FOR RECOMMENDATION:
Upon City Council' s acceptance of the improvements, the performance and payment bonds ( Bond No. 190- 053- 728/ 10785651) will be released and replaced with a oneyear warranty bond in the amount of $329, 119 (Bond No. 190- 053- 728/ 107885651).
The warranty bond ensures coverage for any necessary repairs or replacements due to defective materials or workmanship discovered within one year from the date of acceptance.
FISCAL IMPACT:
The construction contract was originally approved for $ 2, 720, 378, with an allocated contingency of $272, 038. During construction, change orders totaling $ 570, 815 were issued to Knife River, bringing the total contract cost to $ 3, 291, 193. The initial contingency, along with a supplemental allocation of $ 300, 00, resulted in a total available contingency of $ 572, 038 —sufficient to cover the approved change orders and contract with Knife River.
However, CIP PS 15- 02 currently reflects a net shortfall of $ 53, 113 due to unanticipated costs associated with additional design and construction work required to complete the new sidewalk along McKinley Avenue. To address this shortfall, staff is requesting City Council approval of a budget amendment to transfer $ 53, 113 from the General Fund Street Repair Reserves ( Fund 1010) to the CIP Project Fund ( Fund 3310) as outlined below:
Decrease Street Reserves
1010- 251- 03-0
Increase Transfer Out
1010- 9900-90- 9010
Increase Transfer In
3310- 9900- 393- 0000
Increase Appropriation
3310- 8000- 420- 10
PS 15- 02
PS 15- 02
53, 113
53, 113
53, 113
53, 113
645
CITY MANAGER' S REPORT PAGE 4
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA
KNIFE RIVER CONSTRUCTION FOR LOUISE AVENUE AND MCKINLEY AVENUE INTERSECTION IMPROVEMENTS, CIP PS 15- 02 AND APPROVE PROJECT
BUDGET AMENDMENT
ATTACHMENTS:
A. Resolution to Accept Public Improvements Constructed by DSS Company dba Knife River Construction for Louise Avenue and McKinley Avenue, CIP PS 15- 02, Authorize the Filing of a Notice of Completion, Release of Contract Retention Release of Performance and Payment Bonds, and Approve Project Budget Amendment
B. Notice of Completion - Louise Avenue and McKinley Avenue Intersection Improvements, CIP PS 15- 02
646
CITY MANAGER' SREPORT PAGE 5
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA
KNIFE RIVER CONSTRUCTION FOR LOUISE AVENUE AND MCKINLEY AVENUE INTERSECTION IMPROVEMENTS, CIP PS 15- 02 AND APPROVE PROJECT
BUDGET AMENDMENT
APPROVALS:
0,- 3o- 2-o2t
Ang ca
Associate Engineer
Bra Taylor
City Engineer
Date
Date
4/ o/ zO7, s
10/ (9/ 2az
Cari James Date
Finance Director
Michael King Date
Assistant City Manager
Salvador Navarrete Date
City Attorney
lv• 7•Z$
9 • 30 •ZoZS
Stephen J. Salvatore Date
City Manager
647
RESOLUTION NO. 25 -
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO ACCEPT
PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA KNIFE
RIVER CONSTRUCTION FOR LOUISE AVENUE AND MCKINLEY AVENUE INTERSECTION IMPROVEMENTS, CIP PS 15- 02, AUTHORIZE THE FILING OF
A NOTICE OF COMPLETION, THE RELEASE OF CONTRACT RETENTION, AND
THE RELEASE OF PERFORMANCE AND PAYMENT BONDS, AND APPROVE
PROJECT BUDGET AMENDMENT
WHEREAS, DSS Company, doing business as Knife River Construction ( Knife River), has successfully completed construction of Capital Improvement Project ( CIP) PS 15- 02 Louise Avenue and McKinley Avenue Intersection Improvements ( Project); and
WHEREAS, the scope of work included the widening of Louise Avenue, modifications to lane configurations on McKinley Avenue, and upgrades to the existing traffic signal at the intersection; and
WHEREAS, City staff have conducted final inspections, and the City Engineer has confirmed that all improvements were completed in accordance with the approved plans and specifications; and
WHEREAS, Knife River has submitted all necessary lien releases, verifying that subcontractors and suppliers have been paid in full. Additionally, Knife River provided a one- year warranty bond, equal to 10% of the construction contract amount, to ensure the continued integrity of the improvements; and WHEREAS, staff request City Council accept the public improvements constructed by Knife River for the Project; and
WHEREAS, 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 Knife River in the amount of $164, 560 within forty-ive (45) days after the recording of the Notice of Completion, and the release of performance and payment bonds; and WHEREAS, upon City Council' s
acceptance of the improvements, the
performance and payment bonds ( Bond No. 190- 053- 728/ 107885651) will be released and replaced with a one- year warranty bond in the amount of $ 329, 119 Bond No. 190- 053- 728/ 10785651); and
WHEREAS, the warranty bond ensures coverage for any necessary repairs or replacements due to defective materials or workmanship discovered within one year from the date of acceptance; and
648
WHEREAS, when the Project Improvement Plans were originally approved, the nearby properties at Louise Avenue and McKinley Avenue were undeveloped.
During construction, these parcels were developed and frontage improvements, including new sidewalks; and
WHEREAS, to maintain continuous pedestrian access, the Project required additional design services and related tasks to complete the sidewalk along McKinley Avenue. These tasks also included geotechnical services, repairs to recycled water infrastructure, and the purchase and installation of streetlight poles and luminaires for the newly constructed sidewalk; and
WHEREAS, on July 8, 2024, City Council approved the additional scope of work and increased the Project budget by allocating an additional $ 300, 00 in contingency funding; and
WHEREAS, the construction contract was originally approved for $ 2, 720, 378, with an allocated contingency of $ 272, 038. During construction, change orders totaling $ 570, 815 were issued to Knife River, bringing the total contract cost to 3, 291, 193; and
WHEREAS, the initial contingency, along with a supplemental allocation of 300, 00, resulted in a total available contingency of $ 572, 038 —sufficient to cover the approved change orders and contract with Knife River; and WHEREAS, however, CIP PS 15- 02 currently reflects a net shortfall of $53, 113 due to unanticipated costs associated with additional design and construction work required to complete the new sidewalk along McKinley Avenue; and WHEREAS, to address this shortfall, staff is requesting City Council approval of a budget amendment to transfer $ 53, 113 from the General Fund Street Repair Reserves ( Fund 1010) to the CIP Project Fund ( Fund 3310) as outlined below:
Decrease Street Reserves
1010- 251- 03-0
Increase Transfer Out
1010- 9900-90- 9010
Increase Transfer In
3310- 9900- 393- 0000
Increase Appropriation
3310- 8000- 420- 100
PS 15- 02
PS 15- 02
53, 113
53, 113
53, 113
53, 113
649
NOW THEREFORE, BE IT RESOLVED, that the City Council of the City of Lathrop does hereby accept the public improvements constructed by DSS Company dba Knife River Construction for Louise Avenue and McKinley Avenue Intersection Improvements, CIP PS 15- 02; 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, release of contract retention to Knife River in the amount of $ 164, 560 within fortyfive ( 45) days after the recording of the Notice of Completion, and release of performance and payment bonds; and
BE IT FURTHER RESOLVED, that the City Council of the City of Lathrop hereby approves a Project budget amendment transferring $53, 113 from the General Fund Street Repair Reserves ( 1010) to the CIP Project ( 3310) as detailed above. 650
The foregoing resolution was passed and adopted this 13th day of October 2025, 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 651
RECORDING REQUESTED 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
rTmg
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, if there 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 13th day of October 2025 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: DSS Company dba Knife River Construction.
6. That the name and address of the transferor is:
NAME STREET AND NO.
DSS Company dba 655 W. Clay Street
Knife River Construction
CITY STATE
Stockton CA
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:
CIP PS 15- 02 Louise Avenue and McKinley Avenue Intersection Improvements That the undersigned has knowledge ofthe contents herein and states under penalty of perjury that the foregoing is true and correct.
CITY OF LATHROP
By:
By:
Stephen J. SalvatoreCity Manager Date
Teresa Vargas, City Clerk Date
652
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the NOTICE OF COMPLETION dated October 13, 2025 by DSS Company dba Knife River Construction to the City ofLathrop, 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 October 13, 2025, and the grantee consents to recordation thereof by its duly authorized officer.
Dated By
Stephen J. Salvatore, City Manager
653
PAGE LEFT
INTENTIONALLY
BLANK
654
ITEM 4. 15
CITY MANAGER' SREPORT
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ITEM: ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY
DSS COMPANY DBA KNIFE RIVER CONSTRUCTION
FOR CONSTRUCTION OF BULBOUTS ON 5TH STREET,
CIP PS 25- 16
RECOMMENDATION: Adopt Resolution to Accept Public Improvements Constructed by DSS Company dba Knife River
Construction for Bulbouts on 5th Street, CIP PS 25-
16, and Authorize the Filing of a Notice of
Completion, Release of Contract Retention, and
Release of Performance and Payment Bonds
SUMMARY:
DSS Company, doing business as Knife River Construction ( Knife River), has completed construction of Capital Improvement Project ( CIP) PS 25- 16 - Bulbouts on 5t" Street (Project). The scope of work included the construction of raised concrete bulbouts on 5th Street near the intersection with Louise Avenue, the application of Type II microsurfacing, and the installation of Class II bike lanes from Louise Avenue to Mingo Way.
City staff has inspected the work, and the City Engineer has determined that the improvements have been completed in accordance with the approved plans and specifications. Knife River has submitted lien releases confirming that all subcontractors and suppliers have been paid in full. In addition, a one- year warranty bond, equal to 10% of the construction contract amount, has been provided to ensure the continued integrity of the improvements.
Staff requests that the City Council accept the improvements completed by Knife River for the Project. Staff also requests that Council authorize the following actions:
Filing of the Notice of Completion with the San Joaquin County Clerk; and Release of contract retention in the amount of $ 6, 358 to Knife River, to occur within forty-ive (45) days after the Notice of Completion is recorded; and Release of the performance and payment bonds associated with the Project.
BACKGROUND:
On January 13, 2025, the City Council established CIP PS 25- 16 and approved a construction contract with Knife River for the implementation of the Project. The scope of work included the construction of 8 -inch raised concrete bulbouts on both sides of 5th Street, the application of Type II microsurfacing, and the installation of green pavement striping for Class II bike lanes from Louise Avenue to Mingo Way. 655
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA KNIFE RIVER CONSTRUCTION FOR CONSTRUCTION OF BULBOUTS ON 5T" STREET, CIP PS 25- 16
Knife River has completed construction of the Project. City staff conducted a final inspection, and the City Engineer has determined that all improvements were completed in accordance with the approved plans and specifications.
The construction costs referenced below capture all expenditures.
A. Construction Contract Amount
B. Approved Change Order 1
Total Construction Cost
117, 815
9, 332
127,47
Staff requests City Council accept the public improvements constructed by Knife River for the Project. 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 Knife River in the amount of $ 6, 358 within forty-ive (45) days after the recording of the Notice of Completion, and the release of performance and payment bonds.
REASON FOR RECOMMENDATION:
Upon City Council' sacceptance of the improvements, the performance and payment bonds ( Bond No. 190- 056- 272/ 108078559) will be released and replaced with a oneyear warranty bond in the amount of $ 12, 715 (Bond No. 190- 056- 272/ 108078559).
The warranty bond ensures coverage for any necessary repairs or replacements due to defective materials or workmanship discovered within one year from the date of acceptance.
FISCAL IMPACT:
The original construction contract was approved in the amount of $ 117, 815. During construction, a change order in the amount of $ 9, 332 was issued, resulting in a final construction cost of $ 127,47. Sufficient funds were allocated for this Project within the approved Fiscal Year 2025-6 budget for CIP PS 25- 16 to fully cover all expenses and close out the Project. Upon completion, staff requests that any unused project funds be transferred back to the General Fund Street Repair Reserves ( Fund 1010).
ATTACHMENTS:
A. Resolution to Accept Public Improvements Constructed by DSS Company dba Knife River Construction for Bulbouts on 5th Street, CIP PS 25- 16, and Authorize the Filing of a Notice of Completion, Release of Contract Retention, and Release of Performance and Payment Bonds
B. Notice of Completion - Bulbouts on 5th Street, CIP PS 25- 16 656
CITY MANAGER' SREPORT PAGE 3
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ACCEPT PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA KNIFE RIVER CONSTRUCTION FOR CONSTRUCTION OF BULBOUTS ON 5TH STREET, CIP PS 25- 16
APPROVALS:
Associate Engineer
Bra aylor
City Engineer
Cari Ja
Finance irector
IV
D9- /5 - 2o25 -
Date
Date
q// 7/ 0205
Date
Michael King Date
Assistant City Manager
1.4,• 2o2. S
1 `• 1-0 LS"
Salvador Navarrete Date
City Attorney
Co - 2.
Stephen J. Salvatore Date
City Manager
657
RESOLUTION NO. 25 -
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO ACCEPT
PUBLIC IMPROVEMENTS CONSTRUCTED BY DSS COMPANY DBA KNIFE RIVER CONSTRUCTION FOR CONSTRUCTION OF BULBOUTS ON 5TH STREET, CIP PS 25- 16, AND AUTHORIZE THE FILING OF A NOTICE OF COMPLETION,
THE RELEASE OF CONTRACT RETENTION, AND THE RELEASE OF
PERFORMANCE AND PAYMENT BONDS
WHEREAS, DSS Company, doing business as Knife River Construction ( Knife River), has completed construction of Capital Improvement Project ( CIP) PS 25- 16 - Bulbouts on 5' h Street ( Project); and
WHEREAS, the scope of work included the construction of raised concrete bulbouts on 5th Street near the intersection with Louise Avenue, the application of Type II microsurfacing, and the installation of Class II bike lanes from Louise Avenue to Mingo Way; and
WHEREAS, City staff has inspected the work, and the City Engineer has determined that the improvements have been completed in accordance with the approved plans and specifications; and
WHEREAS, Knife River has submitted lien releases confirming that all subcontractors and suppliers have been paid in full. In addition, a one- year warranty bond, equal to 10% of the construction contract amount, has been provided to ensure the continued integrity of the improvements; and
WHEREAS, staff request City Council accept the public improvements constructed by Knife River for the Project; and
WHEREAS, 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 Knife River in the amount of $ 6, 358 within forty-ive (45) days after the recording of the Notice of Completion, and the release of performance and payment bonds; and WHEREAS, upon City Council' s
acceptance of the improvements, the
performance and payment bonds ( Bond No. 190- 056- 272/ 108078559) will be released and replaced with a one- year warranty bond in the amount of $ 12, 715 (Bond No. 190- 056- 272/ 108078559); and
WHEREAS, the warranty bond ensures coverage for any necessary repairs or replacements due to defective materials or workmanship discovered within one year from the date of acceptance; and
WHEREAS, the original construction contract was approved in the amount of 117, 815. During construction, a change order in the amount of $9, 332 was issued, resulting in a final construction cost of $ 127,47; and 658
WHEREAS, sufficient funds were allocated for this Project within the approved Fiscal Year 2025-6 budget for CIP PS 25- 16 to fully cover all expenses and close out the Project. Upon completion, staff requests that any unused project funds be transferred back to the General Fund Street Repair Reserves ( Fund 1010).
NOW THEREFORE, BE IT RESOLVED, that the City Council of the City of Lathrop does hereby accept the public improvements constructed by DSS Company dba Knife River Construction for Bulbouts on 5th Street, CIP PS 25- 16; 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, release of contract retention to Knife River in the amount of $ 6, 358 within forty-ive 45) days after the recording of the Notice of Completion, and release of performance and payment bonds; and
BE IT FURTHER RESOLVED, that City Council also authorizes the return of unused project funds into the General Fund Street Repair Reserves ( 1010). 659
The foregoing resolution was passed and adopted this 13th day of October 2025, 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 660
RECORDING REQUESTED 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)
SPACE ABOVE THIS LINE FOR RECORDER' S USE
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, if there 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 13th day of October 2025 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: DSS Company dba Knife River Construction.
6. That the name and address of the transferor is:
NAME STREET AND NO.
DSS Company dba 655 W. Clay Street
Knife River Construction
CITY STATE
Stockton CA
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:
CIP PS 25- 16 Bulbouts on 5th Street
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
661
CERTIFICATE OF ACCEPTANCE
This is to certify that the interest in real property conveyed by the NOTICE OF COMPLETION dated October 13, 2025 by DSS Company dba Knife River Construction to the City ofLathrop, 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 October 13, 2025, and the grantee consents to recordation thereof by its duly authorized officer.
Dated By
Stephen J. Salvatore, City Manager
662
ITEM 4. 16
CITY MANAGER' S REPORT
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ITEM: CREATE MISSIONARY MINNIE LEE COTTON PARK
RESTROOM PROJECT, CIP PK 26-1 AND APPROVE
BUDGET AMENDMENT
RECOMMENDATION: Adopt Resolution to Create Missionary Minnie Lee Cotton Park Restroom Project, CIP PK 26-1 and
Approve Budget Amendment
SUMMARY:
On September 11, 2025, the San Joaquin County Environmental Health Department conducted a site review of the newly installed splash pad ( also known as spray grounds) at Minnie Lee Cotton Park. During the inspection, it was noted that restroom facilities had not been included in the original improvements.
According to the California Health and Safety Code and the California Building Code, public spray grounds must include accessible restroom and shower facilities. These requirements were not known to the City at the time of construction, and the amenities were therefore not initially included.
City staff recommends that the City Council establish a new Capital Improvement Project ( CIP) Missionary Minnie Lee Cotton Park Restroom Project, PK 26-1 to meet the full intent of the park' s development. Staff further requests City Council approval to allocate a $ 500, 00 budget for the project by transferring funds from the Measure C Fund ( 1060) to the CIP Project Fund ( 3010). This Project will be presented to the Measure C Oversight Committee for compliance with Measure C language.
BACKGROUND:
On June 12, 2023, the City Council approved the construction of CIP PK 22- 34 Shilling Avenue Park, which has since been named Missionary Minnie Lee Cotton Park. The project was completed and formally accepted by the City Council on May 12, 2025.
On September 11, 2025, the San Joaquin County Environmental Health Department conducted a site inspection of the newly installed splash pad at Missionary Minnie Lee Cotton Park. During the inspection, it was noted that restroom facilities had not been included in the project' sscope.
According to the California Health and Safety Code and the California Building Code, public spray grounds are required to provide accessible restroom and shower facilities for public use. These requirements were not known to the City during the original planning and construction phases, and as a result, the necessary amenities were not included.
663
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
CREATE MISSIONARY MINNIE LEE COTTON PARK RESTROOM PROJECT, CIP PK 26-1 AND APPROVE BUDGET AMENDMENT
To address this regulatory oversight and complete the intended park improvements, Staff recommend that the City Council:
1. Establish CIP PK 26-1 to address regulatory compliance and complete the intended scope of improvements.
2. Approve the transfer of $ 500, 00from the Measure C Fund ( 1060) to the CIP Project Fund ( 3010) to fund the project.
REASON FOR RECOMMENDATION:
Establishing CIP PK 26-1 will enable the City to move forward with the design, procurement, and installation of a pre -manufactured restroom facility that complies with all applicable requirements under the California Building Code and California Health and Safety Code for public spray grounds.
Initiating the project at this stage is critical to bringing the park into full regulatory compliance and ensuring that the facility meets the needs and expectations of the community. The restroom and shower facilities are not only a legal requirement but also a vital amenity that supports public health, accessibility, and the overall usability of the splash pad area.
Once the design phase is complete, staff will return to the City Council with an update and a formal request to award a construction contract, allowing the project to proceed into the construction phase.
This recommendation ensures a timely and coordinated approach to addressing the compliance issue, while enhancing the long- term functionality and value of Missionary Minnie Lee Cotton Park.
FISCAL IMPACT:
The proposed action authorizes the transfer of $ 500, 00 from the Measure C Fund 1060) to the CIP Project Fund ( 3010) to support the design, purchase, and construction of accessible restroom and shower facilities at Missionary Minnie Lee Cotton Park.
To initiate the project, staff is requesting City Council approval of a budget allocation in the amount of $500, 00 from the Measure C Fund. The CIP Fund will be reimbursed by the Measure C Fund ( 1060).
Increase Transfer Out
1060- 9900-90- 9010 $ 500, 00
Increase Transfer In
3010- 9900- 393- 0000 PK 26-1 $ 500, 00
664
CITY MANAGER' S REPORT PAGE 3
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
CREATE MISSIONARY MINNIE LEE COTTON PARK RESTROOM PROJECT, CIP PK 26-1 AND APPROVE BUDGET AMENDMENT
Increase Expenditures
3010- 8000- 420- 12- 00 PK 26-1 $ 500, 00
ATTACHMENTS:
A. Resolution to Create Missionary Minnie Lee Cotton Park Project, CIP PK 26-1 and Approve Budget Amendment
665
CITY MANAGER' S REPORT PAGE 4
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
CREATE MISSIONARY MINNIE LEE COTTON PARK RESTROOM PROJECT, CIP PK 26-1 AND APPROVE BUDGET AMENDMENT
APPROVALS:
Leisser Mazariegos Date
Project Manager
Bra aylor
City Engineer
0/ 6/ 1zs
Date
1 I /
Cari James Date
Finance Director
rat 06/ 2oz5
Michel King Date
Assistant City Manager
Salvador Navarrete Date
City Attorney
0.7. 7S
Stephen J. Salvatore Date
City Manager
666
RESOLUTION NO. 25 -
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO ADOPT
THE CREATION OF MISSIONARY MINNIE LEE COTTON PARK RESTROOM PROJECT, CIP PK 26-1 AND APPROVE BUDGET AMENDMENT
WHEREAS, on September 11, 2025, the San Joaquin County Environmental Health Department conducted a site review of the newly installed splash pad at Minnie Lee Cotton Park; and
WHEREAS, during the inspection, it was noted that restroom facilities had not been included in the original improvements; and
WHEREAS, according to the California Health and Safety Code and the California Building Code, public spray grounds must include accessible restroom and shower facilities; and
WHEREAS, these requirements were not known to the City at the time of construction, and the amenities were therefore not initially included; and WHEREAS, the proposed action authorizes the transfer of $ 500, 00 from the Measure C Fund ( 1060) to the CIP Project Fund ( 3010) to support the design, purchase, and construction of accessible restroom and shower facilities at Missionary Minnie Lee Cotton Park; and
WHEREAS, this funding will allow staff to proceed with project design and procurement of a pre - manufactured restroom facility that meets all applicable code requirements.
WHEREAS, staff recommends that the City Council establish a new Capital Improvement Project ( CIP) Missionary Minnie Lee Cotton Park Restroom Project, PK 26-1 to meet the full intent of the park' s development; and WHEREAS, staff further requests City Council approval of a budget allocation in the amount of $500, 00 from the Measure C Fund. The CIP Fund will be reimbursed by the Measure C Fund ( 1060).
NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Lathrop does hereby approve the creation of a new Capital Improvement Project ( CIP) Missionary Minnie Lee Cotton Park Restroom Project, PK 26-1; and NOW, THEREFORE, BE IT FURTHER RESOLVED, the City Council of the City of Lathrop does hereby further approve a budget amendment. 667
The foregoing resolution was passed and adopted this 13th day of October 2025, 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 668
669
670
671
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
687
688
689
690
691
692
693
694
ITEM 4. 18
CITY MANAGER' SREPORT
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
ITEM: APPROVE FINDING FOR 200 -YEAR URBAN LEVEL OF
FLOOD PROTECTION FOR THE RIVER ISLANDS
PROJECT
RECOMMENDATION: Adopt Resolution to Approve Finding for 200 -Year Urban Level of Flood Protection for the River Islands
Project within Island Reclamation District No. 2062
SUMMARY:
Senate BiII 5 ( SB 5) and companion legislation require cities and counties within the Sacramento - San Joaquin Valley to make a
finding of 200 -year Urban Level of Flood
Protection ( ULOP) or adequate progress before certain land use approvals no later than July 2, 2016, following required General Plan and zoning updates. Since 2016, the City Council has adopted annual Adequate Progress Findings ( APFs) for Island Reclamation District No. 2062 ( RD 2062) on June 20, 2016, June 5, 2017, July 9, 2018, July 8, 2019, October 12, 2020, July 12, 2021, July 11, 2022, July 10, 2023, and June 3, 2024, enabling continued permitting while improvements advanced. RD 2062 has submitted District Engineer documentation supporting a City ULOP Finding pursuant to the California Department of Water Resources' ( DWR) ULOP Criteria, consistent with the 2024 schedule anticipating an ULOP submittal in 2025.
BACKGROUND:
DWR developed the ULOP Criteria and Urban Levee Design Criteria ( ULDC) pursuant to the Central Valley Flood Protection Act of 2008 ( enacted by SB 5 in 200. 7 and amended in 2012) and the Central Valley Flood Protection Plan ( CVFPP) adopted by the Central Valley Flood Protection Board ( CVFPB) in 2012 to guide 200 -year findings before specified land use approvals. Locally, the City implemented SB 5 by adopting Resolution No. 15- 3955 on July 6, 2015 to incorporate State flood legislation into the General Plan and Ordinance No. 16- 361 on June 6, 2016 to codify required provisions in the Lathrop Municipal Code ( LMC) Chapter 17.7 and establish the findings procedure in LMC Section 17. 030. Under SB 5 and LMC Section 17. 030, approvals may proceed upon one of three findings: a 200 -year ULOP exists, conditions will achieve it, or adequate progress is being made by applicable deadlines.
RD 2062 is the local flood management agency for the River Islands project. Levees constructed for River Islands Phase 1 and Phase 2 by RD 2062 meet the 2012 ULDC standards. Phase 2 construction is complete, associated operations and maintenance O&M), and easement actions have been advanced as reflected in the 2024 APF.
Supporting engineering materials were provided to the City Engineer for review and are on file with the City Clerk and available on the City' s website for public review. 695
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
APPROVE FINDING FOR 200 -YEAR URBAN LEVEL OF FLOOD PROTECTION
FOR THE RIVER ISLANDS PROJECT
A ULOP Finding enables continued approval of affected land use decisions in the River Islands project based on substantial evidence that local flood management facilities provide the required 200 -year protection for urban and urbanizing areas in the Valley.
This ULOP Finding is based on State Plan of Flood Control ( SPFC) facilities as rehabilitated and reconstructed by RD 2062, together with RD 2062 -owned and operated facilities, evaluated against DWR' s ULDC and ULOP Criteria. Under DWR guidance, such a
finding may remain effective for up to 20 years, subject to periodic review at least every five ( 5) years and updates if significant changes occur. The City and RD 2062 will continue coordination on flood protection for River Islands, including public education on the Stewart Tract and annual flood -fighting training with first responder agencies, consistent with prior practice.
REASON FOR RECOMMENDATION:
The District Engineer' s evidence, prepared by a California Professional Civil Engineer and reviewed consistent with DWR' s ULOP Criteria, constitutes substantial evidence supporting a 200 -year ULOP Finding for the River Islands development within RD 2062. Adoption of the Resolution conforms City actions with SB 5 requirements for this area and transitions approvals from adequate progress to a ULOP Finding.
FISCAL IMPACT:
There is no fiscal impact to the City as all costs for technical reports, studies, and City review have been funded by RD 2062 and River Islands, consistent with prior annual actions.
ATTACHMENTS:
A. Resolution to Approve Finding for 200 -Year Urban Level of Flood Protection for the River Islands Development within Island Reclamation District No. 2062
B. RD 2062 Flood Protection and Levee System Exhibit
C. Draft Letter from the City to the Central Valley Flood Protection Board CVFPB) providing required notification of the ULOP Finding 696
CITY MANAGER' SREPORT PAGE 3
OCTOBER 13, 2025 CITY COUNCIL REGULAR MEETING
APPROVE FINDING FOR 200 -YEAR URBAN LEVEL OF FLOOD PROTECTION
FOR THE RIVER ISLANDS PROJECT
APPROVALS:
Brad/ Tylor
City Engineer
Date
qb) 1/05
3 v/? d 1 -
Thomas Hedegard Date
Deputy City Manager
q • 2 q • zozS
Michael King Date
Assistant City Manager
3O • t -o z 7
Salvador Navarrete Date
City Attorney
Stephen J. Salvatore Date
City Manager
697
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE FINDING FOR 200 -YEAR URBAN LEVEL OF FLOOD PROTECTION
FOR THE RIVER ISLANDS PROJECT WITHIN ISLAND RECLAMATION DISTRICT NO. 2062
WHEREAS, California Senate Bill 5 ( SB 5), enacted in 2007 and amended in 2012, requires land use agencies within the Sacramento - San Joaquin Valley ( Valley) to ensure a 200 -year Urban Level of Flood Protection ( ULOP) before specified approvals and to implement related General Plan and zoning updates, which the Central Valley Flood Protection Board ( CVFPB) advanced through adoption of the Central Valley Flood Protection Plan ( CVFPP) in 2012; and WHEREAS, the City implemented SB 5 locally by adopting Resolution No. 15- 3955 on July 6, 2015, to incorporate State flood legislation into the General Plan General Plan Amendment No. 16- 03), and by adopting Ordinance No. 16- 361 on June 6, 2016, to codify required provisions in the Lathrop Municipal Code ( LMC) Chapter 17.7, establishing findings procedures under LMC Section 17. 030; and WHEREAS, SB 5 and LMC Section 17. 030 authorize proceeding upon one of three findings before specified approvals: ( 1) a 200 -year ULOP exists, ( 2) conditions are imposed to achieve 200 -year protection, or ( 3) adequate progress is being made toward 200 -year protection by applicable deadlines; and WHEREAS, the California Department of Water Resources ( DWR) developed the ULOP Criteria and Urban Levee Design Criteria ( ULDC) to guide 200 -year findings and facility performance standards for urban areas in the Valley; and WHEREAS, Island Reclamation District No. 2062 ( RD 2062), the local flood management agency for the River Islands project, constructed levees for Phase 1 and Phase 2, meeting the 2012 ULDC standards, completed Phase 2 construction, advanced associated operations and maintenance ( O&M), and easement actions, with the District Engineer providing supporting materials to the City Engineer and maintaining public access through the City Clerk and City website; and WHEREAS, since 2016 the City Council has adopted annual Adequate Progress Findings ( APFs) for RD 2062 enabling continued permitting while improvements advanced, culminating in a 2024 APF and the submittal of ULOP certification documentation anticipated in 2025 to transition from adequate progress to a ULOP finding; and
WHEREAS, under DWR guidance, a ULOP Finding based on flood facilities may remain effective for up to 20 years, subject to periodic review at least every five ( 5) years and updates if significant changes occur, ensuring continued conformance with State criteria; and
698
WHEREAS, the District Engineer' s evidence, prepared by a California Professional Civil Engineer and reviewed consistent with DWR' s ULOP Criteria, constitutes substantial evidence supporting a 200 -year ULOP Finding for the River Islands development within RD 2062.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lathrop, acting as the land use agency under State law:
1. The City Council accepts the Engineer' sReport, appendices, and supporting documentation provided by RD 2062 as substantial evidence and approves a ULOP Finding that the State Plan of Flood Control ( SPFC) facilities as rehabilitated and reconstructed by RD 2062, together with facilities owned and operated by RD 2062, provide an Urban Level of Flood Protection consistent with DWR' s ULDC and ULOP Criteria for the River Islands development as of the date of this Resolution.
2. The City will conduct periodic reviews at least every five ( 5) years, and sooner if warranted by significant physical or operational changes, to determine whether the ULOP Finding remains supported by substantial evidence and will coordinate with RD 2062 to obtain the information necessary for such reviews. 699
PASSED AND ADOPTED by the City Council of the City of Lathrop this 13th day of October 2025 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:
Teresa Vargas, City Clerk Salvador Navarrete, City Attorney 700
LEGEND
CHECK
DAM
SAN
JOAQUIN
RIVER
FEDERAL
LEVEE
CROSS
LEVEE PARADISE
CUT
SETBACK
LEVEE
l -
OLD
RIVER
SETBACK
LEVEE
CHECK
DAM
PARADISE
CUT
AND
OLD
RIVER
FEDERAL
LEVEES
CHECK
DAM
MAIN
DRAIN
RELIEF
WELLS
TTA
T
T
7T
UNION
PACIFIC
RAILROAD
Al
1ACHMEN 1
B
LAKES
RD
2062
MAIN
DRAIN
RELIEF
WELLS
PARADISE
CUT
LEYEE-' %
UPRR
FLOOD
PROTECTION &
LEVEE
SYSTEM
RIVER
ISLANDS
CITY
OF
LATHROP
SAN
JOAQUIN
COUNTY
CALIFORNIA
DATE
SEPTEMBER 4,
2025
SAN
JOAQUIN
RNE
E
O
V
LE
END
PARADISE
CUT
SETBACK
LEVEE/
BEGIN
CROSS
LEVEE
END
CROSS
LEVEE
END
SAN
JOAQUIN
RIVER
LEVEE
SCALE:
1' =
2500'
W
Wood
16200
STONER
DGE MAL
RD
STE] J0
PLEASANTON,
CA
90588
T925
223 .
8300
es
ona
Servic
Inc
We stwood
Profesi ene14
99m srw
701
CITY OF LATHROP LETTERHEAD]
ATTACHMENT
L „
October , 2025
Mr. Chris Lief, Executive Officer
Central Valley Flood Protection Board
3310 El Camino Avenue, Suite 170
Sacramento, CA 95821
Re: Adoption of Urban Level of Protection Finding by the City of Lathrop - River Islands at Lathrop Phase 1 and Phase 2 Areas, Lathrop, CA
At its October 13, 2025 regular meeting, the City of Lathrop City Council approved an Adequate Progress Finding for the entirety of the River Islands at Lathrop master planned community ( Phase 1 and Phase 2 Areas) in accordance with the requirements of Government Code 65007( n) and the Urban Level of Flood Protection Criteria issued by the Department of Water Resources in 2012. A copy of the Council' s resolution is attached to this correspondence for your records.
Island Reclamation District No. 2062, as the local flood management agency for River
Report and appendices
Islands,
documenting
will provide an
the
electronic
data and
copy
analyses
of the
that
Engineer' s
served
as substantial evidence to the City Council to make its ULOP finding.
Questions on the matter may be referred to Ms. Becky Money at money@mbkengineers. com or 916- 456-400.
Sincerely,
Brad Taylor, PE
City Engineer
cc: Susan Dell' Osso, President - RD 2062
Becky Money, MBK Engineers
702
ITEM 4. 19
CITY MANAGER' SREPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
ITEM: APPROVE FINAL MAP, CFD ANNEXATION,
IRREVOCABLE OFFER OF DEDICATION, AND
SUBDIVISION IMPROVEMENT AGREEMENT FOR 38
LOTS IN TRACT 4207 VILLAGE 44 UNIT 1 WITHIN
LAKE HARBOR WEST DISTRICT OF RIVER ISLANDS
RECOMMENDATION: Adopt Resolution to Approve Final Map for Tract 4207 Village 44 Unit 1 within the Lake Harbor West
District, Totaling 38 Lots, Annexation into CFD 2023-
1, an Irrevocable Offer of Dedication, and a
Subdivision Improvement Agreement with River
Islands Development Area 1, LLC
SUMMARY:
The proposed Final Map for Tract 4207 Village 44 Unit 1 ( Tract 4207), included as Attachment " E", is within the Lake Harbor West District of Phase 2 for the River Islands Project. Tract 4207 will be the first tract map within the Village 44 area. River Islands Development Area 1, LLC ( River Islands) is proposing thirty- eight (38) residential lots. A Vicinity Map is included as Attachment " B".
Staff recommend City Council approve the proposed Final Map for Tract 4207, to be recorded pursuant to the terms of the Escrow Instructions, included as Attachment D", and a Subdivision Improvement Agreement ( SIA), included as Attachment " C", with River Islands Development Area 1, LLC, by Resolution, included as Attachment BACKGROUND:
On June 14, 2021, the City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716. On November 14, 2022, City Council approved Tract 4149 West Village Large Lot Final Map ( LLFM) to create 34 undevelopable parcels. On August 16, 2023, Planning Commission approved the Lake Harbor West Neighborhood Development Plan and Architectural Design Guidelines and Development Standards.
The land for the proposed Final Map for Tract 4207 is within the geographic boundaries of VTM 6716, LLFM 4149, and the Lake Harbor West Neighborhood.
As required by the Lathrop Municipal Code Chapter 16.6, all final maps must include a SIA to guarantee specific offsite and onsite improvements. Construction of the public improvements associated with Tract 4207 are substantially complete.
Performance and labor & materials securities have been provided with the SIA for Tract 4207 that guarantees the unfinished improvements as detailed in Table 1. 703
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 38 LOTS IN TRACT 4207 VILLAGE 44 UNIT 1 WITHIN LAKE HARBOR WEST DISTRICT
OF RIVER ISLANDS
Table 1 - Bond Values
Unfinished Improvement Total: 24, 970
Performance Security ( 110% of Unfinished Improvements) Bond No. 0869578
27, 467
Labor & Materials Security ( 50% of Performance Security) Bond No. 0869578
13, 734
Potential acceptance of the public improvements will be processed by staff at a later date. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond.
Tract 4207 will need to be annexed into the City of Lathrop Community Facilities Districts ( CFDs) No. 2023- 1for maintenance purposes as well as CFDs administered by Island Reclamation District ( RD) 2062 and River Islands Public Financing Authority RIPFA).
River Islands has provided an Irrevocable Offer of Dedication for right- of- way purposes for Quantico Court ( B5 of Attachment D"). Quantico Court is necessary for the access to Tract 4207 and is conveyed to the City by a document separate from the Final Map.
As a precondition to record the Final 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 the requirements of the City' s subdivision ordinance as listed below:
Documents Status
1. Final Map ready for signature Completed
2. Subdivision Improvement Agreement Completed
3. Performance Security - Uncompleted Landscaping and
Miscellaneous Improvements Required
4. Labor and Materials Security - Uncompleted Landscaping and Miscellaneous Improvements Required
5. Street Improvement, Landscape, Light & Joint Trench Completed
6. Geotechnical Report Completed
7. Agreement for Backbone Improvements and Parks ( Agreement for Dedication, Inspection and Guarantee of Streets and Public Improvements)
Completed
704
CITY MANAGER' SREPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 38 LOTS IN TRACT 4207 VILLAGE 44 UNIT 1 WITHIN LAKE HARBOR WEST DISTRICT
OF RIVER ISLANDS
PAGE 3
8. 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
9. Allocation of Water and Sewer capacity Completed
10. Recommendation for approval from Stewart Tract Design Review Committee Completed
11. Submitted Certificate of Insurance, Tax Letter Completed
12. Submitted Preliminary Guarantee of Title Completed
13. Escrow Instructions Completed
14. Tract 4207 - City of Lathrop Community Facilities District No. 2023- 1Annexation
Pending
Approval
15. Irrevocable Offer of Dedication and Certificate of Acceptance Pending Approval
Fees Status
1. Final Map plan check fee Paid
2. Improvement Plans - Plan check and inspection fees Paid
3. Sierra Club Settlement fee
To be paid
in escrow
FISCAL IMPACT:
There is no fiscal impact to the City as all costs are covered by development fees and any shortfalls in the City' s
maintenance and operating costs are covered by the CFDs. 705
CITY MANAGER' S REPORT PAGE 4
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 38 LOTS IN TRACT 4207 VILLAGE 44 UNIT 1 WITHIN LAKE HARBOR WEST DISTRICT
OF RIVER ISLANDS
ATTACHMENTS:
A. Resolution to Approve Final Map for Tract 4207 Village 44 Unit 1 within the Lake Harbor West District, Totaling 38 Lots, Annexation into CFD 2023- 1, an Irrevocable Offer of Dedication, and a Subdivision Improvement Agreement with River Islands Development Area 1, LLC
B. Vicinity Map - Tract 4207 Village 44 Unit 1
C. Subdivision Improvement Agreement between the City of Lathrop and River Islands Development Area 1, LLC, a Delaware limited liability company, for Tract 4207 Village 44 Unit 1
D. Escrow Instructions for Final Map Tract 4207 Village 44 Unit 1 Irrevocable Offer of Dedication of Easement for Public Roadway and Public Utility Easement Purposes for Quantico Court ( B2 of Attachment " D") Annexation into City of Lathrop CFD 2023- 1 (B3 of Attachment " D") E. Final Map - Tract 4207 Village 44 Unit 1
706
Brad aylor
City ngineer
CITY MANAGER' S REPORT PAGE 5
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 38 LOTS IN TRACT 4207 VILLAGE 44 UNIT 1 WITHIN LAKE HARBOR WEST DISTRICT
OF RIVER ISLANDS
APPROVALS
Veronica Albarran Date
Assistant Engineer
Date
l1825
Il23/ Zo z5 -
Thomas Hedegard Date
Deputy City Manager
I•s•zozsMichael King Date
Assistant City Manager
Salvador Navarrete Date
City Attorney
Stephen Salvatore Date
City Manager
707
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE FINAL MAP FOR TRACT 4207 VILLAGE 44 UNIT 1 WITHIN THE LAKE HARBOR WEST DISTRICT, TOTALING 38 LOTS, ANNEXATION INTO CFD 2023- 1, AN IRREVOCABLE OFFER OF DEDICATION, AND A SUBDIVISION IMPROVEMENT AGREEMENT WITH RIVER ISLANDS DEVELOPMENT AREA 1, LLC
WHEREAS, on June 14, 2021, the City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716; and
WHEREAS, on November 14, 2022, City Council approved a Large Lot Final Map ( LLFM) Tract 4149 to create 34 undevelopable parcels; and WHEREAS, on August 16, 2023, Planning Commission approved the Lake Harbor West Neighborhood Development Plan and Architectural Design Guidelines and Development Standards; and
WHEREAS, the land for the proposed Final Map for Tract 4207 Village 44 Unit 1 ( Tract 4207) is within the geographic boundaries of VTM 6716, LLFM Tract 4149, and the Lake Harbor West Neighborhood; and
WHEREAS, as required by the Lathrop Municipal Code Chapter 16. 16, all final maps must include a SIA to guarantee specific offsite and onsite improvements; and WHEREAS, River Islands Development Area 1, LLC ( River Islands) provided performance and labor & material securities with the SIA for Tract 4207 that guarantees the unfinished improvements for Village 44 in the amount as follows:
Unfinished Improvement Total: 24, 970
Performance Security ( 110% of Unfinished Improvements) Bond No. 0869578
27, 467
Labor & Materials Security ( 50% of Performance Security) Bond No. 0869578
13, 734
and
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date and when the unfinished improvements are completed. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond; and
WHEREAS, Tract 4207 needs to be annexed into three different CFDs for maintenance purposes. Staff recommends that Council approve Annexation into City of Lathrop CFD 2023- 1. Additional CFDs administered by Island Reclamation District RD) 2062 and River Islands Public Financing Authority ( RIPFA) are recorded and included as part of the Escrow Instructions; and
708
WHEREAS, Quantico Court is necessary for the access to Tract 4207 and must be conveyed to the City by a document separate from the Final Map. River Islands has provided an Irrevocable Offer of Dedication for right- of- way purposes for Quantico Court; and
WHEREAS, River Islands Development Area 1, LLC must satisfy the Escrow Instructions, included as Attachment " D" to the City Manager' sReport, 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 approves and accepts the following actions:
1. The Final Map for Tract 4207 and 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 October 13, 2025 staff report once the terms and conditions of the Escrow Instructions, included as Attachment " D" to the City Manager' s Report, are met.
