Cities Index.
2026-09-14_item_4.22_approve_final_map_cfd_annexation_irrevocable_offer_of_dedication_sia_in_tract_4284_within_woodlands_east_district_of_river_islands

Lathrop City Council
September 14, 2026

Document
2026-09-14_item_4.22_approve_final_map_cfd_annexation_irrevocable_offer_of_dedication_sia_in_tract_4284_within_woodlands_east_district_of_river_islands
Meeting
September 14, 2026
Body
Lathrop City Council
Original file
5.8 MB
Text extracted from the city's file for reading and search. Open the original on www.ci.lathrop.ca.us. That file is the official record.

ITEM 4.22

CITY MANAGER'S REPORT
SEPTEMBER 14, 2026, CITY COUNCIL REGULAR MEETING
ITEM: APPROVE FINAL MAP, CFD ANNEXATION,

IRREVOCABLE OFFER OF DEDICATION, AND
SUBDIVISION IMPROVEMENT AGREEMENT FOR 248
LOTS IN TRACT 4284 VILLAGE 19 WITHIN

WOODLANDS EAST DISTRICT OF RIVER ISLANDS
RECOMMENDATION: Adopt Resolution to Approve Final Map for Tract 4284 Village 19 within the Woodlands East District,
Totaling 248 Single Family Lots, Annexation into CFD
2023-1, an Irrevocable Offer of Dedication and a
Subdivision Improvement Agreement with Califia,
LLC
SUMMARY:

The proposed Final Map for Tract 4284 Village 19 (Tract 4284), included as Attachment "E" ", is within the Woodlands East District of Phase 2 for the River Islands Project. Califia, LLC (River Islands) is proposing two hundred forty-eight (248) residential lots. A Vicinity Map is included as Attachment "B".

Staff recommends City Council approve the proposed Final Map for Tract 4284, 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 Califia, LLC, and an Irrevocable Offer of Dedication for Lantern Bay Circle, included as Attachment "F", 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 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 March 25, 2024, City Council approved a Large Lot Final Map (LLFM) Tract 4205 to create 23 undevelopable parcels. The land for the proposed Final Map for Tract 4284 is within the geographic boundaries of VTM 6716, LLFM Tract 4205, and the Woodlands East 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.

Construction of the public improvements associated with Tract 4284 are substantially complete. Performance and labor & materials securities have been provided that guarantee the unfinished improvements for Tract 4284 as detailed in Table 1 below.

CITY MANAGER'S REPORT • PAGE 2
SEPTEMBER 14, 2026, CITY COUNCIL REGULAR MEETING

APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 248 LOTS IN TRACT 4284 VILLAGE 19 WITHIN WOODLANDS EAST DISTRICT OF

RIVER ISLANDS
Table 1 - Bond Values
Village 4 (Tract 4284) Improvements
Unfinished Improvement Total from Village 19 $292,500
(Tract 4284):

Performance Bond (Bond No.3011331): $549,900
Labor & Materials Bond (Bond No.3011331): $249,955
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 4284 will need to be annexed into three different Community Facilities Districts (CFDs) for maintenance purposes. The CFDs are for the City of Lathrop, Island Reclamation District (RD) 2062, and River Islands Public Financing Authority (RIPFA).

Approval of Annexation into City of Lathrop CFD 2023-1 is proposed with this Council item. Annexation into additional CFDs administered by RD 2062 and RIPFA is required as part of the escrow instructions prior to recording of the final map.

River Islands has provided an Irrevocable Offer of Dedication for right-of-way purposes for the portion of Lantern Bay Circle that fronts Tract 4284, included as Attachment "F". Lantern Bay Circle is necessary for the access to Tract 4284 but is not part of the large parcel that encompasses Tract 4284 and therefore must be dedicated 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 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
Completed
Miscellaneous Improvements

4. Labor and Materials Security - Uncompleted Landscaping Completed and Miscellaneous Improvements

5. Street Improvement, Landscape, Light & Joint Trench Completed

6. Geotechnical Report Completed
CITY MANAGER'S REPORT PAGE 3
SEPTEMBER 14, 2026, CITY COUNCIL REGULAR MEETING

APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 248 LOTS IN TRACT 4284 VILLAGE 19 WITHIN WOODLANDS EAST DISTRICT OF

RIVER ISLANDS

7. Agreement for Backbone Improvements and Parks
(Agreement for Dedication, Inspection and Guarantee of Completed Streets and Public Improvements)

8. Approval of 3rd Amendment to Development Agreement
that guarantees creation of CFD tor City Maintenance Completed and Shortfalls, and Guarantee of Developer CFDs for
Developer/other public agency Maintenance

9. Allocation of Water and Sewer capacity Completed

10. Recommendation for approval from Stewart Tract Completed Design Review Committee

11. Submitted Certificate of Insurance, Tax Letter Completed

12. Submitted Preliminary Guarantee of Title Completed

13. Escrow Instructions Completed

14. Tract 4284 Village 19 - City of Lathrop Community Pending Approval Facilities District No. 2023-1 Annexation

15. Irrevocable Offer of Dedication and Certificate of Pending Approval Acceptance
Fees Status

1. Final Map plan check fee Paid

2. Improvement Plans - Plan check and inspection fees Paid To be paid in
Sierra Club Settlement fee
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.

ATTACHMENTS:

A. Resolution to Approve Final Map for Tract 4284 Village 19 within the Woodlands East District, Totaling 248 Single Family Lots, Annexation into CFD 2023-1, an Irrevocable Offer of Dedication, and a Subdivision Improvement Agreement with Califia, LLC
B. Vicinity Map - Tract 4284 Village 19
C. Subdivision Improvement Agreement between the City of Lathrop and Califia, LLC, a California limited liability company, for Tract 4284 Village 19 D. Escrow Instructions for Final Map Tract 4284 Village 19 • Annexation into City of Lathrop CFD 2023-1 (B2 of Attachment "D") CITY MANAGER'S REPORT PAGE 4
SEPTEMBER 14, 2026, CITY COUNCIL REGULAR MEETING

APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 248 LOTS IN TRACT 4284 VILLAGE 19 WITHIN WOODLANDS EAST DISTRICT OF

RIVER ISLANDS
E. Final Map - Tract 4284 Village 19
F. Irrevocable Offer of Dedication of Easement for Public Roadway and Public Utility Easement Purposes (Tract 4284 - Offsite Roadway Dedication - Lantern Bay Circle
CITY MANAGER'S REPORT PAGE 5
SEPTEMBER 14, 2026, CITY COUNCIL REGULAR MEETING

APPROVE FINAL MAP, CFD ANNEXATION, IRREVOCABLE OFFER OF DEDICATION, AND SUBDIVISION IMPROVEMENT AGREEMENT FOR 248 LOTS IN TRACT 4284 VILLAGE 19 WITHIN WOODLANDS EAST DISTRICT OF

OF RIVER ISLANDS

APPROVALS
= 9/3/26
Deanna Martinez Date
Junior Engineer
9/5/1026
Brad Taylor DateR
Publid Works Director / City Engineel
134- 9/7/2024
Thomas Hedegard Date
Deputy City Manager

9.4.2026
Michael King Date
Assistant City Manager

9.8-2026
Salvador Navarrete Date
City Attorney

9.9.260
Stephen Salvatore Date
City Manager
RESOLUTION No. 26-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP TO APPROVE FINAL MAP FOR TRACT 4284 VILLAGE 19 WITHIN THE
WOODLANDS EAST DISTRICT, TOTALING 248 SINGLE FAMILY LOTS, ANNEXATION INTO CFD 2023-1, AN IRREVOCABLE OFFER OF DEDICATION,

AND A SUBDIVISION IMPROVEMENT AGREEMENT WITH CALIFIA, 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 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, the land for the proposed Final Map for Tract 4284 Village 19 (Tract 4284) is within the geographic boundaries of VTM 6716, LLFM Tract 4205, and the Woodlands East Neighborhood; and
WHEREAS, as required by the Lathrop Municipal Code Chapter 16.16, all final maps must include a Subdivision Improvement Agreement (SIA) to guarantee specific offsite and onsite improvements; and
WHEREAS, Califia, LLC (River Islands), will provide a Performance and Labor & Material securities, as detailed in the SIA, for Tract 4284 to guarantee the minor unfinished improvements in the amounts shown below:

Village 4 (Tract 4284) Improvements
Unfinished Improvement Total from Village 19 $292,500
(Tract 4284):

Performance Bond (Bond No.3011331): $549,900
Labor & Materials Bond (Bond No.3011331): $249,955
; and
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date when the improvements are completed. Prior to acceptance, River Islands will be required to provide a one (1) year warranty bond; and WHEREAS, Tract 4284 needs to be annexed into three different Community Facilities Districts (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 WHEREAS, Lantern Bay Circle is necessary for the access to Tract 4284 but is not part of the large parcel that encompasses Tract 4284 and therefore must be dedicated by a document separate from the Final Map. River Islands has provided an Irrevocable Offer of Dedication for right-of-way purposes for the portion of Lantern Bay Circle that fronts and provides access to Tract 4284; and WHEREAS, Califia, 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 4284 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 September 14, 2026 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 Califia, LLC in substantially the form as attached to the September 14, 2026 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 September 14, 2026 staff report.

4. Irrevocable Offer of Dedication of Easement for Lantern Bay Circle in substantially the form as attached to the September 14, 2026 staff report.

PASSED AND ADOPTED by the City Council of the City of Lathrop this 14th day of September 2026 by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas Salvador Navarrete
City Clerk • City Attorney
VIELAGE 6
VILLAGE 19 &
TRACT 4284
FUTURE VILLAGE 5 FUTURE
BOUNDARY K-8 SCHOOL PARK
*STRANDBERG STREET
LAKE 14
(FUTURE

WOODLANDS WEST) SEATON AVENUE BRANTON AVENUE
VILLAGE 221
VILLAGE 23
VILLAGE 18 LAKE 19
FUTURE
LAKE 18. PARK
ATTACHMENT "B"
RIVER ISL VILLAGE 19/TRACT 4284
VILLAGE 17 VILLAGE 21 WOODLANDS EAST

STORNOWAY VICINITY MAP
AUGUST 2026

ATTACHMENT
" C "r

SUBDIVISION IMPROVEMENT AGREEMENT

BY AND BETWEEN THE CITY OF LATHROP AND

CALIFIA, LLC,

A CALIFORNIA LIMITED LIABILITY COMPANY
FOR TRACT 4284 VILLAGE 19 - 248 RESIDENTIAL LOTS

RECITALS
A. This Agreement is made and entered into this 14** day of September 2026, by and between the CITY OF LATHROP, a municipal corporation of the State of California (hereinafter "CITY") and Califia, LLC, a California limited liability company, (hereinafter "SUBDIVIDER").

B. Pursuant to Division 2 of Title 7 of the Government Code of the State of California and the CITY's Subdivision Regulations (City of Lathrop, Code of Ordinances, Chapter 16), SUBDIVIDER is required to make dedications and improve Tract 4284 Village 19 (Tract 4284).

However, SUBDIVIDER has completed a significant portion of the public infrastructure improvements associated with Tract 4284 located within the Woodlands East District of River Islands Phase 2, which also includes major streets necessary to access the site. A Performance and Labor & Material securities has been provided by SUBDIVIDER that guarantee the unfinished improvements for Tract 4284, in the amount shown in Section 8 of this agreement.

C. SUBDIVIDER has completed a portion of the joint trench improvements for Tract 4284 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 4284. Improvement plans, and streetlight 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 4284 are required security as outlined in this Agreement.

NOW THEREFORE in consideration of CITY'S pending approval and acceptance of the Improvements upon their satisfactory completion, and in consideration of SUBDIVIDER'S construction of Improvements in strict accordance with the terms of this Agreement, 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 Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
sole cost and expense, the Improvements for all of the lots within the Woodlands East - Village 19 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 4284, or September 14, 2027, whichever comes first.

3. CITY, or its agents), 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'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'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 Woodlands East - Village 19 entire area to insure SUBDIVIDER'S repair 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/or repair, replace, or reconstruct the Improvements, either by itself or by contract for such service, and CITY may cause to be forfeited such portion of any security deposited therein as is necessary to cover the costs of completion, repair, replacement, or reconstruction incurred by CITY.