2. The City Manager, or their designee, is authorized to execute a Subdivision Improvement Agreement with River Islands Development Area 1, LLC in substantially the form as attached to the October 13, 2025 staff report.
3. Annexation into the City of Lathrop Community Facilities District No. 2023- 1 River Islands Public Services and Facilities) in substantially the form as attached to the October 13, 2025 staff report.
4. Irrevocable Offer of Dedication of Easement for Quantico Court in substantially the form as attached to the October 13, 2025 staff report. 709
PASSED AND ADOPTED by the City Council of the City of Lathrop this 13th day of October 2025 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:
Teresa Vargas
City Clerk
Salvador Navarrete
City Attorney
710
8'
VILLAGE 3
jTRACT4207
UNIT 1 LOTS)
17/ FUTU) 71. E'
DEL WEBB
TRACT 4221
DEL WEBB
UNIT 2
LAKE 24
VILLAGE 42
ATTACHMENT "B"
TRACT 4207
VILLAGE 44 UNIT 1
VICINITY MAP
711
SEPTEMBER 2025
ATTACHMENT
l•GM
SUBDIVISION IMPROVEMENT AGREEMENT
BY AND BETWEEN THE CITY OF LATHROP AND
RIVER ISLANDS DEVELOPMENT AREA 1, LLC,
DELAWARE LIMITED LIABILITY COMPANY
FOR TRACT 4207 VILLAGE 44 UNIT 1 38 RESIDENTIAL LOTS
RECITALS
A. This Agreement is made and entered into this 13th day of October 2025, by and between the CITY OF LATHROP, a municipal corporation of the State of California ( hereinafter " CITY") and River Islands Development Area 1, LLC, a Delaware 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 Tract 4207 Village 44 Unit 1 ( Tract 4207). However, SUBDIVIDER has completed a significant portion of the public infrastructure improvements associated with Tract 4207 located within the Lake Harbor West District of River Islands Phase 2, 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 Tract 4207, in the amount shown in Section 8 of this agreement.
C. SUBDIVIDER has completed a portion of the joint trench improvements for Tract 4207 and as noted in Recital B, security shall be required for the unfinished portion of these improvements, along with other required infrastructure associated with Tract 4207. 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 Tract 4207 are required security as outlined in this Agreement.
NOW THEREFORE in consideration of CITY' Spending approval and acceptance of the Improvements upon their satisfactory completion,
construction of Improvements in strict accordance with
and
the
in
terms
consideration
ofthis 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:
712
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
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 Lake Harbor West 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".
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 home constructed in Tract 4207, or October 13, 2026, whichever comes first.
3. CITY, or its agent( s), shall, at any time during the progress of the Improvements, have free access thereto, and shall be allowed to examine the same and all material to be used therein. Ifthe Improvements or any part thereof are not completed in strict compliance with the standards set forth in Paragraph 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 Paragraph 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' Sacceptance of the Improvements. As required by this Agreement, prior to acceptance of the Improvements, SUBDIVIDER shall deposit with the City Engineer a Warranty Bond equal to 10% of the estimated cost of the Improvements for the Village 44 entire area to insure 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 are 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 Paragraph 6 above, CITY may, but is not required to, proceed to complete and/ orrepair, 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.
713
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
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.
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 only post Performance or Labor & Materials bonds to guarantee the unfinished improvements associated with Tract 4207 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: 24, 970
Performance Bond ( Bond No. 0869578): 27, 467
Labor & Materials Bond ( Bond No. 0869578): 13, 734
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' Sagents, 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
contractors,
for
subcontractors,
damage or claims
agents,
which
or employees'
may 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 714
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
one or more persons directly or indirectly employed by, or acting as agent for, SUBDIVIDER or any of SUBDIVIDER' Scontractors or subcontractors. SUBDIVIDER shall, at its own cost and expense, defend any and all actions, suits, or legal proceedings or any type that may be brought or instituted against CITY and indemnities 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
performance or
legal
non- performance
proceedings, resulting
of his duties
from
and
or alleged
obligations
to have
under
resulted
this Agreement,
from SUBDIVIDER' S
or from the
negligent act or omission of himself, his agents, contractors, representatives, servants or employees. The promises 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 of, plans and/ or specifications for the subdivision.
13. Neither SUBDIVIDER nor any of SUBDIVIDER' Sagents, 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 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 the utility services from the time the Improvements are accepted by the CITY to the end ofthe 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 be responsible to 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. 715
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
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' Sexpense, 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 Tract 4207.
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.
i. Time of the Essence. Time is of the essence of this Agreement and each of its provisions. 716
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
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
FINAL MAP - TRACT 4207 VILLAGE 44 UNIT 1
TRACT 4207 VILLAGE 44 UNIT 1 AREA
CITY INSURANCE REQUIREMENTS
LAKE HARBOR WEST VILLAGE 44 UNFINISHED IMPROVEMENTS AND
FULL IMPROVEMENTS COST ESTIMATE
717
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 13th day of October 2025, 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
718
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
SUBDIVIDER
River Islands Development Area 1, LLC,
a Delaware limited liability company
BY:
Susan Dell' Osso
President
719
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
EXHIBIT " A"
FINAL MAP - TRACT 4207 VILLAGE 44 UNIT 1
720
OWNER' S
STATEMENT
THEUNDERSIGNED,
DOES
HEREBY
STATE
THAT
THEY
ARE
THE OWNERS
OR
HAVE
SOME
RECORD
TITLE
INTEREST
IN
THE
LAND
DEUNEATED
AND
EMBRACED
WITHIN
THE EXTERIOR
BOUNDARY
UNE
OF
THE HEREIN
EMBODIED
FINAL
MAP
ENTITLED,
TRACT
4207,
RIVER
ISLANDS -
PHASE
2,
VILLAGE
44 UNIT
1 ",
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING
OF
TWELVE
12)
SHEETS,
AND
WEHEREBY
CONSENT
TO
THE PREPARATION
AND
FILING
OF
THIS
FINAL
MAP
IN
THE OFFICE
OF
THE
COUNTY
RECORDER
OF
SAN
JOAQUIN
COUNTY,
CALIFORNIA.
THE
REAL
PROPERTY
DESCRIBED
BELOW
ISDEDICATED
AS
ANEASEMENT
FOR PUBUC
PURPOSES:
1. TO
THE
CITY
OF
LATHROP
FOR PUBLIC
RIGHT- OF WAY
PURPOSES.
THOSE
PORTIONS
OF
SAID
LANDS
DESIGNATED
ON
SAID
MAP
BUSHWIAS LANE, CK
KEATS
LANE,
INGALLS
LANE,
AND
VALENTINE
LANE,
AS
SHOWN
ON
THIS
FINAL
MAP .
2. TO
THE
CITY
OF
LATHROP
FOR ACCESS
AND
PUBLIC
UTILITY PURPOSES, THOSE
PORTIONS
OF
SAID
LANDS
DESIGNATED
ON
SAID
MAP
AS
PARCELS
A
THROUGH
0, SHOWNAS
ON
THIS
FINAL
MAP.
3. A
NON- EXCLUSIVE
EASEMENT
TO
THE
CITY
OF
LATHROP,
TOGETHER
WITH
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
FINAL
MAP
DESIGNATED
AS "
P. U E " (
PUBUC
UTILITY
EASEMENT) . 4, A
NON- EXCLUSIVE
EASEMENT
TO
THE
CITY
OF
LATHROP,
TOGETHER
WITH
THE
RIGHT
TOCONSTRUCT.
RECONSTRUCT,
REPAIR
AND
MAINTAIN
THE SOUND
WALLS
UPON
AND
OVER
THE STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED
AS "
WE." (
WALL 5. EASEMENT).
AEXCLUSIVE NONEASEMENT
TO
THE
CITY
OF
LATHROP
FOR EMERGENCY
VEHICLE
ACCESS
PURPOSES
ACROSS
THE
STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED
AS " V. AC" ( E.
EMERGENCY
VEHICLE
ACCESS 6. EASEMENT). A
NON- EXCLUSIVE
EASEMENT
TO
THE
CITY
OF
LATHROP,
TOGETHER
WATT
THE
RIGHT
TOCONSTRUCT,
RECONSTRUCT,
REPAIR
AND
MAINTAIN
SLOPES
ACROSS
THE STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED
AS
SLOPE
EASEMENT' (
E.). S.
THE
REAL
PROPERTY
DESCRIBED
BELOW
ISDEDICATED
IN
FEE
FOR PUBUC
PURPOSES:
1. PARCELS
J,
K,
L
AND
N
TO
THE
CITY
OF
LATHROP
FOR PURPOSES
OF
OPEN
SPACE,
LANDSCAPING,
PUBLIC UTUTES, FENCE
MAINTENANCE,
AND
APPURTENANCES
THERETO,
FOR
THE BENEFIT
OF PUBLIC, THE
AS
SHOWN
ON
THIS
FINAL
MAP.
TO
ENSURE
MUNICIPAL
WATER
SERVICES
TO
ALL
LOTS
SHOWN
UPON
THIS
MAP,
ALL GROUND
WATER
RIGHTS
THAT
THE
UNDERSIGNED
MAY
HAVE
WITHIN
THE DISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY
ARE DEDICATED
TO
THE
CITY
OF
LATHROP.THEUNDERSIGNED
DOES
HEREBY
RELINQUISH
TO
THE
CITY
OF
LATHROP
ALL ABUTTERS
RIGHTS
OF
ACCESS
TO
LOT
36 ALONG
THE
LOT
LINE
AS
INDICATED
BY
THE SYMBOL'//// ////
AS
SHOWN
ON
THIS
MAP.
FINAL
THEUNDERSIGNED
DOES
HEREBY
RESERVE
PARCELS
1 THROUGH
6,
AS
SHOWN
ON
THIS
MAP
FOR FUTURE
DEVELOPMENT.
THEUNDERSIGNED
DOES
HEREBY
RESERVE
PARCELS
H
AND
0 AS SP
OPEN
ACE
AND LANDSCAPING
PURPOSES
AS
SHOWN
ON
THIS
FINAL
MAP.
SAID
PARCEL
IS
NOT
DEDICATED
HEREON,
BUT
WILL
BECONVEYED
TO
THE HOMEOWNERS
ASSOCIATION
BYSEPARATE
DOCUMENT
SUBSEQUENT
TO
THE
FILING
OF
THIS
FINAL
MAP.
THEUNDERSIGNED
DOES
HEREBY
RESERVE
PARCEL
I
AND
PARCEL
N
FOR FUTURE
DEDICATION,
AS
SHOWN
ON
THIS
FINAL
MAP,
SAID
PARCELS
ARE
NOT
DEDICATED
HEREON,
BUT
WI
LL
BECONVEYED
TO
RIVER
ISLANDS
PUBLIC
FINANCING
AUTHORITY
BYSEPARATE
DOCUMENT
SUBSEQUENT
TO
THE
FILING
OF
THIS
FINAL
MAP.
THE
IRREVOCABLE
OFFER
Of DEDICATOR (
0.) I
FOR
RIGHT- OF WAY
PURPOSES
IS
DEPICTED
ON
SHEETS
6,
7,
AND
8 OF
THIS
FINAL RESPECTIVELY, MAP,
ASQUANTCO
COURT.
SAID
IRREVOCABLE
OFFICE
OFDEDICATION
FOR RIGHT- OF WAY
PURPOSES
IS
NOT DEDICATED
HEREON,
BUT CONVEYED
TO
THE
CITY
OF
LATHROP
BYSEPARATE
INSTRUMENT
CONCURRENTLY
WITH
THE
FILING
OF
THIS
MAP.
FINAL
OWNER
INTENDS
TOSUBDIVIDE
THE
LAND
SUBJECT
TO
THIS
MAP
WITH
ANY
AND
ALL RIPARIAN
RIGHTS
OR
OTHER
WATER
INTERESTS
TO
WNICH
THE SUBJECT
LAND
IS
ENTITLED
T
HEREIN
APPURTENANT
ORRELATING
TO
THE
LANDS.
WHETHER
SUCH
WATER
RIGHTS
SHALL
BERIPARIAN,
OVERLYING,
LITTORAL, PERCOLATING,
PRESCRIPTIVE,
ADJUDICATED,
STATUTORY
ORCONTRACTUAL
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.
OWNER:
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
ADELAWARE
LIMITED
LIABILITY
COMPANY
BY: NAME:
DELL'
SUSAN
OSSO
DATE
ITS:
PRESIDENT
SEE
SHEET
2 FOR
TRUSTEE' S
STATEMENT
EXEMPT
FROM
FEE
PERGOVERNMENT
CODE
27388. 1;
DOCUMENT
RECORDED
INCONNECTION
WITH
ACONCURRENT
TRANSFER
SUBJECT
TO
THE
IMPOSITION
OFDOCUMENTARY
TRANSFER
TAX
TRACT
4207
RIVER
ISLANDS -
PHASE
2 VILLAGE
44 UNIT
1 A
PORTION
OF
RANCHO
ELPESCADERO,
BEING
A
SUBDIVISION
OF
PARCEL
9 OF
TRACT
4149 (
44 MAP
52),
CITY
OF
LATHROP.
SAN
JOAQUIN
COUNTY.
CALIFORNIA
JULY
2025
Westwood Phone
12991571- 1765
1165
Sceni
c
Drive,
S
uite A
CAMod esto, 95350 stwoodps. we
com
Prof
Westw
ood essi onal Servic Inc.es.
CITY
CLERK' S
STATEMENT I, TERESA
VARGAS,
CITY
CLERK
AND
CLERK
OF
THE
CITY
COUNCIL
or
THE
CITY
OF
LATHROP,
STATE
OF
CALIFORNIA,
DOHEREBY
STATE
THAT
THE HEREIN
EMBODIED
MAP
ENTITLED "
TRACT
4207,
RIVER
ISLANDS -
PHASE
2,
VILLAGE
44,
UNIT
I",
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING
OF
TWELVE (
12)
SHEETS,
THIS
STATEMENT
WAS
PRESENTED
TO
SAID
CITY
COUNCIL,
ASPROVIDED
BY
LAW,
AT
A
MEETING
THEREOF,
HELD
ON
THE
DAY
OF
2025
AND
THAT
SAD
CITY
COUNCIL
DID THEREUPON
BY
RESOLUTION
NO.
DULY
PASSED
AND
ADOPTED
AT
SAID
MEETING,
APPROVE
SAID
MAP,
AND
AUTHORIZED
ITSRECORDATION,
AND ACCEPTED
ON
BEHALF
OF
THE
CITY
OF LATHROP,
FOR
PUBLIC
USE,
THERELINQUISHMENT
OF
ACCESS
RIGHTS
TO
LOT
36 AL
ONG
THE
LOT
LINE
AS
INDICATED
BY
THE SYMBOL '//// /// /,,
THE DEDICATION
OF
ALL
PUBLIC
UTILITY
EASEMENTS,
WALL
EASEMENTS
AND
SLOPE
EASEMENTS,
PARCELS
A
THROUGH
G
FOR ACCESS
AND
PUBLIC
UTLITES,
THE EMERGENCY
VEHICLE
ACCESS
EASEMENT,
THE DEDICATION
OF
THE GROUND
WATER
RIGHTS,
THE DEDICATION
OFPARCELS
J,
K,
L
AND
M
IN
FEE,
AND
ACCEPTED
THE OFFER
OFDEDICATION
OF
BUSH
WICK
LANE,
KEATS
LANE,
INGALLS
LANE,
AND VALENTINE
LANE,
AS
SHOWN
ON
SAID
MAP
SUBJECT
TO
THE
IMPROVEMENTS
BEING
COMPLETED
IN
ACCORDANCE
WITH
CHAPTER
16,
TILE
1616.
OF
THE
CITY
OF
LATHROP
MUNICIPAL
CODE.
ALSO.
PURSUANT
TOSECTION
66434( G)
OF
THE CALIFORNIA
SUBDIVISION
NAP
ACT,
THE
CITY
OF
LATHROP
DOES
HEREBY
ABANDON
THE
NON- EXCLUSIVE
PUBLIC
UTILITY
EASEMENT
FOR PUBLIC
PURPOSES
RECORDED
JUNE
9,
2023,
ASDOCUMENT
NUMBER
2023- 045592,
OFFICIAL
RECORDS
OF
SAN
JOAQUIN
COUNTY,
WITHIN
THE BOUNDARY
OF
THIS
FINAL
MAP .
I
FURTHER
STATE
THAT
ALL
BONDS
ASREQUIRED
BY
LAW
TOACCOMPANY
THE WITHIN
MAP,
IFAPPLICABLE,
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)
A
NOTARY
PUBLIC
OR
OTHER
OFFICER
COMPLETING
THIS
CERTIFICATE
VERIFIES
ONLY
THE
IDENTITY
OF
THE
INDIVIDUAL
WHO
SIGNED
THE DOCUMENT
TO
WHICH
THIS
CERTIFICATE
ISATTACHED,
AND
NOT
THE TRUTHFULNESS,
ACCURACY,
ORVALIDITY
OF
THAT
DOCUMENT
S
ATE
OFCALIFORNIA
COUNTY
OF
SAN
JOAQUIN
ON ,
2025
BEFORE
ME,
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED, WHOPROVED
TO
ME
ON
THE
BASS
OFSATISFACTORY
EVIDENCE
TO
BE
THE PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED
TO
THE WITHIN
INSTRUMENT,
AND
ACKNO' MEDGED
TO
ME
THAT
HE/ SHE THEY
EXECUTED
THE
SAME
IN
HIS/ER/ THEIR
AUTHO
RIZED
CAPACITY( IES),
AND
THAT
BYHER/ THEIR HIS/
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
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:
SECRETARY
OF
THE
THIS
MAP
CONFORMS
TO
VESTING
TENTATIVE
MAP
AND
APPROVED
BY
THE
CITY
COUNCIL
PER
DATED
THIS
DAY
OF
RICARDO
CAGUTAT,
COMMUNITY
DEVELOPMENT
CITY
OF
LATHROP
CITY
ENGINEER' S
STATEMENT
I,
BRAD
R.
TAYLOR,
HEREBY
STATE
THAT
I
AM
THE
THAT
I
HAVE
EXAMINED
THIS
FINAL
MAP
OF "
TRACT
OF
LATHROP,
CALIFORNIA,
AND
THAT
THE
APPEARED
ON
T
HE
VESTING
TENTATIVE
MAP
NO.
FURTHER
STATE
THAT
THIS
FINAL
MAP
COMPUES
STATE
SUBDIVISION
MAP
ACT
AND
APPUCABLE
THERETO,
APPLICABLE
AT
THE
TIME
OFAPPROVAL
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
MAPS
AND
PLATS,
AT
FEE: $
BY:
STEVE
BESTOLARIDES
ASSESSOR -
RECORDER -
C
OUNTY
CLERK
SAN JOAQUIN
COUNTY,
CALIFORNIA
721
CITY
SURVEYORS
STATEMENT
I, A.
DARRYL
ALEXANDER,
HEREBY
STATE
THAT
I
HAVE
EXAMINED
THIS
FINAL
MAP
OF '
TRACT
4207,
RIVER
ISLANDS -
PHASE
2,
VILLAGE
44,
UNIT
1',
CITY
OF
LATHROP,
CALIFORNIA
AND
THAT
THE SUBDIVISION
SHOWN
HEREON
COMPLIES
WITH
ALL PROVISIONS
OFCHAPTER
2 OF
THE
CALIFORNIA
STATE
SUBDIVISION
MAP
ACT,
ASAMENDED,
AND
THAT
THIS
FINAL
MAP
IS
TECHNICALLY
CORRECT.
DATED
THIS
DAY
OF
2025. A.
DARRYL
ALEXANDER.
P. L. S
5071
ACTING
CITY
SURVEYOR
SURVEYOR' S
STATEMENT
THIS
MAP
WAS
PREPARED
BY
ME
OR
UNDER
MYDIRECTION
AND
IS
BASED
UPON
A
FIELD
SURVEY
INCONFORMANCE
WITH
THEREQUIREMENTS
OF
THE SUBDIVISION
MAP
ACT
AND
LOCAL
ORDINANCE
AT
THE REQUEST
OF
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
ON 22, OCTOBER
2024. I
HEREBY
STATE
ALL
THE MONUMENTS
ARE
OF
THE CHARACTER
AND
OCCUPY
THE POSITIONS
INDICATED
OR
THAT
THEY
WILL
BE
SET
IN
THOSE
POSITIONS
BEFORE
MAY
1,
2026,
AND
THAT
THE MONUMENTS
ARE,
OR
THAT
THEY
WILL
BE, SUFFICIENT
TO
ENABLE
THIS
SURVEY
TO
BERETRACED,
AND
THAT
THIS
FINAL
MAP
SUBSTANTIALLY
CONFORMS
TO
THECONDITIONALLY
APPROVED
VESTING
TENTATIVE MAP.DATED
THIS
DAY
OF
2025.
DYLAN
CRAWFORD,
P. L S
NO
7788
RECITALS RIGHT
TO
FARM
STATEMENT
PER
CITY
OF
LATHROP
MUNICIPAL
CODE
OFORDINANCES,
TITLE
15, 15.
CHAPTER
48. 04,
THE
CITY
OF
LATHROP
PERMITS
OPERATION
OFPROPERLY
CONDUCTED
AGRICULTURAL
OPERATIONS
WITHIN
THE
CITY
LIMITS,
INCLUDING
THOSE
THAT
UTILIZE
CHEMICAL
FERTILIZERS
PESTICIDES.
AND
YOU
ARE HEREBY
NOTIFIED
THAT
THE PROPERTY
YOU
ARE PURCHASING
MAY
BE
LOCATED
CLOSE
TOAGRICULTURAL
LANDS
AND
OPERATIONS.
YOU
MAY
BE
SUBJECT
TO
INCONVENIENCE
ORDISCOMFORT
ARISING
FROM
THE
LAWFUL
AND
PROPER
USE
OFAGRICULTURAL
CHEMICALS
AND
PESTICIDES
AND
FROM
OTHER
AGRICULTURAL
ACTIVITIES,
INCLUDING
WITHOUT
LIMITATIONS,
CULTIVATION,
PLOWING,
SPRAYING,
IRRIGATION,
PRUNING,
HARVESTING,
BURNING
OFAGRICULTURAL
WASTE
PRODUCTS,
PROTECTION
OF
CROPS
AND ANIMALS
FROM
DEPREDATION,
AND
OTHER
ACTIVITIES
WHICH
MAY
GENERATE
DUST,
SMOKE,
NOISE,
ODOR,
RODENTS
AND
PESTS.
BE
AWARE
ALSO,
THAT
THIS
PROPERTY
MAY
BE
LOCATED
ADJACENT
TOAGRICULTURAL
OPERATIONS
OUTSIDE
THE
CITY' S
JURISDICTION.
CONSEQUENTLY,
DEPENDING
ON
THE LOCATION
OF
YOUR
PROPERTY,
IT
MAY
BE
NECESSARY
THAT
YOU
BEPREPARED
TO
ACCEPT
SUCH
INCONVENIENCES
ORDISCOMFORT
ASNORMAL
AND
NECESSARY
ASPECT
OF
LIVING
IN
ANAGRICULTURALLY
REGION.
ACTIVE
2. A
SOILS
REPORT
ENTITLED '
GEOTECHNICAL
EXPLORATION,
RIVER
ISLANDS
PHASE
2,
LATHROP,
CAUFORNIA',
REFERENCED
ASPROJECT
NO.
5044. 0008
AND
DATED
17,
DECEMBER
2018,
HAS
BEEN
PREPARED
FOR
THIS
PROJECT
BY
ENGEO,
INCORPORATED,
J.
JOSEF
G.
TOOTLE,
E.
Na
2677,
AND
IS
ON
FILE
WITH
THE
CITY
OF 3. LATHROP,
TRACT
4207,
RIVER
ISLANDS -
PHASE
2,
VILLAGE
44 UNIT
1,
CONTAINS
38RESIDENTIAL
LOTS
WITH
A
TOTAL
2. OF
136
ACRES,
MORE
OR
LESS,
PARCELS
A
THROUGH
0CONTAINING
1. 836
ACRES,
MORE
OR
LESS,
PARCELS
1 THROUGH
6CONTAINING
ACRES, 4. 207
MORE
OR
LESS,
ROADWAYS
THAT
ARE
BEING
DEDICATED
BY
THIS
FINAL
MAP
WHICH
INCLUDE
2.56 ACRES,
MORE
OR
LESS,
AND
THE QUANTICO
COURT
0. 1.
TO
BECONVEYED
TO
THE
CITY
OF
LATHROP
BYSEPARATE
INSTRUMENT,
WHICH
INCLUDES
037 1.
ACRES
ON
SITE
AND
0.53 OFF
SITE,
AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
BELOW):
TRACT
4207
SUMM
AREA
ARY
LOTS
1 THROUGH
38 2.136
ACA
PARCELS
A
THROUGH
0 836 1.
ACS
PARCELS
1 THROUGH
6 207 4.
AC3
STREET
DEDICATIONS
2.56 AC3
QUANTCO
1. 0.
COURT
0. (
ON
SITE)
1. 037
ACA
TOTAL
ACREAGE
11472AC2
OIIANTCO
1. COURT
0, D. (
OFF
SITE)
0.53 ACI
4. BASED
ON
INFORMATION
CONTAINED
IN
THE PRELIMINARY
TITLE
REPORT,
ORDER
NUMBER
1214023387- LR
VERSION
4),
DATED
MARCH 2025, 14,
PROVIDED
BY
OLD REPUBLIC
TITLE
COMPANY.
TRACT
4207
RIVER
ISLANDS -
PHASE
2 VILLAGE
44 UNIT
1 A
PORTION
OFRANCHO
ELPESCADERO,
BEING
A
SUBDIVISION
OF
PARCEL
9 OF
TRACT
4149 (
44 MAP
52) ,
CITY
OF
LATHROP.
SAN
JOAQUIN
COUNTY,
CALIFORNIA
JULY
2025
Westwood 209) 571- 1765
Phone ( 1165
Scenic
Driv
e,
S
Auite
CA
Mode
st 95350o, westwoodps.
com
estwood W
Professional
Services, Inc .
TRUSTEE' S
STATEMENT
OLD REPUBLIC
TITLE
COMPANY,
ACAUFORNIA
CORPORATION,
AS
TRUSTEE.
UNDER
THE
DEED
OF
TRUST
RECORDED
SEPTEMBER
19,
2024,
ASDOCUMENT
NUMBER
2024- 079836,
OFFICIAL
RECORDS
OF
SAN
JOAQUIN
COUNTY
DATED
THIS
BY: NAME: ITS:
DAY
OF
2025.
ACKNOW
LEDGEMENT
CERTIFICATE (
TRUSTEE)
A
NOTARY
PUBLIC
OR
OTHER
OFFICER
COMPLETING
THIS
CERTIFICATE
VERIFIES
ONLY
THE
IDENTITY
OF
THE
INDIVIDUAL
WHO
SIGNED
THE DOCUMENT
TO
WHICH
THIS
CERTIFICATE
ISATTACHED,
AND
NOT
THE TRUTHFULNESS,
ACCURACY,
ORVALIDITY
OF
THAT
DOCUMENT
STATE
OFCALIFORNIA
COUNTY
OF
SAN JOAQUIN
ON
2025
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 WITHIN
INSTRUMENT,
AND
ACKNOW
LEDGED
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 S) PERSON(
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:
REFERENCES R1)
TRACT
4149,
RIVER
ISLANDS -
PHASE
2. WEST
DECEMBER 5
2022,
IN
BOOK
44 OF
MAPS
R2)
TRACT
4173,
RIVER
ISLANDS -
PHASE
2,
BOOK
44 OF
MAPS
AND
PLATS ,
PAGE
74,
S .
03)
TRACT
4231,
RIVER
ISLANDS -
PHASE
2,
BOOK
44 OF
MAPS
AND
PLATS,
PAGE
136,
R4)
TRACT
4172 ,
RIVER
ISLANDS -
PHASE
2,
BOOK
44 OF
MAPS
AND
PLATS,
PAGE
75,
S.
SIGNATURE
OMISSIONS
PURSUANT
TO
SECTION
66436
OF
THE CALIFORNIA
FOLLOWING
PARTED
HAVE
BEEN
OMITTED:
1. RECLAIMED
ISLANDS
LAND
COMPANY,
HYDROCARBON
SUBSTANCES
L
UNG
BELOW
2001- 01046177,
S. J .
C .
R .
EASEMENT
ABANDONMENT
THE
NON- EXCLUSIVE
PUBLIC
UTILITY
EASEMENT
DOCUMENT
NUMBER
2023- 045592,
OFFICIAL
BEING
ABANDONED
BY
THIS
FINAL
MAP.
PLEASE
CERTIFICATE
OF
DEDICATION
THE FOLLOWING
REAL
PROPERTY
ISDEDICATED
BY
LIMITED
LIABILITY
COMPANY,
AS FOLLOWS:
1)
PARCELS
J,
K,
L,
AND
M
FOR PURPOSES
OF
MAINTENANCE.
AND
APPURTENANCES
FINAL
MAP..
THE
CITY
OF
LATHROP
SHALL
RECONVEY
THE
DETERMINATION
THAT
PURSUANT
TOGOVERNMENT
PROPERTY
WAS
DEDICATED
DOES
NOT
EXIST.
722
PARCEL
8 (
TRACT
4235)
PARCEL
A (
TR
4244)
BULLARD
LANE
0 00'( M-)( R3 492.
DARNOCH AVENUE
PARCEL
2 DTI.
2024-39555)
RIVER
ISLANDS
PARKWAY
478 .
00( M-)( R4)
O
SCOTT
EDWARDS
LANE
52' COo
O 7n
n
a
in
52'
NT
46' 753.E41' 54 N35'
R=20008.
18' 40 " 55' 8=
930
N7159' 15" E( R)
PARCEL
9 11
472
AC
0 53' 56' N49'
E( R)
PARCEL
E
TRACT
4172
44 -
MP -
75)
R
28 '
BASIS
OF
BEARINGS
THE BEARING
OF
NORTH
35 '
54' 41"
EAST
BETWEEN
FOUND
MONUMENTS
ALONG
CALLERTON
AVENUE
AS
SHOWN
ON
TRACT
4149,
FILED
DEVEMBER
5,
2022,
IN
BOOK
44 OF
MAPS
AND
PLATS,
AT
PAGE
52,
RECORDS
OF
SAN JOAQUIN
COUNTY,
WAS
TAKEN
AS
THE
BASIS
OFBEARINGS
SHOWN
ON
THIS
MAP (
ZONE
3,
NAD83).
ALL DISTANCES
SHOWN
HEREON
ARE GROUND
DISTANCES.
04 L=275. 8
38' 11 "(37'
E
O8
52'-•
00' 118,
C2
Cl N54' 05' 19" W
954'
42'
17"
E( R)
L7
78' 4736"d=
46 L=290,
O1( 54' 19" 05'
W _
0 799. 91' -
O
R=885. On
9'
00'( M-)( R2 195.
LI72. 91'( M-)( R2
R=850, O'
a=19' 57,, . °
T
s / \ I_
w
C- 445
p5,, rM MI
I (
PARCEL
A
v't
R7)
a
O
S co
PARCEL
C
R2)
LINE
AND
CURVE
TABLES
FOR
SHOWCOURSES
N
ON
THIS
SHEET
ONLY
LINE
TABLE
LINE
DIRECTION
LENGTH
19" 05' N54
W
29' 64.
L2
19"W05' N9
36' 35.
CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
C1
83. 00
04' 1'
12"
38' 20.
C2
117. 00
04' 1'
12"
28,
73'
PARCEL
F
R2) 29' .
PARCEL
a
TRACT
4149 (
R))
MONUMENTATION
Og NOTES
0 FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"FOUND
3/
4"
IRON
PIPE
W
ITH PLASTIC
PLUG "
PLO 7788"
PARCEL
F
TRACT
4172
44 -
MP -
75)
A
CITY
Phone (
W
NOTES 1.
SEE
SHEET
2. ALL
LEGEND
00' ( 200.
61)
R1)
M -
M)
B) µ
R)
T)
D. N.
AE
CAA
E. A.
P. U E
W .
E.
S. E.
C1/ RL
0 723
AVENUE CALLERTON
4 s
BULLARD
LANE
PARCEL
HARBOR
VIEW
AVENUE
Jm NT SE2
PARCEL E
TRACT
4172
144
MAP
757
PARCEL
15 TRACT
4149
151)
IRREVOCABLE
OFFER
OFDEDICATION CONVEYED
BY
SEPAR
ATE
DOCUMENT
1. 00
ACRES -
3 SEE
NOTE 4
PARCEL P
TRACT
4149
R1)
NOTES 1.
SEE
2. SEE
3. SEE
4 THE
RIGHTAND
THE
724
PARCEL
N
2, 833
SF. E.S L26
SE LJ AS ti
I3.
PARCELA
1 8, 925
F.S
w
l (
PIT
E.
AND
E.) A.
S. E(EE
DETAIL
ON
SHEET
80 9)
AVENUE CALLERTON
R)
08 PARCEL
15 TRACT
4149
RI) I853' G10
W04' 19'
66. 00'
R )
2 2, 5
087 F.S.
853. 04' 1906
55. 08'
R=200. 00d= 55 '
18' 40,
170. 00'=55 ° R=
50' 0
23 ' p=
16" 21'
A=2;
6929' L=
I_-
0O4'
LS( T)
3. 602
S. F .
N53 '
04' 19' W
55 08 '
8 1, 689
S. F.
I
d 853° 0619' 55. 08'W 0-4 W43. 53' 04 17
08'
2, 361 N53. F.S.
04 1716/
116. 38( 0)
J
51 30'
L
J
30 67'
LJ
34. 41'
LIC6
1 65.. 50' ) 6) 5( 8= R) 6(=
50)
7.1 3
2,799
S. F.
43' IE. W
I32'50
2 1, 689
S. F.
30 67
10'
P. U. E-"
H (
811
953' 04 17" W
128
82'( 0)
PARCEL
6 SEE
SHEET
8 1 ) S. 2,457
F.
1 47. 1. 22'
83'
MONUMENTATION
NOTES
9 1
2, 904
S. F.
0)7i
18) 8
A
R) 4
R) 3
30'
O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS 7788"
FOUND
4" 3/
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED " 7788PLO @o SET STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLO 7788"
e
SET
00' 3.
WITNESS
W.
CORNER (
E.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE.
5/ 8"
x
24"
REBAR
WITH
PLASTIC
PLUG "
PLS
7788"
SET
00' 1.
WITNESS
CORNER (
E.
W.
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR
TOCENTERLINE,
17" 1.
BRASS
DISK
STAMPED "
PLO 7788"
SET
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLO 7788"
ON
1'
OFFSET
ALONG
PROPERTY
LINE.
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG "
PLO 7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED).
SET
1. 17"
BRASS
DISK
STAMPED
7788"
PLO
IN 1. SIDEWALK
00'
ONPROPERTY
LINE
PROJECTION
FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGES,
UNLESS
OTHERWISE
NOTED.
T
N
O
BUSHWIC 30'
3,57
S .
F.
N53' 04' 19" W 953" 04
119' W
I
13 .
00'
13. 00 '
LL7( T) PARCEL
B
2, 600
SF,
48702,
S. F. T
z
014 N53. 0417")( 1/
98. 00'( M))
OR
G54
P. UX10'
E.
NOTES
L25
0)
3) 10
R) 11
59' 15 " N71'
E( R)
PARCEL
I
24, 812
S. F.
3, 225
S. F .
53 '
04' 17' W
70 26'
3, 278
S. F.
8) 13
R=160. 00 0 /0- 2
3000 , 6
05j( 50s6
15 \ R)
PARCEL
C
2002
S. F
PARCEL
0 13, 835
S. F
N53`
04' 17
PARCEL
4 19784
0'
15'
30'
60'
SCALE
I' =
30'
t
R5
4,
1. SEE
SHEET
2 FOR REFERENCES.
2. SEE
SHEET
3 FOR
BASIS
OFBEARINGS
AND LEGEND.
3. SEE
SHEET
9 FOR
LINE &
CURVE
TABLES.
4. SEE SHEETS
10 THROUGH
12 FOR P.
U.
E.
S
ALONG
ACCESS
PARCELS.
PARCEL
15 TRACT
4119
R1)
8) 16
8) 17
SEE
SHEET
7 a
PARCEL
D
moo
8)
27 725
8 SHEET SEE
PARCEL
0 PARCEL
4 20
44,
co
CD
19 79, ( FF, R) 17
grs` 9NF
4643
R) 22
C2 \\
C26 R) 23(=65
50)
C
OS
a2
1, 689
F. S.
PARCEL
I
21, 689
S.
F
EEIS_
SHEET
3)
SEE
SHEET
7 1)
2 022
R) 19
R) 25
689 1,
F. S.
R) 20 6) 21
1, 715
S .
F.
A
03 o 1
24 2. 002
S .
F. ,
9 PARCEL
I
24, 612
S. F .
2, 446
F. (' S.
7 PARCEL
19 TRACT
4149
R1)
C62
C61
R) 26
6=50
00'
A=236^8' 45 ^
4206132' 470 20631'( T)
1 "=
5)
11 .
68 '
R) 45
PARCEL
8 8146
TRACT
4149
RI)
28' 45 A=56'
L=16 .
76'
00' R=17. I
RREVO CABLE
OFFER
OFDEDICATI ON
CONVEYED
BY
SEP
ARATE
DOCUMENT
1 .
08ACRESA
SEE
NOTE
4 NOTES 1.
SEE
SHEET
2 FOR
2. SEE SHEET
3 FOR
3. SEE
SHEET
9 FOR
LINE
4. THE
IRREVOCABLE
PURPOSES
ARE
MAP,
ASQUANTICO
DEDICATION
FOR
HEREON,
BUT
INSTRUMENT
5. SEE SHEETS
10 FOUND
STANDARD
FOUND
3/ 4"
IRON
O
SET STANDARD
CITY
3 SET
00' 3.
WITNESS
ALONG
LOT
ONE.
5/6 "
SET
00' 1.
WITNESS
PERPENDICULAR
TO
jf
SET
3/ 4"
IRON
PIPE
OFFSET
ALONG
T
SET
5/ 8"
x
24"
CORNERS (
UNLESS
YPLS
7788=
IN
LOT CORNERS
ALONG
726
SEE
SHEET
5 O3
PARCEL
6 7' E. - P. U.
J
89 89
PARCEL
5 0'
IP. U. E.— C. /
co 1-W W w w PARCEL
L
55 N54400'
05' 1
9"W
7) 118. 00'(
ZLll 0
O (
MM)
0 LC VILLAGE
73 TRACT
4173
R2)
30'30'
E.
of
I
C)
@
30'
I
30' C47
02' 51.
L22 10' E.P. U.
v
I
C46 112. 0) 44
91'( M')
307.
N54' OS' 19" W
91'( 7
MONUMENTATION
NOTES
O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED ' PLS
7788'
FOUND
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLO
7788 "
19 SET STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788 "
A
SET
3 .
00' WTNESS
CORNER (
W. C .),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE .
5/ 8"
x
24"
REBAR
WITH
PLASTIC
PLUG "
PLO
7788"
X
SET
00' 1.
WITNESS
CORNER (
W .
C .),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR
TOCENTERUNE,
17" 1.
BRASS
DISK
STAMPED "
PLS
7788 "
jf
SET
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLS
7788"
ON
1'
OFFSET
ALONG
PROPERTY
LINE.
T
SET
5/ 8"
x
24 "
REBAR
W/
PLASTC
PLUG "
PLS
7788 "
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED).
SET
17" 1.
BRASS
DISK
STAMPED
PLO
7788 "
IN
SIDEWALK
1 .
00'
ONPROPERTY
LINE
PROJECTION
FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGES,
UNLESS
OTHERWISE
NOTED.
PARCEL
4 N
17' 53° 04'
W
215. 39
164. 37'48' 156.
VALENTINE
LANE
NSS' OA17" W
101. 89 PARCEL 12, 619
S F.
0519' N54
W
64 29( T)
20 03
HARBOR VIEW
AVENUE
8) 32
R) 3338. 66
50') '
7 8) 41(= 65.
50') -
S9
041 .
03 05
R=65. 50' C37 8) 40 -
4, 010
S. F
R=890d 00' (
6) 36
C44- ___ _ 9°
539
L_153.7'( T)
PARCEL
K
1, 584
S.
F.
VILLAGE
41 TRACT
4173
R2)
8( 39
A- 12' 48
17'
C=197. 78
8=
885.
00'
A=
29'
59'9'
l_483. 38' (
147')
88'
37 2,026
S. F.
W
NOTES 1.
SEE
SHEET
2 FOR REFERENCES.
2. SEE SHEET
3 FOR
BASIS
OFBEARINGS
AND
LEGEND .
3. SEE SHEET
9 FOR
LINE
AND
CURVE
TABLES.
THE
IRREVOCABLE
OFFER 4. OFDEDICATION
FOR OF— RIGHT WAY
PURPOSES
ARE DEPICTED
ON
SHEETS
6,
7 AND
8 OF
THIS
FINAL
MAP,
ASWANTICO
COURT,
SAID
IRREVOCABLE
OFFER
OFDEDICATION
FOR RIGHT— OF— WAY
PURPOSES
IS
NOT
DEDICATED
HEREON,
BUT CONVEYED
TO
THE
CITY
OF
LATHROP
BYSEPARATE
INSTRUMENT
CONCURRENTLY
WITH
THE
FILING
OF
THIS
FINAL
MAP .
5. SEE SHEETS
10 THROUGH
12 FOR
P .
U. E .
s
ALONG
ACCESS
PARCELS.