Once action is taken by CITY to complete, repair, replace and/or reconstruct the Improvements, Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
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's fees 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's fees, 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 4284 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'S insurance requirements set forth on Exhibit "C'" attached hereto and incorporated herein.

Table 1 - Bond Values
Unfinished Improvement Total: $292,500
Performance Bond (Bond No. 3011331): $549,900
Labor & Materials Bond (Bond No. 3011331): $249,955

9. Any alteration(s) made to the plans and specifications, which are a part of this Agreement, or any provision of this Agreement shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part thereof. The above referenced sureties hereby consent to such alterations and waive the provisions of California Civil Code Section 2819.

10. Neither the CITY nor any of its officers, employees or agents shall be liable to SUBDIVIDER, and/or SUBDIVIDER'S agents, contractors or subcontractors for any error or omission arising out of or in connection with any work to be performed under this Agreement. 1l. Neither the CITY not any of its officers, employees, or agents, shall be liable to the SUBDIVIDER or to any person, entity, or organization, for any injury or damage that may result to any person or property by or from any cause in, on, or about the subdivision of all or any part of the land covered by this Agreement.

12. SUBDIVIDER hereby agrees to, and shall hold CItY, Its elective and appointive boards, commissions, officers, agents and employees (collectively, "Indemnitees"), harmless from any liability for damage or claims which may arise from SUBDIVIDER and/or SUBDIVIDER'S contractors, subcontractors, agents, or employees' operations under this Agreement, 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'S contractors or subcontractors. SUBDIVIDER shall, at its own cost and Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
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 legal proceedings, resulting from or alleged to have resulted from SUBDIVIDER'S performance or non-performance of his duties and obligations under this Agreement, 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 and shall not, waive any Fights against SUBDIVIDER which i may la vely 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'S agents, 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 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 of the fiscal year, or up to a one (1) year period, whichever is needed to ensure an opportunity for the Improvements to be included in the next fiscal year annual assessment.

16. SUBDIVIDER shall 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, Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
administrators and assignees of the SUBDIVIDER and shall be jointly and severally liable hereunder.

18. The SUBDIVIDER shall, at the SUBDIVIDER'S expense, obtain and maintain all necessary permits and licenses for construction of the Improvements. Prior to the commencement of Improvement construction, the SUBDIVIDER shall obtain a City of Lathrop Business License.

The SUBDIVIDER shall comply with all local, state and federal laws, whether or not said laws are expressly stated in this Agreement.

19. This Agreement and any amendments hereto comprise the entire understanding and agreement between the parties regarding the improvements to be constructed and dedications for Tract 4284.

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.

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.

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 Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
performance shall be extended to the following Business Day.

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 4284 VILLAGE 19
EXHIBIT B TRACT 4284 VILLAGE 19 AREA

EXHIBIT C CITY INSURANCE REQUIREMENTS
EXHIBIT D WOODLANDS EAST VILLAGE 19 UNFINISHED IMPROVEMENTS AND

FULL IMPROVEMENTS COST ESTIMATE
Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19 Unit 1
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 14th day of September 2026, at Lathrop, California.

ATTEST: TERESA VARGAS CITY OF LATHROP, a
City Clerk of and for the City municipal corporation of the of Lathrop, State of California 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: 98.2026
Salvador Navarrete Date
City Attorney
Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19

SUBDIVIDER
Calitia, LLC,
a California limited liability company
BY:

Susan Dell'Osso
President
Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
EXHIBIT "A"
FINAL MAP - TRACT 4284 VILLAGE 19

PROJECT
TRACT 4284 SITE

OWNER'S STATEMENT
RIVER ISLANDS - PHASE 2
VILLAGE 19
TRACT 4284, RIVER ISLANDS LAREY ONSIT TOY

A PORTION OF RANCHO EL PESCADERO, BENG A SUBDIVSICN CF
PARCEL 15 OF TRACT 4205 (44 M&P 95).

THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: CITY OF LATHRCP, SAN JOAQUIN COUNTY, CALIFORNIA

1. TO THE CITY OF LATHROP FOR PUBLIC RICHT-OF-WAY PURPOSES, THOSE PORTIONS OF SAD LANDS DESICHATED ON AUGUST 2026 THOSE PORTIONS OF SAD LANDS Westwood
THE RICHT TO CONSTRUCT, RECONSTRUCT, Phone (209) 571-176S 1165 Scenic Drive, Suite A odesto, CA95350

APPURTENANCES UPON, OVER AND
westwoodps.com
UNDER THE STRIPS OF LAND AS SHOWN ON THIS FINAL MAP DESIGNATED AS "P.U.E" (PUBLIC UTILTY EASEMENT). aswond Protesi ons Sivices Inc
TRE STRPIS GF LAND AS SION OR TRIS FINAL NAP DESINTED AS SD.E (STREA OES N EAS UT. CITY CLERK'S STATEMENT CA RUn-ExUSYE CASEwENT lOLEME CIlTEUr LAIRRUP POR eMERGENCTVeMCLE ALUESS PURPUSES AURUSS Ir 1 TERESA VARGAS, CITY CLERK AND CLERK OF THE CITY COUNCL OF THE CITY OF LATHROP, STATE OF TRIPS OF LAND AS SHOWN ON THIS FINAL MAP DESIGNATED AS 'EVAE (EMERGENCY VEHICLE ACCESS EASENENT CALIFORNIA DO HEREBY STATE THAT THE HEREIN EMBOOIED MAP ENTITLED *TRACT 4284 RIVER 19" FINAL MAP, CTY OF LATHROP, CALFORNIA, CONSISTING OF TWENTY-SEVEN THE REAL PROPERTY DESCRIBED BELOW IS DECICATED IN FEE FOR PUBUC PURPOSES: (27) SHEETS, THIS STATEMENT WAS PRESENTED TO SAID CITY COUNCL, AS PROVDED BY LAW, AT A MEETING

VICINITY MAP

1. PARCELS B THROUGH H TO NOT TO SCALE

AND AUTORIZED ITS RECORDATOM, AY D ASCE TED ON DEAL OE THE CTY 35 D 131, 5% , e -T 18 16, ho th, h 13, 1% T7 e2-, 2, 8 0 0 20 50 10. SECRETARY OF THE PLANNING COMMISSION'S STATEMENT HIS MAP CONFORMS TO VESTING TENTATIVE MAP NO. 6716 RECOMMENDED BY THE PLANNING CONMISSIC ND APPROVED BY THE CITY COUNCIL PER RESOLUTION NO. 21-490 ILL. AS SHOHN ON THIS FINAL MAP.

DATED THIS. _ DAY CF . , 2026.

TO ENSURE MUNICIPAL WATER SERVES TO ALL LOTS SHORN UPON THIS FINAL MAP ALL GROUN WATER RICHTS THAT

THE UNDERSIGNED MAY HAVE WITHIN THE CISTNCTIVE BORDER UPON THIS MAP, HEREBY ARE DEDICATED TO THE CITY CF LANE, WANDERING CREEK WAY, ROANG SPRINGS STREET, AND FINAL MAP SUBJECT TO THE IMPROVEMENTS BEINC COMPLETED IN ACCORDANCE WITH CHAPTER 16, TITLE

CARDO CAGUIAT, COMMUNITY DEVELOPMENT CIRECTO

CWNER INTENDS TO SUBDIMDE THE LAND SUB-ECT TO THIS MAP WTH ANY AND ALL RPARIAN RIGHTS OR OTER WATER TY OF LATHRO ENTERESIS TO WHICH THE SUBJECT LAND IS ENTITLED THEREN APPURTENANT OR RELATING TO THE LANDS, WHETHER NSO, FURSUANT TO SECTON 65434(G) OF THE CALIFORNIA SUBDISION MAP ACT, THE CITY OF LATHROP SUCH WATER RICHTS SHALL RE RPARIAN. OVERLYNG. TUKAL PEREAa AD JUCICATED, STATUTORY OR CONTRACTUAL OHNER DOES NOT INTEND BY THE RECORDATION OF THIS MAP TO SEVER THE RIPARIAN RICHTS OF THE DOES HEREBY ABANDON THE NON-EXCLUSIVE PUELC UTILITY ESEMENT (P.U.E.) FOR PUBLIC PURPOSES SUBJECT LANDS WITHIN THE BOUNDARES OF THIS MAP OR THE SURROUNDING PROPERTES. 2024, IN BOOK 14 CF MAPS AND PLATS,

PUBLIC UTILITY EASEMENT FOR
THE UNDERSICNED DOES HEREBY RESERVE IN FEE PARCELS A1 THROUCH A34 AS ACCESS LOTS AND PARCEL I, J AND K SEPTEMBER DOCUNENT NUMBER 2024-081616, OFFICIAL RECORDS CITY ENGINEER'S STATEMENT

HANE BEEN SAPPOIED BY THE COS OREL OF LA ROP TOND FTLE IM EIN MAP, EF APPUCABLE, TERESA VARGAS TIME CF APPROVAL OF VESTING TENTATIVE MAP.

CITY CLERK AND CLERK OF THE CITY UNCIL OF THE CITY OF LATHROP, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA DATEO THIS_ _ DAY CF L 2026.

CHATER: RIVER ISLANDS DEVELOPMENT AREA 3, A DELAWARE MTED UABIUTY COMPANY ACKNOWLEDGEMENT CERTIFICATE (OWNER) C92823
NANE: SUSAN DEL'OSSO DATE
ITS: PRESIDENT

NOT THE TRUTHFULNESS, ACCURACY, OR VAUDITY OF THAT DOCUMENT TY ENGINEER OF THE CITY OF LATHROP, CALIFORNI

RATE OF CALF CRAS

ATE OF CALIFORN

PINTY CE SAN JOACUIN
,2026 BEFORE ME,
SEE SHEET 2 FOR TRUSTEE'S STATEMENT

A NOTARY PUBLIC, PERSCNALLY APPEARED, NHO PROVED

TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED RECORDER'S STATEMENT

TOUTHE MITHIN INSTRUMENT, AND ACKNOWEDEDTO ME THAT HE/CUE/THEY EYECUTED THE SAVELIN LED THIS . - 2026. AT
HIS/HER/THEIR AUTHORIZED CAPACTY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUWENT : BOO _ O MAPS MÃO PLATS, AT PADE A ERES O CLO REPA TOL COMAN.

THE PERSON('S), OR THE ENTTY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.

CERDFY UNDER PENALTY OF PERURY UNDER THE LAWS OF THE STATE OF CALIFORNA THAT THE FORECOINO FEE: $

ARAGRAPH IS TRUE AND CORREC
WTNESS MY HAND:

SICHATURE: BY: ASSTANT/DEPUTY RECORDER

STEVE BESTOLARIDES
NAVE (PRINT): SSESSOR-RECORDER-COUNTY CLER
PRINCIPAL COUNTY OF BUSINESS: AN JOAQUIN COUNTY, CALIFORNI EXEMPT FRCM FEE PER GOVERNMENT CODE 27388.1; DOCUMENT MY COMMISSION NUMEER:

FE NPOSI GF DOUMENTR TRANSE T TRANSTER SUBECT TO MY COMMISSION EXPIRES:

SHEET 1 OF 27

CITY SURVEYOR'S STATEMENT TRUSTEE'S STATEMENT
ANGA SANDS HERESY STATE THAT I HAVE EXAMINED THIS FINAL • *TRACT 4284, LD REPUBLIC TITLE COMPANY, A CALIFORNIA CORPORATION, AS TRUSTEE, UNCER THE DEED OF TRUST TRACT 4284 ATY OF LATHROP, CALIFORNIA, AND I AM ECORDED APRIL 16, 2020, AS DOCUMENT NUMBER 2020-046455, AND AMENDED IN DOCUMEN SATISFIED THAT THIS FINAL MAP IS TECHNICALLY CORRECT. rECORDED ocloseR 3, 2022, AS DOCUMENT NUMBER 2022-114642, AND FURIER AMENDED I RIVER ISLANDS - PHASE 2 OCUMENT RECORDED AUGUST 24, 2023, AS DOCUMENT NUMBER 2023-067141, OFFICIAL RECORDS OF DATED THIS _ _DAY CF 2026. VILLAGE 19
DAY OF , 2026. A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIMSION OF DARRYL A ALEXANDER, P.LS. 5071 L 5071 NAME: PARCEL 15 CF TRACT 205 (44 M&P

ACTING ATY SURVEYOR
AUGUST 2026
ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE) Westwood

THE IDENTITY
SURVEYOR'S STATEMENT phone (20957-750 e орон Вына

NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT

THIS NAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY Westwood Professional Services, inc

IN CONFORMANCE WITH THE RECUIREMENTS OF THE SUSDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF CALIFIA, LLC, ON OCTOBER 7, 2025. I HEREBY STATE ALL THE MONUMENTS STATE OF CALIFORNIA COUNTY OF SAN AUNT

ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ON 2026 BEFORE ME, _

SUESTANTALLY CONFORMS TO THE CONDITICNALLY APPROVED VESTING TENTATIVE MAD

A NOTARY PUBUC, PERSONALLY APPEARED,

DATED THIS TO NO ON THE BAS OF SAI ACTORY EDENCE TO BE THE PERSONS MIOSE NAMES) IS/ARE SUPSCRIBED DAY OF _ 2026.

TO THE MEN INSTRUMENT. AND ACKNOWEDGED TO VE THAT HE/SHE/THSY SXECUTED THE SAVE IN

S/HER/THEIR AUTORIZED CAPACITY(ES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE NSTRUEN 1E PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMEN WILUAM M. KOCH, PILS. NO 8092
No. 8092 CARE A PER NER THE AS THE SEE CAR THAT THE FOREGOING LATE OF CALEND WINESS MY HAND:

SIGNATURE:

JANE (PRNT)
RECITALS RINCIPAL COUNTY OF BUSINESS:

MY COMMISSICN NUMBER:

MY COMMSSON EXPIRES: SIGNATURE OMISSIONS
DOCUMENT NUBER 2001-01045177, S.J.C.R.
"GEOTECHNICAL EXPLORATION, RIVER ISLANDS PHASE 2, LATHROP, CALIFORNIA".

THIS PROJECT BY ENGEO, INCORPORATED, JOSEF J. TOOTLE, G.E. NO. 2677, AND IS ON FLE WITH THE CITY OF

3. TRACT 4284 AREA SUMMARY

CERTIFICATE OF DEDICATION
LOTS 1 THROUGH 248 16,559 ACE
THE FOLE REM INTO LAST GAPAY RIVER ISLANOS DEVELOPMENT AREA 3, PARCELS A1 THROUGH A34 1.785 ACt
PARCELS B THROUCH H 0.614 AC‡ AS FOLLOWS:

PARCELS I TERCUGH K 0.367 ACt
SIREET DEDICATIONS 7.03t ACE
TOTAL ACREAGE 26.339 ACH
LANTERN BAY CIRCLE 1.0.D. 1.148 AGE

ASED ON INFORMATIOY
SHEET 2 OF 27
TRACT 4284
LACROSSE AVENUE RIVER ISLANDS - PHASE 2
PARCEL 11 VILLAGE 19
TRACT 4205 IR1 TULLAMORE AVENUE PARCEL 2
TRACT 4205(1)

A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF PARITO EMATA WAY VILLAGE 6 UNIT I 715.00(N-M)(R1) AT OF LATE A IN CALIFORNIA PARCEL 1 (R3) 144-M-133
BASIS OF BEARINGS - AUGUST. 2026
PARCEL 2 BRANTON AVENUE
N754604 W 125585(1-6
(44-M-142) R025008 2382 30420(1 7127(4-M) → 544.59(k-M) N7546'04*W 645.27(T) Westwood
(R3)
596.27
R-203800 8-152586 156506 Phone (209) 571-1765 165 Scenie Driva, Sulta

49.00 N0111201 "W(R) westwoodps.com
KILPATRICK AVE 12r0425L+780.78(4-1X03) -N4607'36'€ 35.01* 134.00(R2) SEATON AVENUE Westwood Professional Sorvices: Inc.

LN9255'08"E(R) VILLÄGE 22
-NB2'55'08'E 60.00' -(44-M- 102) EXISTING BOUNDARY SHEET SONNY DHALIWAL PARKWAY or. N1473'5S*E 663,42 1417.39(1) (R2)

ELLINGTON WAY
PARCEL 3 PARCEL 15
NOTES (44-M-142) (TRACT 4205)
(R3) 26.339 ACRES+

1. - ALL DIMENSIONS ARE PER (RI) UNLESS NOTED (R1) PARCEL 21 268.39 (R2) 75 150 300 450
• 2 SEE SHE 2 FOR EASEWENT ABANDONVENT NOTES. (P.U.E. OVER ENTIRE PARCEL) (TRACT 4205) (R1) GRAPHIC SCALE IN FEET
MONUMENTATION NOTES 40 1cn
X FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY

PROJECTION, RADIAL OR PERPENCICULAR TO CENTERLINE,

1.17" BRASS DISK STAMPED "PLS 7788" PER (RI) VILLAGE 22 A FOUND 2-1/2" BRASS DISK STAMPED "PLS 7788. PER (RI) PARCEL 9 (LAKE) © FOUND MONUMENT PER (RI) (44-M-142) 40291218* L-34915 (44-M-102) 8»2912H" (R2)
(R3)
BASIS OF BEARINGS Lo433.25(-)
THE BEARING OF NORTH 7546'04° HEST ALONG BRANTON AVENUE; AS 850.00" HOAN PER TRACT 4205
ND PLATS, AT PACE COUNTY, WAS TAKEN Ra685.00

AS THE BASIS OF BEARINOS
N4326'10°€ 160.36'-
LEGEND 139051E 30,07- R=103000 4-115540 L=767.75 N3708'S6"E(R) VILLAGE 21 UNIT 2 •200.00 (R1) EASURED AND RECCRO DATA PER REFERENCE SHOW (R1) NOTES REFERENCE (RT) - SEE REFERENCE LIST.ON THIS SHE (M-81) MONUMENT TO MONUMENT c3 2

MONUMENT TO BOUNDARY CAUFIELD WAY
(M-B)
CENTERLINE INTERSECTION TO MONUMENT N044445'w(8)/ PARCEL 14 TRACT 4205(1) N403412 E(R)
TOTAL
RADIAL BEARING KUTCHER ST.
(E) EASEMENT
(B)
SD.E. LINE AND CURVE TABLES FOR SHEET 3 ONLY
E.V.A.E
A.E ACOSSS EASEMENT LINE TABLE CRETAR
P.U.E PUBLC UTLITY EASEVENT DiRECTiON I LENGTH CURVE T RADIUS DELTA LENGTH WE. WALL EASEMENT
11/C1 USE. CURVE 35.00 153725380 3250°
BOUNDARY REFERENCES N8550'11'E | 34.35
LOT LINE OR RIGHT-OF-HAY UNE TRACT 4205, RIVER ISLANDS-PHASE 2, WOODLANDS EAST LARGE LOT FINAL EASEMENT LINE 305'18 56.60

CENTERLNE
(R) DA, BOK 4A GE MAPS AND PLATS, PACE 102, A i WAS 102.

AN462315*W _ STORNOWAY AVENUE

38.00'
SHEET 3 OF 15
TRACT 4284
PARCEL B - 43
BRANTON AVENUE 28 29 30 35 36 37 RIVER ISLANDS - PHASE 2 20 21 22 41
13 19 27 38
12 44 VILLAGE 19
14 COOLWATER WAY
11 PARCEL E A6]

A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIVISION OF 23 26 31 34 39 45
18 PARCEL 15 OF 95).
15 48 47 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA 24 25 32 33
17 AUGUST 2026
16 trumentument
51 тититийной PARCEL C - PARCEL D 50
• 49
RAFFERTY AVENUE Westwood
AZ Phona (209) 571-1765 Modesto, a Bos, Suite A.
155 161 168 169 176 177 184 westwoodps.com
53 154. A22 56 55 Westwood Professional Services, Inc.
153 156 162 167 170 175
147 178 183 El 54
152 163 166 171 174 59 SHEET INDEX
157 57. 58
148 164 165 172, 173 179 180 181 182 60
149 / 160 159 158
110 (A8]
150 213 205 204 197 196 • 189 188
151. 146' 61
145 214 64 63
144 212 206 203198 195 190 187 E
62 160
143 207 202 199 194 191 186
211 67 PARCEL 21 TRACT 4205 SEATON AVENUE ORAPHIC SCALE IN FEET 139(3 65 66
140 208 201 200 193 192 185
PARCEL H 142 210.

NOTES
141 A9] SEE SHEET 2 FOR EASENENT ABANDONMENT NOTES
138
137 SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES.

WANDERING CREEK WAY 69 THE IRREVOCABLE OFFER OF DEDICATION FOR RIGHT-OF-WAY PURPOSES 72 71
135 (A1B 70
215 222 223 230 231 237
131 THIS FINAL MAP.
132 75
134 PARCEL J 216 221 224 229 232 236 73 74
133 9 76 LEGEND
130
129 BOUNDARY
217 LOT LINE OR RIGHT-OF-WAY LINE
PARCEL 3 218 219 220 225 226- 227 228 233 234 235
80 77 EASEMENT LINE
(44-M-142) 127 ‹11) 79 SHEET LMIT LINE
(R3] --
247 246 243 242 239 238
123 5) SHEET NUMBER
126 124
248 1A341 245 244 241 240 81 NAP NOT A PART
125 122 83
121 LILL RESTRICTED ACCESS
PARCEL 9
120 (A1 PRIVATE STREET PARCEL NUMBER (SCE UST BELOW FOR (44-M-142) ATT 84 STREET NAME
(R3) KATE ROARING SPRINGS STREET
119
115 тапи чинит
116 110 103 102 95 88 87 PRIVATE STREET NAMES
118\117 A13 DREXEL LANE PARCEL A1 CANTON LANE
BARO 86 CAROL
109 104 101 96 BARCLAY LANE PARCEL A2 ALTMAN LANE
:89 90 STONEHURST LANE ESPRIT LANE (PARCE
00 ISAAC ELLIOT LANE (PARCEL: COPPETT LANE (PARCE
111 BOATWRIGHT LANE LEDGESTONE LANE (PARCEL
112 91 MARHAM LANE CELFN LANE (PARCEL
113 108 107 106 105,100 99 98 97 ARISTOTLE LANE UPSCOMB LANE (PARCEL 114 DAVENSHRE LANE (PARCEL. AB) WALTON LANE (PARCEL
94 92 CHESTERFIELD LANE (PARCEL A9 FORTUNE LANE (PARCE
SANTORINI LANE PARCEL A10 EVENHURST LANE PARCE
LANTERN BAY CIRCLE 93 BRADCOCK LANE (PARCEL A11) (PARCEL (FUTURE) CARDY LANE (PARCEL

PARCEL G - PARCEL F DRACONWOOD LANE (PARCEL

AVERY RANCH LANE TINKER LANE (PARCEL

SORRENTO LANE MAYDELL LANE (PARCEL

GATHICK LANE BOYD LANE (PARCE

DEDICATION CONVEYED HARTNETT LANE ASHCREST LANE

BY SEPARATE DOCUMENT (PARCEL
PARCEL 14
SEE NOT 4 TRACT 4205(1) SHEET 4 OF 27
5 12 13
TRACT 4284
RIVER ISLANDS - PHASE 2

16.00 N0258 45'€ 2325 N093349°€ 09'33 49°€ VILLAGE 19

16.00 N0238 45'€ 2325 22 A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIVISION OF

23.25 CEL 15 OF TRACT 4205(44 M&P
3 • OF LATHROP, SAN JOAQUIN COUNTY, CALIFO
AUGUST 2026
10 80 120
P.UE & AE. PARCEL A2 NO9:33 49°€ P.UE. & LE PARCEL LOT UNE Westwood

GRAPHIC SCALE IN FEET
one (209) 571-1765 1165 Sconle Drive, Suit,
odesto, CA 953
westwoodes.com
Westwood Professional Services, Inc.

NOT TO SCALE

SE DET S
PARCEL 17
TRACT 4205 IRI
• BRANTON AVENUE R=2150.00' 4-38'15'23* L•1435.55(т) PARCEL B 5200 7,970 S.F.

R26 -

16.77- PARCEL E
N2500°00R),
D-2000 215-258. (-885.0041) C17 R27.