Na
32 4$59, 3, 557
F. S.
8=50. 0
a
S66
sH6sr6
PARCEL
I
21. 889
S. F .
SEE
SHEET
3)
W oPARCEL
H
1, 553
SF.
8) 35
10 98'
NA7' 24
R) 38
29'
59'95
FA4' M `
3) L16(
920
9 0
PARCEL
J
8) 37
8( 47 -,
W
t
TRACT
IRREVOCABLE
OF
DEDICATION
BYCONVEYE D
SEPARATE
DOCU
ME
1. 08
ACRES3
SEE
NOTE
4 N10. 34' 29
16 34. 92'
R=885. 00
1 ' G=
34' 43"
L=24 .
38'
727
AVENUE CALLERTON
4 vti SE
2 BULLARD
LANE
1907. 7)03' ( E 41 " 54' N35 '
OO
SCOTT
EDWARDS
LANE
472
96'
PARCEL
N
x
033
SE
r126g
5 52'
I
3'
W. E. E 41 " N35154'
PARCEL
M S. 1,973
F.
52 4
9 PARCEL
A /
PARCEL
6 34. 424
SF. N63' P. UE- 10' 123. 99'
04' 17' W
7' E. - P U.
1 1
N53' T4' 17 "
W
059( 6-
9000'( 6- M) /
o
L25
I
H
C57 /
b
430.
C54}
C5h5-
C58
1 30' ;,
c
10' U. E- P.
I
PARCEL5 '-
530' (
D30'
32. 517
F.5.
SEE
DETAIL
B
ON
SHEET
9 3' 83'
W. C
PARCEL 915 F. S. 00'
195. M
6-
307. 91'N54' 05 19" W
IT)
VIEWHARBOR
AVENUE
TRACT
417
7 3
VIL
IR2)
1-0'
P. U E
9 PARCEL 1. 4 ACK80
S!
R) 45
PARCEL
0 835 13.
S. F
N53' 04 17 '
W
19784'
P.( 7F,,.7
17" 3153' 04 W
3 15'- v
pUfy
7' D=
31' 55"
00'') R=113.
K
953' 0817 W
182. 60
PARCEL
3 C52
12, 048
S8.
N53'
04'
17'
W
125
84'
on
N53' 04' 17" W
215.
39'
37. M)
9'
o
VALENTINE
LANE
o
PARCEL
2 SEE
SHEET
7)
u, I
112
91'( M -
M )
0 SEE
DETAIL
A
ON
THIS
SHEET
33 PARCEL
K
85999' R=
a_
29'
5959• L=
445.
MI \ o5' r,. I
VILLAGE
41 TRACT
4173
IRO)
NOTES 1. SEE
SHEET
2 FOR REFERENCES.
2. SEE
SHEET
3 FOR
BASIS
OFBEARINGS
AND LEGEND .3. SEE
SHEET
7 FORMONUMENTATION
NOTES .4. SEE
SHEET
9 FOR
LINE
AND CURVE
TABLES.
5. THE
IRREVOCABLE
OFFER
OFDEDICATION
FOR RIGHT— OF WAY
PURPOSES
IS
DEPICTED
ON
SHEETS
6,
7 AND
B
OF
THIS
FINAL
MAP,
ASDUAN11C0
COURT,
SAID
IRREVOCABLE
OFFER
OFDEDICATION
FOR RIGHT— OF WAY
PURPOSES
IS
NOT
DEDICATED
HEREON,
BUT CONVEYED
TO
THE
CITY
OF
LATHROP
BY
SEPARATE
INSTRUMENT
CONCURRENTLY
NTH
THE
FILING
OF
THIS
FINAL
MAP .
6. SEE SHEETS
10 THROUGH
12 FOR
P .
U .
E .
s
ALONG
ACCESS
PARCELS .
30'
P. U. E
Li
BIT) C60
PARCEL
15 TRACT
149 4_
511
24 73' N10. 34' 29 E
34. 92'
R=885
OD 34' 43" 1' A=
L=2438' 40'
C65( T)
11. 68'
R) 46 D=56 '
28' 45
L=16 .
76'
00' R- 17.
IRREVOCABLE
OFFER OF
DEDIC
ATION
CONVEYED BY
SEPARATE
DOCU
MENT
1. 08
ACRE52
SEE
NO
TE
5 PARCEL TRACT
4149
R1) SEE
DETAIL
B
ON
SHEET
9 PARCEL
L M- 195. D0'(
M) YIO
1. CO
30 728
LINE
AND
CURVE
TABLES
FOR
COURSES
SHOWN
ON
SHEETS
5THROUGH
9 LINE
TABLE DIRECTION LEN
LINEN
GTH N19° LI
24' 01" W
23.9'
L2
N
38321' 1
1336'' E
5'
L3
4026" EN72°
31. 05 N36° L4
55' 41" E
26. 83'
L5
N
53° 04' 18" W
2600' N36° 554L6
3"E
2004'
L7
N
17" 53° 04'
W
2600'
L8
N53304' 7
0W
2741'
L9
N
65° 5646"E
445'
L
70 N24 °
14" 03'
W
26. 00' 054° L11
47' 54' E
26. 00'
012
N35° 17' 43" W
1457'
L13
N35. 7
743" W
1322' 5154° L14 54' 41
E
26. 00'
015
N
54. 477
7E
37. 00'
L16
083° 12' 33" W
3347'
L77 29.
6154. 0' 19" W
12'
L18 2446'
N38341' 02" W L79 53. 5/ 18"39'
W
1684' N9° L20
05' 19' W
3536'
L27 5441" N35.
E
600'
L22 39' N41° 13'
870'E
L23 IT
N84304' 4
34. 00'
L24
N7° 15' 73' W
3586'
L25 3. N 5.
04' 1
7'' W
5600'
L26 19' N54. 05'
W
300' N35° L27 2624' 50" E
72'
L28
N
89' 45 57 '
E
2733'
L29
N
35° 17' 40" E
7878' N30° 09'L30 26.8'
08" E
RADIAL
BEARINGS
LINE #
DIRECTIO
N
6) 1
N31 °
36'7' E
R) 2
7546° 4344" W 8)3N68° 30' 22 "
W
6)4N54°18E24'754 R) 5N16°43'16"W
056
2°3628" W
R) N87' 7
02 08" EN31° R) 8
49' 597 N40° R) 9
01' S" E
8) 10
N
63° 58' 06" E N72° 6) 11
30'6" 6 5152° R) 12
47 ' 21'
E N39° R) 13
31' 57" E
R) 14
36" N57° 08'
0 N39°
158)
16' 75" E N50° 6) 16
30' 41' 5
8) 77
N
56° 56' 38' E
R) 18
59' N61. 18'
5 N56° R) 79
44' 13" E N53°
16) 20
12'5" E N50° R) 2113' 30' E
R) 22
47' N4037'
E N79° 6) 23
26'0" W
R )
N2. 24
55' 1
1"E N46° 6) 25
10' 21" E
AVENUE CALLERTON
RADIAL BEARIN
GSLINE N
DIRECTION
26R)
N37 °
38' 11 '
E
6) 27
N38 °
32' 1" E
R) 28
837 °
41' 29" W
R) 29
N79 °
52' 01 "
W
8) 30
N45 °
77' 25" W
8) 37
N50 °
44' 7
7"W
R) 32
N8 °
26' S3 W
R) 33
83 . 39' 17W
R) 34
N62 °
0130 "
6 R) 35
N45 °
4620 "
E
R) 36
N43°4603 " E
8) 37
N
54. 42' 77''EN48° R) 38
SB"E42' N41° 8) 39
20' 04
5N81° R) 40
12' 27' E
R) 41
N
49. ' 21° 49'
6 - N523R) 42
2 147E N41° R) 43
32' 34'
E N49° R) 44
58'3" E N78° 8) 45
2638" E
6) 46
N
21° 20' 42" E
6) 47
N
56. 7
7' 00" E
3' B.-
W. E PARCEL
IN
3' x3'
W .
C.
9 CURVE
TABLE
CURVE A
RADIUS
DELT
A
LENGTH
Cl
8700'
15 °
26' 05"
23. 44'
02 65. 50'
25 °
5354"
29 .
61'
03 6550'
25 °
53' 12"
2959'
C4
65. 50'
48 °
33' 75"
55.7 '
05 65. 50'
20 °
3148"
23. 47'
06 30. 0'
1028' 4"
9 .
15'
C7
12 .
00'
90 °
00'1 "
1885'
38 40 .
00'
57 °
00' 38 "
3561 '
09 40 .
00'
27 °
19' 43"
7908'
010
4000'
4 °
54'9"
3 .
43'
C11
40. 0'
83 °
15' 20 "
58. 12 '
C12
20 .
00'
34 °
79' 0 "
17. 98'
013
3500'
39 °
5333'
2437
014
8700'
15 °
2605"
2344'
015
17000'
8' 32'0"
532
4'
016
16000'
2°36' 14
727
017
16000
17 °
36' 40"
4918'
C18
76000'
8 °
48' 10"
24. 58'
019
8700'
15 °
2605" 2
344'
020
65. 50'
6 °
25' 57"
735 '
C21 65. 50'
43° 37'03 "
4986
022
65. 50'
47° 44' 57"
4773'
023
65. 50'
17° 4927"
2038'
C24
590.
70'
4°30' 76"4644'
C25
00' 51° 32.
46'3"
2892'
026
58. 00'
7°04'7"
776'
C27 3° 590. 70'
31' 58"
36. 42'
C28
59070' 2°
58' 46
3072'
C29 590.
70 4°
0309"
47. 78'
C30 8700' 15°
26' 05"
2344'
C31
8700'
9°59' 1
15. 17'
032
8700'
5°26' 4"
827
C33
8700'
15° 2605"
2344'
PARCEL
5 N54
W05' 19"
118. 00'(
T)
N54' 05 19
W
8730 HARBOR
VIEW
AVENUE
DETAIL
B
FROM
SHEET
8 1°= 20')
CURVE
TABLE
CURVE #
R
LEN
GTH ADIUS DELTA
034
6550'
42 °
1718"
48. 34'
C35
65. 50'
4 °
47' 36"
5. 48'
C36
65 .
50'
25 °
29 '
06"
29. 13'
037
65 .
50'
19 °
44'3
2257
C38
65. 50'
10 °
4715 "
1233'
C39
2700'
7 °
79' 36 "
3. 45'
040
5300'
26 °
3033" 24 .
52'
041
8700'
15 °
26 '
05"
2344 '
C42
890. 00
2 °
00' 17 "
31. 14'
043
890. 00'
2 °
41'3 "
41. 87'
890. 00'044
5 °
0939"
8017'
045
27000'
5 °
7858"
25. 0'
C46
83. 00'
14 °
04' 12 '
20. 38'
C47
11700'
14 °
04' 12"
28. 73'
C48
30000'
5°78' '
2783'
049
33000'
5 °
18 '
58'
3062'
C50
27000'
4°17 '
56'
2026'
C57
30000'
4 °
77' 56"
2251'
052
33000'
038'8
942 '
C53
12 .
00'
72°3' 49'
73' 15.
054
12 .
00'
90° 0 '
00"
18 85' C55
10000'
2°0' 32"
409'
C56
700. 00'
26 °
40' 31 "
4656'
057
100
00'
29301' 03"
50 65'
C58
12. 00'
78 °
45 08'
1649'
C59
73000'
29 °
01'3"
6584'
C60
885. 00'
5 °
59' 20"
92. 50'
C61
50 .
00'
713° 34 '
42"
99 .
72'
C
62 090
70'
03809"
7872'
C63
4800
35 °
11' 09 '
2948'
C64
2000
54° 28' 11"
1901'
C65
50. 00'
236°8' 45"
20637'
C66
50. 0'
122° 54' 0
10725'
U
30'
to
4 PARCEL
A
3 2
i3' r•
W. E PARCEL
M
34 ' 259. E 45 ' 21' N37 °
7353'0417W
2 47'
DETAIL
C
FROM
SHEETS
5 &
8 1' =
30')
PARCEL
6 NOTES SEE
SHEET
SEE
SHEET
SEE
SHEET
NE
DEPICTED
ON
SAID
NOT
SEPARATE
SEE SHEETS
729
I
I
I
I
I
I
I
635° 5441
E -
i
32. 63' .,-
1600'-. `
16. 1467' -
00 10. 01' )
P. U E
LOS
P. U. E
PARCEL
I
P. U. E
Iz
653' 04 25 W
1244
N
18. 10'
36" 55' 39" E 6
13. 00
13 .
00'
N53 °
04' 18' W I
26 0017) N53' 5. 04' 26' W N53" 00'
26" W04'
5. 00- 00" N36" 55'
2. E N53" 23'-
25' W04
5. 00'
F
35" 036' 5635" E N36° 55'
E
4.17- 5_ , 04' 25"
N53°
5. 00' W
1 I ?
EN36° 55' 34"
7. 83'
5 5.
N53' 04 25" W
00-
2 N
25" N53° 04'
W
5. 00 `_° _
636° 55' 3" E
2. 67' •
5 1
N36' 5535" E
2.46 P. U E
653' 04' 25 W
50Oo
653° 0625' W
5.007
n
5456" E N36° _ 2 N53° 4
04' 25" W
7I300'—'
I"
P. U. E
lr 636' 5035' E
13 J,' 96'
N53° 04' 25
W
1 162'
PARCEL
A U. EP.
AND 653" A. E) 17 "04'
W
116
38'( 7)
60 f
L13
J
F
L10
653° 25' 05
W
J
L12
1"
L11
24 62'
636
5543E
500
653' 04 17"60.')// -
416° 04' 17 W
3 7_
r
U.
E.
P.
513'
1105,
U
5712
31 .
51 al '
5. 04'
P. U .
E.
4 T
I `
553' 04 12 "
W
12 .
44'636 ° 55' 44" E
18.0'
N36 ° i55' 41" E
455' 7
N53 °
04 '
12" W
5. 00'
653° 04' 12 W
500'
r
636° 56' 23 "
E
2. 2
553 °
04' 12" W
5.00 Il -
636 °
55' 48 "
E
0. 17
F
I""-- N36 °
55' 48" E
4. 17'
WN53" 04' 12"
5 .
00 N36 ° 3-
E55' 48
87. 0
o
T
N53 °
04' 12 "
W
5. 00
6 UrN53° 04' 12 "
W
50 0
II /
P. U. E
w )
4N36° 48 " 55' E
2 67' 6Jh."- 36"55'48E
2 46 '
in
o
N53° W04' 12"
500
rN53" 04' W12'
500
L
N36° 56' 27" E
2.00 0
l' --
12" 53° 06'
3. W
00'
9 4I."— N36° 55' 48" E
10. 96'
P. UEjNS30OU0
14' 6=
11"28'
P.
03' 3. L=00' / R=12.
E. /
U.
L65 rITL4 -
L3
653°
04' 1?'
W
2 46
1 SET
1' .. 1W6" CE43' 518
OF
CORNER
SET 1'
W.
C.
36' 28" E542'
OF
CORNER
N5
2'
55'27 " E( R)
0'
10'
20'
40'
SCAL
E
I' =
20'
PARCEL
1 zI
N53° 04' 18" W
71244'
P .
U. E .
N36° 55' 46 "
E
181EN36' S5 43"
3. 28'
13. 00 '
13 00'
1. 56'
2 653 `
04' 19
W
500
N53° 04' 17 °
W(' 10'
w
26 .
00'( 7)
NIA.
653° 04' 19" W
5 ,
00' ,
m
N36° 55' 07 E
2 23'
w
m1 °
WN53° 04' 10"
5. 00
j
N36 °
55' 42 "
E
0. 16
N36 °
E55' 62"
4. 17'
L ''
YN53 °
04' 18 '
W
I5. 00'--
N36 °
E55' 41"
117. 83'
v
1 1
553' o418 "
W
S
00 ]
1 g
P. U .
E.
7 P
o
m
a
N53 °
04' 18" W
5 .
00,
N36° 55' 42 6
2 .
67'
N36 °
E55' 42"
2. 46'
N53° 04' 18" W
5 .
00 N53 °
04' 18" W
5 .
00'
10 636 °
55' 03 "
E
2 .
00 1
T
605 aw
NS3° 0R18 '
W
3. 00-.'.
m
N36 '
S5' 42 "
E
96'-' 10.
1 \
p
U .
E .
P
N53"04'18 "
W
2 .
s02-
MONUMENTATION
NOTES
P
I
l `
553" 04 '
17' W
5. 0
6N36° 55' 43"
7 .
83'
653 "
04 '
W17"
5 .
00 '
P. U. E
o
rN53 °
W04' 17"
5. 00'
Y -
N36 °
55' 43 "
E
2. 67'
y
I
J5—N36° 55' 43 "
E
246'
w
oI- N53° 04' 17 "
W
5. 00
T
L653° 04' 1716/
500
N36° 56' 21 '
6 2 .
00 53" 04' 17 W
3. 0
0 14
r•-- N36 °
55 '
43" E
10. 96'
N53 °
0417" W
2.00 O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788 "
FOUND
3/
4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLS
7788 "
00 SET STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLO
7788 "
I.
SET
00' 3.
WITNESS
CORNER (
W. C),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE.
5/
8"
x
24"
REBAR
WITH
PLASTIC
PLUG "
PLO
7788" SET
00' 1.
W
ITNESS
CORNER (
W.
C.),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR
TOCENTERLINE,
1. 17"
BRASS
DISK
STAMPED "
PLS
7788"
SET
3/
4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED '
PLS
7788'
ON
1'
OFFSET
ALONG
PROPERTY
LINE.
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG '
PLO
7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWSE
NOTED).
SET
1. 17'
BRASS
DISK
STAMPED
PLO
7788"
IN
SIDEWALK
00' 1.
ONPROPERTY
LINE
PROJECTION
FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGE.
UNLESS
OTHERWISE
NOTED.
p' T
15 16
N65° 56' 1 "
P .
U.
N24. 0214"W
N65° 56 '
46 '
E
N24 "
03' 14 "
L20
N65° 56' 4" E
2 .
46 P. U E
WN24° 03' 14
5 .
00 N24° 03' 14 "
W
5 .
00'
N65° 56' 07 '
E
2 L19--""'"' L17
730
N65° 56' E20"
10 31'P. U. 20
E.
N24° 03' 14" W
05. 00' 7.
1465' 5 4 E
8D--'' 14" N24` 03'
W
L30
N65' 56 4" E
2 46'
P. U E
19 O5. N24° 03' 14 N24° 00'
03' 14" W N65' 5. 00 07" S6'
E
L28 26
SET
1'
W.
C.
26'0" WN79"
OF CORNER
6n9' o0" EfR)
PARCEL
I
77 31'5 "
59 '59, E( R)
7 3°
N65' 44. 07 "
E
740'N24°14 '03' O18. 40'
P. U E L32
L61 -
4-7i6„,-
0 L59J
N35' 17 28 W
200'
P. U. E
N35° 18' 06" W
46'2.
21 22
N35° 18' 06" W
2.67'
N35° 19' 08 W
417'
1062 `
76° p_
L -
L37
L39 673, L38- <
4) 0136, 6,
49,: 3; 06
L33
P. U. E . L36 -
h -
L34 L35
26 MONUMENTATION
NOTES
L56 253 /
N54" 41' 54" E
f
500
N35' 18413/
16' 4.
25 Q
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"
FOUND
3/ 4'
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLS
7788"
o
SET STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
7788'PLO
e
SET
00' 3.
WITNESS
CORNER (
W. C.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LINE. LOT
5/ 8"
24" 0
REBAR
WITH
PLASTIC
PLUG ' 7788"PLO
X
SET
00' 1.
WITNESS
CORNER (
C. W.
INSIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR
TO
1. CENTERLINE,
17'
BRASS
DISK
STAMPED "
PLS
7788'
X
SET
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED ' 7788 PLO
ON
1'
OFFSET
ALONG
PROPERTY
ONE.
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG "
PLO
7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED). 17' SET
BRASS
DISK
STAMPED
7788" PLS
IN
SIDEWALK
00' 1.
ONPROPERTY
LINE
PROJECTION
FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGE,
UNLESS
OTHERWISE
NOTED.
T
2,
L5
L51 L52
47 7
4L46-
U45
N54° 41' 54 "
E
23 N35 °
19' 08 "
W
0.16'
N35' 18 06 '
W
5 .
00'
N54° 41' 54" 8
5. 00'
N35° 18' 41" W
23' 2.
Lae L41
C43
T
7606,_.
777
Prr
24 26' WIDE E. V A .
E,
SET
1'
W. C.
49'" E521
OF CORNER
33' 54" A=2'
38' L=3.50_ , R=75_
N1
B' S0' O6" E
1770
N35° 18' 06" W
13. 96'
N54° 41' 54" E
3.00-'
N35° 17' 28" W
200'
N35°
33 32
y,
5 23' 38" 0=13'
L=
12. 39'
00' R=53.
2 00' L115
200'
27 I
28 N35' 18 45
1"
L64 63
isL67L65
P. U. E N35° 16' 0" W
2 .
67 N35° 18' 06" W
4 .
16'
LAB
L70
L69
777
PE. (
P.
P4A
CFF
y
0DR7
qN0
76, 0o,
N35 °
leb .
4' F)
St
o.
609900016.0p70
7 - - .
1- L83 4'
144, 9
P. U. E
L
L82 --
T
P ,
U ,
F
635' 18 06 W
2 .
46'
L84 (
q
N54 "
41 '
54' E 5
00 N35° 18' O6 '
W
4 IT
31 P .
U .
E .
74 78.
L106
U, 954L103—' u02 _. L1o4-
1 L103L101—'/
WN35' 18 04"
245
296 .
35 29
635° 18' 06" W
0 .
17 N54 °
42' 0 '
8 5
00'
N35 °
18' 06' W
2. 50'
L7543- 17\r3 .
10'
W —
L79
L80
I
RO7.
N54 °
E41' 54"
0 >
3 5. 00 /
N35 .
18 . W06"
0. 16 '
N54341
64 '
6 12. 44' //
N35 '
18' 06' W
4. 99'_
30 1116' e62. U.
03$ °
7806. ,,
1435^
iP PAAND 4E.)
7g' Ds
i60p, ^
w
77 P.
U. E.
L113
14404
338)
7. 48'
LI
2-..
W18' O6'
2 46'--/ E114
077j PQE
N54° 41'
S4'
7'/ E_0'
5. 0N35318'
0668/
N35'
18'
06'
4. 17'-
37 76. 00\
99 oor2. 70'
L100
46>
7PU, EC9
J
1 N54 °
41' S6 '
EJ'(
5 .
00'
L95 L96
N35° 18 '
04' O
16' 4.
34 U"
18. 00
0 o
P' 016
m4
4. 07'
N
193375_
N35' 18 04 "
W
17 ' 0.
17 --
W162508' 04"
9 46'
33 PAR
i
968?6\ A%
CF(
N
ko
06 •
w
7 N
A/
LL08
I'
L1091,( y
LL110
L107 -''"
r /
N35° 18' 06 W
0 16' ( ",
9733, /
N35' 180 W
18. 10) /
654341' 54"
E
1244' /
05. 6
j6° 6
W
36 2349,
2 9.> 6,
35 W
H
731
LINE
AND
CURVE
TABLES
FOR
COURSES
SHO
WN ON
SHEETS
10 AND
11 ONLY
LINE
TABLE DIRECTIO
LINE #
N36° 554LENNGTH 3"E
2. 00'
L2 3. N. 5 7" 04' 1
W
1096' N36° L3
55' 43£
3 00' N53° L4
04' 56" W
2 00'
15 43' N36. 55'
5. 0
00'
L6 43" N36° 55'
E
5. 00'
17 77" N53' 04
2. W
67' N36° L8 5. 55' d3 E
00' N36° L9
55' 43' E
500'
L70
N
53° 18" 04'
W
783'
L17
N
36° 5.
5543' E
00' N53° L72
04' 181
2. 50'
L13
N36° 55' 43 E
5. 00'
614 43" N36° 55'
E
500'
LIS
N
53° 04' IB W
7 83'
Lib
N
36. 55' 43" E
500
617 14" N24° 03'
W
2. 00'
L18
N65° 56' 4" E
1096'
L19
N
24° 1"03' 3. W
00'
L20
N65° 56' 4 E
2. 67' N24° L27 14" 03'
W
5. 00' N65° L22
56' 48" E
899'
L23 14' N24° 03'
W 00'5.
L24
N
65° 56' 46" E
2.46' N24° L25
03' 14" W
500' N30° L26 2. 11' 21" W
01. L27 564N65°
6' E
7096' N24° 03'L28
14" W
300'
629
N
65° 56' 4 0
2. 67
L30
N24° 03' I4 W
500'
LINE
TABLE
LINE
DIRECTION
LENGT
H
031
N35 °
18 '
06" W
73. 96 '
L32
N54. 4
7' 54 "
E
3 .
00'
L33N35 ° 1845' W
200'
134
N5 4° 54 "
E
5. 00'47L35
N5419
I'S4" E
500 'N35°L36 78O6" 246'WL37
N
54. 41'54" 5. 00'6 L38
N
54. 41' 54 ''
E
500'
L39
N
54° 47' 54" E
5.00'
L40 06' N35° 18'
W
7 83'
L41 753"
N54, 4
E
5. 00'
L42
N
54. 47' S3 E
5. 00'
L43
N
35° 18' 02" W
78. 10' 14454"
N54° 41
7244'E N35° L45 06" 18'
W
985'
L46
N
54° 54" 41'
E
5. 00'
L47
N
35° 18' 06" W
783' N54° L48 500'
41' S4" E N54° L49 54" 47'
E
5. 00'
150
N
35° 06' 18'
W
2 50'
L51
N
46" 54° 47'
0 500' N35° L52 14" 18'
W
017 N35° L53
18' 06" W
783' N54° L54 500'
41' 54' E N54. L55 54" 47'
0 500'
L56
N
35° 2.
1806" W
67 N54. L57
4 754'' E
500' N54. L58
4 754'' E
500'
059
3. N54. 47' S4" E
00' N35° L60
18' 06" W
1096'
LINE
TABLE
LINE #
DIRE
CTION LENGTH
L67
N54 .
41 54 "
E
200'
L62
N54 °
41 54" E
200'
163
N35 °
78' 06 "
W
10 ,
96'
164
N54. 4
754" E
300'
L65
N54 .
4 7' 54 "
E
5.00'
L66
N54 °
4 1' 54 "
E
5. 00'
L67
N35 °
18' 06 "
W
246'
L68
N54° 41 '
54 "
E
500'
169N54 ° 41' 54" 6
500'
170
N54 °
47' 25" E
500'
171
N35° 18 '
06" W
783'
172
N54 °
4154 "
6 173
N54 °
4 7
54" E
174N35° 783'18'06'WN54°175 47' 25" E
5 00'
176
N
35. 78' 06" W
177
N35. 78' 10 W
1810'
L78
N54. 4
154" E
5. 00' N54. 179
4 7' 54" E
5. 00'
L80
N35° 17' 31 W
2 23' N35° L87
78' 06' W
7 83'
L82 4N54.
S4" 7'
E
5 00' N54°
L83 54' 47
E
500' N35°
L84
78' 06" W
267
L85
N
54° 41' 54" E N54°
L36
47' 54" 0
5. 00'
L87
N
35. 1
28' ' 7'
W
200'
L88
N54° 47' 54 E
3. 00'
L89
N35. 7
8' 06. W
7096'
190
N
35° 17' d3 W
7322'
LINE
TABLE
LINE #
DIRECTI
ONLENGT
H
L91N54. 56' E
500'
L92
N35 °
18' 04" W
783'
L93
N54° 4156' E
500' 5. 00'
194N54° L95
N35° 18' 04" W
2. 50'
L96
N54° 41'7 E
5.00'
L97
N35 .
78' 04 "
W
783'
L98
N54. 4
7' 56" E
500'
L99N54° 56 ' 4741'56'E47 E
5.00'
L700
N35° 18' 04" W
2. 67
L707
N54° 4I' 56" E
500'
6 702N54°41'56'E
500'
0703
N35° 17' 26 "
W
2.00'
1104
N54° 47' 56" E
3.00'
L705
N35° 18' 04 W
1096'
L106
N54° 41' S6" E
200 '
1107
N54° 41' S4 E
5.00'
L708
N54 °
41' 54" E
5.00'
L109
N35°1737 "
W
223'
L110
N54° 41' S4' E
5.00'
L771
N35° 18' 06" W
783'
L112
N54 °
41' 54" E
5.00'
L113
N54. 4
154 ''
E
5 .
00'
0714
N
35. 18' 06' W
2. 6
7 L175 N54°
47'
54" 0
5. 00'
L116 N54°
41' 54" E
500'
CURVE
TABLE
CURVE #
ADIUS R
DELT
A
LENGTH
CI
590
70'
2°4546"
2848'
732
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
EXHIBIT " B"
TRACT 4207 VILLAGE 44 UNIT 1 AREA
733
VILLAGE 3
VILLAGE 2
FUTURE
SCHOOL SITE
EXHIBIT " B"
TRACT 4207
VILLAGE 44 UNIT 1
VICINITY MAP
734
SEPTEMBER 2025
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
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, 000,00 for each occurrence and $ 2, 000,00in 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.
735
01 LENGLISH
ACORO CERTIFICATE OF LIABILITY INSURANCE
DATE ( MM/ DD/ YYYY)
9/ 10/ 225
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
CONTACT ONT CT
PHONE FAX
Ext): ( A/ A/ C, No): E- MAIL
ADDRESS:
INSURER( S) AFFORDING COVERAGE NAIC #
INSURER A: United Specialty Insurance Company 12537
INSURED
River Islands Development Area 1, LLC
73 W. Stewart Rd.
Lathrop, CA 95330
INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURER F :
REVISION NUMBER:
v v
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/ YYYY1
POLICY EXP
MM/ DD/ YYYY) LIMITS
A X COMMERCIAL GENERAL LIABILITY
X
ATN2418343P 3/ 19/2024 3/ 19/ 2027
EACH OCCURRENCE 2, 000,00
DAMAGISEES ( T
PREM RENTEDoccurrence) O
Ea CLAIMS - MADE X OCCUR 50, 000
MED EXP (Any one person)
0 PERSONAL & ADV INJURY 1, 000,00
GENERAL AGGREGATE 2, 000,00
GEN' L AGGREGATE
POLICY
OTHER:
LIMIT APPLIES
JECT
PRO
PER:
LOC PRODUCTS - COMP/ O AGG 2, 000,00
AUTOMOBILE LIABILITY
SCHEDULED
AUTOS
NON- OWNED
CMINED Ea accdentSINGLE LIMIT
BODILY INJURY ( Per person)
BODILY INJURY ( Per accident)
ROPERTY DAMAGE
Per accident)
UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS - MADE
EACH OCCURRENCE
AGGREGATE
DED RETENTION $
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/ PARTNER/ EXECUTIVE
OFFICER/ MEMBER EXCLUDED?
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
DESCRIPTION OF OPERATIONS / LOCATIONS/ VEHICLES ( ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Tract 4207
City of Lathrop, its officers, City Council, boards and commissions and members thereof, its employees and agents are included as Additional Insureds as 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
ELLATION
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
736
POLICY NUMBER: ATN2418343P COMMERCIAL GENERAL LIABILITY CG 2012 0413
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 rec uired 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:
1. 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.
b.
Bodily injury", "property damage" or
personal and advertising injury" arising
out of operations performed for the
federal government, state or
municipality; or
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
737
Office, Inc., 2012 Page 1 of 1
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
738
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
739
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4207 Village 44 Unit 1
EXHIBIT " D"
LAKE HARBOR WEST VILLAGE 44
UNFINISHED IMPROVEMENTS AND FULL IMPROVEMENTS COST ESTIMATE 740
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
Westwood
ENGINEER' SBOND ESTIMATE
COST TO COMPLETE
RIVER ISLANDS - PHASE 2
VILLAGE 44
CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description
1 Monuments ( 0% Completion)
2 Striping ( 0% Completion)
3 Utility Iron Raising/ Cleanup (0% Completion)
Notes:
1) Estimate for cost to complete based on contractor' s note for Village 44 as of date 9/ 12/ 2025 main ( 925) 223- 8340
September 12, 2025
Job No.: 25505- 89
Quantity Unit Unit Price Amount
1 LS $ 6, 520. 0 $ 6, 520. 0
1 LS $ 8, 450. 0 $ 8, 450. 0
1 LS $ 10, 000. $ 10, 000.
TOTAL COST TO COMPLETE $ 24, 970. 0
westwoodps. com
888) 937- 5150
N:\ ODE\ Pleasanton \ 25505 - River Islands\ Phase 89 - Phase 2 Village 44 GP & IP\ Words & Excels\ Cost to Complete \2025- 09- 12\2 Ph2 Village 44 Cost To Complete. xs\ Improvements 741
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
Westwood
Item Description
DRAFT ENGINEER' S OPINION OF PROBABLE COST
VILLAGE 44
PHASE 2
RIVER ISLANDS
CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
main ( 925) 223- 8340
April 22, 2024
Job No.: 25505- 89
Quantity Unit Unit Price Amount
SITE PREPARATION
1 Mobilization°
2 Clearing, Grubbing, Stripping, and Site Preparation
3 Erosion Control
4 Demolition ( budget)
a) Field Inlet
b) 24" Storm Drain Pipe
Subtotal Site Preparation
Grading
5 Earthwork
6 Import
7 Finish Pads
STREET WORK
8 Fine Grading
9 4. 5" AC Paving
10 6" Aggregate Base
11 8" Aggregate Base
12 Vertical Curb and Gutter (with AB cushion)
13 Rolled Curb and Gutter (with AB cushion)
14 Concrete Sidewalk
15 Driveway Approach
16 Handicap Ramps
17 Survey Monuments
18 Traffic Striping & Signage
19 Dewatering (budget)
Subtotal Grading
Subtotal Street Work
1 LS $ 139, 040. $ 139, 040.
11 AC $ 1, 000. $ 11, 000.
11 AC $ 2, 500. 0 $ 27, 500. 0
1 LS $ 3, 400. 0 $ 3, 400. 0
2 EA -
30 LF
180, 940. 0
5, 400 CY $ 5. 00 $ 27, 000.
9, 100 CY $ 5. 00 $ 45, 500. 0
143 EA $ 600. 00 $ 85,00. 0
158, 300. 0
98, 400 SF $ 0. 45 $ 44, 280. 0
53, 300 SF $ 2.5 $ 119, 925. 00
11, 500 SF $ 0. 90 $ 10, 350. 0
53, 300 SF $ 1. 20 $ 63, 960. 0
560 LF $ 15. 00 $ 8, 400. 0
2, 610 LF $ 15. 00 $ 39, 150. 0
15, 900 SF $ 5. 00 $ 79, 500. 0
20 EA $ 600. 00 $ 12, 000.
2 EA $ 2, 500. 0 $ 5, 000.
6 EA $ 300. 00 $ 1, 800. 0
1, 680 LF $ 5. 00 $ 8, 400. 0
1 LS $ 100, 00. $ 100, 00.
492, 765. 00
N:\_ ODE\ Pleasanton\ 25505- River Islands \ Phase 89 - Phase 2 Village 44 GP & IP\ Words & Excels\ Cost Estimate\ VILLAGE 44 COST ESTIMATE\ VILLAGE LL westwoodps. com
888) 937- 5150
742
Westwood
Item Description
STORM DRAIN
20 Catch Basins ( type A inlet over type I manhole base) 21 Catch Basins ( type A inlet over type 11 manhole base) 22 15" Storm Drain Pipe ( polypropylene)
23 18" Storm Drain Pipe (polypropylene)
24 24" Storm Drain Pipe ( polypropylene)
25 30" Storm Drain Pipe (polypropylene)
26 36" Storm Drain Pipe ( polypropylene)
27 Manholes ( type I)
28 Manholes ( type II)
29 Connect to Existing
30 Storm Drain Stub & Plug
SANITARY SEWER
31 8" Sanitary Sewer Pipe
32 Manholes
33 Cleanouts
34 4" Sewer Service Lateral
35 6" Sewer Service Line
36 Connect to Existing
Subtotal Storm Drain
Subtotal Sanitary Sewer
WATER SUPPLY
37 8" Water Line (including all appurtenances)
6" Water Lateral
38 Water Service3
39 Fire Hydrants
40 Resilient Gate Valve
41 Connect to Existing
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
main ( 925) 223- 8340
Quantity Unit Unit Price Amount
9 EA $ 2, 800. 0 $ 25,00. 0
1 EA $ 5, 000. $ 5, 000.
1,10 LF $ 18. 00 $ 19, 980. 0
560 LF $ 20. 00 $ 11, 200. 0
490 LF $ 31. 00 $ 15,90. 0
70 LF $ 45. 00 $ 3, 150. 0
40 LF $ 55. 00 $ 2,00. 0
3 EA $ 3, 000. $ 9, 000.
1 EA $ 5, 000. $ 5, 000.
1 EA $ 1, 700. 0 $ 1, 700. 0
20 EA $ 1, 000. $ 20, 000.
117, 620. 0
1, 470 LF $ 28. 00 $ 41, 160. 0
6 EA $ 4, 000. $ 24, 000.
39 EA $ 500. 00 $ 19, 500. 0
102 EA $ 600. 00 $ 61, 200. 0
19 EA $ 1, 000. $ 19, 000.
1 EA $ 3, 000. $ 3, 000.
167, 860. 0
1, 600 LF $ 32. 00 $ 51, 200. 0
19 EA $ 600. 00 $ 11, 400. 0
143 EA $ 4, 000. $ 572, 000.
5 EA $ 4, 000. $ 20, 000.
6 EA $ 1, 550. 0 $ 9, 300. 0
1 EA $ 4, 000. $ 4, 000.
Subtotal Water Supply $ 667, 900. 0
TOTAL CONSTRUCTION COST ( nearest $ 1, 000) $ 1, 786, 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. 3) Unit prices assumed to include one 1-/2" water lateral and one water meters for each pod. 4) Mobilization assumed to be 8% of construction cost.
westwoodps. com
888) 937- 5150
N'\ ( N) F\ Plaanantnn\ 7558 -Rivar Islands RQ . Phase, 7 Villane Ad (; P R IP\ Wnrds R Frrals\ Cnnt F timate\ VIII AC4F Ad CfST FRTIMATF\ VII I A(F I I 743
ATTACHMENT
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
October 13, 2025
Via Email and Hand Delivery
Old Republic Title Company
1215 W. Center Street, Suite 103
Manteca, CA 95337
Attn: Lori Richardson
Re: Recordation of Final Map 4207; Escrow No. 1214023387 Dear Lori:
This letter constitutes the joint escrow instructions (" Escrow Instructions") of River Islands Development Area 1, LLC, a Delaware limited liability company ("RIDA1") 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 final map Final Map"). Recordation of the Final 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 Final Map will be recorded at the time designated by RIDA1 as set forth below. The Final 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 December 31, 2025, at the time designated in writing by RIDA1, subject to satisfaction of the conditions set forth below ( each a Closing"). If the Final Map has not been recorded by June 30, 2026, ORTC will return the Final Map to the City.
B. Documents to be Delivered and Recordation Documents
In connection with the Transaction, you have in your possession or will receive the following documents from City and RIDA1 for recordation in the Official Records of San Joaquin County, California (" Official Records").
B. 1. One original Final Map for Tract 4207, executed and acknowledged by the City ( provided to title by City).
B. 2. One original Irrevocable Offer of Dedication of Easement for Public Roadway and Public Utility Easement Purposes ( Tract 4207 — Roadway Dedication — Quantico Court) (provided to title by City).
B. 3. A fully executed and acknowledged Amendment to Notice of Special Tax Lien for the City of Lathrop Community Facilities District No. 2023- 1 (River Islands Public Services and Facilities) Annexation No. 18 ( provided to title by City).
B. 4. A fully executed and acknowledged Amendment to Notice of Special Tax Lien for Island Reclamation District 2062 Community Facilities District No. 2013- 1 (Levee and Lake Maintenance Services) (provided to title by RIDA1).
B. 5. A fully executed and acknowledged Amendment to Notice of Special Tax Lien for River Islands Public Financing Authority Community Facilities District No. 2013- 1 (River Islands Public Services) (provided to title by RIDA1). 1 744
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
B. 6. A fully executed and acknowledged Amendment to Notice of Special Tax Lien for River Islands Public Financing Authority Community Facilities District No. 2023- 1 (Public Facilities) (provided to title by RIDA1).
B. 7. A fully executed and acknowledged Amendment to Notice of Special Tax Lien for River Islands Public Financing Authority Community Facilities District No. 2023- (Public Facilities Supplemental) ( provided to title by RIDA1).
The documents listed in Items B. 1, B. 2, B. 3, B. 4, B. 5, B. 6 and B. 7 above are referred to as the "Recordation Documents." The Recordation Documents shall be recorded in the order referred to above. The date on which the Recordation Documents are recorded in the Official Records is the Recordation Date.
Prior to recording the Recordation Documents, please confirm that you have received copies or originals of the following documents: (i) Unanimous Approval of Annexation to a Community Facilities District and Related Matters, City of Lathrop Community Facilities District No. 2023- 1 (River Islands Public Services and Facilities); (ii) Consent to, and Ballot in favor of, Annexation of Real Property to Island Reclamation District No. 2062 Community Facilities District No. 2013- 1 (Levee and Lake Maintenance); (iii) Consent to, and Ballot in favor of, Annexation of Real Property to the River Islands Public Financing Authority Community Facilities District No. 2013- 1 (River Islands Public Services); iv) Consent to, and Ballot in favor of, Annexation of Real Property to Improvement Area No. 3 of the River Islands Public Financing Authority Community Facilities District No. 2023- 1 (Public Facilities) and ( v) Consent to, and Ballot in favor of, Annexation of Real Property to Improvement Area No. 3 of the River Islands Public Financing Authority Community Facilities District No. 2023- (Public Facilities Supplemental). The original City of Lathrop Unanimous Approval must be delivered to the City of Lathrop. The original Consents and Ballots for River Islands Public Financing Authority CFD Nos. 2013- 1, 2023- 1 and 2023- and Island Reclamation District No. 2013- 1 must be delivered to Jeanne Zolezzi at Herum\ Cabtree\ Suntag, 5757 Pacific Ave., Suite 222, Stockton, CA 95207. Copies should be sent via email to Cari James ciames( aci. lathrop. ca. us), Cindy Yan at Goodwin Consulting Group, cindy( goodwinconsultinggroup. net, Susan Dell' Osso (sdellosso( @riverislands. com) and Debbie Belmar ( dbelmar( a) riverislands. com) together with conformed copies of the amendments to notices of special tax that are recorded as part of the Recordation Documents.
C. Funds and Settlement Statement
You also have received, or will receive from RIDA1, prior to the recordation of the Recordation Documents, in immediately available funds, the following amounts, in accordance with the settlement statement prepared by you and approved in writing by both RIDA1 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 RIDA1.
Funds to be wire transferred directly to the entity set forth below, immediately upon recordation of the Final Map, in accordance with the wire transfer instructions for each entity are as follows: The amount of $28, 151. 88, payable to the City pursuant to that certain Agreement to Settle Litigation Regarding River Islands at Lathrop 2 745
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
as amended " Sierra Club Agreement'), constituting the amount of $3, 875. 00 multiplied by 7. 265 acres ( or portion thereof) included in the Final Map, is to be transferred to the City upon recordation of the Final 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 Dell' Osso ( sdellosso( ariverslands. com); ( b) Debbie Belmar dbelmar( ariverislands. com); ( c) Brad Taylor ( btavlor a( ci. lathrop. ca. us); ( d) Salvador Navarrete ( snavarrete( aci. 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 Documents and all other documents 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 Documents, 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 Documents 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 Documents to be recorded;
E. 2. Record the Recordation Documents in the Official Records; E. 3. Pay the costs associated with the Transaction;
3 746
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
E4. Refund any funds delivered to you by RIDA1 that are not disbursed at the time of the final Closing pursuant to these Escrow Instructions to the following entity and address:
River Islands Development Area 1, LLC
73 W. Stewart Road
Lathrop, CA 95330
Attn: Susan Dell' Osso
E. 5. Notify Susan DeII' Osso ( sdellosso a( riverslands. com), Debbie Belmar ( dbelmarariverislands. com), Brad Taylor ( btavlor a(, ci. lathrop. ca. us), Stephanie Rosillo- Siva ( srosillo( aci. lathrop. ca. us), Monica Garcia mgarcia a(, ci. Iathrop. ca. us), Teresa Vargas ( tvargas a( ci. lathrop. ca. us), Sarah Pimentel spimentel ci. lathrop. ca. us), and Jose Molina ( JMolina( asigov. orq) of the completion of the Transaction;
E. 6. Within five ( 5) business days after each Recordation Date, deliver by overnight delivery via recognized, national, overnight delivery carrier to: (1) Susan Dell' Osso, River Islands Development Area 1, 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 Documents, showing all recording information of the Recordation Documents; 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 Date
President
River Islands Development Area 1, LLC
4 747
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
ESCROW INSTRUCTIONS
ACKNOWLEDGEMENT AND AGREEMENT:
Receipt of the foregoing Escrow Instructions from RIDA1 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 RIDA1 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:
5 748
ATTACHMENT
Recording Requested by and
Please Return to:
City Clerk
City of Lathrop
390 Towne Centre Drive
Lathrop, California 95330
This Instrument Benefits City Only.
No Fee Required.
This Space Above for Recorder' sUse Only
IRREVOCABLE OFFER OF DEDICATION OF EASEMENT
FOR PUBLIC ROADWAY AND PUBLIC UTILITY EASEMENT PURPOSES TRACT 4207 - ROADWAY DEDICATION - QUANTICO COURT)
FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, River Islands Development Area 1, LLC, a Delaware limited liability company, hereby grant( s) to the CITY OF LATHROP, a municipal corporation in the County of San Joaquin, State of California, an easement for ingress, egress and road purposes, and a public utility easement ( PUE), over and across the hereinafter described real property situated in City of Lathrop and more particularly described as follows:
SEE EXHIBIT " A" ATTACHED HERETO AND MADE A PART HEREOF This Offer of Dedication is made pursuant to Section 7050 of the Government Code of the State of California and may be accepted at any time by the City Engineer of the City of Lathrop. This Offer of Dedication may be terminated, and right to accept such offer abandoned in the same manner as is prescribed for the vacation of streets or highways by Part 3 of Division 9, or Chapter 2 of Division 2 of the Streets and Highways Code of the State of California, whichever is applicable.
The above described easement is to be kept open, clear and free from buildings and structures of any kind. This Offer of Dedication shall be irrevocable and shall be binding on the Grantor' sheirs, executors, administrators, successors and assigns.
SIGNATURES:
Signed this day of September, 2025
RIVER ISLANDS DEVELOPMENT AREA 1, LLC
a Delaware limited liability company
By:
Name: Susan De11' Osso
Its: President
Notary Acknowledgment Required for Each Signatory)
749
This is to certify that the interest in real property offered herein to the City of Lathrop is hereby acknowledged by the undersigned, City Clerk, on behalf of the City of Lathrop City Council to authority conferred by the Lathrop Municipal Code and the grantee( s) consent( s) to the recordation thereof by its duly authorized officer
TERESA VARGAS, CITY CLERK
By:
Date:
750
EXHIBIT " A"
LEGAL DESCRIPTION
ROADWAY DEDICATION AND ADJACENT PUBLIC UTILITY EASEMENTS
QUANTICO COURT
See Attached)
751
JN 25504 5/6/ 2025
EXHIBIT " A"
LEGAL DESCRIPTION
IRREVOCABLE OFFER OF DEDICATION FOR RIGHT- OF- WAY PURPOSES
QUANTICO COURT
RIVER ISLANDS - PHASE 2
CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
CERTAIN REAL PROPERTY SITUATE IN THE CITY OF LATHROP, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
BEING A PORTION OF PARCELS 8 AND 9, AS SAID PARCELS ARE SHOWN ON THE MAP ENTITLED " TRACT 4149, RIVER ISLANDS -PHASE 2, LARGE LOT FINAL MAP", FILED DECEMBER 5, 2022, IN BOOK 44 OF MAPS AND PLATS, AT PAGE 52, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL 9, SAID POINT ALSO BEING THE MOST WESTERLY CORNER OF PARCEL 8 OF SAID MAP OF TRACT 4149; THENCE ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL 9, NORTHWESTERLY ALONG A CURVE TURNING TO THE LEFT HAVING A RADIUS OF 885. 00 FEET, FROM WHICH POINT THE CENTER OF SAID CURVE BEARS SOUTH 54° 42' 17" WEST, THROUGH AN ANGLE OF 05° 59' 20" AND AN ARC DISTANCE OF 92. 50 FEET;
THENCE LEAVING SAID SOUTHWESTERLY LINE, SOUTH 83° 12' 33" EAST FOR A DISTANCE OF
33. 41 FEET;
THENCE, NORTH 54° 51' 57" EAST FOR A DISTANCE OF 579. 37 FEET TO THE BEGINNING OF A TANGENT CURVE TURNING TO THE RIGHT;
THENCE, ALONG SAID CURVE HAVING A RADIUS OF 50. 00 FEET, THROUGH AN ANGLE OF 236° 28' 45" AND AN ARC DISTANCE OF 206. 37 FEET TO THE BEGINNING OF A REVERSE CURVE TURNING TO THE LEFT;
THENCE ALONG SAID REVERSE CURVE HAVING A RADIUS OF 17. 00 FEET, FROM WHICH POINT THE CENTER OF SAID CURVE BEARS SOUTH 21° 20' 42" WEST, THROUGH AN ANGLE OF 56° 28' 45" AND AN ARC DISTANCE OF 16. 76 FEET TO THE SOUTHEASTERLY LINE OF PARCEL 9 OF SAID MAP OF TRACT 4149, ALSO BEING THE NORTHWESTERLY LINE OF PARCEL 8 OF SAID MAP OF TRACT 4149 ;
THENCE ALONG LAST SAID MENTIONED LINE, SOUTH 54° 51' 57" WEST FOR A DISTANCE OF 518.5 FEET;
THENCE LEAVING SAID LINE AND ACROSS PARCEL 8 OF SAID MAP OF TRACT 4149 , SOUTH 10° 34' 29" WEST FOR A DISTANCE OF 34. 92 FEET TO THE A POINT ON THE SOUTHWESTERLY LINE OF SAID PARCEL 8;
THENCE ALONG SAID SOUTHWESTERLY LINE, NORTHWESTERLY ALONG A NON -TANGENTIAL CURVE TURNING TO THE LEFT HAVING A RADIUS OF 885. 00 FEET, FROM WHICH POINT THE CENTER OF SAID CURVE BEARS SOUTH 56° 17' 00" WEST, THROUGH AN ANGLE OF 01° 34' 43" AND AN ARC DISTANCE OF 24. 38 FEET TO THE POINT OF BEGINNING.
CONTAINING 47,97 SQUARE FEET, MORE OR LESS.
CONTINUED ON NEXT PAGE]
T:\ 25504 - River Islands\ Legal Descriptions\ QUANTICO COURT 1OD\ 25504- QUANTICO COURT IOD- LEGAL. docx Page 1 of 2 752
JN 25504 5/ 6/ 2025
A PLAT OF THE ABOVE DESCRIBED PARCEL IS ATTACHED HERETO AS EXHIBIT " B" AND BY THIS REFERENCE MADE A PART HEREOF.
END DESCRIPTION
THIS DESCRIPTION HAS BEEN PREPARED BY ME, OR UNDER MY DIRECTION, IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR' SACT. pr
WILLIAM M. KOCH
PROFESSIONAL LAND SURVEYOR
CALIFORNIA NO. 8092
9/ 11/ 2025
DATE
T:\ 25504 -River Islands\ Legal Descriptions\ QUANTICO COURT IOD\ 25504- QUANTICO COURT IOD- LEGAL. docx Page 2 of 2 753
T:\ 25504 —
River
Islands\ DWG PLATS\ IOD
QUINTACO
COURT\ 25504_ IOD— QUANTICO. dwg
WMKoch
07: 55
TRACT 4244
44- M&P- 138)
TRACT 4173
44- M&P-74)
NOTE
SEE SHEET 2 FOR LINE & CURVE TABLES
LEGEND
EASEMENT LINE
P. U. E. (PUBLIC UTILITY EASEMENT) LINE
EX. LOT LINE
I.O. D.
IRREVOCABLE OFFER OF DEDICATION
FOR ROADWAY PURPOSES
POB POINT OF BEGINNING
R) RADIAL BEARING
T) TOTAL
P. A. E. PUBLIC ACCESS EASEMENT
D. N. DOCUMENT NUMBER
XX M&P YY IN BOOK XX MAPS AND PLATS AT
PAGE YY, S. J.C. R.
TRACT 4172
44-- IYI& P- 7S)
PARCEL 5
TRACT 4 l 49
44 —i\/ JecP- 52)
V
PARCEL 8
TRACT 4149
44- i\A&P-B2)
SEE SHEET 2
FOR THIS AREA
N
0 200 400
SCALE: 1" = 400'
OVERALL MAP
Westwood
Westwood Professional Services, Inc.
1165 SCENIC DRIVE, SUITE A
westwoodps. com
MODESTO, CA 953350 T' 209. 571. 1765
EXHIBIT " B" PLAT TO ACCOMPANY LEGAL DESCRIPTION
IRREVOCABLE OFFER OF DEDICATION FOR RIGHT- OF- WAY
AND PUBLIC UTILITY PURPOSES
QUANTICO COURT
RIVER ISLANDS PHASE 2
CITY OF LATHROP SAN JOAQUIN COUNTY CALIFORNIA
SCALE: 1"= 400'
DRAWN BY, BK
FILE: 25504J0D- QUANTIC0 DWG
DATE: 5/ 02/ 2025 SHEET: 1 OF 2
754
N
N
0 0
T:\ 25504 —
River
Islands\ DWG PLATS\ IOD
QUINTACO
COURT\ 25504_ IOD— QUANTICO. dwg
WMKoch
07: 55
PARCEL 9
TRACT 4 J 4 9
44- i\A&P-52)
POB
L2
C4
PARCEL IS
TRACT 4 1 4 9
Jvi( rP- J2)
5 D,
a 515' 1
S
CURVE TABLE
CURVE # RADIUS DELTA LENGTH
C1 885. 00' 5°9' 20" 92. 50'
C2 50. 00' 236°8' 45" 206. 37'
C3 17. 00' 56° 28' 45" 16. 76'
C4 885. 00' 1°34' 43" 24. 38'
C5 885. 00' 7°34' 03" 116. 89'
PARCEL 8
TRACT 4149
44 Wl& P- 52)
C3
0 50 100
SCALE: 1" = 100'
NOTES
SEE SHEET 1 FOR LEGEND
RADIAL BEARINGS
LINE # DIRECTION
R) 1 S54° 42' 17" W
R) 2 S21 °20' 42" W
R) 3 S56° 17' 00" W
DETAIL SHEET
LINE TABLE
LINE # DIRECTION LENGTH
L1 S83 ° 12' 33" E 33. 41'
L2 S10° 34' 29" W 34. 92'
Westwood
Westwood Professional Services, Inc.
1165 SCENIC DRIVE, SUITE A
westwoodps. com
MODESTO, CA 953350 T' 209. 571. 1765
EXHIBIT " B" PLAT TO ACCOMPANY LEGAL DESCRIPTION
IRREVOCABLE OFFER OF DEDICATION FOR RIGHT- OF- WAY
AND PUBLIC UTILITY PURPOSES
QUANTICO COURT
RIVER ISLANDS PHASE 2
CITY OF LATHROP SAN JOAQUIN COUNTY CALIFORNIA
SCALE: 1"-00'
DRAWN BY BK
FILE 25504_ 10D- QUANTIC0 DWG
DATE: 5/ 02/ 2025 SHEET: 2 OF 2
755
ATTACHMENT
h3 "
RECORDING REQUESTED BY AND
AFTER RECORDATION RETURN TO:
City Clerk
City of Lathrop
390 Towne Centre Drive
Lathrop, CA 95330
Recorded for the benefit of the City of Lathrop
pursuant to Government Code Section 27383
EIGHTEENTH AMENDMENT TO NOTICE OF SPECIAL TAX LIEN
City of Lathrop
Community Facilities District No. 2023- 1
River Islands Public Services and Facilities # 2)
Annexation No. 18
Pursuant to the requirements of Section 3117. 5 of the Streets and Highways Code of California and the Mello - Roos Community Facilities Act of 1982, as amended, Section 53311, et. seq., of the California Government Code ( the " Act"), the undersigned City Clerk of the City of Lathrop ( the " City"), County of San Joaquin, State of California, hereby gives notice that a lien to secure payment of a special tax is hereby imposed by the City Council of the City on the property described in Exhibit A hereto. The special tax secured by this lien is authorized to be levied for the purpose of paying principal and interest on bonds, the proceeds of which are being used to finance the acquisition and construction of all or a portion of the public facilities authorized to be funded by the City of Lathrop Community Facilities District No. 2023- 1 (River Islands Public Services and Facilities # 2) (the " CFD"), and to pay costs of the public services and facilities authorized to be funded by the CFD, both as described in Exhibit A to the Notice of Special Tax Lien heretofore recorded in the Office of the County Recorder for the County of San Joaquin, State of California ( the " County Recorder") on June 28, 2023 as Document No. 2023- 050810 ( the Original Notice"), and said special tax is to be levied according to the Rate and Method of Apportionment of Special Tax set forth in Exhibit B to the Notice of Special Tax Lien, to which recorded Notice of Special Tax Lien reference is hereby made and the provisions of which are hereby incorporated herein in full by this reference.
This Eighteenth Amendment to Notice of Special Tax Lien amends the Notice of Special Tax Lien to add to the territory within the City of Lathrop Community Facilities District No. 2023- 1 ( River Islands Public Services and Facilities # 2) certain real property identified in Exhibit A hereto ( the " Property") and shown within the future annexation area on the boundary map of the community facilities district recorded on April 19, 2023, in Book 7 of Maps of Assessment and Community Facilities Districts at Page 55 ( Document No. 2023- 030264), in the Office of the County Recorder, which map is the final boundary map of the community facilities district. The Property is being annexed into Tax Zone 1 of the community facilities district, as described in the 756
Rate and Method of Apportionment of Special Tax attached as Exhibit B to the Notice of Special Tax Lien, with the maximum special tax rates identified in Exhibit B hereto.
The assessor' stax parcel( s) numbers of all parcels or any portion thereof which are included in this Eighteenth Amendment to Notice of Special Tax Lien, together with the name( s) of the owner( s) thereof, as they appear on the latest secured assessment roll as of the date of recording hereof or as are otherwise known to the Authority are as set forth in Exhibit A hereto which is by this reference made a part hereof.
For further information concerning the current and estimated future tax liability of owners or purchasers of real property or interests therein subject to the special tax lien, interested persons should contact the Finance Director, City of Lathrop, 390 Towne Centre Drive, Lathrop, California 95330; Telephone: ( 209) 941- 7320.
Dated: , 2025.
By:
Teresa Vargas, City Clerk,
City of Lathrop
2-
757
EXHIBIT A
CITY OF LATHROP
COMMUNITY FACILITIES DISTRICT NO. 2023- 1
RIVER ISLANDS PUBLIC SERVICES AND FACILITIES # 2)
ANNEXATION NO. 18
ASSESSOR' SPARCEL NUMBER( S) AND OWNER( S) OF LAND
WITHIN ANNEXATION NO. 18 TO CITY OF LATHROP
COMMUNITY FACILITIES DISTRICT NO. 2023- 1
RIVER ISLANDS PUBLIC SERVICES AND FACILITIES # 2)
San Joaquin County
Name( s) of Property Owner( s) Assessor' sParcel No.
RIVER ISLANDS DEVELOPMENT AREA 1, LLC
73 W. STEWART RD.,
LATHROP, CA 95330
213- 610- 04
758
EXHIBIT B
CITY OF LATHROP
COMMUNITY FACILITIES DISTRICT NO. 2023- 1
RIVER ISLANDS PUBLIC SERVICES AND FACILITIES # 2)
ANNEXATION NO. 18
MAXIMUM SERVICES SPECIAL TAX FOR ZONE 1 OF THE CFD
The table below identifies the Maximum Services Special Tax for Developed Property within Tax Zone 1, both before and after the Trigger Event:
Type of Property Lot Size
Maximum Services
Special Tax in Tax
Zone 1 Prior to the
Trigger Event
Fiscal Year 2022-
23)*
Maximum
Services Special
Tax in Tax Zone 1
After the Trigger
Event (Fiscal Year
2022-3)*
Residential Property:
Single Family Detached
Property
205. 02 per SFD
Single Family Detached
Lot
Property Greater than 7, 000 SqFt 432. 29 per SFD Lot
165. 53 per SFD
Single Family Detached 5, 801 to 7, 000 SqFt 349. 02 per SFD Lot Lot
Property 4, 801 to 5, 800 SqFt 320. 21 per SFD Lot
151. 87 per SFD
Single Family Detached 4, 000 to 4, 800 SqFt 272. 18 per SFD Lot Lot
Property Less Than 4, 000 SqFt 252. 96 per SFD Lot
129. 09 per SFD
Single Family Detached Not Applicable 0.0 per Unit
Lot
Property Not Applicable 0.0 per Unit
119. 97 per SFD
Single Family Attached
Lot
Property
0.0 per Unit
Multi -Family Property
0.0 per Unit
0.0 per Non- 0.0 per Non -
Non -Residential Property Not Applicable Residential Square Residential Square Foot Foot
On July 1, 2023, and on each July 1
thereafter, allfigures shown in the table above shall be increased by the Escalation Factor.
B- 1
759
MAXIMUM FACILITIES SPECIAL TAX FOR ZONE 1 OF THE CFD
The table below identifies the Maximum Facilities Special Tax for Developed Property within Tax Zone 1, both before and after the Trigger Event:
Type of Property Lot Size
Maximum
Facilities Special
Tax in Tax Zone 1
Prior to the Trigger
Event ( Fiscal Year
2022-3)*
Maximum
Facilities Special
Tax in Tax Zone 1
After the Trigger
Event (Fiscal Year
2022-3)*
Residential Property:
Single Family Detached
Property
227.7 per SFD
Single Family Detached Lot
Property Greater than 7, 000 SqFt 0.0 per SFD Lot
183. 49 per SFD
Single Family Detached 5, 801 to 7, 000 SqFt 0.0 per SFD Lot Lot
Property 4, 801 to 5, 800 SqFt 0.0 per SFD Lot
168. 34 per SFD
Single Family Detached 4, 000 to 4, 800 SqFt 0.0 per SFD Lot Lot
Property Less Than 4, 000 SqFt 0.0 per SFD Lot
143. 09 per SFD
Single Family Detached Not Applicable 0.0 per Unit
Lot
Property Not Applicable 0.0 per Unit
132. 99 per SFD
Single Family Attached Lot
Property
0.0 per Unit
Multi -Family Property
0.0 per Unit
0.0 per Non- 0.0 per Non -
Non -Residential Property Not Applicable Residential Square Residential Square Foot Foot
On July 1, 2023, and on each July 1
thereafter until the first Fiscal Year after the Trigger Event, allfigures shown in the table above shall be increased by the Escalation Factor. On July 1 of the first Fiscal Year after the Trigger Event, and on each July 1
thereafter, the Maximum Facilities Special Taxes shall increase by two percent (2%) of the amount in effect in the prior Fiscal Year.
B- 2
760
OW
I
2 3.
A
NON- EXCLUSIVE
EASEMENT TO
THE
CITY
OF
LATHROP,
TOGETHER
WITH
THE
RIGHT
TO
CONSTRUCT,
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
FINAL
MAP
DESIGNATED AS "
P. U. E." (
PUBUC
UTILITY
EASEMENT).
4. A
NON- EXCLUSIVE
EASEMENT TO
THE
CITY
OF
LATHROP,
TOGETHER
WITH
THE
RIGHT
TO
CONSTRUCT,
RECONSTRUCT,
REPAIR
AND
MAINTAIN
THE
SOUND
WALLS
UPON
AND
OVER
THE
STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED AS "
W. E" (
WALL
EASEMENT).
5. A
NON- EXCLUSIVE
EASEMENT TO
THE
CITY
OF
LATHROP
FOR EMERGENCY
VEHICLE
ACCESS
PURPOSES
ACROSS
THE
STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED AS "
E. V. AE." (
EMERGENCY
VEHICLE
ACCESS
EASEMENT).
6. A
NON- EXCLUSIVE
EASEMENT TO
THE
CITY
OF
LATHROP, TOGETHER
WITH
THE
RIGHT
TO
CONSTRUCT,
RECONSTRUCT,
REPAIR
AND
MAINTAIN
SLOPES
ACROSS
THE
STRIPS
OF
LAND
AS
SHOWN
ON
THIS
FINAL
MAP
DESIGNATED AS
SLOPE
EASEMENT" ( S.
E.).
THE
REAL
PROPERTY
DESCRIBED
BELOW IS
DEDICATED IN
FEE
FOR PUBUC
PURPOSES:
1. PARCELS J,
K,
L,
AND
M
TO
THE
CITY
OF
LATHROP
FOR PURPOSES OF
OPEN
SPACE,
LANDSCAPING, OWES, PUBLIC
FENCE
MAINTENANCE,
AND APPURTENANCES
THERETO,
FOR
THE
BENEFIT
OF
THE
PUBLIC,
AS
SHOWN
ON
THIS
FINAL
MAP.
TO
ENSURE
MUNICIPAL
WATER
SERVICES TO
ALL
LOTS
SHOWN
UPON
THIS
MAP,
ALL
GROUND
WATER
RIGHTS
THAT
THE
UNDERSIGNED
MAY
HAVE
WITHIN
THE DISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY
ARE DEDICATED TO
THE
CITY LATHROP.OF
THE UNDERSIGNED
DOES
HEREBY
RELINQUISH TO
THE
CITY
OF
LATHROP
ALL
ABUTTERS
RIGHTS
OF
ACCESS
TO
LOT
36 ALONG
THE
LOT
LINE
AS
INDICATED BY
THE
SYMBOL %// /////
AS
SHOWN
ON
THIS
FINAL
MAP.
THE UNDERSIGNED
DOES
HEREBY
RESERVE
PARCELS 1
THROUGH 6,
AS
SHOWN
ON
THIS
MAP
FOR
FUTURE
DEVELOPMENT.
THEUNDERSIGNED
DOES
HEREBY
RESERVE
PARCELS H
AND
0 AS
OPEN
SPACE
AND
LANDSCAPING
PURPOSES AS
SHOWN
ON
THIS
FINAL
MAP.
SAID
PARCEL
IS
NOT
DEDICATED
HEREON,
BUT
WILL
BE
CONVEYED TO
THE HOMEOWNERS
ASSOCIATION BY
SEPARATE
DOCUMENT
SUBSEQUENT TO
THE
FILING
OF
THIS
FINAL
MAP.
THE UNDERSIGNED
DOES
HEREBY
RESERVE
PARCEL I
AND
PARCEL N
FOR
FUTURE
DEDICATION,
AS
SHOWN
ON
THIS
FINAL
MAP,
SAID
PARCELS
ARE
NOT DEDICATED
HEREON,
BUT
WILL
BE
CONVEYED TO
RIVER
ISLANDS
PUBLIC
FINANCING
AUTHORITY BY
SEPARATE
DOCUMENT
SUBSEQUENT TO
THE
FILING
OF
THIS
FINAL
MAP.
THE
IRREVOCABLE
OFFER
OF
DEDICATION (
1. 0. D.)
FOR RIGHT- OF- WAY
PURPOSES IS
DEPICTED ON
SHEETS 6,
7,
AND
B
OF
THIS
FINAL
MAP,
RESPECTIVELY,
AS
QUANOCO
COURT.
SAID
IRREVOCABLE
OFFICE
OF
DEDICATION FOR RIGHT- OF- WAY
PURPOSES IS
NOT DEDICATED
HEREON,
BUT
CONVEYED TO
THE CITY
OF
LATHROP BY
SEPARATE
INSTRUMENT
CONCURRENTLY
WI
TH
THE
FILING
OF
THIS
FINAL
MAP.
OWNER
INTENDS TO
SUBDIVIDE 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 OR
RELATING TO
THE
LANDS,
WHETHER
SUCH
WATER
RIGHTS
SHALL
8E
RIPARIAN,
OVERLYING,
LITTORAL,
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.
OWNER:
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
A
DELAWARE
LIMITED
UABILITY
COMPANY
BY: NAME.
SUSAN
DELL' OSSO
DATE
ITS.
PRESIDENT
SEE
SHEET 2
FOR
TRUSTEE' S
STATEMENT
EXEMPT
FROM
FEE
PERGOVERNMENT
CODE
27388. 1;
DOCUMENT
RECORDED IN
CONNECTION
WITH
A
CONCURRENT
TRANSFER
SUBJECT
TO
THE
IMPOSITION OF
DOCUMENTARY
TRANSFER TAX
Westwo
Su
Mo dest
Westwoo Professiod Services
nal
Inc
CITY
SCLERK'
STATEMENT
I,
TERESA
VARGAS,
CITY
CLERK
AND
CLERK
OF
THE
CITY
COUNCIL
OF
THE
CITY
OF
LATHROP,
STATE
OF
CALIFORNIA,
DO
HEREBY
STATE
THAT
THE HEREIN
EMBODIED
MAP
ENTITLED "
TRACT
4207,
RIVER
ISLANDS -
PHASE
2,
VILLAGE
44, 1"
UNIT
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING OF
TWELVE (
12)
SHEETS,
THIS
STATEMENT
WAS
PRESENTED TO
SAID
CITY
COUNCIL
AS
PROVIDED BY
LAW,
AT
A
MEETING
THEREOF,
HELD
ON
THE
DAY
OF
2025,
AND
THAT
SAID
CITY
COUNCIL
DID
THEREUPON BY
RESOLUTION NO.
DULY
PASSED
AND
ADOPTED AT
SAID
MEETING,
APPROVE
SAID
MAP,
AND AUTHORIZED ITS
RECORDATION,
AND
ACCEPTED ON
BEHALF
OF
THE
CITY
OF
LATHROP,
FOR
PUBLIC
USE,
THERELINQUISHMENT OF
ACCESS
RIGHTS
TO
LOT
36 ALONG
THE
LOT
LINE
AS
INDICATED BY
THE
SYMBOL %///////
THE DEDICATION OF
ALL
PUBLIC
UTILITY
EASEMENTS,
WALL
EASEMENTS AND
SLOPE
EASEMENTS,
PARCELS A
THROUGH G
FOR
ACCESS
AND
PUBLIC
UTILITIES,
THE EMERGENCY
VEHICLE
ACCESS
EASEMENT,
THE DEDICATION OF
THE GROUND
WATER
RIGHTS, THE DEDICATION OF
PARCELS J,
K,
L
AND
M
IN
FEE,
AND ACCEPTED THE OFFER
OF
DEDICATION OF
BUSHWICK
LANE,
KEATS
LANE,
INGALLS
LANE,
AND
VALENTINE
LANE,
AS
SHOWN
ON
SAID
MAP
SUBJECT
TO
THE
IMPROVEMENTS
BEING
COMPLETED IN
ACCORDANCE
WITH
CHAPTER 16,
TITLE
16. 16
OF
THE
CITY
OF
LATHROP
MUNICIPAL
CODE.
ALSO,
PURSUANT TO
SECTION
66434( 0)
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE
CITY
OF
LATHROP
DOES
HEREBY
ABANDON
THE
NON- EXCLUSIVE
PUBLIC
UTILITY
EASEMENT
FOR
PUBLIC
PURPOSES
RECORDED
JUNE
9,
2023.
AS
DOCUMENT
NUMBER
2023- 045592,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY,
WITHIN
THE BOUNDARY OF
THIS
FINAL
MAP.
I
FURTHER
STATE
THAT
ALL
BONDS
AS
REQUIRED BY
LAW
TO
ACCOMPANY THE WITHIN
MAP,
IF
APPLICABLE,
HAVE
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
OF
CALIFORNIA ACKNOWLEDGEMENT
CERTIFICATE (
OWNER)
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
JOAQUIN
ON .
2025
BEFORE
ME
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED,
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE
WI
THIN
INSTRUMENT,
AND
ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITY( IES),
AND
THAT
BY
HIS/ HER/ THEIR
SIGNATURE( S)
ON
THE
INSTRUMENT THE
PERSON( S),
OR
THE
ENTITY
UPON
BEHALF
OF
WHICH
THE
PERSON( S)
ACTED,
EXECUTED
THE
INSTRUMENT.
I
CERTIFY
UNDER
PENALTY OF
PERJURY
UNDER
THE
LAWS
OF
THE
STATE
OF
CALIFORNIA
THAT
THE
FOREGOING
PARAGRAPH IS
TRUE
AND
CORRECT .
WITNESS
MY
HAND:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
VICINITY
MAP
NOT
TO
SCALE
SECRETARY
OF
THE
PLANNING
COMMISSION' S
STATEMENT
THIS
MAP
CONFORMS TO
VESTING
TENTATIVE
MAP
N0.
6716
RECOMMENDED BY
THE
PLANNING
COMMISSION
AND APPROVED BY
THE
CITY
COUNCIL
PER RESOLUTION NO.
21- 4908.
DATED
THIS
DAY
OF
RICARDO
CAGUTAT,
COMMUNITY
DEVELOPMENT
DIRECTOR
STY
OF
LATHROP
CITY
ENGINEER' S
STATEMENT
2025.
I,
BRAD
R.
TAYLOR,
HEREBY
STATE
THAT I
AM
THE
CITY
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
AND
THAT I
HAVE
EXAMINED
THIS
FINAL
MAP
OF "
TRACT
4207,
RIVER
ISLANDS -
PHASE 2,
VILLAGE
44,
UNIT
1",
CITY
OF
LATHROP,
CALIFORNIA,
AND
THAT
THE
SUBDIVISION
SHOWN
HEREON IS
SUBSTANTIALLY THE
SAME
AS
IT
APPEARED ON
THE
VESTING
TENTATIVE
MAP
NO .
6716,
AND
ANY
APPROVED
ALTERATIONS
THEREOF .
I
FURTHER
STATE
THAT
THIS
FINAL
MAP
COMPUES
WITH
ALL
PROVISIONS OF
CHAPTER 2
OF
THE CALIFORNIA
STATE
SUBDIVISION
MAP
ACT
AND APPLICABLE
ORDINANCES OF
THE
CITY
OF
LATHROP,
AND
ANY
AMENDMENTS
THERETO,
APPLICABLE AT
THE
TIME
OF
APPROVAL OF
VESTING
TENTATIVE
MAP.
DATED
THIS
DAY
OF
2025 .
TAYLOR,
BRAD. R. C. E.
92823
CITY
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
RECORDER' S
STATEMENT
BLED
THIS
DAY
OF
2025,
AT _
A.
IN
BOOK
OF
MAPS
AND
PLATS,
AT
PAGE
AT
THE REQUEST OF
OLD REPUBLIC
TIRE
COMPANY.
FEE: $
BY
STEVE
BESTOLARIDES
ASSISTANT/ DEPUTY
RECORDER
ASSESSOR -
RECORDER -
COUNTY
CLERK
SAN
JOAQUIN
COUNTY,
CALIFORNIA
SHEET
1 OF
1 2
761
A
4207
2 1
CORRECT
S
SURVE
S
STATEM
THIS
MAP
WAS
PREPARED BY
ME
OR
UNDER
MY
DIRECTION
AND
IS
BASED
UPON
A
FIELD
SURVEY
IN
CONFORMANCE
WITH
THE REQUIREMENTS OF
THE SUBDIVISION
MAP
ACT
AND
LOCAL
ORDINANCE
AT
THE REQUEST OF
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
ON
OCTOBER 22,
2024 I
HEREBY
STATE
ALL
THE MONUMENTS ARE
OF
THE CHARACTER
AND
OCCUPY
THE
POSITIONS
INDICATED OR
THAT
THEY
WILL
BE
SET
IN
THOSE
POSITIONS
BEFORE
MAY
1,
2026,
AND
THAT
THE MONUMENTS
ARE,
OR
THAT
THEY
W
ILL
BE,
SUFFICIENT TO
ENABLE
THIS
SURVEY TO
BE
RETRACED,
AND
THAT
THIS
FINAL
MAP
SUBSTANTIALLY
CO
NFORMS
TO
THECONDITIONALLY
APPROVED
VESTING MAP.TENTATIVE
DATED
THIS
DAY
OF
2025.
DYLAN
CRAWFORD,
P.
LS.
NO
7788
RECITALS
1. RIGHT
TO
FARM
STATEMENT:
PER
CITY
OF
LATHROP
MUNICIPAL
CODE
OF
ORDINANCES,
TILE
15,
CHAPTER 15. 48. 04,
THE
CITY
OF
LATHROP
PERMITS
OPERATION OF
PROPERLY
CONDUCTED
AGRICULTURAL
OPERATIONS
WITHIN
THE
CITY
LIMITS,
INCLUDING
THOSE
THAT
UTILIZE
CHEMICAL
FERTILIZERS
AND
PESTICIDES.
YOU
ARE HEREBY
NOTIFIED
THAT
THE PROPERTY YOU
ARE PURCHASING
MAY
BE
LOCATED
CLOSE
TO
AGRICULTURAL
LANDS
AND
OPERATIONS.
YOU
MAY
BE
SUBJECT TO
INCONVENIENCE OR
DISCOMFORT
ARISING
FROM
THE
LAWFUL
AND
PROPER
USE
OF
AGRICULTURAL
CHEMICALS
AND
PESTICIDES
AND
FROM
OTHER
AGRICULTURAL
ACTIVITIES,
INCLUDING
WITHOUT
LIMITATIONS,
CULTIVATION,
PLOWING,
SPRAYING,
IRRIGATION,
PRUNING,
HARVESTING,
BURNING OF
AGRICULTURAL
WASTE
PRODUCTS,
PROTECTION OF
CROPS
AND ANIMALS
FROM
DEPREDATOR,
AND
OTHER
ACTIVITIES
WHICH
MAY
GENERATE
DUST,
SMOKE,
NOISE,
ODOR,
RODENTS
AND
PESTS.
BE
AWARE
ALSO,
THAT
THIS
PROPERTY
MAY
BE
LOCATED
ADJACENT TO
AGRICULTURAL
OPERATIONS
OUTSIDE
THE
CITY' S
JURISDICTION.
CO
NSEQUENTLY,
DEPENDING ON
THE
LOCATION OF
YOUR
PROPERTY,
IT
MAY
BE
NECESSARY
THAT
YOU
BE
PREPARED TO
ACCEPT
SUCH
INCONVENIENCES OR
DISCOMFORT AS
NORMAL
AND
NECESSARY
ASPECT
OF
LIVING IN
AN
AGRICULTURALLY
ACTIVE
REGION.
2. A
SOILS
REPORT
ENTITLED '
GEOTECHNICAL
EXPLORATION,
RIVER
ISLANDS
PHASE 2,
LATHROP,
CALIFORNIA'' ,
REFERENCED AS
PROJECT
NO.
5044.
5. 000
008
AND DATED
DECEMBER 17,
2018,
HAS
BEEN
PREPARED FOR
THIS
PROJECT BY
ENGEO,
INCORPORATED,
JOSEF J.
TOOTLE,
G.
E. NO
2677,
AND
IS
ON
FILE WITH
THE
CITY
OF
LATHROP.
3. TRACT
4207,
RIVER
ISLANDS -
PHASE
2. VILLAGE
44 UNIT
I,
CONTAINS 38
RESIDENTIAL
LOTS
WITH
A
TOTAL
OF
2. 136
ACRES,
MORE
DR
LESS,
PARCELS A
THROUGH 0
CONTAINING
1. 836
ACRES,
MORE
OR
LESS,
PARCELS 1
THROUGH 6
CONTAINING 4.
207
ACRES,
MORE
OR
LESS,
ROADWAYS
THAT
ARE
BEING
DEDICATED BY
THIS
FINAL
MAP
WH
ICH
INCLUDE 2.
256
ACRES,
MORE
OR
LESS,
AND
THE QUANTCO
COURT
I.
0. 0.
TO
BE
CONVEYED TO
THE
CITY
OF
LATHROP BY
SEPARATE
INSTRUMENT,
WHICH
INCLUDES
1. 037
ACRES
ON
SITE
AND
0. 053
OFF
SITE,
AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
BELOW):
TRACT
4207
AREA
SUMMARY
LOTS 1
THROUGH 38
2. 136
ACA
PARCELS A
THROUGH 0
1. 636
ACt
PARCELS 1
THROUGH 6
4. 207
ACA
STREET
DEDICATIONS
2. 256
ACA
QUANYCD
COURT I.
O. D. (
ON
SITE)
1. 037
RCA
TOTAL
ACREAGE
11472
ACI,
QUANSCO
COURT I.O. D. (
OFF
SITE)
0. 053
RCA
4,
BASED
ON
INFORMATION
CONTAINED IN
THE
PRELIMINARY
TITLE
REPORT,
ORDER
NUMBER
1214023387- LR
VERSION 4),
DATED
MARCH
14,
2025,
PROVIDED BY
OLD REPUBLIC
TITLE
COMPANY.
Su
Mode sto
c
Westwoo Profe ssiod
nal Inc
Services,
TRUSTEE' S
STATEMENT
OLD REPUBLIC
TITLE
COMPANY.
A
CALIFORNIA
CORPORATION,
AS
TRUSTEE,
UNDER
THE
DEED
OF
TRUST
RECORDED
SEPTEMBER 19,
2024,
AS
DOCUMENT
NUMBER
2024- 079836,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY.
DATED
THIS
DAY
OF 2025.
BY: NAME: ITS: ACKNOWLEDGEMENT
CERTIFICATE (
TRUSTEE)
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
JOAQUIN
ON
2025
BEFORE
ME,
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED,
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITY( IES),
AND
THAT
BY
HIS/ HER/ THEIR
SICNATURE( 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:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
SIGNATURE
OMISSIONS
PURSUANT TO
SECTION
66436
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE SIGNATURES OF
THE
FOLLOWING
PARTIES
HAVE
BEEN
OMITTED:
1. RECLAIMED
ISLANDS
LAND
COMPANY,
RESERVATION FOR
OIL,
GAS,
MINERALS,
AND
OTHER
HYDROCARBON
SUBSTANCES
LONG
BELOW A
DEPTH
OF
500
FEET, PER DOCUMENT
NUMBER
2001- 01046177, 5. 3. C. R.
EASEMENT
ABANDONMENT
NOTE
THE
NON- EXCLUSIVE
PUBLIC
UTILITY
EASEMENT
FOR
PUBLIC
PURPOSES
RECORDED
JUNE
9,
2023,
AS
DOCUMENT
NUMBER
2023- 045592,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY,
WITHIN
TRACT
4207,
IS
BEING
ABANDONED BY
THIS
FINAL
MAP.
PLEASE
REFER
TO
THE
CITY
CLERK' S
STATEMENT ON
SHEET 1.
CERTIFICATE
OF
DEDICATION
THE
FOLLOWING
REAL
PROPERTY IS
DEDICATED BY
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
A
DELAWARE
LIMITED
LIABILITY
COMPANY,
AS
FOLLOWS:
1)
L,
K.
PARCELS J, AND
M
FOR PURPOSES OF
OPEN
SPACE,
LANDSCAPING,
PUBLIC
UTILITIES,
FENCE
MAINTENANCE,
AND APPURTENANCES
THERETO ,
FOR
THE
BENEFIT
OF
THE
PUBLIC.
AS
SHOWN
ON
THIS
FINAL
MAP. .
THE
CITY
OF
LATHROP
SHALL
RECONVEY THE
PROPERTY TO
THE SUBDIVIDER IF
THE
CITY
MAKES A
DETERMINATION
THAT
PURSUANT TO
GOVERNMENT
CODE
SECTION
66477. 5
THE
SAME
PURPOSE
FORWHIC
THE
PROPERTY
WAS
DEDICATED
DOES
NOT
EXIST .
SHEET
2 OF
12 762
ELDERWOOD COURT
AVENUE DARNOCH
PARCEL 1
ITR
4244)
A
BULLARD
LANE
C)-
11-
492.
00'( M)( M- R3)
PARCEL 2
D. N.
2024- 033555)
0•
0•
zM G
Q o m a
n
52'
Q
Tr
0 CC
U a
0 _
O
N35'
54'
41'
E 753. 46 200
55 N,
PARCEL 9
11472
AC
N49' SB'
S3"
E( R)
118. 00'
C2- -
C1
s , N54'
o5'
19"
W
rte•
N54' OS'
19"
W
Q
799.
195. 91'- O --
00'( M)( M- R2)-
Ii2. 91'( M- M)( R2)
PARCEL A
1R2)
a z
O
CO U
L1 PARCEL C
1122)
LINE
AND
CURVE
TABLES
FOR
COURSES
SHOW
N
ON
THIS
SHEET
ONLY
LINE
TABLE
LINE
DIRECTION
LENGTH
L1
N54' 05'
19"
W
64. 29'
L2
N9' US'
19"
W
35. 36'
CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
Cl
83. 00
14' 04'
12"
20. 38'
C2
117.