C16 \- R24 A R25
C15 L R23 37 - PARCEL D
NO64008W(B) 614 -6.97
C13 R22
- R21
R-2088.00 Am 1510/33 L-621501) C12 222i Sr. 61.67
LA19 27
4-1'00*46* L=38.00 Er 2212 55. 5905- 5,037
KILPATRICK AVE: - R18
co L R17 E. 2216 sr. N14°1356'E 249.03(CL (CLINTX-M)
L•790.78 (4-м) 3,09.

R12(R=2096.00) isE. 3,86° sr. N14°1355'E 127.57(7) 416*1356'€ 117.52 N14'1356 € 117:00 3333S 1550- L-L14 N80º2611'W 92.06
(x-cL NTx) 1602811W 73.39 V0.12 26
•cs Lis
5 2,229 sr. 3,6il's.r. VATE 5,00 3,204 Sr.
#SEW 16032 IT F
TiB-370/W 72.07 3600- PRI 2,726 .г. ¿PARCEL C
2025 SP. 613 S.F.
1, 08 S5. L19 25
R11 37 37
NB79115T 100.S7 36.00- 2850 S.r. Ne6*3709W 72.74 512
30,00% - N87 0115W 73.00 STRES
170,00% DREXEL I
3,520 SF. (PRIVATE STREET -C89

36.56 3.4SSF._
N07 0452W 101.56(1) 870115W 9t55 A-10'52'33* L=341.68'(M-M) R. 1800.00 d-111356• [-352.70(7)

1.185 SF.

R53 -

RAFFERTY AVENUE
10,16'4
PARCEL A1 • - L29(R)(M-M)
2404 SE. N86*5940W 218.83 155 161 168
30, 4T
154
PARCEL g NOTONSEN 97100.
153 156
TRACT 4256 (R3) PARITO EMATA WAY 162 167
151 NOTES
ARCEL WARM BREEZE DRIVE SEE SHEET 10
¿ BE SET MONUS TON NOTES, LEOCHO, AND REFFRENCES
SCE DETAIL C* ON SHEET 12 FOR TYPICAL MONUMENT

PLACEMENT ALONG ACCESS PARCELS
SEE SHEET 9 SEE SHEETS 12 AND 13 FOR UNE & CURVE TABLES SHEET 5 OF 27
43 TRACT 4284
15 - 266 NOTES
N7546*04°w
E 20.79 20.79 17.25 77.25 RIVER ISLANDS - PHASE 2
N7546'04*N 41.58(1) 16.00 ¿ BE SET MORNIA ON NOTES, LESH, AND REFERENCES. : 3.9S.S LIN N75'46'04'N 84.92'(T) SEE DETAIL C* ON SHEET 12 FOR PICAL MONUMENT PLACEMEN" VILLAGE 19

16.00° 44 ALONG ACCESS PARCELS.

41.58 3,9S.SLHN SEE SHEETS 12 AND 13 FOR LINE & CURVE TABLES. A PORTION OF RANCHO EL ESCADERO, BANG A BISON OF P.U.E. & AE. PUE & AE LOT LIKE
- N75'46'04*w 8.7g' -
AUGUST 2026
267→ - 2.66
I LOT LINE. 16.00 7.25 Westwood
N7546'04 W
46 DETAIL FOR PARCEL AG Westwood Professional Services, Inc.

DETAIL FOR PARCELS A4 AND A5 NOT TO SCALE
° 80

NOT TO SCALE

GRAPHIC SCALE IN FEET
1=40

SEE DETAIL D BRANTON AVENUE
ON SHEET 12
R=2150.00
4-038'15'23*
4pL 1043555(T) N75°4604W 1255.85( 514,58(M-)
4-1710587
L-6(4.78(K-u)
10025 PARCELE
6,481 S.F.

N75*4604°W/ 596.27(T2
PARCEL B - 16.97 N75*4604"W 546.10(T) 60' E.V.AE 12.00'—

39.32 45.0B 45,08 27.92 27.92 45.08' 45.08* 55.02 30.00 46.25 2s0' 72.75 26'22
31,07. S' P.NE. - .9SCLPIN
PARCEL C- 28 2212 sr. E 2,12 5r. 21373г. PARCEL A6 2405 SF. 50009 ПГ 00* 2,172 S.F. 41 55 19
447-1 4,730 SF. 22262 SF.
22 439J
COOLWATER WAY Y + 625460 /
NI4*1356'E 249.03(CL (NTX-M) 4,127 2,750 S.F. 2.789 S.F. L 36.00 SF. MARHAM LANE
25201.9962N 00211 3.99CIPIN N14'1356*E 127.00(T) N75 460/'W 63.00 LAs N75 46'04°W 90.10 (PRIVATE STREET) L33
197.03 00°9C 0090~ 101611 -36.00%
23 2,83 sr. 2,268 5г. 3279 г.

SEE SHEET 5 2,088 Sr. BOATWRIGHT LANE

63.00 (PRIVATE STREET
N75*46'04'W 83.00 140 N75*4604W 90.10 29981IN 47

2.268
(PRIVATE
30° SS.
24 363 Sr. and 0l- 5297 2.780 Sr.
37 - 37' 2914 S 3,855 sr.

46.25 36.00

PARCEL D
610 S.F. L1/ 63.001//120.007 N7546890 1101 41690 11 12000

SEATON AVENUE
PARCEL A4 RAFFERTY AVENUE PARCEL A5
4=10'52'33 - C89 2,405 S.F. $9'99 BOSSIPIN 99'89
2,405 S.F. 1 9989 777 3,176
294.10' Sk _ 55.00 =0 S.F.
0115M104-N) 0o50.38' -* N7S*4504-W 40308°(M-M)
R53 SENECA FALLS LANE 208/L3000 d VILLAGE 22
ARISTOTLE LANE TN75'4604_ TRACT 4215
(PRIVATE STREET) -62 08°
TRACT 42011)
161
or 10° P.U.E
PARCEL A22 PARCEL PARCEL A7
2,405 S.F. - ELLINGTON WAY
56 55 54
SEE SHEET 10 SEE SHEET 7 SHEET 6 OF 27
SEE SHEET 6 TRACT 4284
NOTES

1. STERLIES FOR BASIS OF BEAOS, LEGSINO, AND RIVER ISLANDS - PHASE 2

2. SEE DETAIL "C* ON SHEET 12 FOR TYPICAL MONUMENT VILLAGE 19 51 PLACEMENT ALONG ACCESS PARCELS.

3. SEE SHEETS 12 AND 13 FOR LINE & CURVE TABLES. RAFFERTY AVENUE A PORTION OF RANCHO EL PESCADERO, BENG A SUBIMSION OF 50 × _55.00' ARCEL 15 CF
PARCEL A7 2,405 S.F.
52 AUGUST 2026

ARISTOTLE LANE
(PRIVATE STREET) Westwood

46.25 36.00 Т
176 177 184 L60 53 Pharo (209) 571-1765 1165 Scenie Drive, Suite A PARCEL A24 La 10' P.U.E. lodesto, CA 95350
MONUMENTATION NOTES 3 359.65 (N-м)

44.83 Westwood Professional Services, Inc.
. FOUND STANDARD CITY OF LATHROP MONUMENT WELL STAMPEI 256 M'99 N754604W PLS 8092* PER (R4 56 00:89 3.9S.C1.PIN
183 3,145 S.F. 54
S.F
N14'1356 E S44.63(T) 3,122 S.F.

X FOUND 1.00 N75°4604°W 155.00
168.00 11 1 111168.001 L 46.25 36.00 72.75

1.17 BRASS DISK STAMPED PLS 8032 PER (R4) PARCEL 21
3,122 S.F. 40

3.9SCLYIN 3.99.C1.7LN 0083
182
• SENECA FALLS LANE PARCEL AB 2,405 S.F. 35.5 GRAPHIC SORE IN FET $ SEE A RAG PROPERTY BIASIC PLUG STAMPED PLS 8032" ON 1" L63 |

46.25 136.00
BL (PRIVATE STREET) N75*4604 W
T SET 5/8* × 24" REBAR W/ PLASTIC PLUG *PLS 8092" FOR ALL REAR LOT 46.25 36.00 5 266 N7545'04*N 23.25" COS 02 SEAL ON PROPERTY LN PRECION STORED EN SIDEWALK 1.00' ON PROPERTY LINE PROECTION FOR ALL. " 16.00' 17.25 187
LOT CORNERS ALONG STREETS. 42°
N7546'04*N 84.92(1)
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788" PER (R1) 64. 44.83 00'89 2,448 754604
• -DIMENSION PCINT. NO MONUMENT SET. 3545 S.F. 62
3,122 S.F.

P.U.E. & AE
N75°4604 W 155.00
MATCH LINE 186 72.75
WANDERING CREEK WAY 67
3,124 S.F. 1 16.00 7.25
PARCEL A9 2,405 S.F. N754504'W N7546'0('N 23.25'
72 71 70 65
185 - 30"
237 N72 1503W 157.69

48.83 36.10 482507

72.76 CHESTEREO LINE DETAIL FOR PANCE SAZ THROUGH THROUGHA9 ГN7546G4W—
3,011 st. WANDERING CREEK WAY (PRIVATE STREET)
236 SENECA FALLS LANE 220453°8 71.61 025-— 136.007
122:0453E 1.60 (M. R66 462L681
-
Y N754604
6-16*19°00° Le293.32 50.56 75

46.2g ) N747502 MR)/ 44.83
SEE SHEET 11 L- 36.00 y 72 N754604 N6735'07* 23.25
SANTORINI LANE 2520 sr. 3 3,276 NS735'07°V 84.52(1) 16.00 77.25 (PRIVATE STREET) 3,070 .F.
·6.39 R67 48.73 N72 1503W 157.69
235 -759 172 3600 38.07 72.69

HARE NO
ors3e 2611 5r. 3 73 74 75 LOT LINE
80 N22'0453 E 74.54 54.58 MATCH LINE
675507W
238
N675507W 232525
83 DETAIL FOR SERGEL ALO
SEE SHEET 8
SHEET 7 OF 27
R=87.00 - 2.47 TRACT 4284
N147556°E 4a15*26'05* L.•23.44(7) X/
5 г267 L104(E) - 15.000 RIVER ISLANDS - PHASE 2
R-65,50' C59
K41-
4495*35'35° - L100(E) 8- VILLAGE 19
15701 25 2
N6755'07*w A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF (Ese) 41056) N14 1358E 110 PARCEL 15 OF TRACT 4205 (44 U&P $5),

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNA
6L8 3.95.26.05N 41.56 115 SYH 30C L10a PARCEL AUGUST 2026 TOT LINE 09°951 GRAPHIC SCALE IN FEET
P.U.E. 823506°3 A15

41.58 165.64'(E)
N141396'E 2325 - PUL. & AE 8255082/18466 Westwood
111
N7546'04°N 4158(1) ~ F. 15' SOE SEE SHEET 7

16.00' Phone 209) 671-1765 1165 Scenie Drivo, Suits A
- 20.79 12.25' C53
N59 2704*W 23.25
westwoogps.com

DETAIL A WANDERING CREEK WAY
• = 20' vas wood roles onservas ind
- R70 - 48.56 36.09 81.60
DETAIL FOR PARCELS A13 AND A1 N63°3434°W 166.25
OT TO SCALE ETAIL FOR PARCELS A11 AND A (N65'52'52 M8)

T TO SCAT
NOTES -27141(4-м) 4,168 S.F.

L-284.78'(T)
SEE SHEET 11 S.F. , N59'2701
PARCEL. | 238, 54.69 N59'0B15 WR)
AND 13 FOR UNE AND CURVE TABLES
240 A32 Тиник LE .. 36.001
PARCEL 241 BRADDOCK LANE
+ (PRIVATE STREET) N59'2704 W

46.25 60.21 N$52147 K(R)
"38.00
T PARCEL ROARING SPRINGS STREET PAR A11. R=850.00 4-291211° Le43325-(4-4) 248
PARCEL A13
N70404W 47051M) 2,405 S.r.

SEE DETAIL A ON THIS SHEET TT 869711 N59°2704W 153.02(1) PARCEL A14 N7546'0/'N 346.44(7) PARCEL 21 SEATON AVENUE 2,405 S.F. 4,08 5 г. 13000mar 07- TRACT 4205
PARCEL A15 1,996 S.F. 4,264 S.F. (R1)
102 SENECA FALLS LANE N4846'48 MR)
3,145 S.F. N754604W 08.45
PARCEL I 185-3535-2 R=65.50 3,49Sг. (PRIVATE STREET DRAGONWOOD LANE

68.CO.
5,123 S.F. -109.28'(T) 8764604W. 00907 3,354 S.F.
110 N75'4608W
3,145 SF. 9 68,00 2,48 sr. N75 4804W 87,90
1254608W2 (PRIVATE STREET) AVERY RANCH LANE? N147556'E 14231 115

68.00 104 68.00
SEE SHEET 9 2,448 SF. N76°4604°W - 4387 sr.
116 15' S.D.E. 109 N75°46'04°W 160. 09(1) PARCEL A12 _ F117.75 2,448 S.F. - 68,00 100 109- 1,595 S.F.

N75 4604W Di 3,348 S.F. r 92

63.00° 5' P.U.E—L 1E27ET 2,895 S.F.

CARDY LANE (PRIVATE STREET) 45281025
117 N825508'E 1856+(E) NBZ350e' 19712(9) 98UL
108 X-00 3 24155. Kğs 3,083 5.F. 55.70

26.76- 30'
6,048 S.F. •C47
• R Г А3
2 216%. C49
C104
C52 R-1050.00*4-44°5857• L-824.35(7) 7.32 CAS
A 13135. C53 R3S
R5 - L R63
R74 → R7 - 4-8474611-87.89 -R$ L=56.60°
15078 875 → C55 4-252029 -464.40 PARCEL G- Am303256" L=549,78(u-M) 43(T)- R-1020.004-4810•56-857.76175 --O-
PARITO EMATA WAY CSO 2,355 S.F. - L RIO 184-
114 R78 -
5,012 S.F. R=1055.00' LANTERN BAY CIRCLE (FUTURE 371
057
-15.28 1=25 5641 R=990.00 4a44*37'03" Le770.93
R77 55 S.F. - R34
~9.84 (-477.73(1) -
г R39 с58 L85- - c72
- R38
VILLAGE 14
IRREVOCABLE OFFER TRACT 4205 R36 N4326'10 E(8)
DEDICATION CONVEYED (R1)
063 SEPARATE DOCUMENT
ACRESE
SEE NOTE 6

EE DETAIL I
ON SHEET 13 SHEET 8 OF 27
PARCEL 17 TRACT 4284
16 RIVER ISLANDS - PHASE 2
N3255'08'E 23,25 16.00% VILLAGE 19
PARCE RAFFERTY AVENUE 7,25 PUE. & ME.
-10 PUE
-10.0 - 7836-2-06090418041 . N8255'08'E 84.92
KNE AUGUST 2026
LOT UNE 41-580
- L29(R)M-M) Westwood
N86'5940W 218.83 Ne25508't 23% 267- 18.00
NO70452'E 5018(1) - 257 12811 Phone (209) Ietesio, Tests, CADs uloA PARCEL A20 PARCEL ARO
westwoodps.com
1,874 S.F. (ch 20 17 2420
•N86'5940W 158.95(1)) LOT UNE Westwood Professional Services, Inc. 153
166.48 1 285 122002/5 152 C107- DETAIL FOR PARCELS A17 THROUGH A19 Ind 266° NOT TO SCALE
3,565 S.F.
672
ESPAT PUE & AE.
-10.16 Na2°6508E
(PRIVATE STREET) 80.08" Ra 1000.00 d-10'0512" L=178.04(M-M- | PARCEL A21 4,100 SF.

LANE 147 151 N823S'C8*E 41.58'(1)
13,716 SF
N82°S508°E 112213 149 30
84,75 MATCH LINE PARCEL
WARM BREEZE DRIVE 160

48.25 150
i S.F. 48.11 DETAIL FO D ARCEL A20
13 1275 45.08
34 2172 8г. 136.00
157.66(1) 146 73.75
2,998 S.F. 2,860

29.07 13,75 N82°5508°E BLOO
145 2182- WARM BREEZE DRIVE
144

15.By 2.860 ST 64.00 46.25 _PARCEL SEE SHEET 11

28.95 8 S.F. (421 (PRIVATE STREET)
8255077) - 1120- ALTMAN LANE SEE SHEET 10 33.00 2110%
(PRIVATE STREET) PARCEL A28
30' 2,405 SF. _ PARCEL A19
6221735. 18,00 E118
No2'5S0B°E 139
2,960 S.F.
70652W N07055:W 38265(7) 180.50(M-M0 209 N07:043271
LITT S921m 13.15
PARITO EMATA WAY 28.92 2,405 SF. PARCEL A18 WANDERING CREEK WAY - R42 136 - R48 470.31'(M-M)
012MN10 1754604 --1o
N970452W 371.00% PARITO EMATA WAY NOT ONSET 381.16(7) R-65.50 PARCEL 9 ПОТОЧЕНН ROARING SPRINGS STREET
TRACT 4256 (R3) PARCEL 9 N82°5S08'E 3000 [то L-71.35
TRACT 4256(3) 63.08 -7

PARCEL H
8253 SF.

SEF DETAIL A16
Д6.25
_ PARCELI

5.123 SF

73.75 SORRENTO LANE (PRIVATE STREET)
3370 23509 00
GRAPHIC SCALE IN FEET 111
MATCH LINE 4.. An
30'
SEE SHEET 8
114
SHEET 9 OF 27
155 N31473'S6E 213 TRACT 4284
837301W - 11.42 N8373'01*W 23.25'(2) 20.79* 20.79'

16.00 L85 P.UE & AE 16.00 7.25 N7546'04°₩ 41.58(T) RIVER ISLANDS - PHASE 2 8792(1) LOT UNE 212 NO1473'56'E 16.00(1) 16.00 16.00 NO1413'56°€ 16.00'(t) VILLAGE 19 1 e 50 ~ 265
N831501 109.85(1) N9513'01*W 49.35'(1) 41.56* A PORTION OF RANCHO EL PESCADERO, BENG A SUBDIMSION OF P.UE. & AE
HE LOT LINE N064559°€ 41.58 LOT UNE. PARCEL
PUE & AE N7546:04%879 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALFORNIA PARES AL! NO143361 41.58' PARCEL A20
82 157 P.U.E. & AE. PUE. & AE 1.313. 21.1 AUGUST 2025

2.67'- — 267'

16.00 16.00' (BRANTON @ AVENUE (1),26 ра

16.00' L86 Ne9350W 19351 18.00' (7.25 LOT UNE LOT HE
N75'46'04°W 41.58'(T) Westwood
88373017 N837301 * 23.25'(1)
* L5.42 i L 2,06 SEE DETAIL. K ,95,EL71) Phone
210 ON SHEET 10
158
DETAIL FOR PARCEL 21 DETAIL FOR PARCEL A28 Westwood Professional Services, Inc.

NOT TO SCALE DETAIL FOR PARCELS A22 THROUGH A2 NOT TO SCALE DETAL FOR PARCES SA. THROUGH AZT OT TO SOM N14*1356°E 249.03 (CLINTX-M)
24 (8-V0.00261 SEE SHEET 6
SEE SHEET 5 17
16 RAFFERTY AVENUE

50.98 - 294.10 > _ 55.00"
N75*0604 W 400.08 (M-M)
PARCEL A22 PATE SA R
_PARCEL A23
C82
13007 N86°S940Vl 218.83 - 29(9)(-1)
3,018 S.F.

PARITO EMATA WAY L131 141] 175:4604W,2 N75*4004 W
RS5 L138 359.65(4-M)
154 4559°₴ L132 63.00 81.005 P.U.E
3,177 SF. T
1,015 5r. 2,2685 - 36.00 178 :36.00 183 -L15
152 PARCEL A21 2.2682 36.001 2,268 S.F. 2,916 S.F.
2,873 S.F. N83'13:01 W 109.05 44.50* L1a7 N75*46'04W N75*4604 W - 57.94 COPPETTCANE 63.00 81.00
N14*1336 € 158.00(7)

2.7679 174 158.00 179
(PRIVATE STREET) 22186 2.759 SF.

60.93 N03 1301" 106.71 72.75
147

60.03 To PUE. /NOS 4650E L7 N83 1901W 164 N14*13 50E 172 EN 81050= 181 55 2,5159 г. 158 2,172 2172 2,72 2,172
• sr. 3,305 S.F. S.F.

87.05 27.92 45.08' 45.08 27.92 27.92 45.08 45.08 27.92 / 27.92 45.08 '45.08 N14*1356'€ 235.00 m) SENECA FALLS LANE

40.30 100.69 N754604'W 456.00(T)

48.19 23:00 N14°: N16*135 275107531727535
-C78 75.00 N831301W175.59 169 188- N14'1356E
803 1301W 44.83 197 18 2,172
146 2,7 r. 12705r. i 2,172 S.F.

60.27 •S.F.
- o pare mit LL161 42°
30- 4,207 .г. T41652
2759 Sr. 195 190 187
2,735 S.F. 2,759 S.F. 2,759 S.F. 2,759 SF. 4,068 S.F.
→1168=
PARCEL A28 _ - 61.63 / 63.00 63.00
Ces "ARLO LANE - 50313018 N75°4G*04°W N754604W
* (PRIVATE STREET) 35.00' 30.00- 38.00
139 WARM BREEZE DRIVE 54152
20 GRAPHIC SCALE IN FEET 30°

46.25 NOTES
30'
138 PARCEL A26_ WANDERING CREEK WAY _ PARCEL A2!
2,465 S.F. 2.465 SI
2,465 S.F. N75*46'04W 488.60(M-M)
PLACEWENT ALONG ACCESS PARCELS. R48 _R•500.00 2-18-3342 L-14.59 (M-M

4. SEE SMEET 12 AND 13 FOR UNE & CURVE TABLES
SEE SHEET 11 SHEET 10 OF 27
239 238 TRACT 4284

3.99,ELHION 3.9S.SL+10N 3,SS,CLHION 399CL 10N

20.79' 20.79 20.7g 20.78'
N7546'04 w 4158(1) N75 46 04*H 41.58 (1) RIVER ISLANDS - PHASE 2 - LOT. UNE LOT UNE 678 LOT LINE ,00'9l 00'9l 00'9L 00'91 VILLAGE 19 ~ 2.67 3.99,SLPION NO141356'E2325(T) (L),SZ'SZ 3.95,EL+ICN 66'- 41.58$ 41.58
240 A PORTION OF RANCHO EL. PESCADERO, BEING A SUBDIVISION OF 41).0091 P.U.E. & AE. PARCEL 15: 0F 4205 (44 NAP 95).
- N7546'04*w 8.79 - N75'46'04°м 8.79* CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA P.U.E. & AE. - N1473'56'€ 9.42' AUGUST 2026
233 NOt 413'56'E 23.25'(1) 0091 T N1413'56'E 9.42 → -N1473'56'E 9:42' P.U.E. & A.E.

LOT LINE I LOT LINE.. LOT LINE LOT UNE
ROARING SPRINGS STREET Westwood
.N7546'04*W 41.58'(T) ROARING SPRINGS STREET
2078 l 20.79
DETAIL FOR SACEL A32 DETAIL FOR PARCELS A33 AND A34
OT TO SCALE westwoodps.com
234 F
Westwood Professional Services, Inc.

ETAIL FOR PARCEL A: DETAIL FOR PARO SS A29 AND A30

OT TO SCA
SEE SHEET 10
208 30'
210 -
209
шишш
LILIIIII 30'
138 WANDERING CREEK WAY 0----0
C25—
-O N75 4604W 488.60 (M)
~ R48 B-500.00 0-1659342 L-16452-
= PARCEL 29 PARCEL A30 PARAS SAB1 N75:0006 N(R)
M1.335328(8) 1 2,405 S.F. 2,405 S.F. 2,405 S.F.

N75°4604W 431.21(T) 72.
2-8°07-34 20.00 П'63.00 ДУ116300 1112000111 63001117211 6300 61.74. TTY -09 -
• R52
230 215
2,914 S.F. 219SF 212Sr. 224 5.F. 3,564 SF. C92-

2.914 S.F.
131 1N0704 LA C93-
11237 N7546'04 WIS. 73.01 SEE SHEET 7

63.00 N75*46*04 W

63.00 63.00 63.00 63.00 N75*46 04W LL183(R)

ANDROS LANE (PRIVATE STREET (PRIVATE STREET) (PRIVATE STREET N82'5508 E: MAGINATION 223 220 INKER LANE

12.00 236 009C 0090 2,288 Sr. .0090 258 Sr. 1% 2,268 S.F. 216 2,268 S.F. 2,268 S.F. 2,559 S.F.