00 14' 04' 12"
28. 73'
R.
N54' 42' E( I7" R)
d=18' 47' 36"
L= 290, 29•
R= 885. 00
d= 2Jy
R= 850. 290A,
958" 59\
C _
qq5
PARCEL
F
IR2)
41 52
COUN
DISTAN
2B
1I04.
L= 275.
N37'
81 38' 11" ER
PARCEL 8
TRACT
4149 (
RI)
MONUMENTATION
NOTES
O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLO
7788 "
FOUND
3/ 4 "
IRON
PIPE
WITH
PLASTIC
PLUG " PLS
7788'
14 MP
75 3
12 SHEET
OF
TO
THE
CITY
CLERK' S
STATEMENT
SHEET
ON
1. TO
BE
ABANDONED BY
THIS
FINAL
MAP.
PLEASE
REFER
0 EXISTING P. U. E .
OVER
PARCEL 9
PER
D .
2023- 045592
L1/ C1/ R1
LINE,
CURVE,
RADIAL
LINE
S. E.
SLOPE
EASEMENT
763
W. E.
WALL
EASEMENT
P. U. E.
PUBLIC
UTILITY
EASEMENT
EMERGENCY
VEHICLE
ACCESS
EASEMENT
A. E.
ACCESS
EASEMENT
D. N.
DOCUMENT
NUMBER
T)
TOTAL
R)
RADIAL
BEARING
B)
M -
MONUMENT TO
BOUNDARY
M)
M -
MONUMENT TO
MONUMENT
R1)
R1)-
SHEET 2
DENOTES
REFERENCE (
SEE
41)
R1)
MEASURED
200. 00' (
AND
RECORD
DATA
PER REFERENCE (
CENTERLINE/ MONUMENT
LINE
EASEMENT
ONE
LOT
LINE
OR
RIGHT- OF- WAY
LINE
BOUNDARY
LEGEND
R1),
2 ALLDIMENSIONS ARE
PER (
UNLESS
NOTED
OTHERWISE ,
SEE 1
SHEET 2
FOR REFERENCES.
NOTES
SCALE:
1' =
100 '
o'
50'
100'
200'
BOUNDARY
SHEET
Wes
P
e
S
In
CALLERTON AVENUE
3 BULLARD
LANE
M
I=//
PARCEL
HARBOR
VIEW
AVENUE
IRREVOCABLE
OFFER
OF
DEDICATION VEYE CON
D
BY
SEP ARATE
DOCUMENT
1.O8
ACRESA
SEE
NOTE
4 PARCEL 3
TRACT
4149
1121)
SCALE. I
60'
0'
30'
60'
20'
Services,
Wes
Profes s
n
I
NOTES
1. SEE SHEET 2
FOR REFERENCES.
2 SEE
SHEET 3
FOR
BASIS
OF
BEARINGS
AND
LEGEND .
3. SEE SHEET 9
FOR
LINE
AND
CURVE
TABLES.
4. THE
IRREVOCABLE
OFFER
OF
DEDICATION FOR
RIGHT- OF- WAY
PURPOSES IS
DEPICTED ON
SHEETS 6,
7 AND
8 OF
THIS
FINAL
MAP,
AS
QUANTICO
COURT,
SAID
IRREVOCABLE
OFFER
OF
DEDICATION FOR RIGHT- OF- WAY
PURPOSES IS
NOT
DEDICATED
HEREON,
BUT CONVEYED TO
THE
CITY
OF
LATHROP BY
SEPARATE
INSTRUMENT
CONCURRENTLY
WITH
THE
FILING
OF
THIS
FINAL
MAP.
LEGEND
BOUNDARY LOT EASEMENT LINE SHEET
NUMBER
SHEET
LIMIT
LINE
RESTRICTED
ACCESS SHEET
4 OF
12 764
PARCEL N
2. 833
SF
1` Q U 7
J
1 PARCEL
8,
915
iF_
a
E `
DI (
FLU. AND
Al.)
CALLERTON AVENUE
x
T F' 20
N53° 04' 19' 1955. 08
4 2.
361
S.
F.
N53' 04' 17' W
43. 00
S. E.( SEE
DETAIL (
R) 5( R=
65. 50')
ON
SHEET
9)
R) 6) N=65.
50)
653' 0417' W116. 3843)
i
J
51. 30'
Li--
J
30. 67'
LJ
3401'
Li -
1 -
1 I
I
N
10'
P. U. E.- 1
Li
3 2
2, 799
S.
F.
TA
1,
689
S. F.
2,
457
S.
F.
1 W. E.
1 1.
22'
C
50. 32'
30. 67'
47. 83'
N53' 04' 17
128. 82'( 0
PARCEL 6
SEE
SHEET 8
MONUMENTATION
NOTES
55 170
0 N53"
19' 55W04'
08'
1 S
F689 8
N53° 19' 04'
W
5500
11 1,
689
S. F. ,
o
N53' 19 94'
19 PARCEL
B
2,
600
S. F.
10 z
9 TA
2, S. F487
2,
904
S. F. (
R) 12
L
C16
R) 7„).- - -- (
R) 6
05 8.
68' ----
44 GA
18. 73'
38. C14 •
18( T)
R) 4
R) 3
F
30'
C)
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"
FOUND
3/ 4"
IRON
PIPE
MATH
PLASTIC
PLUG
STAMPED "
PLO
7788"
00 SET
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"
Cl
SET 3.
00'
W
ITNESS
CORNER (
W. C.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT LINE.
5/
8"
x
24"
REBAR
WITH
PLASTIC
PLUG " PLS
7788"
SET
1 00'
WITNESS
CORNER (
W. G),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE,
1. 17"
BRASS
DISK
STAMPED "
PLS 7788"
SET
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLO
7788"
ON
1'
OFFSET
ALONG
PROPERTY
LINE.
SET
5/ 8-
x
24"
REBAR
W/
PLASTIC
PLUG " PLO
7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED). SET
1. 17"
BRASS
DISK
STAMPED
PLS
7788"
IN
SIDEWALK
1. 00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGES,
UNLESS
OTHERWISE
NOTED. 600
04' 37 '
20 19784
N53" 04' 13' 1998. M• 00'(
M)
C54
P.
U. E.
3, S
225
F.
N53
5417' W
7026
r
14 3,
278
S. F.
R) 13
PARCEL 4
NOTES
1. SEE
SHEET 2
FOR REFERENCES.
2. SEE
SHEET 3
FOR
BASIS
OF
BEARINGS
AND
LEGEND.
3. SEE
SHEET 9
FOR
LINE &
CURVE
TABLES.4.
SEE
SHEETS 10
THROUGH 12
FOR
P .
U. E. s
ALONG
ACCESS
PARCELS .
PARCEL C
2,
002
S
F.
R) 16
J
R) 17
PARCEL
15 TRACT
4149
R11
h.
A
PARCEL D
21 R) 18
R) 23( R=65. 501 e
Westwood Pro
Servic
I
F7
30'
A
q
o-/
54 27
SEE
SHEET 7
26 SEE SHEET 6
SHEET
5 OF
12 765
SEE SHEET 8
PARCEL 0
PARCEL 4
19 Jo
PARCEL D
2 7,
476
S.
P
F.
U. E.
AND
A. E.) 6122
C2 \
C26
8) 23( 9=65
50') Cp625
l
R
19 0
21 2, S
F009
sR
R)
34. 24
82. 9) 29
1,
689
S.
F.
PARCEL
21,
889 S.
F.
SEE
SHEET
9)
SEE
SHEET 7
1,
689
S. F.
8 20
1,
715 F.S.
PARCEL
24, 612
SF.
8) 25
8) 26
23 11. 68'
UII
R) 45
PARCEL B
8) 46
TRACT
4149
R1)
4=56' 28' 45 "
L=16. 76'
R=17. 00' IRREVOCABLE
OFFER
OF SEE
NOTE 4
00 ACRESO
1.SEPARATE
DOCUMENT CONVEYED BY DEDICATION
es
W
Services,
Pro
o
Inc
0'
15'
30'
60'
SCALE,
1' =
30'
NOTES
1. SEE
SHEET 2
FOR REFERENCES .
2. SEE
SHEET
3 FOR
BASIS
OF
BEARINGS
AND
LEGEND.
3. SEE
SHEET 9
FOR
LINE
AND
CURVE
TABLES .
4. THE
IRREVOCABLE
OFFER
OF
DEDICATION FOR RIGHT— OF— WAY
PURPOSES
ARE DEPICTED ON
SHEETS 6,
7 AND
8 OF
THIS
FINAL
MAP,
AS
OUANTCO
COURT,
SAID
IRREVOCABLE
OFFER
OF
DEDICATION FOR
RIGHT— OF— WAY
PURPOSES IS
NOT DEDICATED
HEREON,
BUT CONVEYED TO
THE
CITY
OF
LATHROP BY
SEPARATE
INSTRUMENT
CONCURRENTLY
WON
THE
FILING
OF
THIS
FINAL
MAP.
5. SEE
SHEETS 10
THROUGH 12
FOR
P. U. E. s
ALONG
ACCESS
PARCELS.
MONUMENTATION
NOTES
O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENTWEL
STAMPED "
PLS
7788 "
FOUND
3/ 4"
IRON
PIPE
WTH
PLASTIC
PLUG
STAMPED "
PLS
7788 "
o
SET STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788 "
O
SET
3. 00'
VATNESS
CORNER (
W. C.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT ONE.
5/ 8 "
x
24"
REBAR
49TH
PLASTIC
PLUG " PLS
7788"
00 SET
1. 00'
WITNESS
CORNER (
W .
C .),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE,
1. 17 "
BRASS
DISK
STAMPED "
PLS
7788 "
X
SET
3/ 4"
IRON
PIPE
PLASTIC
PLUG
STAMPED "
WITH PLS
7788" ON
1'
OFFSET
ALONG
PROPERTY
LINE.
T
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLS
7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED). SET
1. 17 "
BRASS
DISK
STAMPED
PLO
7788"
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGES,
UNLESS
OTHERWISE
SHEET NOTED.
6 OF
12 766
SEE SHEET 8
PARCEL 5
10'
P. U. E.-•-
IIi
I
141'
I
o
PARCEL L
55. 0B
N54"
05' 19' W
118. 00'( T)
LU
U wti 0 Z w
ACT
473
TRACT
4173
IR2)
S FE
30'
O
30'
Ciff
0' -©°
IFE
FE
of
O58. 91_ _.-
778
778
@
24 7788
X
1 SIDEW
1 7788
4 7788
17 ILK
22 r -
10'
P.
U.
E.
892'
638'
i6
PARCEL 4
N53" 04' 17" W
215.
39'
156. 48'
164. 37'
VALENTINE
LANE
N53
04171 101.
89 C46
1454' 05'
19"
W
64 29'( T)
8) 44
112.
91'( M -
M)
O
0N54"
05' 19 "
W
307. 91'( 7) -
PARCEL 2
12,
619
S. F
HARBOR
VIEW
AVENUE
18) 32
R) 33( R=6S50')
R) 41( R= 65. 50')
C41
8_65. 50'
C
37 38 (
8) 40
R, (
142
8) 43
8) PARCEL 39
K
1,
584
S. F.
VILLAGE 41
TRACT
4173
IRS)
4,
010
S. F.
4=12
197. 78
F11885. 00'
8 29' o9. 59"
L_ 463. 38' (
T) -.
TAB
P
E
PARCEL I
21, 889
S. F.
SEE
SHEET
3)
1091'
l_' Us . 10' ?.
o /
35 A
Z
7/
2,
390
S. F. "
34 w
g
1,
689
S. F.
sO
33 C35
48 geN35" 1gDs~ u, "'
2,
153
S. F . ,, 4,
37 2,
026
S .
F.
R= 0850.
959' 59"
a
8) 38
4< 5
45 .
05'( M- M
16( T)
82o
411
r
8) 37
PARCEL J
8) 47
84 SEE
NOTE 4
1. 08ACRES
SEPARATE
DOCUMENT
CONVEYED BY
OF
DEDICATION CABLE
OFFER
IRREVO
R1)
4149
TRACT PARCEL 3 v
Pro
Ser
Inc.
We
o
N
10 "
34' 29 "
E
34 92'
R=885. 00'
0-134' 43"
L=24 .
38'
0'
15'
30'
60'
SCALE,
1' =
3W
SHEET
7 OF
12 767
CALLEATON AVENUE
3 m
2 BULLARD n
O
LANE
96 SF
II
3 3'
W. E.- F}-
PARCEL M
1. 973
S. F.
52'
953'
04' 17" W
128. 82
7 30
J
N2 PARCEL 0
1, 1, 835
S. F.
O
17 22'
10 PUE.-
11 ml ml i
P. U. S. E
E.
SEE
DETAIL ;
1f
ON
SHEET
9)
I1j
PARCEL 6
14, 424
SF
15'
P. U. E.
N53° 04' W17'
123. 90
7'
P.
U. E.
nl
10'
P.
U.
E —
I
L--
30'
PARCEL 5
32, 517
S. F.
SEE
DETAIL B
ON
SHEET 9
e
PARCELL 915
S. F.
195.
00') M -
M
3'
x3'
WC.
N54 '
05191W 307
91' (
TI
I
HARBOR
VIEW
AVENUE
V1TRAACT
4173
O
IR21
N
43"53.
36. 55' E
U sz
A)
P. U. E.
1- 10'
P. U. E.
W
PARCEL 1. 4
60 ACRESS
403° 04' 10' W
19744' p•
pUE'
9 53" 04' 17" W3.
15'- 11 PUE. Wr
A=1' 31' 55"
L=3. 02' /
E
F
R=113. 00' 5V9
N5354' 17" W182.
1. 65' / 0
PARCEL3 :
cc,
C52
12, 048
S. F.
s .
453` 04'
17" W
125 —
J
I
953^
04' W17"
215. 39'(
M . M )
1-,
e,
VALENTINE
LANE
o
PARCEL 2
SEE
SHEET
7)
1I
112
91.( M. 61)
11 SEE
DETAIL A
ON
THIS
SHEET
PARCEL K
R= 850. 00'
6= 9 °
5 599
VILLAGE 41
TRACT
4173
11221
L= 4q5
OS. iA./
Al
6 Li
6(
C60 T)
66' 0145
R) 46
6=56'45' 29'
L=16.76' R=17. 00'
IRRE VOCABLE OFFER OF
DEDICATION CONVEYED BY
SEPARATE
DOCUMENT
1. 08
ACREst
SEE
NOTE
5 2473' NI
0-34' 29- E34. 92'
0=985. 0
0 6=1' 34' 43"
L=24. 39 '
PARCEL B
TRACT
4149
SEE RI)
DETAIL
B
ON
SHEET PARCEL 9
L
60 U
0 —
We
Prof
s
Serv
Inc
0'
30'
60'
120'
SCALE 1
60'
30'
E
w
m1N
U
N53" 04' 17 "
W21539'( M) 6-
51. 02' —
co
I
z
co ^
V;
VALENTINE
LANE
N54. 05' 19 "
W
118. 00'( T)
Q
M
M)
30'
O
HARBOR
VIEW
AVENUE
112 .
91' (-
M)
N54 ' O5' 19" W7
30791
DETAIL A
FROM
THIS
SHEET
C=30')
SHEET
8 OF
12 768
SHOW
TA
LEN
N 19
02 N 38
16 072
31 5541
26 N 53
18 43
20 04
N53
2600
L
N
0 17
W
2 L9
N 65
56'
46 E
4 45'
L70 N24° 03
14" W
26. 00'
L17 N54°
41 $
4"E
26. 00'
L72 N35°
17' 43' W
14. 57'
L13
N3. 017'
43"
W
13. 22'
114 N54°
41' 54" E
26. 00'
LIS N54°
42' 77" E
37. 00'
L76
N
83° 1233' W
33. 41'
L
77 N
54 °
05'
19"
W
29. 12'
L78
N38, 7'
02'
W
2446'
L19
53°
39' 18" W
16. 84'
L20
N9° 05' 19" IN
35. 36'
L27
N3.
5. 54' 4
DE
600'
L22
N41. 13' 39' E
8. 70'
L23
N84°
04 '
41' E
3400'
924 N7°
75' 13" W
3586'
L25
N53° 04' 17" W56. 00'
L26
N54° 05' 19" W3.
00'
L27 N35° 24'
S0' E
2672'
L28
N 89°
45' 51" E
2733'
729 N35°
17'
40'
E
1878'
L30 N30°
09' 08" E
26. 28' BEARING
N31
N
554
I8
N76N42
N 02'
R)
537
8 59
49'
E N40
819
01' 51" E
8) 10
563° 58' 06" E
R) 77
N72° 36"
30'
E
3) 72
N52°
47"
21'
E
R113
539° 31' 57" E
6) 14
5 57° 08'
36"
E
R175
N39° 16' 15" E
R) 76
N50.
30' 41"
E
8) 77
N 56°
56'
38"
E
R) 18
5 61°
18' 59" E
8) 19
N56°
44' 7
3"E
9) 20
553°
12'
15" E
8) 21
550°
13' 30" E
8) 22
N 47°
37'
47"
E
R) 23
6179°
26'
20"
W
R) 24
N2°
56' 1
8) 25
546°
10'
21" E RADCALLERTON AVENUE
N38
N37
29 N19
545
71 58
R) 53
33 39' 17" W
R) 34 01' N62°
30" E
R) N45° 35 20" 46'
E
R)
543°
36 03" 46'
E
R)
554°
37 17' 42'
E
R)
548°
38 42' 58" E
9139
N41. 04' 200
8) 40
N87° 27" 12'
E
R) 41
521° 49' d9" E
11)
42 N52°
d7" 21'
E
R) 43
N 47°
34' 32" E
R) 44
N 49°
58'
53"
E
R)
45N78°
26' 38" E
R) 46
N27°
20'
42'
5 R) 47
N56.
7 7'
00"
E
r3'
W.
E.
I'
PARCEL M
24'
3' x3'
7 -
W. C
CU
RAD
LENGT
8700
1S
26 05
23 25
54 29
25 72
48 33
15 20
17 42
90 C
4 57
0 38
0 3
6 40
C9 20194 3
00'
19. 08'
510 4
4000'
54' 59"
3. 43'
G11
40 63° 00' 20"15'
58. 72'
512 34' 2000'
19' 71. 09"
98'
5 35. 13
00'
39° 5333"
24. 37'
514 15° 8700'
26' 2344 ' 05"
C15 00' 8° 770.
32' 30"
2534'
C16 2° 76000' 74"36'
727'
5 160. 17 17° 00'
36' 49. 40"
18'
C18
00' 8° 160.
48' 10"
24. 58'
519
15° 8700' 05"26'
23. 44'
520
6° 25' 576550'
735'
C21
6550'
43° 37' 49. 86'03"
C22
65. 41°
50'
445 1"
4773'
C23
65. 17°
50'
49'
20. 27'
38'
524
590
4°
70'
16"30'
46. 44'
C25
32. 00'
51° 464 3"
28. 92' 5
26 5800'
7° 04' 07"
716'
C
27 590.
70'
3°
31' 58"
3642'
C28
59070'
2°58' 46"
3072'
C29
59070'
4°
03' 09"
41. 78'
C30
8700'
15' 2605"
2344'
C31
8700'
9' 59'
19' 1517
C32
8700'
5° 2646" 027'
533
8700'
I5°
26' 05"
2344'
PARCEL 5
954° 0619" W87 CUR
TA
CUR
RAD
65 50
48 65
473
25 06
1910
75 7
36 26
33 34
75 87
2 23
0 4
042 2
89000'
00' 77"
31. 74'
543 2
47489000' 41. 3"
87 544
89000' 0939"5°
80. 17'
C45
270. 5° 00'
18' 58'
25. 05'
83. C46
00'
14° 12"04'
2038'
C47
11700'
14° 04' 12"
28 73' 300. C48
00' 1858"5°
2783'
549
330. 5° 00' 58"18'
3062'
550 4° 17' 27000'
56'
20. 26'
C
57 30000' 17' 4°
56'
22. 51'
C52 1° 33000'
38' 08"
942'
C53
12. 72° 00' 49'13'
1513'
554
12 00'
900000'
1885'
5 55 2° 20' 10000'
32"
409'
556 26° 10000'
40' 31"
46. 56'
557
100 29° 00'
07' 03"
50. 65'
550 78° 1200'
4508'
7649'
C59 29° 13000'
0103"
6584'
560
885. 5° 00'
59' 20"
92. 50'
C61
50. 00'
11334' 42"
99. 12'
C62
590. 70' 7°38 ' 09"
7872'
C63
48. 00'
35 °
11' 09"
2948'
C64
20. 00'
54 °
28' 11"
1901'
C65
5000'
236 '
28' 45 "
20637'
C6650 .
00'
122 °
54' 04 "
70725' N54
05' 19
118 .
00( 2)
55. 00'
x U Q Z
30'
HARBOR
VIEW
AVENUE
DETAIL B
FROM
SHEET B
1"=
20) S. E.
to
4 PARCEL A
3 2
N37 "21' 45 "E 259. 34'
PARCEL
3' W.E. M
5. 953 '
E.
04' 17 "
W
2. 47'
DETAIL C
FROM
SHEETS 5 &
8 1'= 30')
PARCEL 6
9 12
OF
SHEET
769
5. SEE
SHEETS 10
THROUGH 12
FOR
P. U. E. s
ALONG
ACCESS
PARCELS.
SEPARATE
INSTRUMENT
CONCURRENTLY
WTH
THE
FILING
OF
THIS
FINAL
MAP.
HEREON,
NOT
DEDICATED
LATHROP BY
BUT
CONVEYED TO
THE CITY
OF
SAID
IRREVOCABLE
OFFER
OF
DEDICATION FOR RIGHT- OF- WAY
PURPOSES IS
6,
MAP,
COURT,
DEPICTED ON
SHEETS
7 AND
8 OF
THIS
FINAL
AS
OUANT1C0
THE
IRREVOCABLE
OFFER
OF
DEDICATION FOR RIGHT- OF- WAY
PURPOSES IS
4, 3.SEE
SHEET
FORMONUMENTATION
NOTES .
7 2.
SEE
SHEET 3
BASIS
BEARINGS
LEGEND .
FOR
OF
AND
1. SEE
SHEET 2
FOR REFERENCES .
NOTES e
We
o
Profes s
a
Servic
Inc.
N35" 5441
E
10. 01P.
U.
E.
L151' -
L14
1-----
53 "
5 u2
J,
I
853"
OS'
25' W
836'
55'
435. 00'-
24 62'
N53'
04'
17"
W
0. 17'
3 I
I
6 4
It
13 1300'
00'
553° 04' 26. 00'
T)16° W
P.
853' 0425" E
U.
W
12 44'] N36" I
39"
55'
E
18. N53" 10'
04' 26" N53° W5
04' 26' W5 . N36" 55'00'
00" E2
N53' 20
04' 25' W
017' i
836° 55'
0 35" E
P
N36" 55' 35' 54.
17'—
T
N53° 04'
25"
W
5. 00' J1
a
N36" 55'
7. 34" E83'" 1
5 N53"
04'
25" 5.
W
00'" ,
L
N53' 04
25" W
5. 00'- i`Oz
N36°
55'
35"
5 2.
67'
x5.
13'
N 36. 55'
35" E
246
653°
04'
25"
W
5. 00' "
b
853° 04' 25" W
7 ` 500'
O
536' 54'
56"
E
2 i
4 N53°
04' 25' W3. 00'- I
P. U. E.
836
55' 35" E
1396
d=14' 28' 11"
N53° 04'
25"
W
1 62'
1 R=12. 00' / P. U. E.
PARCEL A
P. U
E.
AND A. E)
553' 04' 17" W
116.
35( T)
32. 63' -
16. 00'
14. 67' -
16 00'
r
P. U. E.
5. 10
16. 00'
P.
U. E. /
12. 9
P. U. E.
Irl9
r
LA ,
l
F
710
L8
L5L4
L2
Li
L11
L7-
1"
L4J
L3
N53'
04'
17' W
653°
04' 17" W
246'
I
416'
2 1
I
U
ryla
L
N53` 04' 12' W
I
N36°
1244'
55' 44" E18. N36°
10'
41' 55'
E
4. 55'
N53°
7 04' 12' W5.
00'
N53° 04' 12" W5.
00'
N36° 56' 23'23" E2.
N53" 04' 5. 12" W00'
r `_, ._— 55' N36°
46" 0. E
1 ]'
1"-- 55' N36'
48" E 17'4.
a- N53° 12' 04'
W
5 N36°
00' 48" 55'
E
7. 83'
N53° 04' 12' W5. 00'
8 N53° 04' 12" W5.
00'
P. U. 536" E. 55' 48" E2.
67'
r-- N36' S5' 48" E2
46'
N53' 12 04' 5. W
00'
TN53° 04' 12' W
5. L636°
00'
56' 27" E2. KI53°
00'
04' 12" W3. 00'
r"--
N36° 55' 48" E10. 96'
9 N53° 04' 12" W
2. SET 00' - -
1'
W.
516' 43' 15 CORNER
SET
1'
W. C
S42'
36'
28" E
OF
CORNER
E
OF
27 N53°
7 04' 1244J' 18" W
P. U. E.
3 8:
N36° 55' 18. 46" E
70'
zSJ4
836' 55' 43" E3. 13. 28'
00'
13. 00'
1. 56'
1 36. 2
55'' 19' W5.
00'
853" 04' 26. W1]" 00'( 7)
8S' 2. 0'
23'
19" W
5 00'- 04' N3
187W
N53" 2°E0
5 -
N36" 55' 4' 50.
16'
N36° 42' 55' 4. 5
17'-- N53°
E
18' 04'
W
S _ ' '
I
N36° 55' 41' 5
11 6
53' 54' 18' 5. W00' P.
3 U. E. -
o
853' 04. 18' W5.
00'
o
N36° 55' 42' 52
w
N36" 55' 42" E2
46'
Zvi
N53° 18" 04'
W
5. 00'-
E `"
853° 04' 18" Wo 5. 00'
i
C
536" 55' 03' 5
200'
1 1
Z
a UL11
m
1Z) PARC
72' 36" 30'
F( 424
R) 5w
1 N53" 04' 17" W
500'
N36° 55' 7. 43" E
N53. 83'
041
7°W5.
00'
13 P. E.U.
1 I—N53' 04' 5. 00' 17" W
Ill`
Y.---
N36° 55'43"E2.
67'
Lek; 7
L
N36° 51543 '
5246 '
53'04' 0 17"W5. 00 '
rN36 "
56' 21' E2 .
00 LNs3'°417'W500 N53° 18' 04'
W
3. 00'—
I
N —'•' —
N36 °
55' 43" E10. 96'
536' 42" 65'
E
10. 96'— . P. U. E. P.U.E .
JY
MONUMENTATION
NOTES
3. 04171A/ 3.
00'
14 N53" 04' 17'
W
2. 00
O
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLO
7788 "
FOUND
3/ 4"
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLS
7788 "
1)
SET
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788 "
SET
3. 00 '
WITNESS
CORNER (
W. E.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE .
5/ 8"
x
24 "
REBAR
WITH
PLASTIC
PLUG " PLS
7788 "
i
SET
1 .
00'
WITNESS
CORNER (
W .
E .),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE, 1 .
17 "
BRASS
DISK
STAMPED "
PLO Pj 7788"
SET
3/ 4"
IRON
PIPE
WTH
PLASTIC
PLUG
STAMPED "
PLS
7788" ON
1'
OFFSET
ALONG
PROPERTY
LINE.
T
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLO
7788" FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWSE
NOTED). SET
1. 17 "
BRASS
DISK
STAMPED
PLS
7788 "
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
LOT
CORNERS
ALONG
STREET
FRONTAGE,
UNLESS
OTHERWISE
NOTED.
15 hk
12 LINE &
CURVE
TABLES.
2 SEE SHEET
FOR
1. SEE
SHEET 3
FOR
BASS
OF
BEARINGS
AND
LEGEND .
NOTES
Serv
Inc.
Westwood
Profe
N65° 56
1 E
9. 07'-
15 P. U .
E.
X230,
N24. 03' 14" W5
N65° 56' 46" E7.
83'
N24° 03' 14' W5.
00'-
L21
N65 °
56' 46 "
E
2. 4
P. U. E .
N24 "
03' 14" W5
00'
N24° 03 '
14' W5. 00'
N65' 56' 07' E2 .
00 '
x_
L79
L17
0^
PARCEL I
P. U .
E.
N65 '
S6' 46" E7
83'
N24 "
03' 14" W5 .
00'
24° 03 '
14" W5.
00 A•
P. U. E. N65 °
56' 46' E2.
67'
524° L25 03' 14 '
W
5. 00'
Z --
865 "
57' 24" E2.
00 N24° 0D14 '
W
3. 00'
565° 5646 '
E
10. 96'
524 °
03' 14" W2 .
00 13
17 SHEET
10 OF
12 770
N65
20 624
00 N65
5 56
P
09 5
1124
5 07
2 L26
SET
1'
1179' W. C
26' 20"
W
CORNER OF
1154°
41' 54" E2. 649' 23' 00'
7'
R
d=5'
53"
04'
5 L=
14'
R=
58. 00'
MONUMENTATION
NOTES
L59J77' N35'
17' 28' WJ
2. L
P.
05'
U. E.
N35° 18' 06" W2
46'
25 U
P.
E.
L32
633P. U
E.
L3 ' L35 P.
1698,
E.
U.
L61---" "
3 276...
1500''
11 3 °
58 3.
518' W
O6,.
22 L36N
35° 16' 06" W2-
N35" 19'
67'
08' W4
17'
L. --
L37
1-
39 740
L56 1154' 41'
500' 54" E 1135°
18'
14" 4.
W
16'
25 0
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"
FOUND
3/ 4'
IRON
PIPE
44TH
PLASTIC
PLUG
STAMPED '
PLO 1D7788'
SET
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED '
PLO
7788'
SET
3. 00'
WITNESS
CORNER (
MAC. ),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE.
5/ 8"
x
24"
REBAR
WITH
PLASTIC
PLUG ' PLS
7786"
7(
SET
1. 00"
WITNESS
CORNER (
MC.),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE,
1. 17"
BRASS
DISK
STAMPED ' PLS
7788"
X
SET
3/ 4'
IRON
PIPE
WITH
PLASTIC
PLUG
STAMPED "
PLO
7788"
ON
1'
OFFSET
ALONG
PROPERTY
UNE.
T
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLS 7788"
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED). SET
1.7"
BRASS
DISK
STAMPED
PLO
7788'
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
LOT CORNERS
ALONG
STREET
FRONTAGE,
UNLESS
OTHERWISE
NOTED.
54 N35°
23 19' 06" W0. N35°
16'
18' O6" W5
00'
41' 54N54°
5 5.
N35°
00'
18' 41' 2.3W
L421
41 l [
q\
7p'-'
1 PUr
L50
L51
q) ]
L52
L46
24 26'
WIDE
E, V, A, E,
SET
I'
W
N21' 49'
49"
E
ER\ CORNER
2=
2'
33'
54"
L=
3. 38'
R= 75_ 50_
N18° 50'
O6"E
1 73'
N35° 18' 06 '
W
13 .
96'
N54° 41' 54" E3. 00'
N35. 17' 28'
2 .
00') / [
115
N35. 17' 2814/
P. U .
E.
38 N35 °
18' 06" W
246 N3
U
U
U
2 8
A
I
s
lBOO,
N
ay
7a
osD
4C)
L88
1-
5. 13,
W99D
L83 qo,7a
Lag—'/
Po
1135" 18' 2. 06" W46'
L84 ( 1154'
q /
41' 54' Etee[
1135°
500'
18' 06W 4. 1
32 31 18' L106 [] 14
O5,/ L104J
LL102
ii
LI03
L101-
000
1 PU. E. 672. 11
m °
LL100
m[
PUE '
16 N2o- oP
N35° 18WD4' 2.
4s <
9 i / [
n`,
9p'\ -
E
N54 °
41 '
56 "
Ee(
o
7 35
5 .
00'
J
L95
A[
4. 07'
N
N35 °
18' 04 '
W
4 .
16'
L96 [
17 /.
5"
C )
L7L78
N3
06 0
N54
02 N35
06 3
N54° 41' 54" E [
j/N35"
500' 16' 06" W0. 16
N54° 41' 12. 54" E NO5' 44'
16' 05" W4.
96 30
A=13' 23' 38 "
L=12. 39'
R=53. 00'
X96, .
Nx°
rPPgANDgE)
200'
PAR
CfG
P,[ ANo4
16. 8, .° 60, 1,
6" 14/
5. 13.
93 5°)
J
L 1
L113
1461)- 33?) ]
48'
L112
P
E
L114
0111 7
L1t- 1800'
N54 '
41 '
54 '
E_, ,
Z
5. 00'
N35. 1
606 " W
4 17'
37 L108 L109 L110
L107 "
5-
1135 °
18' 06" W0 .
16' /
N35° 18' 10" W18. 10' /
N54° 41' 54 '
51244 / 35
0, zs3-W
e
Wv
Pro
o
Ser
NOTES
SCALE
1' -
20'
10'
20'
40'
I
1. SEE
SHEET 3
FOR
BASIS
OF
BEARINGS
AND
LEGEND.
2. SEE
SHEET
12 FOR
LINE &
CURVE
SHEET TABLES .
1 1
OF
1 2
771
SHOW
LIN
LIN
DIRECTIO
N36
00 N 53
04 N 36
N53
N36
5545
N36
5543
N 36
L9
N36
95 43" E
500'
L70 N53°
04' 18' W
783'
L17
N36° 55' 43" E
500'
L12 N53°
04' 18" W
2. 50'
113
N 36°
55'
43" 5
E
00'
LI4
N36°
55' 432
5 00
L75 N53°
04' 78" W
783'
L16 N36°
55' 43" E
5 00'
L77
N 24°
03'
14"
W
2. 00
L78 N65°
56' 46' E
10. 96'
L79 N24°
03'
14"
W
3. 00'
L20 N65°
56' 46" E
2. 67'
L27
N24° 03'
14'
W
5. 00'
L22 N65°
5648" E
8. 99'
L2
3 N24°
03' 14" W
5. 00'
L24
N
65. 56' 46' E
24 6'
L25
N24° 03'
14"
W
5. 00'
L26 N30°
17'
21"
W
2. 07'
L27 N65°
56' 46" E
1096'
L28 N24°
03'
14'
W
3. 00'
L29 N65° 564
6"E
2. 67'
L30
N 24°
03' 74' W
LIN500'
LEN
N35
73 N54
41 S4
00 N
35 N54
4154
N54
54 N35
N54°
N54
54"
00 L39
N 54
" 41'E
00'5.
L40
35 1(
06 18'
W
783'
L47
N54° 5
4153" E
00'
L42
N54° 47' S3" E
5.00'
L43
N 35°
18' 02"
78. W
70'
44 N
54° 4154" E
12 44'
L45
N35°
18'
06'
W
9 85'
L46 N54 °
47'
S4"
E
500'
L47
N35° I8' 06" W
783'
L48
5/
54. 47' 54" E
5 00'
L49
N54. 41' S4' E
5 00'
L50 N35° 18'06"
W
2. 50'
151 N54°
47 4 6"
E
5. 00'
L52 N35°
18'
14"
W
07T
L53 N35°
18' 06" W
783'
154
N 'S4°
4154" E
00'
L55
1(
54°
41' 54' 6
5 00'
L56 N35°
IB' 06" W
267
L57 N54°
41'
S4"
E
5 00'
L58
N
54' 41'
S4"
E
5. 00'
N
54 S4
N54
N
35 N54
54 N54
N54
N
35 06
N54
L
54 5
5 0
N54
47 69
S4" E
5 00'
N54° L70
41' 25" E
5. 00'
L71
N
35° 78' 06' W
783'
L72
N
54N7' S4" E
5. 00'
N54°4
L73 54" 1'
E 00'5.
174
N35° 18' 06" W
783'
N54° 41'
175
25" E 00'5
N35°
L76
18' 06" W
9. 84'
L77
N35° 18' 10° W
1870'
L78
N54° 4654" E
5. 00'
L79
N
54° 41' S4' E
5. 00'
L80
N35° I7' 31" W
223'
L87
N 35°
18'
06" W783'
L82
N54° 47' 54" E
5.00'
L83
N54°
41' S4" E
5 LIN00
N54
N35
N54
4156
N54
S6
N35
N
04 N54
47 56
N54
L99 56
41'
E
5. 00'
N35° L700
18' 04" 2
W
67 L707
N
54° 56" 41' 5
E
00' N54° L702
4156" E
5. 00'
N35° 1103
17' 26" W
2 00' N54° L104
47' S6" E
3. 00'
L705 35° 1( 04" 18' 7096'W N54° L706
41' S6" E
2 00' N54. 41'54 L707
1'
5 00' N54° 41'L708
S4" E
5. 00'
L709
1( 35° 31" 17' 2. W
23'
L710
N54N1' S4" E
5 00'
L777
1( 35' 06" 18'
W
783'
1112 6154°
4154" E
500'
L173 N
54° 54" 41'
E
5. 00'
L84
N35°
18'
06"
W
2.67 L85
N
54N7' S4" E
5.00'
L86
N54° 41'
54"
E
500'
L774
N35°
18' 06" W 267'
1115
54" N54N1'
6 500'
1116
N54° 41'
54"£
5 00'
L87 N35°
17'
28"
W
200'
L88
N54° 41' 54" E
3 00'
L59
N54N7' 54" 5
3. 00'
L60
N 35°
18' 06' W
10. 96'
L89
N
35° I8' 06' W
1096'
190
1(
35° 17'
43"
W
13. 22' CUR
TA
RAD
LEN
46 We
Professional
Services,
12 SHEET
In
OF
12 772
ITEM 4. 20
CITY MANAGER' S REPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
ITEM: APPROVE FINAL MAP AND SUBDIVISION
IMPROVEMENT AGREEMENT FOR 73 LOTS IN TRACT
4224 VILLAGE 6 UNIT 2 WITHIN WOODLANDS EAST
DISTRICT OF RIVER ISLANDS
RECOMMENDATION: Adopt Resolution to Approve Final Map for Tract 4224 Village 6 Unit 2 within the Woodlands East
District, Totaling 73 Lots and a Subdivision
Improvement Agreement with River Islands
Development Area 3, LLC
SUMMARY:
The proposed Final Map for Tract 4224 Village 6 Unit 2 ( Tract 4224), included as Attachment " E", is within the Woodlands East District of Phase 2 for the River Islands Project. Tract 4224 will be the second tract map within the Village 6 area. River Islands Development Area 3, LLC ( River Islands) is proposing seventy- three (73) residential lots. A Vicinity Map is included as Attachment " B".
Staff recommend City Council approve the proposed Final Map for Tract 4224, to be recorded pursuant to the terms of the Escrow Instructions, included as Attachment D", and a Subdivision Improvement Agreement ( SIA), included as Attachment " C", with River Islands Development Area 3, LLC, by Resolution, included as Attachment BACKGROUND:
On June 14, 2021, the City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716. On March 25, 2024, City Council approved Tract 4205 Woodlands East Large Lot Final Map ( LLFM) to create 23 undevelopable parcels. On March 29, 2023, the City of Lathrop Planning Commission approved a Neighborhood Design Plan ( NDP) and Architectural Guidelines and Design Standards ( AG/ DS) for the Woodlands East District. On August 12, 2024, City Council approved FM Tract 4223, CFD 2023- 1 Annexation, and a SIA with River Islands.
The land for the proposed Final Map for Tract 4224 is within the geographic boundaries of VTM 6716, LLFM 4149, FM 4223, and the Woodlands East Neighborhood.
As required by the Lathrop Municipal Code Chapter 16.6, all final maps must include a SIA to guarantee specific offsite and onsite improvements. 773
CITY MANAGER' S REPORT PAGE 2
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 73 LOTS IN TRACT 4224 VILLAGE 6 UNIT 2 WITHIN WOODLANDS EAST
DISTRICT OF RIVER ISLANDS
Construction of the public improvements associated with Tract 4224 are substantially complete. Performance and Tabor & materials securities have been provided with the SIA for Tract 4223 that guarantees the unfinished improvements for Village 6 as detailed in Table 1.
Table 1 — Bond Values
Unfinished Improvement Total: 2, 114, 900
Performance Security ( 110% of Unfinished Improvements) Bond No. 0844458
2, 326,90
Labor & Materials Security ( 50% of Performance Security) Bond No. 0844458
1,63,95
Sections 9 and 10 of the SIA for Tract 4224 require River Islands to construct Off - Site Improvements as well as comply with conditions for the use of temporary wastewater pump and haul. The conditions, terms and requirements associated with these items are documented in the Tract 4226 SIA approved by City Council on August 12, 2024 and are applicable to this Tract 4224.
Potential acceptance of the public improvements will be processed by staff at a later date. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond.
Village 6 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).
As a precondition to record the Final 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. Final Map ready for signature Completed
2. Subdivision Improvement Agreement Completed
3. Performance Security - Uncompleted Landscaping and
Miscellaneous Improvements
Provided
4223
with
4. Labor and Materials Security - Uncompleted Landscaping and Miscellaneous Improvements
Provided
4223
with
5. Street Improvement, Landscape, Light & Joint Trench Completed
6. Geotechnical Report Completed
774
CITY MANAGER' S REPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 73 LOTS IN TRACT 4224 VILLAGE 6 UNIT 2 WITHIN WOODLANDS EAST
DISTRICT OF RIVER ISLANDS
PAGE 3
7. Agreement for Backbone Improvements and Parks
Agreement for Dedication, Inspection and Guarantee of
Streets and Public Improvements)
Completed
8. 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
9. Allocation of Water and Sewer capacity Completed
10. Recommendation for approval from Stewart Tract
Design Review Committee Completed
11. Submitted Certificate of Insurance, Tax Letter Completed
12. Submitted Preliminary Guarantee of Title Completed
13. Escrow Instructions Completed
14. Village 6 - City of Lathrop Community Facilities District No. 2023- 1 Annexation
Annexed in
2024
Fees Status
1. Final Map plan check fee Paid
2. Improvement Plans - Plan check and inspection fees Paid
3. Sierra Club Settlement fee
To be paid
escrow
in
FISCAL IMPACT:
There is no fiscal impact to the City as all costs are covered by development fees and any shortfalls in the City' s maintenance and operating costs are covered by the CFDs.