N07:0552 W 382.66(1) 63.00' N754603W N75*4604 W N75'46'04W N75*4604W N75°4604W SEE SHEET 9 - 63.00° 63.00%4 -63.00
• 2,759 S.F. 227

3.9961.P1N 2,759 SF.
202.13(M-M) WARM BREEZE DRIVE SENECA FALLS LANE
0s te2 3.9S.EI.VIN 218 4,943 S.F.
102725. 2 3.95CL.717
2,172 S.F. 2,172 S.F. N6349'01*H(R)
-9.42 N75°4604W 459.28(T)
20 P27.82 27.92 27.92 27.92 45.08* 45.08 27.92 27.92 45.08 66.45 123 •99.CLPIN 243 9.9S.6I.FIN
21229: 2g 2,172 SF.
4,558 S.F.
248 L-L185
L135(R)- ELe-
240
81 122 R45
PARCEL A34 PARCEL A32. MAYDELL LANE
GRAPHIC SCALE IN FEET R42. 895 S.F. 895 S.F. ROARING SPRINGS STREET 895 S.F. 1=40 SEE SHEET 8
- - N7546047 470.31

NOTES BOYD LANE

ASHOREST LANE
SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, AND (PRIVATE STREET) (PRIVATE STREET) 130 88
236.31 N30*3256°E 29438(1)
103 102 95
SEE SHEET 8 SHEET 11. OF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 5 THROUGH 11.

TRACT 4284
LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE RIVER ISLANDS - PHASE 2 DIRECTION LENGTH LINE DIRECTION LENGTH LINE D DIRECTION | LENGTH LINE • DIRECTION LENGTH LINE B DIRECTION LENGTH VILLAGE 19 52*5845 W 84.85 S1435 84.92 $30*3250W 24.29° N82'SS0S'E 84.92 5750460418 24.29 S2*5845 W 84.87 5 S14*1356*W 84.92 N30°3256°E 24.29' S2509 24.29 L162 S14*13'56*W 84.92 N45 0736'E M 35.01° N75*4604°W| 63.00 N13*3259W 34.79 L123 82: 508° 21.29 L163 S14*1356"W 84.92 AUGUST 2026

35.01° N14°1355'E 44,83 N46 1616*E| 30.17 L124 N7°04'52°V/ 50.18* L164 N75+4604 24.29 N2°58'45'E 44.83 N75*46C4°W 2429 #446-1416E 30.18 L125 N7°04'52 W 50.18 L165 575 46 04° 24.25 142 5255W S82 5508W 8.95 Westwood
N97:0157 24.29 N14°1356°E 52.08 N22*3634 W 29.98° 34.84 L166 N2'S845'E 54.43 N5:464 24.28 N14*1356*E 84.92' NO: S498 36.53 L167 N83*1301W 49.35 701115W 24.28 N14°1356°E 44.83 141356'E 84.92 N6º4659'E 24.29 L.168 8393017 49.35

48.56 59°356° N75*4604°V 24.29 L129 N6°4659₴ 24.29 L169 NG 4659'E 24.29 Westwood Professional Services, Inc N2'58'45'E 35.36
75015W 73.60 5 175:4604½ 84.92 N14°(356'E 69.15 LiS N19 1330 C 87.57 L170 S6*4659W 24.28 E 53 2251 W 06.20° N75*4604W 84.92 N14°1356°E 67.63* L131 N14°13'56°E 87.85 L171 S82508 8.95 TYPICAL MONUMENTS FOR ALL LOTS AND l
532251W 86.60° 5 N14°1356'E 63.00° N14°1356°E 53.61* L132 N754604 63.00 L172 N14°1356'E 84.92

ACCESS PARCELS
N3'2251°E 47.54 75464W 19.0 756047 24.29 L133 63.00 L173 N14°1356°E 84.92

24.29 N14*1356'E 24.291 L94 N14 1356°E 84.92 N75*4604W 24.29 L174 $75°4604'E 24.29 N3°22S1E $3.84 N75*4604 52.08 N14*1356 E 84.92° L135 N792804E 12.00 L175 N754604 24.29 N83709 24.28 N14°13'56'E 24.29 L98 24.29 L136 N75°464W 24.29 L176 N14913'56°E 84.92 PRET AND N3°2251°E 44.67 N75°46'04 W 44.83 S75°4604°€ 24.29' L137 N7546(1W 03.00 L177 N14'13'56'E 84.92'

76.87 N14'1356'E 63.00 514*1355*W 16.60 1/0404 7 63.00 N75h464 24.25 119 3,25,20L0N 1853709 74.55 N5:4604 84.92 S14*1356*W 14.82 L139 N754604W 63.00 L179 $75°4604 E 24.29 41.58 LOT UNE P.U.E. & AE
$9*3349 W 84.92 N75 4009 V 84.92 L100 N14'1356'E L140 N754604W 63.00 L180 N14*13'56'E 84.92 SL'07
$9'3349 W 84.9Z N14°350°E 24.29 LIO Nº7 5506W 32.73 L141 N149356° 87.92 N14°1356°E 84.82 118 16.00
1491356°€ 24.29 L102 N10°5414 E 12.22 L.142 87.92 L182 S75 4604E 2425 NB255'06'E 23:25 DISTANCE VARES → Lo-DISTANCE VARIES 133545 C 93.33 .25
1754604 84.92 N735550 10.84 L143 N7546(4 24.29 L183 70*5425 W 12.00 117 LOT UNE., - LOT LINE. 0201TY 24.29
DISTANCE VARES → - DISTANCE VARIES
N9*3349E 53.27 N7S4604 84.92 NS0°24'21*E 13.51* L144 N75 4604 V 24.29 12.00 Ne02611W 24.29 2429 S16°735°E 12.95 L145 1/04009 63.00° L185 575*46 04'E LOT LN I LE LOT LEE N19 1550 C
DETAIL FOR PARCEL A16
N9°33'49E 45.11° N14°1356°E 24.29 N82°5508°E 83.76 L146 N14°13'56*E 87.92 L186 75*4604W 24.29 FROM SHEET 9, L147 14 1356E 87.92 L187 S35(4E 24.29 (NOT TO SCALE) DETAIL C N31 3720W 35.88 7S404 . 84.92° N32°5508*E 83.47 NOT 10 SCAE NSS 05'15'E 34.65 N75 450411 84.92* LICK N7*0452W 2429 L148 S75°4604°€ 24.29 L188 24.29 N3°0020°E 22.77 819 1320 24.29 L109 S7^0552'E 24.29 L149 N7546(4 24.29 L189 S3534604 24.29 304604 W 35.36 N14°1356 E 24.29 L110 Nº2°5508€ 84.92 L150 N14°35675 14.50 L190 N73'3102'E 34.08' S1493 84.92 N67 5507W 84.92 L111 84.92' L151 N5°4604W 12.00 S14*1356W 84.92 NoT 050/8 85.05 LIT N7*0452W 24.29 L152 N6°4659'E 63.00 N75°46'04'W 1255.36'(T)
17574606 83.00 522*0453 W 24.29 L113 S7'0+52E 24.29 L153 N14°13'56'E 13.50 NºS 13 50 L 35.36 N22 04'53'E 24.29 L114 N82'S508°E 84.92 L154 S14035W 84.92 N14*1356E 44.03 N59°2704°W 84.92 L115 N7*0452W 24.29 LISS S14*1356 84.92 BRANTON AVENUE 75'4604 24.29 927/4W 84.92 LITT 570432E 24.29 L156 N75°4604 W 24.29 N14°1356°5 52.08 S30°3256 W 24.29 L117 84.92 L157 $75*4604°E 24.29 N14 1350 44.83 N30°3256 E 24.29 L118 18255506'E 84.92 L158 S41356W 84.92 N75*4604 24.29 N59°2704 W 44.41° L119 N70452W 24.29 L159 S14356 84.92 175*4604 63.00 N59*2704W 44.42 L120 | 570452E 2429 L10544W 24.29 COOLWATER WAY 249.03 (CL INTX-M)

DETAIL B
RON SHEET 6
(1*"1)
SHEET 12 OF 27
LINE AND CURVE.TABLES FOR COURSES SHOWN ON SHEETS 5 THROUGH 11 TRACT 4284
CURVE TABLE CURVE TABLE CURVE TABLE KADIAL BEAKLIOS: RADIAL BEARINGS RADIAL BEARINGS RIVER ISLANDS - PHASE 2 CURVE RADIUS DELTA LENGTH CURVE 8| RADIUS I DELTA • LENGTH CURVE • RADIUS • DELTA LENGTH AKECTION LINE 8- DIRECTION LINE • DIRECTION VILLAGE 19 90°00°00° 1055.00 1°13'27 22.5% 1/10.00 63.05* N19'4332'E V12039 389*3421 E S89*4533°E A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF

2.00° 90°00'00° 3.14 1020.00. 3°2236 60.11 8 1770.00 0°38'51. 20.00° N21'3128'E. R42 N76 1047E Re2 CITY OF LATH ROS A 7405 CUM AFRA

25.00 53*12'28° 23.22 1055.00 5'0620° 94.01 C83 1770.00 02859 14.93 40001E R43 N8S3634 R83 ses's808*E

35.00 53*12'28 32.50 1020.00 14*04'36° 250.60 530.00 23548° 24.02 N26*2942°E R44 N90°16453 AUGUST 2026

27.00 20°20'25° 9.59° 1050.00 C5/31 $4.22 C85 530.00 74220° 71.28 262909°5 R45 N3890409°E

37.00 42°40'24 27.56 1050.00 2'5428° 53:29. ces 530.00 1900'24° 9.31° 264635'E R46 N88R4445W Westwood 2086.00 0°5120° 31.14 1055.00 0*1654 5.18 30.00 13°51:54° 7.26' N32 2100C (209) 571-1765. 1165 Scenlo Drivo, Suite A
N32:04'22'E R48 N2*1946 W lodesto, CA 95350
2086.00° 1*1424 45.15' 1055.00 2'29:40° 45.93 C88 50.00 13°51'53° 12.10 westwoodps.com 2086.00 11920 C49 1055.00 2°2634 45.59 100.00 02103 11.02. N37*1042 E R49 N2'5525'8 Westwood Professional Services, Inc. 2086.00' 1'0329° 38.52 C50 970.001 2°0206 34.45 470.001 8°4759° 72.18 •R10 N37'08'54'€ RSC NS'2557 E 2086.00 1'0320° 38.43 1055.00 14737 33.02 470.00 0*4025 5.52 N60*1449 W 2085.00 1914'19 45.09 1055.00 2°2703 45.13* 970.00 0°4242 12.05 R12 N1:2854 W N71:707W 2086:00 191422 5.13 1055.00 2'2655° 45.09* •C93 V08.00 0*3026° 8.48' R13 N23*31'58 W. R53 N1395253 E 2084.00 1-1020 16.37 1°4720 32.94 153.001 36.23 R14 N1*1200'W N4°4952'E 2086.00: 1'0823* 41.50 1055.00 21606° 41.77 958.00°. 193206° 25.67 K15 N0 373517 N89:000

PARITO EMATA WAY
2086.00 191418 45.08 1055.00 240°09 49.15 970.00 2°020G* 34.45 R16 NO*35'49'E 1N88 2634E 2085.00 191419 45.09 1055.00 2'2506 44.53 C97- 12.00 63°50'13° 13.37 R17 : N1°5109'E N87:1449'E 2086.00 13084 54.96 1050.00 3*0321 56.27 12.00° 04353 1.43' R18 N2'5438E R58 Nº'0604'E 114594(1) 999.76
1203 38.37 87.04 23.44 12.00 57 0019° 11.94. R19 N3'5758°E R59 N7'3230'E 0*3735 20.00 30.00 72'28'08 37.94 C100 1/0.00 192355 18.75 R60- 8°339°E 1830.00' 2°14:00° 71.33 50.00 72'28'08 63.26 C101 758.00 3'2704 45.66 Nº'2639E N13°44975 .1830.00 2*11'02 69.75 .1050.00 2°4935 51.79 C102 .500.00 16'3342 N7°4304E R62 N13:0606E 043735 • 20.00 1050.00 3°0351 56.15 C103 685.00 2*12'59 • 26.50 Nº*5127'E REC N29'2337 € 1830.00 2'05'59 67.06 C104 1055.00 14756 33.12 100545°E 1000.00 0*45 58: 65.50 C1OS 1030.00° 3*20'33* 61.88 112004E R65 N33*1749 E 1030.00 0°0553* 2.08 65.50 19*3442 22.35 C106 1030.00 4°03'59* 73.10° N12'3123°E REG N75*3910 W 45 W(R). [=797.64'(8) 1030.00 34718° 68.10 65.50 17*33'55 20.08 C107 1030.00° 0*49'36° 14.86 N125038'E N71*5152'W 3*4653 67.98* C6B 65.50 R28 N4º1225'E N00 09b9 1 60.00(T) 620 030,00 3*3038° 4.01
Nº°5000'E 65814W LANTERN BAY CIRCLE (FUTURE)
030.00 20.00 669 87.00 140041 21.43
C30 1030.00 34721* C70 830.00' 38.26 N7 04 00E N63 1052W

00.1 1000.00 3'43'49* 67.06' 5 .800.00 6'44'21 94.09* NS 1501E 517 35B5 1 685.00 C72 9.91° N9 5236E NI5 2332

8.14' 70,00 8°06'44
3°46'59 6.39 N11'5834'E S130157W

45.23 30.0
(1°-20")
C74 N40 0334°E N1194'37'E
655.00 54018 45.09 370.00 30442
'685.00° 348'52 45.60 C75 970.00 2'33:16 43.25 NO 1412 E R7S S8*5830W 685.00' 394437° 44.76 C76 970.00 20.25' N39*52'17 E K7O NO 1821C 1'1145
685.00° 3°46'28° 45.12 970.00 64.29 N29:21'95E S30015 V 344750
3°4732 N1*0840°E N73°18'52 E
385.00 45.30 970.00 03150 8.38

39.24 N0*4955 E S89*0712'E
685.00 29727 33.37 078 1612

62.58* 1770.00 12626 44.50 N1°3121W N8692141°E
2098.00 1*4233
107 105 100
R1055.00 4-28-5641 0567.73(7) 97-
114 A 252029* L=464.40
LANTERN BAY CIRCLE (FUTURE) R= 1050.00* 4»44°5857" L-B24.357) PARCEL G.

LIOI(T) -N47'5806*W 7.61 2,355 S.F. N73'3102'E 7.32

DETAIL D
(1°=30) SHEET 13 OF 27
ROARING SPRINGS STREET TRACT 4284
RIVER ISLANDS - PHASE 2

20.00 VILLAGE 19
-N7546'04*W 346.44'(1)
A PORTION OF RANCHO EL •PESCADERO, BEING A SUEDIVISION OF •PARCEL 15• OF
CITY OF LATHROP. SAN JOAQUN COUNTY. CALFORNI
AUGUST 2026.
95'
Westwood
Phone (209) 671-1765-
westwoodps.com
-N7546'04° 6.00'- Vestwood Proferdions Sorvices ine
102
-N141356*E 271 :
-N75'46'04*W 8.00'
-N1413'S6'E 3.25
N75'46'04"W 6.00" N14 1356'E 8492(7)
N1413'56'€ 2.71* N141356E 8492(1) P.U.E.
-N1473'56'E 4.25
N75'46'04*W 8.00'-

11.54 - N1413'56*E 3,25'— P.U.E. 517546047
N1413 56°E GRAPHIC. SCALE IN FEET
1149356E425WN2S3CO*.. PARCEL 1'510

12.00 10.21
A13 96
NI41356°C 1020- (P.U.E. & A.E.)
-N75'46*04*w 2.45'
• N7546'05W 200|
-17546'04°W 200*
-N1413'56*€ 2.30' MONUMENTATION NOTES
N7546*04*W 3.00 10.00' N7546'C/N 2435 -N1413'55*E '3.25' • FOUND STANDARD CITY OF LATHROP MONUMENT WELL STAMPED P.U.E. PLS 7788ª PER (R1)
N1413'56*E 2.29*- - 7546'04 w 10.00
• SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPE

9.00 N7546'04_: -N147356'E 141' • 'LS 8092* PER (R1
N16135503574604N 15.54 X FOUND 1.00° MTNESS CORNER (W.C.) IN SOEWALK ON ALONG, PROPERTY,

LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE,

1.17* BRASS DISK STAMPED "PLS 7788* PER (R)
N7546'04. 24.33 PUE:

N754605N8 * SET 1.00° WINESS CORNER. (W.C.) IN SIDEWALK ON ALONG, PROPERTY N7546°0M 8.79 UNE PROVECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 1H49380°E 326- 1F460 15.54 1.17* BRASS DISK STAMPED "PLS 8092" • 97
*PSE 163K 419380E 320 • SET 3/4° IRON PIPE WITH PLASTIC. PLUG STAMPED "PLS B092" ON N1473'S6°E 1,41 FSET ALONG-PROPERTY LN
1054604N
N75 4504*1 41.58'(1) P.U.E.. • SET 3.00' MTNESS CORNER (W.C.). UNLESS OTHERWSE: NOTED, MEASURED REBAR W/ PLASTIC PLUC "PLS 8092*
147924,79.

N7546'04*N 15.5( :N7546O1*) 21.04_ T SET 5/8" × 24"REBAR REBAR W/PLASTIC PLUG *PLS 8092" FOR ALL REAR LOT CORNERS (UNLESS OTHERWSE NOTED). SET 1.17* BRASS DISK STAMPED 100 N141356°€ 325 N1413'56"E. 5.00 "PLS 8092" IN SIDEWALK 1.00 ON PROPERTY LINE PROJECTION FOR ALL

12.00- • P.U.E -N75'46*04*W. 3.25' FRONT LOT CORNERS..

N754604W . N7546'0/3.259
• NESE 20.00 A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788" PER (R$) • DIMENSION POINT. NO MONUWENT SET.

N41556€13.00 Г. 1254607 21.04
-N1473'57°E-5.00 [N7546'00 4.79
N7546'01 4.78-/ NOTES
98 SEE SHEET 3 FOR BASIS OF BEARINGS, LEGENO, AND REFERENCES.

LN7546'03°W 3.25 SEE SHEET. 18 FOR LINE
N75'46'03*W 3,25* AND • CURVE TABLES
SHEET 12 FOR TYPICAL DOMENSIONS OF LOTS
ALL LINES SHOWN IN P.U.E:a. AND AEs ARE PERPENDICULAR
99 UNLESS OTHERWISE. SHOWN.

SHEET 14 OF 27
TRACT 4284
RIVER ISLANDS - PHASE 2

16.00 NO2'58'45°€ VILLAGE 19

16.00 N09'33* A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF

16.00' • PARCEL 15 OF TRACT 4205 (44 M&P 95),
49 E CITY OF LATHROP, SAN JOAQUIN COUNTY, 'CALIFORNIA
AUGUST 2026
447-
Westwood
PARCEL AI 45'E 3487(1)- PARCEL 8093349°€ PARCEL
Б'E 8660(1) Phone (209) 671-1765• 1165 Scenle Drive, Suite A- 58'45'E. 84.86'(T) Modesto. CA 95350
549'E 84.92'(1) wistwoocos.com

84.92(1) Westwood Professional Services, Inc.
20 .21
N80'26'11*W 4.79* -NB0'26'11*w 4.79'
N80261r 325°7 ГN802811 W 3.25
• B02611% 325 00209554825 NO9 33'48[
13 ~N09'33'48"E 5.00' 145- 13,00'
22 12 NO9 35 49'€ 13.00 →
L N N3.25 407100 42 Ne026'11'N 12.00
NO32251'E 5.00 → N03 22'50'€ 13.00" -NO9'3349*E 3.25'
180281 / 1200 7 US.

N86 3708*₩ 3.25'- -N8637'09°W 3.25' .14 PARCEL A3 N09 33 49"E 1,41 -NO322'50°E 5.00' N09'33 49*€ 3.25- Г 002011°₩ 10.00*
P.U.E. C N80:3709*W 12.00 (P.U.E. & AE.) 14S
225 TisT -NO322'S1'E 3.25 NO9'33'49°€ 1.41'- P.U.E.

4.79' N80'26'11"*W 10.00'- - 136
NO322'51'E 13,00' NO322'Si'E 1.41' L47
N09'35 49°E 3.25 ,P.M.E. N09'33 49'E 3.25'
N8701"15*W 3.25'- :11. L35.

ГN870115 ₩ 4.79' U3L:/-N0527517, 3.25 234 -N09'3549"E 2.29' • NO30100E 5.00'- PARCEL A2 N09'33'49'E 3.25'→
N8701'15:W 3.25' NO3 22 51*€ 325* (P.U.E. & A.E.) • NO93349'E 230'~ 23 TRUE - N86'3709°W 24.33 N80'26'11°W 2.00'- -N8D26'11°N 2.00*:

N87:0/'15°W -P.U.E: NO3'22'5t*E 1.41'- -123 -NO32250°€ 3.25' . N80'26'11:W 2.00'

3.25 N86'37'09°W 10.00' P.U.E. 18' -N09'3J'49°E 10.20*

21.04 <-us NO9'3349"E 10.20*
NOS 22'51'E 3.25 -NO322'51*E 2.30* - N802871 1200
- 115 122 L21- 120 -N86'3709*W 2.0D' 15 N80'26*11"W 12,00'- PUE V N093348 E 425- • NO322'STTE 2.30'- -N86'37'09°W 2.46' NO93340'E 425- PU ГN87071525045E -NO258'45°E 3.25 Ne6 3709'W 200 -NO32251*€ 10.21* -NO9 3349°È 3.25' 8701154120-3-16 . PARCEL A1. L16 N86'37'09% 2,00'- -Nes 3709°% 11:54 N09'33 49*E 3.25'— N09º3348E 8492(1) •10 -NO3º22'51*E 4.25' : 09802812% 8.00 7 7 - N09'33'49'€ 271' NO2'S8'45'E 3.25'- (P.U.E. & AE) NO3 22'51'E, 10.20" -N80'26'11"W 6.00' F. L18. LN870115*W-24.33 NB6'37'09°W 12.00* N09'33'49'E 271'- : N02*58'45*€ 1.41 20.41 -NO322'SI E 3,25
N8701'15*W 10.00- N8701'15°W 9.00' -N86'37'09°W 8.00' 24 - NO2'58'45'E 2.38' NO3 22'51*E '4.25'- NOSE B8601 -NO3'22'51'E 271* NB701'15*W 3.00' 403*22S1*E 86.20(1)
L N96 3709W 600°
P.U.E./ NO258'45°E-2.30°→ N8701'15°W 2.00' NO3'22'51'E 3.25'- N87 0115°w 200'- FNO258'45*E 10.21 • N86'3710 8.00-1 16 N870115°W 2.46* NO322'50.E 2.71'—
NO2'58'45'E N86:37'10°W 6.00'-
NO258'45'E 10.21'- L19 - 425
N870115W.11.54→ 20.42 PUE
NO25846°€ 4,25'→+/ PUE. N225845°E 8487(
NO2'5845 E 8486(1) -NO25845'€ 2.71*
-N870115*W 6.00' R=1830.00"
NO2'58'46*€ 3.25'~
.N870115"W 8.00'-1
KO2'58'45°€ 2.71-
N8701*1S.W 6.00' NOTES

40.32 1.. SEE SHEET 3 FOR BASIS OF BEARINGS, LECEND, AND REFERENCES:

SEE SHEET 11 MONUMENTATION NOTES.
486*5940W 224.16(1) RAFFERTY AVENUE SHEET 12 FOR TYPICAL DIMENSIONS OF LOTS ALL LINES SHOWN IN P.U.E.s AND A.Es ARE PERPENDICULAR
UNLESS OTHERWSE SHOWN.

SHEET 15 OF 27
TRACT 4284
LOT RIVER ISLANDS - PHASE 2
8754086 H
VILLAGE 19
009% 16.00$ N141356 E 1093,27W00 N147356*E 20.79 44 A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION CF 38 PARCEL 15 OF TRACT 4205 (14 M&P 95).