ATTACHMENTS:
A. Resolution to Approve Final Map for Tract 4224 Village 6 Unit 2 within the Woodlands East District, Totaling 73 Lots and a Subdivision Improvement Agreement with River Islands Development Area 3, LLC
B. Vicinity Map - Tract 4224 Village 6 Unit 2
C. Subdivision Improvement Agreement between the City of Lathrop and River Islands Development Area 3, LLC, a Delaware limited liability company, for Tract 4224 Village 6 Unit 2
D. Escrow Instructions for Final Map Tract 4224 Village 6 Unit 2 E. Final Map - Tract 4224 Village 6 Unit 2
775
CITY MANAGER' S REPORT PAGE 4
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 73 LOTS IN TRACT 4224 VILLAGE 6 UNIT 2 WITHIN WOODLANDS EAST
DISTRICT OF RIVER ISLANDS
APPROVALS
V
VerniIarr
f'a`>
Assistant Engineer
BradUTaylor
City Engineer
Thomas Hedegard_ _ (—‘-------''—'----)
Deputy City Manager
I --------'------" D
ogIa- eilav5_
Date
Date
9/ v/ xn, 5
7/ 31f/ 7d7C—
Date
Michael King Date
Assistant City Manager
41• 24• Zozs7
Salvador Navarrete Date
City Attorney
0•• 7.25
Stephen Salvatore Date
City Manager
776
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE FINAL MAP FOR TRACT 4224 VILLAGE 6 UNIT 2 WITHIN THE WOODLANDS EAST DISTRICT, TOTALING 73 LOTS AND A SUBDIVISION IMPROVEMENT AGREEMENT WITH RIVER ISLANDS DEVELOPMENT AREA 3, LLC
WHEREAS, on June 14, 2021, City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716; and
WHEREAS, on March 25, 2024, City Council approved a Large Lot Final Map LLFM) Tract 4205 to create 23 undevelopable parcels; and WHEREAS, on March 29, 2023, Planning Commission approved the Woodlands East Neighborhood Development Plan and Architectural Design Guidelines and Development Standards; and
WHEREAS, on August 12, 2024, City Council approved Final Map ( FM) Tract 4223, City of Lathrop Community Facilities District ( CFD) 2023- 1Annexation, and a Subdivision Improvement Agreement ( SIA) with River Islands Development Area 3, LLC ( River Islands); and
WHEREAS, the land for the proposed Final Map for Tract 4224 Village 6 Unit 2 ( Tract 4224) is within the geographic boundaries of VTM 6716, LLFM Tract 4205, FM Tract 4223, and the Woodlands East Neighborhood; and WHEREAS, as required by the Lathrop Municipal Code Chapter 16. 16, all final maps must include a SIA to guarantee specific offsite and onsite improvements; and WHEREAS, River Islands provided performance and labor & material securities with the SIA for Tract 4223 that guarantees the unfinished improvements for Village 6 in the amount as follows:
Unfinished Improvement Total: 2, 114, 900
Performance Security ( 110% of Unfinished Improvements) Bond No. 0844458
2, 326,90
Labor & Materials Security ( 50% of Performance Security) Bond No. 0844458
1,63,95
and
WHEREAS, sections 9 and 10 of the SIA for Tract 4224 requires River Islands to construct Off -Site Improvements as well as comply with conditions for the use of temporary wastewater pump and haul. The conditions, terms and requirements associated with these items are documented in the Tract 4226 SIA approved by City Council on August 12, 2024 and are applicable to this Tract 4224; and 777
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date and when the unfinished improvements are completed. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond; and
WHEREAS, Village 6 was annexed into CFD 2023- 1for maintenance purposes with the approval of FM Tract 4223 in 2024; and
WHEREAS, River Islands Development Area 3, LLC must satisfy the Escrow Instructions, included as Attachment " D" to the City Manager' sReport, 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 approves and accepts the following actions:
1. The Final Map for Tract 4224 and 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 October 13, 2025 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 a Subdivision Improvement Agreement with River Islands Development Area 3, LLC in substantially the form as attached to the October 13, 2025 staff report. 778
PASSED AND ADOPTED by the City Council of the City of Lathrop this 13th day of October 2025 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:
Teresa Vargas
City Clerk
Salvador Navarrete
City Attorney
779
FUTURE
K- 8
SCHOOL WOFUTURE ODLANDS
WEST)
VILLAGE
19 LAKE
18 TRACT
4224
VILLAGE
BOUNDARY 6
FUTURE PARK
VILLAGE
21 FUTURE
K- 8
SCHOOL
FUTURE PARK
LAKE
14 VILLAGE
22 VILLAGE
23 LAKE
19 RIVER FUTURE
PARADISE
CUT
VILLAGE
DISTRICT)
VILLAGE 4
FUTURE COMMUNITY PARK RIVER
HIGH
SCHOOL VILLAGE
VILL
780
ATTACHMENT
NG "
SUBDIVISION IMPROVEMENT AGREEMENT
BY AND BETWEEN THE CITY OF LATHROP AND
RIVER ISLANDS DEVELOPMENT AREA 3, LLC,
DELAWARE LIMITED LIABILITY COMPANY
FOR TRACT 4224 VILLAGE 6 UNIT 2 73 RESIDENTIAL LOTS
RECITALS
A. This Agreement is made and entered into this 13th day of October 2025, by and between the CITY OF LATHROP, a municipal corporation ofthe State of California ( hereinafter " CITY") and River Islands Development Area 3, LLC, a Delaware 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 Tract 4224 Village 6 Unit 2 ( Tract 4224). However, SUBDIVIDER has completed a significant portion of the public infrastructure improvements associated with Tract 4224 located within the Woodlands East District of River Islands Phase 2 ( Neighborhood), which also includes major streets necessary to access the site.
Performance and Labor & Material securities have been provided with the Subdivision Improvement Agreement for Tract 4223 Village 6 Unit 1 ( Tract 4223 SIA) that guarantees the unfinished improvements for Village 6, which includes Tract 4224, and therefore no additional security is needed for Tract 4224.
C. SUBDIVIDER is required to construct certain off -site improvements ( Off -Site Improvements) that support the Neighborhood. The Offsite Improvements are needed to provide wastewater discharge for the Neighborhood as described below. Since construction of the Offsite Improvements are not complete, SUBDIVIDER has provided security with the Subdivision Improvement Agreement for Tract 4226 Woodlands East Village 5 ( Tract 4226 SIA) as detailed in Table 1 of the Tract 4226 SIA. The conditions, terms and requirements associated with the Off - Site Improvements stated in the Tract 4226 SIA are applicable to this Agreement D. As a condition of Final Map approval, SUBDIVIDER is required to provide wastewater conveyance to the City' s Consolidated Treatment Facility (CTF) and treatment capacity to each parcel within the Final Map boundary. However, construction of the C2 Sewer Lift Station, which is guaranteed with the Tract 4226 SIA, is incomplete and the wastewater conveyance system for Woodlands East Neighborhood of Phase 2 of the Project does not have the ability to convey wastewater to the CTF. Therefore, SUBDIVIDER requested approval with Tract 4226 SIA for the use of temporary pump and haul of wastewater until the C2 Sewer Lift Station is constructed and 781
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
conveyance of wastewater to the CTF is possible.
E. SUBDIVIDER has completed a portion of the joint trench improvements for Tract 4224 and as noted in Recital B, security shall be required for the unfinished portion of these improvements, along with other required infrastructure associated with Tract 4224. 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 Tract 4224 are required security as outlined in this Agreement.
NOW THEREFORE in consideration of CITY' S
pending approval and acceptance of the
Improvements
construction of Improvements
upon their satisfactory
in strict accordance
completion,
with
and
the
in
terms
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 Woodlands East 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".
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' S Department 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 home constructed in Tract 4224, or October 13, 2026, whichever comes first.
3. CITY, or its agent( s), shall, at any time during the progress of the Improvements, have free access thereto, and shall be allowed to examine the same and all material to be used therein. If the Improvements or any part thereof are not completed in strict compliance with the standards set forth in Paragraph 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' Sacceptance 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 Paragraph 1 above, free from any defects in work or 782
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
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 equal to 10% of the estimated cost of the Improvements for the Village 6 entire area to insure 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 are 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 Paragraph 6 above, CITY may, but is not required to, proceed to complete and/ orrepair, 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/ orreconstruct the Improvements, SUBDIVIDER shall be responsible for all costs incurred by CITY, even if SUBDIVIDER subsequently completes the work.
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 substantially complete, the SUBDIVIDER is required to only post additional Performance or Labor & Materials bonds to guarantee the improvements associated with Tract 4224. Performance and Labor & Material securities have been provided with the SIA for Tract 4223 that guarantees the unfinished improvements for Village 6, which includes Tract 4224. SUBDIVIDER shall also comply with CITY' Sinsurance requirements set forth on Exhibit " C" attached hereto and incorporated herein.
9. SUBDIVIDER is required to construct certain off -site improvements ( Off -Site Improvements) that support the Woodlands East District ofRiver Islands Phase 2 ( Neighborhood).
The Offsite Improvements are needed to provide wastewater discharge for the Neighborhood as described below. Since construction of the Offsite Improvements are not complete, SUBDIVIDER has provided security with the Subdivision Improvement Agreement for Tract 4226 Woodlands East Village 5 ( Tract 4226 SIA) as detailed in Table 1 of the Tract 4226 SIA. The conditions, terms 783
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
and requirements associated with the Off -Site Improvements stated in the Tract 4226 SIA are applicable to this Agreement.
10. As a condition of Final Map approval, SUBDIVIDER is required to provide wastewater conveyance to the City' s
Consolidated Treatment Facility (CTF) and treatment capacity to each parcel within the Final Map boundary. However, construction of the C2 Sewer Lift Station, which is guaranteed with the Tract 4266 SIA, is incomplete and the wastewater conveyance system for Woodlands East Neighborhood of Phase 2 of the Project does not have the ability to convey wastewater to the CTF. Therefore, SUBDIVIDER requested approval with Tract 4226 SIA for the use of temporary pump and haul of wastewater until the C2 Sewer Lift Station is constructed and conveyance of wastewater to the CTF is possible. The conditions, terms and requirements associated with the pump and haul agreement as detailed in Section 10 of the Tract 4226 SIA are applicable to this Agreement.
11. 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.
12. Neither the CITY nor any of its officers, employees or agents shall be liable to SUBDIVIDER, and/ or SUBDIVIDER' Sagents, contractors or subcontractors for any error or omission arising out of or in connection with any work to be performed under this Agreement.
13. 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.
14. SUBDIVIDER hereby agrees to, and shall hold CITY, its elective and appointive boards, commissions, officers, agents and employees ( collectively, " Indemnitees"), harmless from any liability
contractors,
for
subcontractors,
damage or claims
agents,
which
or employees'
may 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 any of SUBDIVIDER' Scontractors or subcontractors. SUBDIVIDER shall, at its own cost and expense, defend any and all actions, suits, or legal proceedings or any type that may be brought or instituted against CITY and indemnities 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
performance or
legal
non- performance
proceedings, resulting
of his duties
from
and
or alleged
obligations
to have
under
resulted
this Agreement,
from SUBDIVIDER' S
or from the
negligent act or omission of himself, his agents, contractors, representatives, servants or employees. The promises 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 784
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
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 of, plans and/ or specifications for the subdivision.
15. Neither SUBDIVIDER nor any of SUBDIVIDER' Sagents, contractors or subcontractors are, or shall be, considered to be agents of CITY in connection with the performance of SUBDIVIDER' Sobligations under this Agreement.
16. 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 ofthe 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 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.
17. SUBDIVIDER shall pay service fees for the 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.
18. SUBDIVIDER shall be responsible to 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.
19. 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.
20. The SUBDIVIDER shall, at the SUBDIVIDER' Sexpense, 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.
21. This Agreement and any amendments hereto comprise the entire understanding and agreement between the parties regarding the improvements to be constructed and dedications for 785
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
Tract 4224.
22. 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 ofAgreement. 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.
i. Time of the Essence. Time is of the essence of this Agreement and each of its provisions.
In the calculation oftime 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 FINAL MAP - TRACT 4224 VILLAGE 6 UNIT 2
EXHIBIT B TRACT 4224 VILLAGE 6 UNIT 2 AREA
EXHIBIT C CITY INSURANCE REQUIREMENTS
786
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 13th day of October 2025, 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 Date Stephen J. Salvatore Date
City Clerk City Manager
APPROVED AS TO FORM BY THE CITY OF LATHROP CITY ATTORNEY BY:
Salvador Navarrete
City Attorney
Date
787
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
SUBDIVIDER
River Islands Development Area 3, LLC,
a Delaware limited liability company
BY:
Susan Dell' Osso
President
788
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
EXHIBIT " A"
FINAL MAP - TRACT 4224 VILLAGE 6 UNIT 2
789
2 CALIFORNIA
E
ON
26 2
3 3
4 5
6 T
L
U
A
IN
B
SYMBOL
T
AS
SHOWN
ON
THIS
FINAL
MAP
TO
ENSURE
MUNICIPAL
WATER
SERVICES TO
ALL
LOTS
SHOWN
UPON
THIS
FINAL
MAP,
ALL GROUND
WATER
RIGHTS
THAT
THE UNDERSIGNED
MAY
HAVE
W
ITHIN
THE DISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY
ARE DEDICATED TO
THE
CITY
OF
LATHROP. OWNER
INTENDS TO
SUBDIVIDE
THE
LAND
SUBJECT TO
THIS
MAP
WTH
ANY
AND
ALL
RIPARIAN
RIGHTS
OR
OTHER
WATER
INTERESTS TO
WHICH
THE
SUBJECT
LAND
IS
ENTITLED
THEREIN
APPURTENANT OR
RELATING TO
THE
LANDS,
WHETHER
SUCH
WATER
RIGHTS
SHALL
BE
RIPARIAN,
OVERLYING,
LITTORAL,
PERCOLATING,
PRESCRIPTIVE,
ADJUDICATED,
STATUTORY
OR
CONTRACTUAL.
OWNER
DOES
NOT
INTEND
BY
THE RECORDATION OF
THIS
MAP
TO
SEVER
THE RIPARIAN
RIGHTS
OF
THE
SUBJECT
LANDS
WITHIN
THE BOUNDARIES OF
THIS
MAP
OR
THE SURROUNDING
PROPERTIES.
OWNER:
RIVER
ISLANDS
DEVELOPMENT
AREA
3,
LLC,
A
DELAWARE
LIMITED
LIABILITY
COMPANY
BY NAME
SUSAN
DELL' OSSO
DATE
ITS:
PRESIDENT TRUSTEE' S
STATEMENT
OLD REPUBLIC
TILE
COMPANY,
A
CALIFORNIA
CORPORATION,
AS
TRUSTEE,
UNDER
THE
DEED
OF
TRUST
RECORDED
SEPTEMBER 19,
2024,
AS
DOCUMENT
NUMBER
2024- 079836,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY.
DATED
THIS
DAY
OF
2025.
BY: NAME: ITS:
ACKNOW
LEDGEMENT
CERTIFICATE (
TRUSTEE)
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
JOAQUIN
ON ,
2025
BEFORE
ME,
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITIES),
AND
THAT
BY
HIS/ HER/ THOR
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:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
EXEMPT
FROM
FEE
PERGOVERNMENT
CODE
27388.
1;
DOCUMENT
RECORDED IN
CONNECTION
WITH
A
CONCURRENT
TRANSFER
SUBJECT TO
THE
IMPOSITION OF
DOCUMENTARY
TRANSFER TAX
Pho
571
Scen
D
rivSuite
Mode sto
CA
westwoo
dpssom
We stwood ServiceProfessional Inc
s.
CITY
CLERK' S
STATEMENT
I
TERESA
VARGAS,
CITY
CLERK
AND CLERK
OF
THE
CITY
COUNCIL
OF
THE
CITY
OF
LATHROP,
STATE
OF
CAUFORNIA, DO
HEREBY
STATE
THAT
THE HEREIN
EMBODIED
MAP
ENTITLED "
TRACT
4224,
RIVER
ISLANDS -
PHASE 2,
VILLAGE 6
UNIT
2",
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING OF
SEVEN (
7)
SHEETS,
THIS
STATEMENT
WAS
PRESENTED TO
SAID
CITY
COUNCIL,
AS
PROVIDED BY
LAW,
AT
A
MEETING
THEREOF,
HELD
ON
THE
DAY
OF ,
2025, AND
THAT
SAID
CITY
COUNCIL
DID
THEREUPON BY NO. RESOLUTION
DULY
PASSED
AND
ADOPTED AT
SAID
MEETING,
APPROVE
SAID
MAP,
AND AUTHORIZED ITS
RECORDATION,
AND ACCEPTED ON
BEHALF
OF
THE
CITY
OF
LATHROP,
FOR USE, PUBLIC
THERELINQUISHMENT OF
ACCESS
RIGHTS
TO
LOTS 3, 1,
10,
11,
17,
18,
26,
27,
37,
38, 50, 49,
61,
62 AND
73 ALONG
THE
LOTS
LINES
AS
INDICATED BY
THE SYMBOL'/// //,
AND
1HE DEDICATON OF
ALL
PUBLIC
UTILITY
EASEMENTS AND WALL
EASEMENTS,
THE DEDICATION OF
GROUND
WATER
RIGHTS,
AS
SHOWN
ON
SAID
FINAL
MAP.
ALSO,
PURSUANT TO
SECTION
66434( 0)
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE
CITY
OF
LATHROP
DOES
HEREBY
ABANDON
THE
NON- EXCLUSIVE
PUBLIC
UTILITY P. EASEMENT (
U. E.)
FOR PUBLIC
PURPOSES
DEDICATED PER
TRACT
4205
ANAL
MAP
RECORDED
APRIL 2024, 24,
IN
BOOK
44 OF
MAPS
AND PLATS ,
PAGE
95,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY,
WITHIN
THE
BOUNDARY OF
LOIS 1
AND
2 NOT
LYING
WITHIN
THE DEDICATED 10'
P. U. E.
AS
SHOWN
ON
THIS
FINAL
MAP.
I
FURTHER
STATE
THAT
ALL
BONDS
AS
REQUIRED LAWBY
TO
ACCOMPANY THE WITHIN
MAP.
IF
APPUCABLE,
HAVE
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
OF
CALIFORNIA ACKNOWLEDGEMENT
CERTIFICATE
OWNER)
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
VAUDITY OF
THAT
DOCUMENT
STATE
OF
CALIFORNIA
COUNTY OF
SAN
JOAQUIN
ON ,
2025
BEFORE
ME
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED,
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATSFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND
ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITIES),
AND
THAT
BY
HIS/ HER/ THEIR
SIGNATURE( S)
ON
THE
INSTRUMENT THE
PERSON( S),
OR
THE
ENTITY
UPON
BEHALF
OF
WHICH
THE
PERSON( S)
ACTED,
EXECUTED THE
INSTRUMENT .
I
CERTIFY
UNDER
PENALTY OF
PERJURY
UNDER
THE
LAWS
OF
THE
STATE
OF
CALIFORNIA
THAT
THE
FOREGOING
PARAGRAPH IS
TRUE
AND
CORRECT.
WITNESS
MY
HAND:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
VICINITY
MAP
NOT
TO
SCALE
SECRETARY
OF
THE
PLANNING
COMMISSION' S
STATEMENT
THIS
MAP
CONFORMS TO
VESTING
TENTATIVE
MAP
NO .
6716
RECOMMENDED BY
THE PLANNING
COMMISSION
AND APPROVED BY
THE
CITY
COUNCIL
PER RESOLUTION NO.
21- 4908 .
DATED
THIS
DAY
OF
2025 .
RICARDO
CAGUTAT,
COMMUNITY
DEVELOPMENT
DIRECTOR
CITY
OF
LATHROP
CITY
SENGINEER'
STATEMENT
BRAD
R.
TAYLOR,
HEREBY
STATE
THAT I
AM
THE
CITY
ENGINEER OF
THE CITY
OF
LATHROP,
CALIFORNIA
AND
THAT I
HAVE
EXAMINED
THIS
FINAL
MAP
OF "
TRACT
4224,
RIVER
ISLANDS -
PHASE 2,
VILLAGE 6
UNIT
2",
STY
OF
LATHROP,
CALIFORNIA,
AND
THAT
THE SUBDIVISION
SHOWN
HEREON IS
SUBSTANTIALLY THE
SAME
AS
IT
APPEARED
ON
THE
VESTING
TENTATIVE
MAP
NO.
6716,
AND
ANY
APPROVED
ALTERATIONS
THEREOF .
I
FURTHER
STATE
THAT
THIS
FINAL
MAP
COMPUES
WITH
ALL
PROVISIONS OF
CHAPTER 2
OF
THECALIFORNIA
STATE
SUBDIVISION
MAP
ACT
AND APPLICABLE
ORDINANCES OF
THE
CITY
OF
LATHROP,
AND
ANY
AMENDMENTS
THERETO,
APPLICABLE AT
THE
THE
OF
APPROVAL OF
VESTING
TENTATIVE
MAP.
DATED
THIS
DAY
OF
2025.
TAYLOR,
R.
BRAD.
C. E.
92823
CITY
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
RECORDER' S
STATEMENT
FILED
THIS
DAY
OF
2025
AT .
M.
IN
BOOK
OF
MAPS
AND
PLATS,
AT
PAGE
AT
THE
REQUEST OF
OLD REPUBLIC
TILE
COMPANY .
FEE:
BY:
STEVE
BESTOEARIDES
ASSISTANT/ DEPUTY
RECORDER
ASSESSOR -
RECORDER -
COUNTY
CLERK
SAN
JOAQUIN
COUNTY,
CALIFORNIA
SHEET
1 OF
7 790
2 1
2 N
5 N
0 A
Drive
Mode sto
N85
westwoo
dps. com
ProfessionaWestwood Ser vicl Inc
es,
LB
N39' 16' 13" W36 .
45'
C8
320. 00
7' 11' 01 "
40. 12'
N4414'41"EL9
38 .
10'
C9
770 .
00 0' 52' 56 "
11 .
85'
SURVEYOR' S
STATEMENT
LID
N5553' 25137. 60'
C10
580. 00
4 '
06' 28 "
41 .
92'
THIS
MAP
WAS
PREPARED BY
ME
OR
UNDER
MY
DIRECTION
AND
IS
BASED
UPON A
FIELD
SURVEY
1_11
57316' 22" W31. 33'
C11
320. 00
25 '
26' 15 "
142. 07'
IN
CONFORMANCE
WITH
THE REQUIREMENTS OF
THE SUBDIVISION
MAP
ACT
AND
LOCAL
ORDINANCE
L12S2" WNTO4'
155. 38'
C12
614 .
50 5' 03' 32"
54 .
26'
AT
THE REQUEST
OF
CALIFIA,
LLC,
ON
AUGUST
12, 205.
I
HEREBY
STATE
ALL
THE MONUMENTS
ARE
OF
THE CHARACTER AND OCCUPY
THE POSITIONS
INDICATED OR
THAT
THEY
MALL
BE
SET
IN
THOSE
POSITIONS
BEFORE
SEPTEMBER 1,
2026,
AND
THAT
THE MONUMENTS
ARE,
OR
THAT
THEY
L13
N51' 29' 37" E
39 .
07'
C13
270. 00
48 '
23' 29 "
228. 04'
WALL
BE,
SUFFICIENT TO
ENABLE
THIS
SURVEY TO
BE
RETRACED,
AND
THAT
THIS
FINAL
MAP
SUBSTANTIALLY
CONFORMS TO
THE CONDITIONALLY
APPROVED
VESTING
MAP.
TENTATIVE
SIGNATURE
OMISSIONS
L14
N77' 06' 56" W
146. 54'
C14
380. 00
10' 41' 31"
70. 91'
DATED
T
HIS
DAY
OF
2025.
PURSUANT TO
SECTION
66436
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT.
THE
SIGNATURES OF
THE
FOLLOWING
PARTES
HAVE
BEEN
OMITTED:
L15
N40 '
28' 08" W
30. 46'
C15
33500
33' 29' 50"
192. 93'
SG
1. RECLAIMED
ISLANDS
LAND
COMPANY,
RESERVATION FOR
OIL,
GAS,
MINERALS,
AND
L16
N78 53% 13143. 53' C16
1087. 00
8'
07' 34"
154 .
16'
U, ,
foi
OTHER
HYDROCARBON
SUBSTANCES
LANG
BELOW A
DEPTH
OF
500
FEET, PER
Li]
572' 53' 04" E
t
DOCUMENT
NUMBER 20
01- 01
0461 7
7,
S. C J.
R.
20. 43'
C17
644. 50
14 '
15' 41'
160. 42'
WILLIAM
M.
KOCH,
P. L. S.
NO
8092 *
N .
eosz
L18
N5753' 04 " E
35. 36'
C18
644 .
50 32' 44' 29"
368. 30'
S' qT $
0 LIB
N77 '
06' 56" W
159. 77'
C19
644 .
50 12'
2204"
139. 12'
OF
C
AL'
FO
EASEMENT
ABANDONMENT
NOTE
L20
N36' 45' 08" W32 .
38'
C20
350 .
00 39' 29' 00 "
241. 19'
THE
FOLLOWING
EASEMENT IS
BEING
ABANDONED BY
MIS
FINAL
MAP.
PLEASE
REFER
TO
THE
CITY
CLERK' S
STATEMENT ON
SHEET 1.
L21
N6923' E14"
23. 55'
C21
350 .
00 19' 06 '
13"
116 .
70'
RECITALS
1. THE
NON- EXCLUSIVE
PUBLIC
UTILITY P. UE. ) EASEMENT (
FOR PUBLIC
PURPOSES
L22
N9'
4132166. 32'
C22
735. 00
413' 04 "
54. 11'
DEDICATED PER
TRACT
4205
FINAL
MAP
RECORDED
APRIL
24,
2024,
IN
BOOK
44 OF
MAPS
AND PLATS,
PAGE
95,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY, THIN WI
THE
1. RIGHT
TO
FARM
STATEMENT:
L23
N1253' 04194. 00'
C23
550. 00
20 '
25 '
59 "
196. 14'
PER
CITY
OF
LATHROP
MUNICIPAL
CODE
OF
ORDINANCES,
TITLE
15,
CHAPTER
15. 48. 04,
THE
CITY
OF
LATHROP
2 DESIGNATED
REMAINDER
PARCELS AS
SHOWN
ON
TRACT 4223.
L24
N77 ' O6' S6" W
74. 93'
C24
300. 00
48' 23' 29"
25338'
PERMITS
OPERATION OF
PROPERLY
CONDUCTED
AGRICULTURAL
OPERATIONS
WITHIN
THE CITY
LIMITS,
INCLUDING
THOSE
THAT
UTILIZE
CHEMICAL
FERTILIZERS
AND
PESTICIDES.
YOU
ARE HEREBY
ROARED
THAT
THE PROPERTY
YOU
ARE PURCHASING
MAY
BE
LOCATED
CLOSE
TO
AGRICULTURAL
LANDS
AND
OPERATIONS.
YOU MAY
BE
L25
N32' 06' 56" W35 .
36'
C25
2150. 00
100' 46 "
38. 00'
SUBJECT TO
INCONVENIENCE OR
DISCOMFORT
ARISING
FROM
THE
LAWFUL
AND
PROPER
USE
OF
AGRICULTURAL
CHEMICALS
AND
PESTICIDES
AND
FROM
OTHER
AGRICULTURAL
ACTIVITIES,
INCLUDING
WITHOUT
LIMITATIONS,
L26
N1253' 04 " E
20. 43'
CULTIVATION,
PLOWING,
SPRAYING,
IRRIGATION.
PRUNING,
HARVESTING,
BURNING OF
AGRICULTURAL
WASTE
L27
N12' 53A4 " E
80. 43'
PRODUCTS,
PROTECTION OF
CROPS
AND
ANIMALS
FROM
DEPREDATION,
AND
OTHER
ACTVITIES
WHICH
MAY
GENERATE
DUST,
SMOKE,
NOISE,
ODOR,
RODENTS
AND
PESTS.
BE
AWARE
ALSO,
THAT
THIS
PROPERTY
MAY
BE
L28
NT0452 "
11/
155. 38'
LOCATED
ADJACENT TO
AGRICULTURAL
OPERATIONS
OUTSIDE
THE CITY'
S
JURISDICTION, CONSEQUENTLY,
DEPENDING ON
THE
LOCATOR OF
YOUR
PROPERTY,
IT
MAY
BE
NECESSARY
THAT
YOU
BE
PREPARED TO
ACCEPT
SUCH
INCONVENIENCES OR
DISCOMFORT AS
NORMAL
AND
NECESSARY
ASPECT
OF
LIVING IN
AN
L29
N7 '
04' 52 "
W
155 .
38'NGS RADIA
BEAR
AGRICULTURALLY
ACTIVE
REGION.
2. A
SOILS
REPORT
ENTITLED "
GEOTECHNICAL
EXPLORATION,
RIVER
ISLANDS
PHASE 2,
LATHROP,
CALIFORNIA" ,
L30
N75 '
46' 04 "
W
33. 10'
LINER
DIRECTION
REFERENCED AS
PROJECT
NO.
5044. 5.
000.
008
AND DATED
DECEMBER 17,
2018,
HAS
BEEN
PREPARED FOR
THIS
PROJECT BY
ENGEO,
INCORPORATED,
JOSEF
J.
TOOTLE,
C. ENO
2677,
AND
IS
ON
FILE
15TH
THE
CITY
OF
L31
530' 46' 04 "
W
28 .
28'
R) 1
049" 26' 03" W
LATHROP.
3. TRACT
4224.
RIVER
ISLANDS -
PHASE 2,
VILLAGE 6
UNIT
2 FINAL
MAP,
CONTAINS 73
RESIDENTIAL
LOTS
NCTH
L32
N1413 ' 56 "
E
73 .
00'
R) 2
S71 .
38' 37^ E
A
TOTAL
OF
8. 653
ACRES,
MORE
OR
LESS, AS
SHOWN
ON
THIS
ANAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
L33
575' 46' 04 "
W
45.R
310'
N86° 23' 21' W
BELOW):
L34
5141356 " E
101. 00'
6( 4
514° 38' 64' W
TRACT
4224
AREA
SUMMARY
L35
N2053' 12 " E
30. 20'
R) 5
582 '
51' 54 '
E
LOTS 1
THROUGH 73
8. 653
ACA
L36
N2053' 12 " E
30. 20'
R) 6
S3° 55' S7 '
W
L37
N75' 46' 04" W45 .
00'
R
Sez °
28 '
24^ E
L38
N1413' 56" E
100. 00'
RIB
S6 "
58' 23" E
4. BASED
ON
INFORMATION
CONTAINED IN
THE PRELIMINARY
TILE
REPORT,
ORDER
NUMBER
1214023944- LR,
VERSION 2)
DATED
SEPTEMBER 5,
2025,
PROVIDED BY
OLD REPUBLIC
TILE
COMPANY.
L39
N75' 46' 04" W45 .
00'
R) 9
537 °
55' 38 '
W
L40
N1413 '
56 "
E
100. 00'
9110
564° 28' 22^ E
L41
N75' 46' 04" W27 .
00'
9) 11
N139 .
531511A/
L42
N85 '
07' 20 "
E
128. 94'
L43
N85' 0720 " E
136. 82'
L44
N35 '
30 '
25" W
167 .
92'
SHEET
2 OF
7 791
W
C
CENTERLIN
7788
3 8
7788
PARCEL 1
1. 244
ACRES
644
PARCEL
2 2 ?-'
482
ACRES
1a21 n-,
AC
m.
RIB
C4
N82' 55' 08" E 57. 50'
PARCEL
18 TRACT
4205 (
R1)
DETAIL A
FROM
THIS
SHEET
1'
50')
eO
1`
9q
hRA
JrF \
N
JS O2` sl9F
NB8'
48'
39"
E
6. 05'( E)
Sy' Fl
N11' 48' S8' E
1960E) — PARCEL 4
2 6)4
C6
R) 5 '.
7 a¢
L11 / Elal
R2
i\-
PARCEL 3
1 -
7 2.
580
ACRES
I
0 o
c. l\z21 9ofloe.
9 o9m. 9N
R) 11C L14
S
R
9 R) 842
10 3107'
E
R (
R- 644. 50')
857' 52" 35'
W( R)( R= 3505
C19( M- N)
SEE
DETAIL A
ON
THIS
SHEET
N69' 23' 14' R) E(
R) 2
L21 N48' o
22' E( 5B' R)
0( Rl \ PARCEL 4
1. 631
ACRES
f_4: 5 -
Ter
PU. R2)E
1 - }
208.
81'( 4- M) N82'
55' 08" E
GROVELAND
AVENUE
53. 50'( M) 4-
N77'
SB'
39"
W( R)
SEE
DETAIL B
ON
THIS
SHEET
NO3' S7' W( 47" R)
0'
P, U. E.( R2
L19
4 R) 3
264. 52') M -
M) )
251. 10'
0- 4)
PARCEL 5
0. 495
ACRES
25" 4015'
E(
N77'
R)
06' S6" W724
4 -
42'(
MI
BASIS
OF
BEARINGS
PARCEL
17 TRACT
4205 (
R1)
0I0
PARCEL 16
5 5
g
TRACT
4205)
w
31. 051
ACRES t
I
m
C
Al)
z
Imo®
crNO2' S7'
02"
H( R)
PARCEL D
864
21 N08
04 t
PARCEL
18 TRACT
4205 (
R1)
TRACT
4223
102) VILLAGE 6
UNIT
1 TRACT
4223
IIIR2)
JILLAGE 6
UNIT 1
TRACT
4223
I
R2)
TULLAMORE
AVENUE
652. 60
675' 46' W04"
711 .
10'
M -
M)
L35— -
3 A
N75' 46' 04 '
W
711. 27( M)( M- R1)
N
BRANTON
AVENUE
30 DETAIL B
FROM
THIS
1'
SHEET
40')
65flaO
REMAINDER DESIGNATED 4500
S .
F . REMAINDER DESIGNATED 5131
S. F.
REMAINDER DESIGNATED
DETAIL C
FROM
THIS
SHEET
r=2D ')
S. D. E.
STORM
DRAIN
EASEMENT
P. U. E.
PUBLIC
UTILITY
EASEMENT
RIVER
FILL
PIPELINE
EASEMENT
R. F. E.
NOT
A
PART
NAP
LAKE
FILL PIPELINE
EASEMENT
L.F. E .
LAKE
CIRCULATION
PIPELINE
EASEMENT
L. C .
E .
NUMBER,
D. N./ I.N.
DOCUMENT
INSTRUMENT
NUMBER
E)
EASEMENT
DIMINSION
B)
BOUNDARY
T)
TOTAL
INTN)
CENTERLINE
INTERSECTION
BEGIN
CURVE
TO
BC -
CL
BC)
MONUMENT TO
BEGINNING OF
CURVE
M -
CENTERLINE
INTERSECTION
MONUMENT TO
M -
CL
IND() B)
MONUMENT TO
BOUNDARY
M -
M)
MONUMENT TO
MONUMENT
M -
R1) -
R1)
REFERENCE (
SEE REFERENCE
LIST
DENOTES
R1)
REFERENCE
SHOWN
MEASURED AND RECORD
DATA
PER
200 .
00' (LEGEND NAD83). ALL
DISTANCES
SHOWN
HEREON
ARE GROUND
DISTANCES.
3,
ZONE
WAS
TAKEN
AS
THE
BASIS
OF
BEARINGS
SHOWN
ON
THIS
MAP (
COUNTY,
PLATS,
133,
JOAQUIN
MAPS
AND
PAGE
RECORDS OF
SAN
AT
4223,
31,
OF
AS
SHOWN
PER
TRACT
FILED
OCTOBER
2024 ,
IN
BOOK
44 AVENUE,
THE
BEARING OF
NORTH
77' 06' 56"
WEST
ALONG
GROTELAND
BASIS
OF
BEARINGS
CO1
SEE
SHEET 2
FOR
LINE
AND
CURVE
TABLES .
NOTES
SCALE: 1
150'
75'
150'
300'
5' EXISTING
BOUNDARY
SHEET v
We
w
Pro
o
Se
In
WALL
E
EASEMENT
L1/ C1
UNE, BOUNDARY CURVE
LOT
LINE
OR
RIGHT- OF- WAY
LINE
EASEMENT
LINE
CENTERLINE
SHEET
3 OF
7 792
O OS
i
i
woo
OR
PARCEL
18 TRACT
4205 (
121)
mew N) GROV
A
NU
PARCEL
17 TRACT
4205 (
R1) PARCEL
15 TRACT
4205 (
RI)
PARCEL
13 TRACT
4205 (
R1)
STRANDBERGTEENuE
0 60
VILLAGE 5
UNIT
1 TRACT
4226
44 M&P
134
VILLAGE 5
UNIT
1 TRACT
4225
44 M&P
134
VILLAGE 5
UNIT
1 TRACT
4226
44 M&P
134
4 7
SHEET
OF
793
RESTRICTED
ACCESS
SHEET
NUMBER
SHEET
so
LIMIT
LINE
EASEMENT
LINE
LOT
LINE
OR
RIGHT- OF- WAY
ONE
BOUNDARY
LEGEND
3. SEE
SHEET 7
FOR ONE
AND
CURVE
TABLES.
2. SEE
SHEET 3
FOR
BASIS
OF
BEARINGS.
1. SEE
SHEET 3
FOR REFERENCES.
NOTES
SHEET
INDEX
Wes
o
P
o
s
Ser
In
21 1
22 SEE SHEET 6
23 24 \
25 26
79. 61
977. 06'
56"
R) 4
208. 81'( M -
W) \
O
o
6000 8
S.
9 F.
I`
6019
S
F
N79' 19' W( 21" R)
112. 19' C6
10 I
5531
S. F.
I
264.
52') M -
M)
0 N77' 06'
56"
W
724. 42'( 5)
GROVELAND
AVENUE
1 N692 14" 3'
E( R)
23. 55'
R) 2
F.
4*
C7S
7935 6
S. F
J
rJ
977' 06' 110. 56" W
28'
R) 30 1I44705
S. F. 56" N7706'
W
103. 53'
8) 29
4 8) 28
4255
S. F
N77') 6' 56" W100. 00'
Cl
4884 3
S. F
R1
4,
251. 10'( M -
M)
T
REFERE
3 7788
3 24
77B
8 WI
SET 8
5/
x
24"
REBAR
W/
PLASTIC
PLUG " PLO
8092" FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED). SET 17" 1.
BRASS
DISK
STAMPED
PLO
8092"
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
FRONT
LOT CORNERS.
X
SET
1. 00'
WITNESS
CORNER (
W. C.),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO 1. 17" CENTERLINE,
BRASS
DISK
STAMPED "
PLO
8092"
X
FOUND 1.
00'
WITNESS WC. ) CORNER (
IN
SIDEWALK ON
ALONG,
PROPERTY
LINE
PROJECTION,
RADIAL
BEARING OR
PERPENDICULAR TO
CENTERLINE,
17" 1.
BRASS
DISK
STAMPED "
PLO
7788"
PER (
R1) & (
R2)
A
FOUND
2- 1/ 2"
BRASS
DISK
STAMPED " 7788" PLS
PER (
81)
PARCEL D
TRACT
4223
IR2)
PARCEL
17 TRACT
4205 (
R1)
111
5 CC0 LU Lit
VILLAGE 6
UNIT
1 TRACT
4223
62)
41,
N75 '
46' W04"
45. 00'
72 .
00 675' 46' 04" W
975' 46' 04" W711. 10'( M -
M)
652. TULLAMORE 60'
AVENUE
VILLAGE 6
U
IT
1 TRACT
4223
62)
Westwood
Services,
Prof
Inc. 1
N
0'
25'
50'
100'
SCALE:
1" =
50'
GALLIVANT
AVENUE ®
t
w
e oo
ill
8 14, 3
58. 50' —*
FOUND
3/ 1'
IRON
PIPE WM
CAP
STAMPIEO
PLS
1788"
PE
02)
PARCEL B (
R2)
1 BRANTON ®
AVENUE
SHEET
5 OF
7 794
N85
20 0
6 t
4400
S. F.
18 N82' S558' E
100
00'
IIR
64 $ 4400
F
S.
1482' 5508" E
5100' 50'
II
P
6 4400SF
to
o
I
PARCEL
18 TRACT
4205 (
81)
35 482'
55'
08"
E
100. 00
I>
66 to
4400
S. F
I4
N82' 5508010.
00'
I
67 4400
S. F
IIS.
I
30'
5182' 55' 08" E
10000'
Ip
68 1'
4400
S
F
8-
1482. 5508' E
100. 00
Ilp
69 I'
g
4400
5. E
S982'
55' 080
100. 00
70 44
OI
F.
Ilo10
P. U.
E.
R2)
N82' S5'
OB"
E
100. 00
Ip
45 0
S.
F.
11 482' 55' 08" E
100. 00'
72 I
4534
S .
1 '
3 N85
982
l
o
N42' 55' 08" E
100. 00
59 4300
S. F.
01 148255'
100.
08" E
00 5
58 1
4300
F.
S.
01 100. 00'
o
I
482' 55'
57 08E
011
4300
S. F.
of
148255'
08" E
100. 00
011
el s )
lw
102' 55'
08"
E
100.
00'
IS-; IS
73 4887
S
F.
L3
5 m O 02
z
30. 00
56 14825 08
9 2
682' 55' 0105
08"
7V
40 la
0 4337
S.
F. (
0) 24
I_
4300
S. F. )
100.
00'
58255'
08'
0 55 4400
S. F
1482' 55' 080
100. 00
54 4300
S
F
of
882' 101, 5508" E
33'
IF'
it
42174
S 2. F
81'I-.
N87554 '
0°
85 ":
1 00'
2)
53 of
4300
S. F
I
10'
P. U. E( R2) 68755' 08" 0
100, 00'
11 52 4300
S.
F.
of
682' 65' 08" 0
00000
12 42 S. F4200
I8
08" 518255'
E
100. 00'
43 N
4200
S. F.
Imo"
51825508' 0
100. 00'
51 00I
4318
S. F.
80I v1
N82' 55' OBE
100, 00'
of
50 4985S.
F. -
R) 27
C35
982O508' E
100. 00'
IN
44 4200SF
0 30' )
30 48255' 08"
100. 00'
5 420
S
C
875508' 00\
111. 053.50'
57. 50'
88755' 08" E
100.
00 IN
46 4200
S.
F.
I
N8755' 08. 0
100.
00 I>
47 8
4200
S.
F. )
44755'
88"
E
100. 00'
TIN
48 18
4200SF 10
P. U.
E. (
R2)
482' 55'
08"
E
100. 00'
1 C33 - 5667S. F (
8) 26
R) 26
C34
00I
N88' 31' 23' W
13619'
6064E 36
F
N85' 40" 35' 122. E
57'
pl
35 NI
5128
S
F
C36( T) !
2'
8) 31
C38( M- M)
C19
I.
R=
735.
00 2=
15'
44' 52'
L=
02' 202.
TM) ^ 0-_C3g(
R) 13
R=735'
R) 12
R= 550'
I.
n
482' 55' 08' E110. 18'
34 4570SF
11482' 5508" E33
102. 39'
01 1
4453 4825508" F.S.
E
100. 00'
32 I
4400
S. F.
of
N82' S5' 08" E
100. 00'
gi
44 S. 0
F.
100. 00'
9825508° 9
E
4 7
9 4
z' °"
18 2
s
9807
S.
F.
5. 33' (
R) N897jZ9" ( R110 9
stR.)
I /
SOS' /^
s
19 7194
SF.
k7677' h
SJ'
18, 23'
W( R)
12738,
20 I
6476SF
I
o
z • 33' N8315' W( R)
114. 31'
I
8 21
m
5677
S. F. N89' 49' 18' 103. E( R)
50'
0111
4400D S
F
100. 00 N82' 08" 55'
E
PI
440o
S. F.
Ir10'
P. U. E (R2) 1482' 55' 08" E
100. 00'
51 4663S. F.
021
483' 50' 08" 0100 .
09'
NI
6) 15
27 6867
S. F .
6) 14 P. 10'
OE( R2)- J
22 5273
S
F
N8055'
08. 0100. 00
Ip
23 4600
S. F .
lo'
14825558 E
100. 00
e
0'
nl Iof
NJ
R) 6
5-
I
I
5 L16 8) 5
17 15
24 to
d600
S .
F.
I
o
982 '
55' 08 "
E
100. 00'
1 78 .
29'
PARCEL
17 TRACT
4205 (
RI)
N
I00
25 0
4600S F
o.
NB2' 55' 08E
100. 00 '
1713'
65805 . 26
F.
6) 11
30 30'
I
13 D6
56X (
46 .
54ZT) 5
M
M) GROVELANDAvevuE
R) 4
N771) S66'
w
14 15 R) 13 3
724. 42 (
r)
26 y'
O
11 R) 8
R=644
50'
R) 7
R= 350'
SEE CJ)
DETAIL
C
ON
THIS
SHEET
Westwood Pro
o
Services . SCALE: 1
50'
0'
25'
50'
100'
I
NOTES
I.
SEE
SHEET 3
FOR EASEMENT
NOTES
AND
REFERENCES.
2. SEE
SHEET 3
FOR BASS
OF
BEARINGS
AND
LEGEND .
I.
SEE
SHEET 7
FOR
LINE &
CURVE
TABLES.
MONUMENTATION
NOTES
oQFOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
7788"
PER (
R1) & (
R2)
FOUND 3.
00'
WITNESS
CORNER (
W. C.).
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE.
5/ 8"
x
24 "
REBAR
W/
PLASTIC
PLUG " PLS
7788 "
PER (
R2)
FOUND
5/ 8'
REBAR
WITH
PLASTIC
PLUG " PLO
7788 "
PER (
R2),
UNLESS
OTHERWISE
NOTED
T
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLO
8092 "
FOR
ALL
REAR
LOT
CORNERS (
UNLESS
OTHERWISE
NOTED) . SET
1. 17 '
BRASS
DISK
STAMPED
PLO
8092'
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
FRONT
LOT CORNERS.
SET
1. 00'
WITNESS
CORNER ( WC
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE,
1. 17 '
BRASS
DISK
STAMPED "
PLO
8092 "
X
FOUND 1 .
00'
WITNESS
CORNER (
W .
C.)
IN
SIDEWAL
ON
ALONG,
PROPERTY
LINE PROJECTION,
RADIAL
BEARING OR
PERPENDICULAR TO
CENTERUNE,
1. 17'
BRASS
DISK
STAMPED ' PLO
7788'
PER (
RI) & (
R2)
A
FOUND
2- 1/ 2"
BRASS
DISK
STAMPED ' PLO
7788 "
PER (
R1)
22 23
0. 25'
DETAIL C
FROM
THIS
SHEET
1"= 5')
0 3
D
m 0 mR
SHEET
6 OF
7 795
Westw oo
Profe
o
ser
c
In
o
we
com
M
CA
95350
LINE
TABLE
LINE #
DIRECTION
LENG
TH
L]
N75° 46.
04" W
4510'
L2
575.
46'
04"
E
33. 10'
L3
S30°
46' 04' E
2828'
L4
520° 53' 12" E
3020'
L5
520. 53'
12"
E
30. 20'
L6
577.
06'
56W
74 93'
L7
632.
0650W
3536'
18 512.
53' 04'
7 N
20. 43'
L9
512°
53'
04" W
8043'
L10 N7.
04' 52" W
47. 60'
L11 N4°
40' 52" 4
3887'
L12
N0°
46' 00"
W
38. 64'
L13
512°
53'
04" W
2043'
L14
N57. 53' 04' E
35. 38
115
536. 45'
08"
E
32 38'
116
5 78.
63' 43" E
43. 5'
117 NI306'
2204
31. 33'
118 N26.
18' 48' E
35 78'
L19 S10.
1 7281W
42 95'
L20
53° 11'
39"
W
43 70'
LINE
TABLE
LINE #
DIRECTION
LENGTH
L21
N 51. 2937
0 39.
07'
L22
540.
28'
08" E
30. 46'
L23
N55° 53'
25'
E
37. 60'
L24
S39°
16' 13' E
36. 45'
L25 N44.
14'
41"
E
38. 10'
L26
652. 01. 3OW 35. 32'
L27
N3001'
14'
0 34. 67'
L28
585) 07201
W
75. 07'
L29
S50158'
46"
E
36. 03'
L30
N37. 55' 08" E
35. 36'
L31
582° 5608" W75
00 CURVE
TABLE
CURVE #
RADIUS
DELTA
LENGTH
CI
330
00'
008' 27"
657'
C2
330. 7° 19' 00'
22'
42 18'
C3
330
00' 27' 7° 43. 57'
00'
C4
270 14° 00'
09' 66. 35"
73'
C5
270.
14. 00
31"09'
66. 72'
C6
270
00'
2° 26"2' 1040'
C7
380
4°
00'
20"39'
30. 88
08 380. 00'
02'
6°
40. 11"
03'
09 380. 00'
10' 41' 31"
7091'
C10
350
00 19° 06' 13"
116
70'
C11
320. 00'
5°53' 31"
32. 91'
C12
614. 50'
5°
03'
32"
54. 26'
C13
380. 00'
4. 53' 07"
32. 40'
C14
38000'
6°56' 24'
46. 0T
C15
380.
006°
57' 39"
46. 17'
C16
380. 00
055' 09"
45 89'
C17
380
00'
6°54' 10"
45. 78
C1e
32000'
7. 1101' 40.
12'
C19
770. 00'
0° 52' 56 11.
85'
C20
580
00'
303'
28'
32. 64' CURVE
TABLE
CURVE #
RADIUS
DELTA
LENGTH
C21
580
00 0^55' 9. 00"
28'
C22
580. 4° 00' 28"08'
41 92'
C23
550. 9° 00' 48"09'
87. 96'
C24 2. 40' 52000' 24. 32"
28'
C25
520 5. 00 57"52'
53 39'
522C26 5. 00
39' 28"
51 35'
C27
520
00 12' 14.
58'
129
02'
C28
580. 00
2' 20' 23. 40'
73'
C29
580. 00'
4' 58"12'
42. 68'
030
58000
400' 21"
42. 24'
C31
580 3° 00 29'52' 39. 22'
C32
580. 00 14° 36' 28'147.87'
C33
520 1. 00
40' 54"
15. 26'
C34
770
00' 506' 06"
70. 80'
C35
770. 005°35' 37 "
75. 17'
C36
770
00'
10° 51 '
43'
145. 98'
C37
644. 50'
12 .
22 '
04'
139 .
12'
C38
735. 00
15 .
44' 52'
202. 02'
C39
736. 00
4 °
13' 04 "
54. 11'
RADIAL
BEARINGS DIRECTIOLINE #
N
8) N40' 1
15' 25' E
R) N48° 2
22' 58" E
586° R13 21" 23'
W
R)577° 4
58' 39" W
R)571)38'37"W57) R) 20
53. 55' 57 " E
R) 19576° 38' 53 " WR) 18
59 .
23' 01- E
R) 17
38' 440 N14.
R) 16N82 . 51' 54'
W
R) 15
587° 03' 36 '
6 R) 14
N12 .
00' 08' E
R) 13
N8 .
40' 00 -
E
R) 1258O55' 04" WR) 11N89 ° 53' 51" WR) 10
564 °
28' 22 "
W
R) 9
N37 °
55' 38' E
R) 0
N57 "
35' 52" W
R) 7
N42° 07' 31 '
6 6549°26'03"E
RADIAL
8) 31
5022' 45' 11
R) 30
386157' 17' W
R) 29585 . 34' 46' W
R) 28
5780553. W
R) 27
56 °
58' 20W
R) 26
N3 .
53' 21" E
R) 25
N84 °
36' 02' E
R) 24
N86. 47' 370
R) 23
589° 02' 02 .
E
R) 22
S84 °
49' 04 '
E
R) 21
N82 °
28 '
24" W
LINE #
DIRECTION BEARINGS
SHEET
7 OF
7 796
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
EXHIBIT " B"
TRACT 4224 VILLAGE 6 UNIT 2 AREA
797
FUTURE
K- 8
SCHOOL
FUTURE WOODLANDS
WEST)
LAKE
18 FUTURE
K- 8
SCHOO
L
VILLAGE
19 TRACT
4224
VILLAGE
BOUNDARY
6 VILLAGE
5 LAKE
14 VILLAGE
22 FUTURE PARK
VILLAGE
21 LAKE
19 RIVER
S,
jplD
FUTURE PARK VILLAGE
23 FUTURE
PARADISE
CUT
VILLAGE
DISTRICT)
VILLAGE
4 FUTURE
CO
MMUNITY
PARK RIVER
HI
GH
SCHO
VILLAGE
VIL VILL/
798
Subdivision Improvement Agreement ( River Islands Development Area 3, LLC) Tract 4224 Village 6 Unit 2
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, 000,00 for each occurrence and $ 2, 000,00in 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.
799
RIVEISL- 01 LENGLISH
ACORD
L. ------ CERTIFICATE OF LIABILITY INSURANCE
DATE ( MM/ DD/ YYYY)
9/ 10/225
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
CONTACT
NAME:
PHONE FAX
A/ C, No, Ext): ( A/ C, No):
ADDRESS:
INSURER( S) AFFORDING COVERAGE NAIC #
INSURER A: United Specialty Insurance Company 12537
INSURED
River Islands Development Area 3, LLC
73 W. Stewart Rd.
Lathrop, CA 95330
INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURER F :
COVERAGES CERTIFICATE NUMBER: 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
IMM/ DD/ YYYY)
POLICY EXP
MM/ DD/ YYYY) LIMITS
A X COMMERCIAL GENERAL LIABILITY
X ATN2418343P 3/ 19/ 2024 3/ 19/ 2027
EACH OCCURRENCE 2, 000,00
CLAIMS - MADE X OCCUR DAMAGE TO RENTED
PREMISES ( Ea occurrence)
50, 000
MED EXP ( Any one person)
0 PERSONAL & ADV INJURY 1, 000,00
GEN' L AGGREGATE LIMIT APPLIES
PRO
JECT
PER:
LOC
GENERAL AGGREGATE 2, 000,00
PRODUCTS - COMP/ O AGG 2, 000,00
AUTOMOBILE LIABILITY
SCHEDULED
AUTOS
NON -OWNED
AUTOS ONLY
COMBINED SINGLE LIMIT
Ea accident)
BODILY INJURY ( Per person)
BODILY INJURY (Per accident)
PROPERTY DAMAGE
Per accident)
UMBRELLA LIAB
EXCESS LIAB
OCCUR
CLAIMS - MADE
EACH OCCURRENCE
AGGREGATE
DED RETENT ON $
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETOR/ PARTNER/ EXECUTIVE
OFFICER/ MEMBER EXCLUDED?
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
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES ( ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Tract 4224
City of Lathrop, its officers, City Council, boards and commissions and members thereof, its employees and agents are included as Additional Insureds as 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
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
800
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 rec uired 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:
1. 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
801
Office, Inc., 2012 Page 1 of 1
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)
and
The Additional Insured is a Named Insured under such other insurance; 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 1 802
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
803
ATTACHMENT
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
October 13, 2025
Via Email and Hand Delivery
Old Republic Title Company
1215 W. Center Street, Suite 103
Manteca, CA 95337
Attn: Lori Richardson
Re: Recordation of Final Map 4224; Escrow No. 1214023944 Dear Lori:
This letter constitutes the joint escrow instructions (" Escrow Instructions") of River Islands Development Area 3, LLC, a Delaware limited liability company (" RIDA3") 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 final map Final Map"). Recordation of the Final 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 Final Map will be recorded at the time designated by RIDA3 as set forth below. The Final 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 December 31, 2025, at the time designated in writing by RIDA3, subject to satisfaction of the conditions set forth below ( each a Closing"). If the Final Map has not been recorded by June 30, 2026, ORTC will return the Final 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 RIDA3 for recordation in the Official Records of San Joaquin County, California (" Official Records").
B. 1. One original Final Map for Tract 4224, 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 RIDA3, 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 RIDA3 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 RIDA3.
1 804
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
Funds to be wire transferred directly to the entity set forth below, immediately upon recordation of the Final Map, in accordance with the wire transfer instructions for each entity are as follows: The amount of $33, 530. 38, 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 8. 653 acres ( or portion thereof) included in the Final Map, is to be transferred to the City upon recordation of the Final 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@riverislands. com); ( c) Brad Taylor ( btaylor( ci. Iathrop. ca. us); ( d) Salvador Navarrete ( snavarrete@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 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;
2 805
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
E. 4. Refund any funds delivered to you by RIDA3 that are not disbursed at the time of the final Closing pursuant to these Escrow Instructions to the following entity and address:
River Islands Development Area 3, LLC
73 W. Stewart Road
Lathrop, CA 95330
Attn: Susan Dell' Osso
E. 5. Notify Susan Dell' Osso ( sdellosso riverslands. com), Debbie Belmar ( dbelmar( ariverislands. com), Brad Taylor ( btaylor@ci. lathrop. ca. us), Stephanie Rosillo- Siva ( srosillo( @.. ci Iathrop. ca. us), Monica Garcia mgarcia@ci. lathrop. ca. us), Teresa Vargas ( tvargas( cr)i. lathrop. ca. us), Sarah Pimentel spimentel@ci. lathrop. ca. us), and Jose Molina ( JMolina a( sigov. org) of the completion of the Transaction;
E. 6. Within five ( 5) business days after each Recordation Date, deliver by overnight delivery via recognized, national, overnight delivery carrier to: (1) Susan Dell' Osso, River Islands Development Area 3, 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 Date
President
River Islands Development Area 3, LLC
3 806
JOINT ESCROW INSTRUCTIONS
RECORDATION OF FINAL MAPS
RIVER ISLANDS AT LATHROP)
ESCROW INSTRUCTIONS
ACKNOWLEDGEMENT AND AGREEMENT:
Receipt of the foregoing Escrow Instructions from RIDA3 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 RIDA3 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:
4 807
OWN
WI
2 P
E
2 1
1 1
2 27
3 3
49 5
6 6
A
7 AL
TH
LO
ON
A
INDI
B
TH
SYM
AS
SHOWN
ON
THIS
FINAL
MAP.
TO
ENSURE
MUNICIPAL
WATER
SERVICES TO
ALL
LOTS
SHOWN
UPON
THIS
FINAL
MAP,
ALL
GROUND
W
ATER
RIGHTS
THAT
THEUNDERSIGNED
MAY
HAVE
WITHIN
THE DISTINCTIVE
BORDER
UPON
THIS
MAP,
HEREBY
ARE DEDICATED TO
THE
CITY
OF
LATHROP.
OWNER
INTENDS TO
SUBDIVIDE THE
LAND
SUBJECT
TO
THIS
MAP
WI
TH
ANY
AND
ALL RIPARIAN
RIGHTS
OR
OTHER
WATER
INTERESTS TO
WHICH
THE SUBJECT
LAND
IS
ENTITLED
THEREIN
APPURTENANT OR
RELATING TO
THE
LANDS,
WHETHER
SUCH
WATER
RIGHTS
SHALL
BE
RIPARIAN,
OVERLONG,
LITTORAL
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.
OWNER:
RIVER
ISLANDS
DEVELOPMENT
AREA
3,
LLC,
A
DELAWARE
LIMITED
LIABILITY
COMPANY
BY. NAME:
SUSAN
DELL' OSSO
DATE
ITS:
PRESIDENT TRUSTEE' S
STATEMENT
OLD REPUBLIC
TITLE
COMPANY,
A
CALIFORNIA
COIRPORATON,
AS
TRUSTEE,
UNDER
THE
DEED
OF
TRUST
RECORDED
SEPTEMBER 19,
2024,
AS
DOCUMENT
NUMBER
2024- 079836,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY.
DATED
THIS
DAY
OF
2025.
BY: NAME. ITS: ACKNOWLEDGEMENT
CERTIFICATE (
TRUSTEE)
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
CAUFORNIA
COUNTY OF
SAN
JOAQUIN
ON ,
2025
BEFORE
ME,
A
NOTARY
PUBUC,
PERSONALLY
APPEARED
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITY( IES),
AND
THAT
BY
HIS/ HER/ THEIR
S) SGNATURE(
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:
SIGNATURE. NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER'
MY
COMMISSION
EXPIRES:
EXEMPT
FROM
FEE
PERGOVERNMENT
CODE
27388. 1;
DOCUMENT
RECORDED IN
CONNECTION
WI
TH
A
CONCURRENT
TRANSFER
SUBJECT TO
THE
IMPOSITION OF
DOCUMENTARY
TRANSFER TAX
Westwo
Pho
Scen iDrive
M
westwoo dps
coln
Wes Protwood fessiona Ser vice s
l
Inc.
CITY
CLERK' S
STATEMENT
I,
TERESA
VARGAS.
CITY
CLERK
AND
CLERK
OF
THE
CITY
COUNCIL
Of
THE
CITY LATHROP, OF
STATE
OF
CAUFORNIA,
DO
HEREBY
STATE
THAT
THE
HEREIN
EMBODIED
MAP
ENTITLED "
TRACT
4224,
RIVER
ISLANDS -
PHASE 2,
VILLAGE 6 2"
UNIT
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING OF
SEVEN (
7)
SHEETS,
THIS
STATEMENT
WAS
PRESENTED TO
SAID
Ott
COUNCIL,
AS
PROVIDED BY
LAW,
AT
A
MEETING
THEREOF,
HELD
ON
THE
DAY
OF ,
2025,
AND
THAT
SAID
CITY
COUNCIL
DID
THEREUPON BY
RESOLUTION NO.
DULY
PASSED
AND
ADOPTED AT
SAID
MEETING,
APPROVE
SAID
MAP,
AND
AUTHORIZED ITS
RECORDATION,
AND
ACCEPTED ON
BEHALF
OF
THE
CITY
OF
LATHROP,
FOR PUBLIC
USE,
THERELINQUISHMENT OF
ACCESS
RIGHTS
TO
LOTS
1, 10, 3,
11,
17,
18,
26,
27,
37,
38,
49,
50,
61,
62 AND
73 ALONG
THE
LOTS
LINES
AS
INDICATED BY
THE SYMBOL'///// .
AND
THE DEDICATION OF
ALL
PUBLIC
UTUTY
EASEMENTS AND EASEMENTS. WALL
THE DEDICATION OF
GROUND
W
RIGHTS, ATER
AS
SHOWN
ON
SAID
FINAL
MAP.
ALSO,
PURSUANT TO
SECTION
66434( G)
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE CITY
OF
LATHROP
DOES
HEREBY
ABANDON THE
NON- EXCLUSIVE
PUBLIC
UTILITY
EASEMENT (
P. E. ) U.
FOR PUBLIC
PURPOSES
DEDICATED PER
TRACT
4205
FINAL
MAP
RECORDED
APRIL
24,
2024,
IN
BOOK
44 OF
MAPS
AND PLATS,
PAGE
95,
OFFICAL
RECORDS OF
SAN
JOAQUIN
COUNTY,
WITHIN
THE BOUNDARY OF
LOTS 1
AND
2 NOT
LONG
WITHIN
THE 10' DEDICATED
P. U. E.
AS
SHOWN
ON
THIS
ANAL
MAP.
FURTHER
STATE
THAT
ALL
BONDS
AS
REQUIRED BY
LAW
TO
ACCOMPANY THE WITHIN
MAP,
IF
APPLICABLE,
HAVE
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
OF
CALIFORNIA ACKNOWLEDGEMENT
CERTIFICATE (
OWNER)
A
NOTARY
PUBUC
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
JOAQUIN
ON ,
2025
BEFORE
ME,
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND
ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPAOTYIES),
AND
THAT
BY
HIS/ HER/ THEIR
SGNATURE( S)
ON
THE
INSTRUMENT 1HE PERSON( S),
OR
THE
ENTITY
UPON
BEHALF
OF
WHICH
THE PERSONS)
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:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
VICINITY
MAP
NOT
TO
SCALE
SECRETARY
OF
THE
PLANNING
COMMISSION' S
STATEMENT
THIS
MAP
CONFORMS TO
VESTING
TENTATIVE
MAP
NO.
6716
RECOMMENDED BY
THE
PLANNING
COMMISSION
AND
APPROVED BY
THE
CITY
COUNCIL
PER RESOLUTION N0.
21- 4908.
DATED
THIS
DAY
OF
2025.
RICARDO
CAGUTAT,
COMMUNITY
DEVELOPMENT
DIRECTOR
CITY
OF
LATHROP
CITY
ENGINEER' S
STATEMENT
I,
BRAD
R.
TAYLOR,
HEREBY
STATE
THAT I
AM
THE
CITY
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
AND
THAT I
HAVE
EXAMINED
THIS
ANAL
MAP
OF '
TRACT
4224,
RIVER
ISLANDS -
PHASE 2,
VILLAGE 6
UNIT
2',
CITY
OF
LATHROP,
CALIFORNIA,
AND
THAT
THE SUBDIVISION
SHOWN
HEREON IS
SUBSTANTIALLY THE
SAME
AS
IT
APPEARED
ON
THE VESTING
TENTATIVE
MAP
NO.
6716,
AND
ANY
APPROVED
ALTERATIONS
THEREOF.
I
FURTHER
STATE
THAT
THIS
ANAL
MAP
COMPUES
WITH
ALL
PROVISIONS OF
CHAPTER 2
OF
THE CALIFORNIA
STATE
SUBDIVISION
MAP
ACT
AND APPUCABLE
ORDINANCES OF
THE
CITY
OF
LATHROP,
AND
ANY
AMENDMENTS
THERETO,
APPLICABLE AT
THE
TIME
OF
APPROVAL OF
VESTING
TENTATIVE
MAP.
DATED
THIS
DAY
OF
BRAD
R.
TAYLOR,
R. C. E.
92823
OTY
ENGINEER OF
THE
CITY
OF
LATHROP,
CAUFORNIA
RECORDER' S
STATEMENT
2025 .
FILED
THIS
DAY
OF
2025,
AT .
M.
IN
BOOK
OF
MAPS
AND
PLATS,
AT
PAGE
AT
THE REQUEST OF
OLD REPUBLIC
TITLE
COMPANY.
FEE: $
BY:
STEVE
BESTOLARIDES
ASSSTANT/ DEPUTY
RECORDER
ASSESSOR -
RECORDER -
COUNTY
CLERK
SAN
JOAQUIN
COUNTY,
CALIFORNIA
SHEET
1 OF
7 808
2 2
2 4
N
0 t
95 0
3 APS
9 tn
Phone
Scen i
D
rive
A
Mode sto
C
9 985
2 E
CA` 1f
westwoodps
com N3916'13'WL8
36. 45'
C8
320. 00
7 '
11' 01 "
40. 12'
Westwoo Profe ssiod Servicnal
s,
Inc.
L9
N4414' 41 "
E
38. 10'
C9
770 .
00 0'
52' 56"
11 .
85 '
SURVEYOR' S
STATEMENT
L10
N55' 53' 25 " E
37. 60'
C10
580 .
00 4 '
08' 28 "
41. 92'
THIS
MAP
WAS
PREPARED BY
ME
OR
UNDER
MY
DIRECTION
AND
IS
BASED
UPON A
FIELD
SURVEY
L11
91316' 22" W31. 33'
C11
320. 00
25' 26' 15 "
142 .
07'
IN
CONFORMANCE
MATH
THEREQUIREMENTS OF
THE SUBDIVISION
MAP
ACT
AND
LOCAL
ORDINANCE
AT
THE REQUEST OF
CALIFIA,
LLC,
ON
AUGUST
12,
2025.
I
HEREBY
STATE
ALL
THE MONUMENTS
L12
N7' 04' S2" W155 .
38'
C12
614 .
50 5'
03' 32"
54. 26'
ARE
OF
THE CHARACTER AND OCCUPY
THE
POSITIONS
INDICATED OR
THAT
THEY
WILL
BE
SET
IN
THOSE
P000085
BEFORE
SEPTEMBER 1,
2026,
AND
THAT
THE MONUMENTS
ARE,
DR
THAT
THEY
L13
N51 '
29' 37 "
E
39. 07'
C13
270. 00
48' 23' 29 "
228. 04'
WILL
BE,
SUFFICIENT TO
ENABLE
THIS
SURVEY TO
BE
RETRACED,
AND
THAT
THIS
FINAL
MAP
SUBSTANTIALLY
CONFORMS TO
THE CONDITIONALLY
APPROVED
VESTING
TENTATIVE
MAP.
SIGNATURE
OMISSIONS
L14
N77' 06' S6" W
146. 54'
C14
380. 00
10' 41' 31"
70 .
91'
DATED
THIS
DAY
OF
2025.
PURSUANT TO
SECTION
66436
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE
L15
940' 28' 08" W30. 46'
C15
330. 00
33' 29' 50"
192. 93'
SIGNATURES OF
THE
FOLLOWING
PARTIES
HAVE
BEEN
OMITTED:
1. RECLAIMED
ISLANDS
LAND
COMPANY,
RESERVATION FOR OIL,
GAS,
MINERALS,
AND
PIA
LMN\
LI6
978 53' 43
E
43. 53'
C16
1087. 00
8'
07' 34 "
154. 16'
m
OTHER
HYDROCARBON
SUBSTANCES
LYING
BELOW A
DEPTH
OF
500
FEET, PER
L17
N12' 53' 04 " E
20. 43'
C17
644. 50
1415' 41 "
160 .
42'
DOCUMENT
NUMBER
2001- 01046177, S. C J.
R.
WILLIAM M.
KOCH,
P.
L.
S.
NO
8092
A.
0093
L18
N57' 53' 04135. 36'
C18
644. 50
32' 44' 29 "
368 .
30'
CAI_ IA
Zc
OF
LI9
N77 '
06' 56.' 19159. 77'
C19
644. 50
12 '
22' 04"
139. 12'
L20
N36 '
45' 08" W
3238'
C20
350. 00
3929' 00 "
241. 19'
EASEMENT
ABANDONMENT
NOTE
THE
FOLLOWING
EASEMENT IS
BEING
ABANDONED BY
THIS MAP. FINAL
PLEASE
REFER
TO
L21
N6923' 14" E
23 .
55'
021
350 .
00 19'
0613"
116. 70'
THE
CITY
CLERK' S
STATEMENT ON
SHEET 1.
L22
N9' 42' 32" E
66. 32'
C22
735 .
00 413' 04 "
54. 11'
1. THE NON- EXCLUSIVE
PUBLIC
UILITY
EASEMENT (
P. O. E.)
FOR PUBLIC
PURPOSES
RECITALS
DEDICATED PER
TRACT
4205
FINAL
MAP
RECORDED
APRIL
24,
2024,
IN
BOOK
44 OF
1. RIGHT
TO
FARM
STATEMENT:
MAPS
AND
PLATS,
PAGE
95,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY,
WITHIN
THE
L23
91253' 04 " E
94. 00'
C23
550 .
00 2025 ' 59"
196. 14'
PER CITY
OF
LATHROP
MUNICIPAL
CODE
OF
ORDINANCES,
TILE
15,
CH
APTER
15. 48. 04,
THE
CITY
OF
LATHROP
2 DESIGNATED
REMAINDER
PARCELS AS
SHOWN
ON
TRACT
4223.
L24
N77' O6' 56" W74. 93'
C24
300. 00
48 '
23 '
29"
253 .
38'
PERMITS
OPERATOR OF
PROPERLY
CONDUCTED
AGRICULTURAL
OPERATORS
WITHIN
THE
CITY
LIMITS,
INCLUDING
MOSE
THAT
UTILIZE
CHEMICAL
FERTILIZERS
AND
PESTICIDES.
YOU
ARE HEREBY
NOTIFIED
THAT
THE PROPERTY
125
N32 '
06' S6 "
W
3536'
C25
2150. 00
100' 46 "
38. 00'
YOU
ARE
PURCHASING
MAY
BE
LOCATED
CLOSE
TO
AGRICULTURAL
LANDS
AND
OPERATIONS.
YOU MAY
BE
SUBJECT TO
INCONVENIENCE OR
DISCOMFORT
ARISING
FROM
THE
LAWFUL
AND
PROPER
USE
OF
AGRICULTURAL
L26
912 '
53' 04 "
E
20. 43'
CHEMICALS AND PESTICIDES
AND
FROM
OTHER
AGRICULTURAL
ACTIVITIES,
INCLUDING
WITHOUT
LIMITATIONS,
L27
812' 53' 04 " E
80. 43'
CULTIVATION,
PLOWING,
SPRAYING,
IRRIGATION,
PRUNING,
HARVESTING,
BURNING OF
AGRICULTURAL
WASTE
PRODUCTS,
PROTECTION OF
CROPS
AND
ANIMALS
FROM
DEPREDATION,
AND OTHER
ACTIVITIES
WHICH
MAY
L28
N7' 04' 52 "
W
155. 38'
GENERATE
DUST,
SMOKE,
NOISE,
ODOR,
RODENTS
AND PESTS.
BE
AWARE
ALSO,
THAT
THIS
PROPERTY
MAY
BE
LOCATED
ADJACENT TO
AGRICULTURAL
OPERATIONS
OUTSIDE
THE
CITYS
JURISDICTION.
CONSEQUENTLY,
DEPENDING ON
THE
LOCATION OF
YOUR
PROPERTY,
IT
MAY
BE
NECESSARY
MAT
YOU
BE
PREPARED TO
L29
NTO4' 52 "
W
155. 38'
RADIAL
BEARINGS
ACCEPT
SUCH
INCONVENIENCES OR
DISCOMFORT AS
NORMAL
AND
NECESSARY
ASPECT
OF
LIVING IN
AN
L30
N75 '
46' 04 "
W
33 .
10'
LINE #
DIRECTION
AGRICULTURALLY
ACTIVE
REGION.
2. A
SOILS
REPORT
ENTILED "
GEOTECHNICAL
EXPLORATION,
RIVER
ISLANDS
PHASE 2,
LATHROP,
CALIFORNIA" ,
L31
930' 46' 04 "
W
28. 28'
R) 1
S49. 26' 03 "
W
REFERENCED AS
PROJECT
NO. 5044
000. 008
AND DATED
DECEMBER 17,
2018, HAS
BEEN
PREPARED FOR
THIS
PROJECT BY
ENGEO,
INCORPORATED,
JOSEF
J.
TOOTLE,
G. E.
NO.
2677,
AND
IS
ON
FILE WTH
THE
CITY
OF
LATHROP.
L32
N1413' 56 " E
73. 00'
R) 2
S71. 38. 37" E
3. TRACT
4224,
RIVER
ISLANDS -
PHASE
2,
VILLAGE 6
UNIT
2 FINAL
MAP,
CONTAINS 73
RESIDENTIAL
LOTS
WITH
A
TOTAL
OF
8. 653
ACRES,
MORE
OR
LESS, AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
L33
975 '
46' 04' W
45. 10'
R) 3
N86 .
23. 2155/
BELOW):
L34
9141356 " E
101. 00'
R) 4
S14° 38' 44" W
TRACT
4224
AREA
SUMMARY
L35
N2053' 12 " E
30. 20'
IRIS
582° 51' S4' E
LOTS
1 THROUGH 73
8. 653
ACt
L36
N2053' 12" E
30 .
20'
q)6
S3 °
5657 "
W
L37
N75' 46' 04" W45 .
00'
1417
582° 28' 24 " E
L38
N1413' S6 " E
100. 00'
RIB
S6" 59' 23' D
4. BASED
ON
INFORMATION
CONTAINED IN
THE
PRELIMINARY
TITLE
REPORT,
ORDER
NUMBER
1214023944- LR,
VERSION 2)
DATED
SEPTEMBER 5,
2025,
PROVIDED BY
OLD REPUBLIC
TILE
COMPANY.
L39
N75 '
46' 04" W
45 .
00'
819
537° 55' 38' W
L40
N1413' 56" E
100 .
00'
R) 10
S64° 28' 22 '
E
L41
N75 '
46' 04" W
27. 00'
R) 11
N89 °
53 '
S1" W
L42
N85O7' 20
E
128. 94'
L43
N85O7' 20" E136 .
82'
L44
N35 '
30' 25" W
167. 92'
SHEET
2 OF
809
ALONG
S
17 2
S
3 824
676
C,
R) R) 7 6
PARCEL 1
1. 244
ACRES
N82' 5508"
E
PARCEL
18 TRACT
4205 (
51)
DETAIL A
FROM
THIS
SHEET
ti1"
50' )
1e
RJR`
7 f\
h
686' 48'
39"
E
6. 05'( E)
N11' 48' 58` E13. 60'( E) PARCEL 4
57. 50'
BOA
RC1VELL S
4 e
c4
5 N825508" E
53. 50'( M -
M)
R19 R) 10
1 R
208.
81'( OO
yr- GROVELAND I
AVENUE
N77' 58'
39`
W
R
SEE
DETAIL B
ON
THIS
SHEET
NO3'
57'
47" W(
O\ R)
R) 2
N '
N42' 07' 31" ER 644
R=
N57'
50'
35 52
W
R
R= 350")
C19( M- M)
SEE
DETAIL
A
ON
THIS
SHEET
N69'
23') 4` R) E( N48' L2 58 22'
E
R
10' U. E
P.
02 c76
PARCEL5
0. 495
ACRES
N4015' E( 25" R) L22
L19
124
CI) t (
R) 3
264. 52'( M -
M) )
251. 10'( M -
M)
N77" O6'
56" W
724.
M -
42'(
M)
BASIS
OF
BEARINGS
PARCEL
17 TRACT
4205 (
R1)
0 w Lu
PARCEL 16
0 g
o
TRACT
4205)
w
31. 051
ACRES 3
iwn
R1)
z
mED
975' 46' 04 "
W
711. 27'( M)( M- R1)
611' 44
6L4CLRIINTX- MRt
N
2150. 00,
N'
02' 57'
02"
W( R)
21 O
GpOVEU15
PARCEL D
PARCEL
10 TRACT
4205 (
R1)
TRACT
4223 (
R2) VILLAGE 16
UNIT
1 TRACT
4223
I
R2)
TULLAMORE
AVENUE
6526o
675' 46' W04"
711. 1
M)
I
14 r
0'
MBRANTON
AVENUE
1 L3
DETAIL B
FROM
THIS
1"
SHEET
40')
REMAINDER DESIGNATED
3030' O QLuTN
REMAINDER DESIGNATED 4500
S. F .
L36 \
REMAINDER DESIGNATED 5131
S. SEE F.
DETAIL C
ON
THIS
SHEET
DETAIL C
FROM
THIS
SHEET
1"= 20')
Westw o
Professional EXISTING
BOUNDARY v
Se
In
SHEET
t
0'
75'
150'
300'
SCALE, 1
150'
NOTES
1. SEE
SHEET 2
FOR
UNE
AND
CURVE
TABLES.
BASIS
OF
BEARINGS
THE
BEARING OF
NORTH
77 '
06' 56"
WEST
ALONG
GROVELAND
AVENUE ,
AS
SHOWN
PER
TRACT
4223,
FILED
OCTOBER 31,
2024,
IN
BOOK
44 OF
MAPS
AND
PLATS,
AT
PAGE
133,
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.
LEGEND
200. 00' (
R1)
R1)
M -
M)
M -
B)
M -
CL
INTX)
M -
BC)
BC -
CL
INT%)
E)B)T)
D. N./ I.N. L. C. E.
L .
F . NAP E.
R. F .
E .
P. U. E .
S. D. E. W. L1/ E . C1
MEASURED
AND
RECORD
DATA
PER REFERENCE
SHOWN
DENOTES
REFERENCE (
R1) -
SEE REFERENCE
UST
MONUMENT TO
MONUMENT
MONUMENT TO
BOUNDARY
MONUMENT TO
CENTERLINE
INTERSECON
MONUMENT TO
BEGINNING OF
CURVE
BEGIN
CURVE
TO
CENTERLINE
INTERSECTION
TOTAL EASEMENT BOUNDARY
DIMINSION
DOCUMENT
NUMBER,
INSTRUMENT
NUMBER
LAKE
CIRCULATION
PIPELINE
EASEMENT
LAKE
FILL
PIPELINE
EASEMENT
NOT
A
PART
RIVER
FILL
PIPELINE
EASEMENT
PUBLIC
UTILITY
EASEMENT
STORM
DRAIN
EASEMENT
WALL
EASEMENT
UNE, BOUNDARY CURVE
LOT
LINE
OR
RIGHT- OF- WAY
LINE
EASEMENT
LINE
CENTERLINE
SHEET
3 OF
7 810
PARCEL
13 TRACT
4205 (
811
PARCEL
15 TRACT
4205
RI)
PARCEL
13 TRACT
4205
181)
VILLAGE 5
UNIT 1
TRACT
4226
44 M&P
134
VILLAGE 5
UNIT 1
TRACT
4225
44 M&P
134
VILLAGE 5
UNIT 1
TRACT
4226
44 M&P
134
SHEET
INDEX
Westwo
Profe s
Se
c
In
1 NOTES SEE
SHEET 3
FOR REFERENCES.
2 SEE
SHEET 3
FOR BASIS
OF
BEARINGS.
3. SEE
SHEET 7
FOR
ONE
AND
CURVE
TABLES.
LEGEND
INN
BOUNDARY LOT
LINE
OR
RIGHT- OF- WAY
LINE
EASEMENT
LINE
SHEET
LIMIT
LINE
SHEET
NUMBER RESTRICTED
ACCESS
SHEET 4
OF
811
21 1
I
22 23
SEE SHEET 6
24 \
25 26
16 6207SF
4. 99'
12 5064
S.
F.
14. 06'
ro
8)4
208.
81'( M -
M) \
O
6000 8
F.
S
H66' 35
Og
10RP
E (
K0---\\
9 IN
6019
SF
1 479' 19'
21"
W( R)
112. 19'
5531
S. F
N77' 06
56 159. 77( 1')
251. 1( AM- M)
264. 52') M -
M)
477'
06' 56" W
724. 42'( T)
GR0VELAND
AVENUE
469' 14" 23'
E( R)
23. 55'
8)2
0 0 0E.
P
7S
7935 6
S
F
J
rJ
N77' 06' 56" W110. 28'
R) 3D
4470 5
S
F
N77' 56' 06' 103. W
53'
R) 29
4 R) 28
4255
S. F
N77' 06' S6" W
100. 00'
C1
8) 1
4884 3
S. F
LEGE
TABL
7788
3 C
8 778
T
SET
5 8
x
24 REBA
W
PLAST
PLU
PL
80 FO
AL
RE
LO
CORNERS (
UNLESS
OTHERWISE
NOTED). 1
SET
17'
BRASS
DISK
STAMPED
8092" PLO
IN
SIDEWALK 1.
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
FRONT CORNERS.LOT
21:
SET
1. 00'
WITNESS
CORNER (
WC.),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO 1.7" CENTERLINE,
BRASS
DISK
STAMPED "
PLO
8092'
X
FOUND 1.
00'
WTNESS
CORNER (
W
C.
IN
SIDEWALK ON
ALONG,
PROPERTY
LINE
PROJECTION,
RADIAL
BEARING OR
PERPENDICULAR TO
CENTERLINE,
17" 1.
BRASS
DISK
STAMPED "
PLO
7788°
PER (
R1) & (
82)
A
FOUND
2- 2° 1/
BRASS
DISK
STAMPED "
PLS
7788'
PER (
R1)
PARCEL D
TRACT
4223
IR2)
PARCEL
17 TRACT
4205
IRi)
CC0CC
VILLAGE 6
UNIT
1 TRACT
4223
221
875 '
46' 04 "
W
45. 00'
75 g
4500 2
S.
F.
45. 00' 72 .
00 675 '
46' 04" W
N75' 46' 04 " W
711. 10'( M- )
652. TULLAMORE 60'
AVENUE
VILLAGE 6
U
IT
1 TRACT
4223
621
89 W
t
Se
P
o
I
0'
25'
50'
100'
SCALE:
1" =
50'
GALLIVANT
AVENUE ® 5850 -
Cr)
I'
I
FOUND
3/ 4°
IRON
PIPEWT
CAP
STAUPIED ' PLS
7768 '
PER (
R2)
PARCEL B
IR2)
mfr
BRANTON ®
AVENUE
SHEET
5 OF
7 812
88507
0265
6 4400
S. F
1-
N8055000
100
00 IIP
64 0
S
4400
F.
N82' S5. OB" E
100.
00 Ip
65 4400
S. F
Io.
8815508" E
100. 00
IQ
66 ('
o
4400
S.
F.
I4
PARCEL
18 TRACT
4205 (
RI)
182'
5508" E
100. 00'
67 4400
S.
F
IS.
882' 55'
08"
E
10000
Ip
68 4400
S
F.
Ilo
882'
5508'
E
100. 00'
Ig
69 4400
S. F
1 NB05508"
E
10000'
I
70 4400
S.
F.
14 10
2. U. E.( R2)'" I
N82' 55' 0B" E
100. 00
Ip
71 1'
g
4500
sF
882' 55. 08" E
100. 00
11,
72 I
51 4534
S.
F
I
X75
of
4300S
2 I
N82' 0
S5'
E
100. 00
59 81
4300
S
F.
1 N8050001100. 00'
13, 2_S.
N82' S5'
00"
E
100. 00'
IN,
73 4887S. F
L3
58 11( 1.)
S.
4300
F.
o
I
100. 00'
1 1482. 5500E
0O 9
I3n
41 430
S
F
1482. 5000" E
100. 00'
of
13 30. 5VA 00'
o
118755' 08" EI
11100'( 1)
53. 50'
57. 50'
56 S.
4300 100041 F.
N8055' 00E 55 4400
S.
F. 14
41 160
42 614
94 5
7 ry82155108" E
100. 00
54 138755108T 43005F
100. 00
I
53 4300
S.
F.
P
0. E( R2)
I
8821
55' 00E
100. 00'
ul
52 S
4 300
S.
F.
882
08 113
R
2 N82' 105
5508" E
71'
40 433] F
S.
8) 24
518215008" E101. 33'
II
41 S. F4217
IJ
2. 81'
8875008" E
10000
IN
42 IV,
4200
0 F
Imo'
882' 55' 08" E
100. 00
IIN
43 4200
S.
100.
N8O55108E F.
00 I>
44 4200S. F
1 1482'
5508" E
100. 00'
I
45 4200
F.
S.
18. 1
882' 556'8 (
00. 00'
pl
51 CI
4318SF
0) gII
6 75508E
10000
49855 50
N
F. -
8) 27
C35
11875508" E
100.
00 IN
46 to
4200
S. F.
N82'
S5' 08E
100. 00
Is
4200
SR1s -
S.,
882' 55' 08'8
100. 00'•
8 4200
S. F.
10'
P
U. E.( R2)- 4
0-
882'
50080
100. 00
IN
C33 w'
49 566751.
18125
6) 26
C34 C36( T)
8) 31
C38( M- M)
644
50 29
s4a
888
0 31' 23' 136
1V
19'
36 6064
S
F
N85' 3040" E122. 57
35 NI
5128
S
F
pl 5508" 1182' 110. E
18' g450SF N82155' 08" E
102. 39'
p1
33 o)
4453
S. F.
88155' 08" E
100. 00'
1t1
4403028 .
F.
I
8805008" 100. E
00 31 4400
S. F.
gl
882' 55. 08" E
100. 00' 5
Sg
33'
40 77
4 9807S 18
F.
5 R) 9
0) 10
13005,
19 F.7194S.
076375j.
ry
18. 23'
1( 0)
12738'
3 20 / 6476SF /
o
33' N8315' W( R) ))
4. 37'
I15 ,a
I
567731, S.
211F
I
I
4400 30 F5. . S.
100. 00 882' 50' 060 4a
S.
0 F.
SI 10'
PU. E.( R2) N82150081-
100. 00'
31 28
01,.)
4663
S. F .
689149' 103. 181( R)
50'
10'
P. E. ( U.
R2)-- II
f
1-
5273
S
F
882' 5508" E
100. 00
C21 N83151100E 100 .
00 21
182
8) 15
27 1
I
6867
5. F .
8) 14
2 e.
q• ,
78. 79•
C19 /.
R=
735.
00 D=
15'
44' 52"
L=202. 02'
7 0—M) C39( M_
8) 13
R=735' --
a--
0_ 8)12
R=550'
J /,
n
PARCEL
17 TRACT
4205 (
RI)
7 I
23 to
7) 3
4600
S .
F.
to
o
I
o
N82 .
6508" E
WOO''
24 0
4600
S. F.
I
N82' S500E
100. 00'
25 4600SF
1482155' 08" E100 .
00 1713' I
tofo
0'
26 1
65805 F
1 w
706
56 '
1 5
465
7)
208. 81'
µ_ M)
OROVE( AND
AVENUE
6) 11
1 R) 6
1 L16 R) 5
17 0' , )
14 15 15
R) 13
R) 8
R= 644
50'
R) 7
R=350'
SEE
DETAIL C
ON
THIS
SHEET
T
R1) & (
62)
7788 "
PER (
@
FOUND
STANDARD
CITY
OF
LATHROP
MONUMENT
WELL
STAMPED "
PLS
MONUMENTATION
NOTES
3. SEE
SHEET 7
FOR
LINE &
CURVE
TABLES .
2. SEE
SHEET 3
FOR
BASIS
OF
BEARINGS
AND
LEGEND.
1. SEE
SHEET 3
FOR EASEMENT
NOTES
AND
REFERENCES.
NOTES
SCALE: I
50'
0'
25'
50'
100'
We
P
e
S
In
O
FOUND 3.
00'
WITNESS
CORNER (
NC.),
UNLESS
OTHERWISE
NOTED,
MEASURED
ALONG
LOT
LINE.
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLS
7788"
PER (
R2)
FOUND
5/ 8 '
REBAR
WITH
PLASTIC
PLUG " PLO
7788"
PER (
R2),
UNLESS
OTHERWISE
NOTED
SET
5/ 8"
x
24"
REBAR
W/
PLASTIC
PLUG " PLO
8092' FOR
ALL
REAR
LOT
CORNERS (
UNLESS
NOTED) ,
OTHERWISE SET
1 .
17'
BRASS
DISK
STAMPED
PLS
8092"
IN
SIDEWALK 1 .
00'
ON
PROPERTY
LINE
PROJECTION FOR
ALL
FRONT
LOT
CORNERS,
X
SET
1. 00'
WITNESS
CORNER (
W .
C.),
IN
SIDEWALK
ALONG
RADIAL
OR
PERPENDICULAR TO
CENTERLINE,
1. 17 '
BRASS
DISK
STAMPED "
PLS
8092 "
X
FOUND 1 .
00'
WITNESS
CORNER (
W. C.)
IN
SIDEWALK ON
ALONG,
PROPERTY
LINE PROJECTION,
RADIAL
BEARING OR
PERPENDICULAR TO
CENTERLINE,
1 .
17'
BRASS
DISK
STAMPED ' PLO
7788 "
PER (
RI) & (
R2)
FOUND
2- 1/ 2'
BRASS
DISK
STAMPED "
PLO
7788 "
PER (
R1)
22 1
1 0.
25'
R) 4 N7jg6' S6W
0 -
54. 42
164
724. 42'( 7- 2 (
M_ M)
O
23 DETAIL C
FROM
THIS
SHEET
1 .=
5)
37 O 0
fA* 119
SHEET
6 OF
7 813
Mo
e
CA
95350
Wes
oo
ofe
Serv
Inc .
Pr
westwoodps. c
LINE
TABLE
LINE #
DIRECTIO
N
LENGTH
L1
N75°
46' 04" W
45 10'
L2
575°
46' 04" E
3510
L3
530°
46'
04"
E
28 2
8'
L4
N20° 53' 12" E
30. 20'
L5
N20°
53' 12" E
30. 20'
L6
577' 00
56" W
7490
L7
932' 06158' W35
30 LB
S127
53' 04' W
20. 45
L9
S12°
53' 04" W
80 40
L10 N7' 04
52' W
47 60'
L11
54° 40' 52" W38
87'
L12
50'
46'
00"
W
38 64'
L13 S12°
53' 04" W
2043'
L14
957° 53'
04'
E
3530
115
036745' 08" E
32. 38'
L16 N78°
53'
43"
E
43 55
L17
N
13° 16'
22"
W
31. 30
L18
5267 18'
48' E
35. 78'
L19
010° 17'
28"
W
42 95'
L20
5301' 39" W43
70 LINE
TABLE
LINE #
DIRECTION
LENGTH
L21
551° 29'
37" E
39. OT
L22
540°
28' 08" E
30. 40
L23
N55°
53'
25" E
3760'
L24
63906'
13' E
36. 45'
L25
N 44°
14' E41"
38. 10
L26
5 52' 01' 37" W35. 32'
L27
N39° 01' 14" E
34. 67'
L28
S85° 07' 20' W75. 07'
L29 S50°
58' 46" E
36. 03'
L30
537755' 08' E
35. 36'
L31
682755' 08' W
75. 00' CURVE
TABLE
CURVE #
RADIUS LENGDELTA
TH
CI
330
00'
008' 6. 27"
57'
330.
C2
7° 00
19' 22"
42. 18'
03 330. 7° 00
27' 57"
43. 00'
04 270
00'
14° 09' 35"
66. 73'
C5
270
00'
14° 09' 31"
66. 72'
C6
270
2°
00'
26"12' 1040
07 380
4°
00'
39' 20'
30. 80
G8
380
6°
00'
02' 11"
40. 00
C9
380
00'
10° 41' 31"
70. 91'
C10
350. 00'
19° 06'13"116. 70
C11
320
00'
5°
53' 31"
3291'
012
614
50'
5°
03' 32'
54. 26'
C13
380. 00'
4°53' 07"
3240'
C14
38000'
6° 56' 24 46.
03'
C15
380. 00
6°
57' 39"
46. 17'
C16
380
00'
6'
55' 09"
45. 89'
017
380
00'
6°
54' 10"
45. 78'
C18
320. 00'
7°11'
01'
40. 12'
C19
770
00'
0°52' 56"
11. 85'
C20
58000'
3°13' 28"
32. 64' CURVE
TABLE
CURVE #
RADIUS
DELTA
LENGTH
C21
580. 0' 00'
55' 00'
9 2
8'
C22
580. 4° 00'
08' 28'
41. 92'
G23
550 9° 00'
09' 48" 9887.
024
520
00'
2°40' 24. 32'
28 C25
520 5° 00'
52' 57'
5330
026
520. 5° 00 28"39'
51. 30
C
27 520. 14° 00
12' 58'
129. 02'
C28
580
00 2"20' 23. 40'
70 C29
580. 00
4" 12' 4258'
68'
C30
5800O
4° 21"10'
42. 24'
C
31 580
00 3°52' 3929'22' C32
58000' 14° 36' 28"
147. 87
C33
520.
00 1°
4064"
15 .
26'
C34
770. 00 5° 16' 06"
70. 80'
C35
770.
00'
57353T
75 17 '
C36
770. 00'
10 °
51' 43"
145. 98'
037
644
50 '
12 '
22 '
04"
139. 12'
C38
735
00'
15° 44' 52 "
202 .
02'
C39
735 .
00 '
4 °
13' 04'
54 11' BEARRADIAL
INGS
LINE #
DIRECTION N40° 15' R) 1
25" E
R) 2
5 48° 22' 58" E
R) 3 2021" 586'
W
R) 4
0177°
R) 20
N3° 55' 57ER) 19
N76° 38' 53" W
R) 18
N9 °
23' 01 '
E
R) 17
38' 44 '
N14 °
E
8( 16
N82 °
51' S4' W
R( 15
587 703' 36 " E
R) 14
N12° 00' 08" ER) 13N8 °
40' 00 "
E
R) 12
N87° 55' 04" W
R) 11
N89 °
53' 51' W
R) 10
56472822' W
019
53775035' S
RP,
557° 35' 52" W
R17
N42° 07' 31" E
IRIS
N49 °
26' 03" E
N71°38'37"WR) 5
58'39"W
RADIAL
R( 31
51722 ' 45" E
R) 30
S86 °
57' 17 '
W
R) 29
N85° 34' 46" W
R) 28
578 '
15' 23 "
W
R) 27
56 °
58' 23" W
R) 26
N3 '
53 '
21" E
R) 25N84 ° 36' 02 "
E
R) 24
N86 °
47 '
37" E
R) 23
589° 02' 02 " E
R) 22
584 °
49' 04" E
R( 21
582 °
2804" W
LINE #
DIRECTION BEARINGS
SHEET
7 OF
7 814
ITEM 4. 21
CITY MANAGER' SREPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
ITEM: APPROVE FINAL MAP AND SUBDIVISION
IMPROVEMENT AGREEMENT FOR 32 LOTS IN TRACT
4232 VILLAGE 26 UNIT 2 WITHIN WEST VILLAGE
DISTRICT OF RIVER ISLANDS
RECOMMENDATION: Adopt Resolution to Approve Final Map for Tract 4232 Village 26 Unit 2 within the West Village
District, Totaling 32 Lots and a Subdivision
Improvement Agreement with River Islands
Development Area 1, LLC
SUMMARY:
The proposed Final Map for Tract 4232 Village 26 Unit 2 ( Tract 4232), included as Attachment " E", is within the West Village District of Phase 2 for the River Islands Project. Tract 4232 will be the second tract map within the Village 26 area. River Islands Development Area 1, LLC ( River Islands) is proposing thirty- two (32) residential lots. A Vicinity Map is included as Attachment " B".
Staff recommend City Council approve the proposed Final Map for Tract 4232, to be recorded pursuant to the terms of the Escrow Instructions, included as Attachment D", and a Subdivision Improvement Agreement ( SIA), included as Attachment " C", with River Islands Development Area 1, LLC, by Resolution, included as Attachment A„
BACKGROUND:
On June 14, 2021, the City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716. On August 12, 2024, City Council approved a Large Lot Map ( LLM) Tract 4235 to create 8 undevelopable parcels. On December 7, 2023, Planning Commission approved the West Village Non -Age Restricted Neighborhood Development Plan and Architectural Design Guidelines and Development Standards. On October 14, 2024, City Council approved FM Tract 4231, CFD 2023- 1Annexation, and a SIA with River Islands.
The land for the proposed Final Map for Tract 4232 is within the geographic boundaries of VTM 6716, LLFM 4149, FM 4231, and the West Village Non -Age Restricted Neighborhood.
As required by the Lathrop Municipal Code Chapter 16. 16, all final maps must include a SIA to guarantee specific offsite and onsite improvements. 815
CITY MANAGER' SREPORT PAGE 2
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 32 LOTS IN TRACT 4232 VILLAGE 26 UNIT 2 WITHIN WEST VILLAGE
DISTRICT OF RIVER ISLANDS
Construction of the public improvements associated with Tract 4232 are substantially complete. Performance and labor & materials securities have been provided with the SIA for Tract 4231 that guarantees the unfinished improvements for Village 26 as detailed in Table 1.
Table 1 — Bond Values
Unfinished Improvement Total: 352,83
Performance Security ( 110% of Unfinished Improvements) Bond No. 0844468
387, 621
Labor & Materials Security ( 50% of Performance Security) Bond No. 0844468
193, 811
Potential acceptance of the public improvements will be processed by staff at a later date. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond.
Village 26 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 record the Final 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. Final Map ready for signature Completed
2. Subdivision Improvement Agreement Completed
3. Performance Security - Uncompleted Landscaping and
Miscellaneous Improvements
Provided
4231
with
4. Labor and Materials Security - Uncompleted Landscaping and Miscellaneous Improvements
Provided
4231
with
5. Street Improvement, Landscape, Light & Joint Trench Completed
6. Geotechnical Report Completed
7. Agreement for Backbone Improvements and Parks
Agreement for Dedication, Inspection and Guarantee of
Streets and Public Improvements)
Completed
816
CITY MANAGER' SREPORT
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 32 LOTS IN TRACT 4232 VILLAGE 26 UNIT 2 WITHIN WEST VILLAGE
DISTRICT OF RIVER ISLANDS
PAGE 3
8. 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
9. Allocation of Water and Sewer capacity Completed
10. Recommendation for approval from Stewart Tract
Design Review Committee Completed
11. Submitted Certificate of Insurance, Tax Letter Completed
12. Submitted Preliminary Guarantee of Title Completed
13. Escrow Instructions Completed
14. Village 26 - City of Lathrop Community Facilities District No. 2023- 1Annexation
Annexed in
2024
Fees Status
1. Final Map plan check fee Paid
2. Improvement Plans - Plan check and inspection fees Paid
3. Sierra Club Settlement fee
To be paid
escrow
in
FISCAL IMPACT:
There is no fiscal impact to the City as all costs are covered by development fees and any shortfalls in the City' s
maintenance and operating costs are covered by the CFDs.
ATTACHMENTS:
A. Resolution to Approve Final Map for Tract 4232 Village 26 Unit 2 within the West Village District, Totaling 32 Lots and a Subdivision Improvement Agreement with River Islands Development Area 1, LLC
B. Vicinity Map - Tract 4232 Village 26 Unit 2
C. Subdivision Improvement Agreement between the City of Lathrop and River Islands Development Area 1, LLC, a Delaware limited liability company, for Tract 4232 Village 26 Unit 2
D. Escrow Instructions for Final Map Tract 4232 Village 26 Unit 2 E. Final Map - Tract 4232 Village 26 Unit 2
817
CITY MANAGER' S REPORT PAGE 4
OCTOBER 13, 2025, CITY COUNCIL REGULAR MEETING
APPROVE FINAL MAP AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 32 LOTS IN TRACT 4232 VILLAGE 26 UNIT 2 WITHIN WEST VILLAGE
DISTRICT OF RIVER ISLANDS
APPROVALS
y
tic d. y2) a~--) o9 / A -R Po7- s- Veroonca Albarran Date Assistant Engineer
Brad aylor
City ngineer
Thomas Hedegard
Deputy City Manager
C --- 7
Michael King
Assistant City Manager
Date
77> o/ 2eZ 3 —
Date
Gl • Z9. 2ozS
Date
Salvador Navarrete Date
City Attorney
a•7•s'
Stephen Salvatore Date
City Manager
818
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE FINAL MAP FOR TRACT 4232 VILLAGE 26 UNIT 2 WITHIN THE WEST VILLAGE DISTRICT, TOTALING 32 LOTS AND A SUBDIVISION IMPROVEMENT AGREEMENT WITH RIVER ISLANDS DEVELOPMENT AREA 1, LLC
WHEREAS, on June 14, 2021, City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project and Vesting Tentative Subdivision Map ( VTM) 6716; and
WHEREAS, on August 12, 2024, City Council approved a Large Lot Final Map LLFM) Tract 4235 to create 8 undevelopable parcels; and WHEREAS, on December 7, 2023, Planning Commission approved the West Village Non -Age Restricted Neighborhood Development Plan and Architectural Design Guidelines and Development Standards; and
WHEREAS, on October 14, 2024, City Council approved Final Map ( FM) Tract 4231, City of Lathrop Community Facilities District ( CFD) 2023- 1 Annexation, and a Subdivision Improvement Agreement ( SIA) with River Islands Development Area 1, LLC ( River Islands); and
WHEREAS, the land for the proposed Final Map for Tract 4232 Village 26 Unit 2 ( Tract 4232) is within the geographic boundaries of VTM 6716, LLFM Tract 4205, FM Tract 4231, and the West Village Non -Age Restricted Neighborhood; and WHEREAS, as required by the Lathrop Municipal Code Chapter 16.6, all final maps must include a SIA to guarantee specific offsite and onsite improvements; and WHEREAS, River Islands provided performance and labor & material securities with the SIA for Tract 4231 that guarantees the unfinished improvements for Village 26 in the amount as follows:
Unfinished Improvement Total: 352,83
Performance Security ( 110% of Unfinished Improvements) Bond No. 0844468
387, 621
Labor & Materials Security ( 50% of Performance Security) Bond No. 0844468
193, 811
an
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date and when the unfinished improvements are completed. Prior to acceptance, River Islands will be required to provide a one ( 1) year warranty bond; and
819
WHEREAS, Village 26 was annexed into CFD 2023- 1 for maintenance purposes with the approval of FM Tract 4231 in 2024; and WHEREAS, River Islands Development Area 1, LLC 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 approves and accepts the following actions:
1. The Final Map for Tract 4232 and 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 October 13, 2025 staff report once the terms and conditions of the Escrow Instructions, included as Attachment " D" to the City Manager' s Report, are met.
2. The City Manager, or their designee, is authorized to execute a Subdivision Improvement Agreement with River Islands Development Area 1, LLC in substantially the form as attached to the October 13, 2025 staff report. 820
PASSED AND ADOPTED by the City Council of the City of Lathrop this 13th day of October 2025 by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:
Teresa Vargas
City Clerk
Salvador Navarrete
City Attorney
821
VILLAGE 4V?
VILLAGE 33
ATTACHMENT " B"
TRACT 4232
VILLAGE 26 UNIT 2
VICINITY MAP
822
SEPTEMBER 2025
ATTACHMENT
SUBDIVISION IMPROVEMENT AGREEMENT
BY AND BETWEEN THE CITY OF LATHROP AND
RIVER ISLANDS DEVELOPMENT AREA 1, LLC,
DELAWARE LIMITED LIABILITY COMPANY
FOR TRACT 4232 VILLAGE 26 UNIT 2 32 RESIDENTIAL LOTS
RECITALS
A. This Agreement is made and entered into this 13th day of October 2025, by and between the CITY OF LATHROP, a municipal corporation of the State of California ( hereinafter " CITY") and River Islands Development Area 1, LLC, a Delaware 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 Tract 4232 Village 26 Unit 2 ( Tract 4232). However, SUBDIVIDER has completed a significant portion of the public infrastructure improvements associated with Tract 4232 located within the West Village District of River Islands Phase 2, which also includes major streets necessary to access the site. Performance and Labor & Material securities have been provided with the Subdivision Improvement Agreement for Tract 4231 Village 26 Unit 1 ( Tract 4231 SIA) that guarantees the unfinished improvements for Village 26, which includes Tract 4232, and therefore no additional security is needed for Tract 4232.
C. SUBDIVIDER has completed a portion of the joint trench improvements for Tract 4232 and as noted in Recital B, security shall be required for the unfinished portion of these improvements, along with other required infrastructure associated with Tract 4232. 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 Tract 4232 are required security as outlined in this Agreement.
NOW THEREFORE in consideration of CITY' S
pending approval and acceptance of the
Improvements
construction of Improvements
upon their satisfactory
in strict accordance
completion,
with
and
the
in
terms
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:
823
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
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 West Village — Village 26 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".
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 home constructed in Tract 4232, or October 13, 2026, whichever comes first.
3. CITY, or its agent( s), shall, at any time during the progress of the Improvements, have free access thereto, and shall be allowed to examine the same and all material to be used therein. If the Improvements or any part thereof are not completed in strict compliance with the standards set forth in Paragraph 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' Sacceptance 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 Paragraph 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' Sacceptance of the Improvements. As required by this Agreement, prior to acceptance of the Improvements, SUBDIVIDER shall deposit with the City Engineer a Warranty Bond equal to 10% of the estimated cost of the Improvements for the Village 26 entire area to insure 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 are 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 Paragraph 6 above, CITY may, but is not required to, proceed to complete and/ orrepair, 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.
824
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
Once action is taken by CITY to complete, repair, replace and/ orreconstruct the Improvements, SUBDIVIDER shall be responsible for all costs incurred by CITY, even if SUBDIVIDER subsequently completes the work.
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 substantially complete, the SUBDIVIDER is required to only post additional Performance or Labor & Materials bonds to guarantee the improvements associated with Tract 4232. Performance and Labor & Material securities have been provided with the SIA for Tract 4231 that guarantees the unfinished improvements for Village 26, which includes Tract 4232. SUBDIVIDER shall also comply with CITY' Sinsurance requirements set forth on Exhibit " C" attached hereto and incorporated herein.
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' Sagents, 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
contractors,
for
subcontractors,
damage or claims
agents,
which
or employees'
may 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 any of SUBDIVIDER' Scontractors or subcontractors. SUBDIVIDER shall, at its own cost and expense, defend any and all actions, suits, or legal proceedings or any type that may be brought or instituted against CITY and indemnities 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 825
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
action, suit or
performance or
legal
non- performance
proceedings, resulting
of his duties
from
and
or alleged
obligations
to have
under
resulted
this Agreement,
from SUBDIVIDER' S
or from the
negligent act or omission of himself, his agents, contractors, representatives, servants or employees. The promises 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 ofthe 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 of, plans and/ or specifications for the subdivision.
13. Neither SUBDIVIDER nor any of SUBDIVIDER' Sagents, contractors or subcontractors are, or shall be, considered to be agents of CITY in connection with the performance of
SUBDIVIDER' S
obligations 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' S
obligation to provide the Improvements shall not be satisfied until after the City Engineer has made a written determination that all obligations ofthe 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 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 the utility services from the time the Improvements are accepted by the CITY to the end ofthe 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 be responsible to 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.
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.
826
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
18. The SUBDIVIDER shall, at the SUBDIVIDER' Sexpense, 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 Tract 4232.
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.
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 827
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
such action shall be vested exclusively in the state courts of California in the County of San Joaquin.
ATTACHMENTS:
EXHIBIT A FINAL MAP - TRACT 4232 VILLAGE 26 UNIT 2
EXHIBIT B TRACT 4232 VILLAGE 26 UNIT 2 AREA
EXHIBIT C CITY INSURANCE REQUIREMENTS
828
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 13th day of October 2025, 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 Salvador Navarrete
City Attorney
Date
829
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
SUBDIVIDER
River Islands Development Area 1, LLC,
a Delaware limited liability company
BY:
Susan Dell' Osso
President
830
Subdivision Improvement Agreement ( River Islands Development Area 1, LLC) Tract 4232 Village 26 Unit 2
EXHIBIT " A"
FINAL MAP - TRACT 4232 VILLAGE 26 UNIT 2
831
OW
UNDERSIGNE
SYM BOL
MAP
OWNER
INTENDS TO
SUBDIVIDE
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 OR
RELATING TO
THE
LANDS,
WHETHER
SUCH
WATER
RIGHTS
SHALL
BE
RIPARIAN,
OVERLYING,
LITTORAL,
PERCOLATING,
PRESCRIPTIVE,
ADJUDICATED,
STATUTORY
OR
CONTRACTUAL.
OWNER
DOES
NOT
INTEND
BY
THE RECORDATION OF
THIS
MAP
TO
SEVER
THE RIPARIAN
RIGHTS
OF
THE
SUBJECT
LANDS
WITHIN
THE
BOUNDARIES OF
THIS
MAP
OR
THE SURROUNDING
PROPERTIES.
OWNER:
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
A
DELAWARE
LIMITED
LIABILITY
COMPANY
BY: NAME
SUSAN
DELLOSSO
DATE
ITS:
PRESIDENT TRUSTEE' S
STATEMENT
OLD REPUBLIC
TITLE
COMPANY,
A
CALIFORNIA
CORPORATION,
AS
TRUSTEE,
UNDER
THE
DEED
OF
TRUST
RECORDED
SEPTEMBER 19,
2024,
AS
DOCUMENT
NUMBER
2024- 079836,
OFFICIAL
RECORDS OF
SAN
JOAQUIN
COUNTY. DATED
THIS
BY: NAME: ITS:
DAY
OF
2025.
ACKNOWLEDGEMENT
CERTIFICATE (
OWNER)
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
VAUDITY OF
THAT
DOCUMENT
STATE
OF
CALIFORNIA
COUNTY OF
SAN
JOAQUIN
ON
2025
BEFORE
ME,
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND
ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITY( DIES),
AND
THAT
BY
HIS/ HER/ THEIR
SIGNATURE( S)
ON
THE
INSTRUMENT THE
PERSON( S),
OR
THE
ENTITY
UPON
BEHALF
OF
WHICH
THE
PERSON( S)
ACTED,
EXECUTED THE
INSTRUMENT.
I
CERTIFY
UNDER
PENALTY OF
PERJURY
UNDER
THE
LAWS
OF
THE
STATE
OF
CALIFORNIA
THAT
THE
FOREGOING
PARAGRAPH IS
TRUE
AND
CORRECT.
WITNESS MY
HAND:
SIGNATURE. NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
EXEMPT
FROM
FEE
PER GOVERNMENT
CODE
1; 27388.
DOCUMENT
RECORDED IN
CONNECTION
WITH
A
CONCURRENT
TRANSFER
SUBJECT TO
THE
IMPOSITION OF
DOCUMENTARY
TRANSFER
TAX
Scen
Driv
M
odesto
we
cost
We stwoo Profed Servic es
Incssional
CITY
CLERK' S
STATEMENT
I,
TERESA
VARGAS,
CITY
CLERK
AND
CLERK
OF
THE
CITY
COUNCIL
OF
THE
CITY
OF
LATHROP,
STATE
OF
CALIFORNIA,
DO
HEREBY
STATE
THAT
THE HEREIN
EMBODIED
MAP
ENTITLED '
TRACT
4232,
RIVER
ISLANDS -
PHASE 2,
VILLAGE 26 2'
UNIT
CITY
OF
LATHROP,
CALIFORNIA,
CONSISTING OF
FIVE (
5)
SHEETS,
THIS
STATEMENT
WAS
PRESENTED TO
SAID
CITY
COUNCIL,
AS
PROVIDED BY
LAW,
AT
A
MEETING
THEREOF,
HELD
ON
THE
DAY
OF ,
2025,
AND
THAT
SAD
CITY
COUNCIL
DID
THEREUPON BY
RESOLUTION NO.
DULY
PASSED
AND
ADOPTED AT
SAID
MEETING,
APPROVE
SAID
MAP,
AND
AUTHORIZED ITS
RECORDATION,
AND
ACCEPTED ON
BEHALF
OF
THE
CITY
OF
LATHROP,
FOR PUBLIC
USE,
THE RELINQUISHMENT OF
ACCESS
RIGHTS
TO
LOTS
7 AND
32 ALONG
THE
LOT
LINES
AS
INDICATED BY
THE
SYMBOL '//// /,
AS
SHOWN
ON
SAID
FINAL
MAP
AND
THE DEDICATION OF
GROUND
WATER
RIGHTS.
I
FURTHER
STATE
THAT
ALL
BONDS
AS
REQUIRED BY
LAW
TO
ACCOMPANY THE
WI
THIN
MAP,
IF
APPUCABLE,
HAVE
BEEN
APPROVED BY
THE
CITY
COUNCIL
OF
LATHROP
AND
FILED
INOFFICE. MY
TERESA
VARGAS
CITY
CLERK
AND
CLERK
OF
THE
CITY
COUNCIL
OF
THE
CITY
OF LATHROP, COUNTY OF
SAN
JOAQUIN,
STATE
OF
CALIFORNIA ACKNOWLEDGEMENT
CERTIFICATE (
TRUSTEE)
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 ,
DR
VALIDITY Of
THAT
DOCUMENT
STATE
OF
CALIFORNIA
COUNTY OF
SAN
JOAQUIN
ON
2025
BEFORE
ME
A
NOTARY
PUBLIC,
PERSONALLY
APPEARED
WHO
PROVED TO
ME
ON
THE
BASIS
OF
SATISFACTORY
EVIDENCE TO
BE
THE
PERSON( S)
WHOSE
NAME( S)
IS/ ARE
SUBSCRIBED TO
THE WITHIN
INSTRUMENT,
AND
ACKNOWLEDGED TO
ME
THAT
HE/ SHE/ THEY
EXECUTED THE
SAME
IN
HIS/ HER/ THEIR
AUTHORIZED
CAPACITY( DIES),
AND
THAT
BY
HIS/ HER/ THEIR
SIGNATURE( S)
ON
THE
INSTRUMENT THE
PERSON( S),
OR
THE
ENTITY
UPON
BEHALF
OF
WHICH
THE
S) PERSON(
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:
SIGNATURE: NAME (
PRINT): PRINCIPAL
COUNTY OF
BUSINESS:
MY
COMMISSION
NUMBER:
MY
COMMISSION
EXPIRES:
VICINITY
MAP
NOT
TO
SCALE
SECRETARY
OF
THE
PLANNING
SCOMMISSION'
STATEMENT
THIS
MAP
CONFORMS TO
VESTING
TENTATIVE
MAP
NO.
6716
RECOMMENDED BY
THE PLANNING
COMMISSION
AND
APPROVED BY
THE
CITY
COUNCIL
PER RESOLUTION NO.
21- 4908.
DATED
THIS
DAY
OF
RICARDO
CAGUTAT,
COMMUNITY
DEVELOPMENT
DIRECTOR
CITY
OF
LATHROP
CITY
SENGINEER'
STATEMENT
2025.
I,
BRAD
R.
TAYLOR,
HEREBY
STATE
THAT I
AM
THE
CITY
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
AND
THAT I
HAVE
EXAMINED
THIS
FINAL
MAP
OF '
TRACT
4232,
RIVER
ISLANDS -
PHASE 2,
VILLAGE
26 UNIT
P.
CITY
OF
LATHROP,
CAUFORNIA,
AND
THAT
THE SUBDIVISION
SHOWN
HEREON IS
SUBSTANTIALLY THE
SAME
AS
IT
APPEARED ON
THE VESTING
TENTATIVE
MAP
NO.
6716,
AND
ANY
APPROVED
ALTERATIONS
THEREOF.
I
FURTHER
STATE
THAT
THIS
FINAL
MAP
COMPUESWITH ALL
PROVISIONS OF
CHAPTER 2
OF
THE CALIFORNIA
STATE
SUBDIVISION
MAP
ACT
AND
APPLICABLE
ORDINANCES OF
THE
CITY
OF
LATHROP,
AND
ANY
AMENDMENTS
THERETO,
APPLICABLE AT
THE
THE
OF
APPROVAL OF
VESTING
TENTATIVE
MAP.
DATED
THIS
DAY
OF
2025 .
BRAD
R.
TAYLOR,
R .
C. E.
92823
an
ENGINEER OF
THE
CITY
OF
LATHROP,
CALIFORNIA
SRECORDER'
STATEMENT
FILED
THIS
DAY
OF
2025,
AT
A.
IN
BOOK
OF
MAPS
AND
PLATS,
AT
PAGE
AT
THE REQUEST OF
OLD REPUBLIC
TIRE
COMPANY.
FEE: $
BY:
STEVE
BESTOLARIDES
ASSISTANT/ DEPUTY
RECORDER
ASSESSOR -
RECORDER -
COUNTY
CLERK
SAN
JOAQUIN
COUNTY,
CALIFORNIA
SHEET
1 OF
5 832
2 ACT
AMENDED
L
SURVEYOR' S
STATEMENT
THIS
MAP
WAS
PREPARED BY
ME
OR
UNDER
MY
DIRECTION
AND
IS
BASED
UPON A
FIELD
SURVEY
IN
CONFORMANCE
WITH
THEREQUIREMENTS OF
THE SUBDIVISION
MAP
ACT
AND
LOCAL
ORDINANCE
AT
THE
REQUEST OF
RIVER
ISLANDS
DEVELOPMENT
AREA
1,
LLC,
ON
JULY
15,
2025.
I
HEREBY
STATE
ALL
THE MONUMENTS ARE
OF
THE CHARACTER
AND
OCCUPY
THE POSITIONS
INDICATED OR
THAT
THEY
WILL
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
BE
RETRACED,
AND
THAT
THIS
FINAL
MAP
SUBSTANTIALLY
CONFORMS TO
THE CONDITIONALLY
APPROVED
VESTING
TENTATIVE
MAP.
DATED
THIS
DAY
OF
2025.
WILLIAM M.
KOCH,
P.
LS.
NO
8092
RECITALS
1. RIGHT
TO
FARM
STATEMENT:
PER
CITY
OF
LATHROP
MUNICIPAL
CODE
OF
ORDINANCES,
TILE
15,
CHAPTER 15. 48. 04,
THE
CITY
OF
LATHROP
PERMITS
OPERATION OF
PROPERLY
CONDUCTED
AGRICULTURAL
OPERATIONS
WITHIN
TIE
CITY
LIMITS,
INCLUDING
THOSE
THAT
UTUZE
CHEMICAL
FERTUZERS AND PESTICIDES.
YOU
ARE HEREBY
NOTRED
THAT
THE
PROPERTY
YOU
ARE PURCHASING
MAY
BE
LOCATED
CLOSE
TO
AGRICULTURAL
LANDS
AND OPERATORS. YOU MAY
BE
SUBJECT TO
INCONVENIENCE OR
DISCOMFORT
ARISING
FROM
THE
LAWFUL
AND
PROPER
USE
OF
AGRICULTURAL
CHEMICALS
AND
PESTICIDES
AND
FROM
OTHER
AGRICULTURAL
ACTIVITIES,
INCLUDING
WITHOUT
LIMITATIONS,
CULTIVATION,
PLOWING,
SPRAYING,
IRRIGATOR,
PRUNING,
HARVESTING,
BURNING OF
AGRICULTURAL
WASTE
PRODUCTS,
PROTECTION OF
CROPS
AND
ANIMALS
FROM
DEPREDATION,
AND OTHER
ACTVITIES
W
HICH
MAY
GENERATE
DUST,
SMOKE,
NOISE,
ODOR,
RODENTS
AND
PESTS.
BE
AWARE
ALSO,
THAT
THIS
PROPERTY
MAY
BE
LOCATED
ADJACENT TO
AGRICULTURAL
OPERATORS
OUTSIDE
THE CITYS
JURISDICTION.
CONSEQUENTLY,
DEPENDING ON
THE
LOCATION OF
YOUR
PROPERTY,
IT
MAY
BE
NECESSARY
THAT
YOU
BE
PREPARED TO
ACCEPT
SUCH
INCONVENIENCES OR
DISCOMFORT AS
NORMAL
AND
NECESSARY
ASPECT
OF
LIVING IN
AN
AGRICULTURALLY
ACTIVE
REGION.
2. A
SOILS
REPORT
ENTITLED '
GEOTECHNICAL
EXPLORATION,
RIVER
ISLANDS
PHASE
2,
LATHROP,
CALIFORNIA' ,
REFERENCED AS
PROJECT
NO.
5044. 5. 000. 008
AND
DATED
DECEMBER 17,
2018,
HAS
BEEN
PREPARED FOR
THIS
PROJECT
BY
ENGEO,
INCORPORATED,
JOSEF
J.
TOOTLE,
G.
E.
NO.
2677, AND
IS
ON
FILE WITH
THE
CITY
OF LATHROP.
3. TRACT
4232,
RIVER
ISLANDS -
PHASE
2,
VILLAGE 26
UNIT
2 FINAL
MAP,
CONTAINING 32
RESIDENTIAL
LOTS
WITH
A
TOTAL
OF
4. 466
ACRES,
MORE
OR
LESS,
AS
SHOWN
ON
THIS
FINAL
MAP (
PLEASE
REFER
TO
THE
AREA
TABLE
BELOW):
TRACT
4232
AREA
SUMM
ARY
LOTS 1
THROUGH 32
4. 466
ACA
4. BASED
ON
INFORMATION
CONTAINED IN
THE PRELIMINARY
TITLE
REPORT,
ORDER
NUMBER
1214023948- LR
VERSION 1),
DATED
AUGUST 6,
2025,
PROVIDED BY
OLD REPUBLIC
TITLE
COMPANY
SIGNATURE
OMISSIONS
Westwood
Services,
Profession a
Inc.
PURSUANT TO
SECTION
66436
OF
THE CALIFORNIA
SUBDIVISION
MAP
ACT,
THE SIGNATURES OF
THE
FOLLOWING
PARTIES
HAVE
BEEN
OMITTED:
1. RECLAIMED
ISLANDS
LAND
COMPANY,
RESERVATION FOR
OIL,
GAS,
MINERALS,
AND OTHER
HYDROCARBON
SUBSTANCES
LONG
BELOW A
DEPTH
OF
500
FEET, PER DOCUMENT
NUMBER
2001- 01044177, J. C R.S.
LINE
AND
CURVE
TABLES
FOR
SHEET 3
ONLY
LINE
TABLE
LINE
DIRECTION
LENGTH
L1
NB0' 24' 39'
W
D0. 00'
N80' L2
39' 24' W
2. 48'
N80' L3
39' W24'
85. 00'
N80' L4
39'87. 24" W
48'
L5
N80' 39' 24" W
142. 48'
L6
N35' 39' 24' W35. 36'
L7
N80' 39' 24' W65. 67'
L8
N13' 43' 54' W
120. 7B'
L9
N80 '
39' 24' W
35. 58'
L10
NB6 '
59' 53' E
57. 15'
L11
N3 '
00' 07' W
111. 00'
L12
N86' S9' S3' E
50. 00'
UNE
TABLE
LINE
DIRECTION
LENGTH
L20
NB0' 39' 24 '
W
14. 98'
L21
N80' 38' 31' 14
43. 00'
L22
N78' 59' 23 '
9 43. 00'
L23
N7611' 32' W44 .
00'
L24
N73 '
22' 49' W
44. 00'
L25
N7319' 49 .
8 51. 61'
L26
N78 '
40' 35 "
W
56. 62'
L27
N84' 40' 31 '
W
56. 62'
L28
N89' 25' 09 " E
55 .
32 '
L29
NHN' S9' S3 '
E
96 .
41'
L30
N9 20' 36 ' E
68. 78 '
L31
N461 I'
19 '
E
32 .
68'
L13
N8915' 0YE
59. 91'
L32
N86 '
59' 53 '
5 100. 35'
L14
N84 '
53' 55 '
W
61 .
56'
L33
N80' 39' 24' W35 .
58'
L15
N78 '
55' 40' W
61. 56 '
L34
N920' 36 '
E
252 .
00 L16
N73 '
29' 1D '
W
57. 12'
L35
N80 '
39' 24 '
W
6567'
L17
N7258' 23' W50. 00'
L36
N920' 36 '
E
213. 13 '
L18
N7711' S2' W50. 00'
L37
N7215' 59 '
W
291. 81'
L19
N920' 36 '
E
107 .
98'
CURVE
TABLE
CURVE
RADIUS
DELTA
LENGTH
Cl
720. 00
8 '
23' 25 '
105. 44'
C2
480. 00
20 '
44' 09'
173. 72'
C3
750. 00
8' 23' 25 '
109. 83'
C4
450. 00
20' 44' 09 '
162. 86'
C5
330. 00
3' 57' 52 '
22. 63'
C6
420 .
00 20 '
44' 09'
152. 00'
C7
780 .
00 8' 23' 25"
114. 22'
C8
55. 00
19' 04' 37 '
18. 31'
C9
550. 00
12' 20' 43 '
118. 51'
C10
300. 00
1258' 03'
67. 90'
RADIAL
BEARINGS
LINE W
DIRECTION
RI
N84 °
37' 16 "
W
R2
N28F25' 13 '
E
R3
N86022' 33" E
SHEET
2 OF
5 833
0 FE
PER
TRACT
4235
44 MAP
124)
PARCEL
19 TRACT
4205
44 M3iP
95)
Ir STORNOWAY AVENUE
A
38. 00'
BASIS
OF
BEARINGS
RI
THE
BEARING OF
NORTH
09' 20
36"
EAST
ALONG
ADDISON
AVENUE,
AS
SHOWN
PER
TRACT
4237,
PLED
NOVEMBER 14,
2024,
IN
BOOK
44 OF
MAPS
ANO PLATS,
AT
PAGE
137,
RECORDS OF
SAN
JOAQUIN
COUNTY,
WAS
TAKEN
AS
THE
BASIS
OF
BEARINGS
SHOWN
ON
THIS
MAP (
ZONE
3,
NAD83). ALL
DISTANCES
SHOWN
HEREON