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA

UNE GRAPHIC SCALE IN FEE
AUGUST 2026

45. 2678 Westwood
NOTES
Phona 7155 Scenic Drive, Suite A
SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, AND REFERENCES.

SHEET 14 MONUMENTATION NOTES
SHEET 18 FOR UNE
DETAIL SHEET 12 FOR TYPICAL DIMENSIONS OF LOTS
• ACCESS PARCELS.
(NOT TO SCALE) (NOT TO SCALE) - (NOT TO SCALE) . LINES SHOWN IN P.U.E.s AND A.E.s ARE PERPENDICULAR UNLESS OTHERWISE SHOAN.

BRANTON AVENUE BRANTON AVENUE
' PARCEL O'
•PARCEL O
43 28 36 37 -N7546'04*W 3.25'
27 38 N7546'04°W 13.00°
41 42 -N1413'56*E 3.25
30 35. /L83.

N75'4604° 4.70 FN7546'04*W 4.79 N7546'04*W 4.79" ~N75'48'04°W 4.79* N7546'03*% -N1473'56'E 3.25 P.U.E. 3.25' - N1413'56°E 24.33 -LB4 17546°00 5.00
:N75460W 325N754604W3.25 1754605 3.257 1754603 325 754004 325 754605335 1871 -N1473'56°E 5.00' • N141557'€ 5.00'- N141356'E 5.00 pile - N1473'56°E N141356'E PUE: 1141557500 N1413'56°E -N1473'56'€ 21.04' 13:00 V/ 152 -157 N1473 56E; 5.00 _171 / 13.00 N7546'04°W 3.25'- N75'46*04°W 3.25

13.00° /N754604°W 4.25 - 15 "44
P.U.E.- 4,79'- 4.79* MI413'56'E 8.00
41*79 P.U.E. PUE 5: 072 L82-
- N7546'04°W 12,00 • L65: L73. —N7546'04*W 11.25'
-N1473'56 E 3.25 N1413'56'E 6.00'-
PARCEL 4 N1413'56*E 3.25'- PARCEL A5 P.U.E.:-
•NI4T3'SS*E 1.41'- -71413 56 E 1.411 -N1473'56°E 1.41'
•(P.U.E. « A.E.) N1413'56*E 1:41'- (P.U.E. & A.E) 40.29 / 141350°E 246' : N7546°04W 1000g - 152-275-6047590000 = 171~N7546'°4°W 10.00 • N75*4604 62:32(1) - L50 = NI473'56E N754604 1000 J PARCEL A6 4.79 190: 233= N1413'56°€ 3.25'→ P.U.E. L75
P.U.E. LOSe
3,25 P.U.E. : (P.U.E. & A.E.)
L6O N75°46'04°W 84.92(T) P.U.E. 4.791 191 235-
N7540'04N 21.144366°E 325- i49 N7546*04w 2433-7 • L165- -L166 -N75'46'04°W 24.33' L92 L6t + 267 40.29' 20.41° -16.00'~8.21 -N147357'€ 246*
N1473'56*E 2.30' N1473'56 E'2.30"
N75'46*04*W. 2.00° -N7546'04'W 2.00** N75'46°04*2.00'- 16.00: —N7546'06°W 3.00 N141356'E 6.00'1 L101- -N7546'04*W 11.25 N7546*04°W 2.00→ -N7546'04*W 2.00' N754601271- L100-
26 N7546'04°W 2.46'— 31 34 39 N1473'S6'€ 8.00' L99- '45 N1473'56°E. 10.21' -N1413'56'E 10.20 N1413'56'E 10.20- N7546*04°W 3.25// -N1493'56°E 10.20' . N754601 W 325)
• N75'46'04'W. 11.54'- -N75'46'04*W -12.00' N7546'04*W 12:00'→ LN7546'°08*W 12.00 LN7546'04*W 4.25 - 1473'6'€ 21.04 P.U.E, Lo--N1473'58*E 4,25 .N1473'56'€ 24.33* .P.U.E.-
N147356°E 325→ N14'1356'E 84.92(T) F-N1413'56*E 3.25 1-497 1147545055.00 N14°1356'E 663.42(T) 111473'56*E 3.25 1473'56*E 3.25'-
N7546'04* 8.00. N75460+'W 8.00* 175'46'04*W 8.00? N7546'04°W 8,00 -L98 L93-1 -N141357€ 3,25

84.92 (T) N1413'56'E N16'1356'E 84.92(T) -N141356°E. 2.71 -N1413'57'€ 3.25 N1473'56*€ 2.71'— 1356°E 84.92(1) 47
N7546'08°W 6.00'- -N75'46*04*₩ 6.00" N75'46'04*W 6.00" -N7546'04°W 6.00' 25 32 :33

40.28 40.29* 40 46

20.00 N75*46'04 294.10(7) PARCEL 1

RAFFERTY AVENUE
SHEET 16 OF 27
TRACT 4284
N1413'56'E 87.57(T) N147356 € 87.85(1) N1473'96'€ 87.92(T) RIVER ISLANDS - PHASE 2 VILLAGE 19

A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF

CITY OF IT REP, SAN SAI CANT AUCRONA PARCEL
40 AUGUST 2026

GRAPHIC SCALE IN FEET
174 1÷20

16.00* Westwood
Phone 1209) 571-179 Meted Die, Bull A
westone rolessions servess
(NOT TO SCALE
155
P.U.E. NOTES
NO6 40°59'E 3.25
V11a150→ -NO6'46'59°€ 3.25
154 P.U.E.- LN831301"W 5.00 SEE DETAIL C ON SHEET, 20 FOR TYPICAL DIMENSIONS OF LOTS 153 5. ALL. LINES SHOWN IN P.U.E.S AND A.E.s ARE PERPENCICULAR NO8'46'59'E 24.3J- 110-40307 2104°
UNLESS OTHERWISE SHOWN.
156
N83:13'01*W 3.00' NOT ON 799] L151
L144-
N06'46'59"E 8.00' -L140 44317
/8575070-4699 RAFFERTY AVENUE
N8373'01W 271 18.21 NOG46'S9*E 4.79* N75*46'04"W 345.08'(T) N831301'N L142- R-1770.00" 4924'01* L-290.43(1) 20.00
-16,00 17.71 4.79 -N0046*59°€ 4.79
N06'40*59° 0.001 BUC Nº31301W 10285(7 PARCEL A21
-P.U.E

47.23 - N831301/ 20.09
N83 1301W 106.71(7) -16.00 - -Nº37501*W 11.25' :

24.05 161

52.32 157 168 169 176
L163
L160-
1150- LNO6: 46'50*€ 21.04 N75'46*04*W 6.00 N7546'04 ₩ 6.00° -N7546'04*W 6.00' YP.U.E. N837500W
N14°1356'E 87,57(T) -NI415'56°E 2.71 N1413'5G*E 2.71- N1193 56E 271

6.00'
-18 153) (10S4700'E 3.25 N75'46'04°W 8.00 175460/ 8007) 61754604W 800" N1413'56'E 3.25~ 7N141356°E 3.25' N147556°3.25'—/ N14°1358'€ 87.92(T) N141356°E 67.92m 7-N1413'56'E 3.25

24.33 N0647°00°€ 3.25
- L157 N141356'€ 4.25'—P.U.E. 20.41 j-N1413'56*€ 4.25' N141356°C-4.25'"P.U.E 20.41 PUE 149356'E 4.25 159- P.U.E: L152 N7546'Or*W 12.00 N7546'°01W 12.00 N75-46*04°W 11.50/ N7546'04 W 12.00 WARM BREEZE DRIVE 160 L1.158 N141356°C 10.20
P.U.E.- N1413'56°E 10.20
R=970.00 3-50142 (136.76(7) 158 1.62 167 N7546'00N 246-Y L-075460% 200° N75'46*04°W 2.00°→ -N7546'04*₩ 2.00 170 175
-N75'46'04°W 3.00' 17546'04'W 2.00'- 8 1275460 300°
N1413'56*E 2.30'→ 11473'58'Є 225 N1413'50 € 2.30
L139 -N75-4624W 9.0 -L126 N754604W 10.00J
L138 N7546'04°W 24.33'= 1 4124=9
L137 P.U.E. N14'1356'€ L123- P.U.E. _-L107
N7546'01W 1000/7 L136.) ÷ 1127-7 5460110072E
PARCEL 22 N7546*04*W10,00 PARCEL 23 -L109
- N1413'56°€ 1.41'- N1413'56*E 1.41'-
(P.U.E. & AE) N1413'56'€ 1.4T' •(P.U.E. & A.E.)
N1413'56'€ 3.25-
N754604/ 1200Z L135 HE 1129 1754604 1200] .121
- N75'46'04°W 12.00'
N1473'55'E. P.U.E. 475 Lir . P.U.E. 470-L.7 P.U.E.

N1473'56'€

13.00' N1413'56°E
T 75460 21.002 Tiso 13.00
-N1413'57*E 5.00 47356°E 5.00'-
N7546'03*N J N1413'57'€ 5.00' # N7546'04°% P.U.E.- N75-4604°% 3,25J JI

3.25 -. N7546'03*W 76M7546 N7546'04* 3.25 LN7546'03*W 3.25 N7546'04' 3.25'- 174 163 • 3.25 4.79' 4.79* 325 171 754604*4.79'
164 166 -N7546'04*W 4:79"
165
172 173
SHEET 17. OF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 14 THROUGH 17 TRACT 4284
LINE TABLE LINE TABLE LINE TABLE LINE TABLE RADIL BEARINGS.

LINE R DIRECTION LENGTH DIRECTION LENGTH DIRECTION. LENGTH RIVER ISLANDS - PHASE 2 Lenalt LINE A LINE # DELIA Leroir DIRECTION

LINE R'
N87°01'15°W 10.00 N9'3349 E 3.25 17546041 32.00° L136 N754614 15.54 2.00% 3.14° VILLAGE 19 www N4°1225E
N2°5848°E 3.25° N30'26'11'W 24.33 N75 4604W CU.0 L137 N14°1356°E 3.25 2.00° 90-0000° 3.14 NA5000E A PORTION OF RANCHO EL PESCADERO, BEING A SUBCISION OF N9701:5 24.33 0'2611 9.00 N14°1356 E 12.00 N75:4604 24.33 1830.00 0*37'35 20.00 CITY OF LAT IS STRACT 42 A ME ACA N2°3845°E 3.25° 17546047 10.00 N7546(1W 3.25 L139 N754604 10.00° 1830.00 0*3734 20.00' N9°5236'E AUGUST 2025

9. N87*0115 15.54 N754604W 15.54 N14°1356°€ 15.55 L140 N6°4659'€ 11.54 1770.00 13091 20.00 N13 0606°9
87°0115 W 15.54 N75*46'04W 15.54 N14°1356'8 13.09 L141 N6°4659'E 246 970.00 20.25' N13*4657°E Westwood
N2°5545°E 13.00° 21.04 N75*4604W L142 N6 4659°€ 2.00° N86'26'34E N2°5845E 11.25 N14°1356'E N14°1356'E 10.00 L143 N93H1300W 2.30 N87 1649°E Phone (209) 371-1765 Metesto, CAB Sulle A N2'5845'E 20.17 N14°1356'E 20.09 N14º1857°E 10.00 L144 N6°4658'E 10.00 N2*5545'E 20.17 N°49356° 20.09 N75*4601° Westwood Professional Services, Inc.

L100 L145 N6°4659€ 10.00
N2°SS'45°E 11.25 N1491356'E 11.25 L101 N14°1356*E 2.00 1091001 7

21.04 N75°46'04 Vi 21.0% L102 N14°1356*E 2.00 L147 N6°4659'E 15.54 L13 N87'01'15 W 12.00 S75*4604°€ 15.54 L.103 N7546(4 10.20 L148 N6'4659E 15.09 L14 N2°S5'48'E 3.25' N75°4604'W 15.54 L104 NI4°1356'E 12.00 6143 S83301 363 L15 N87:015W 15.09 7546'04 W 24.33' L105 N7546047 9.00 N6'4639 E 12.00 L16 59730115 15.54 N754604V 10.00 L106 875*4504 W 24.33 L151 S83301 11.25 N2'5845'E 1.33 N75:4604 W 10.00 L107 N14°1356'€ 3.25 L152 N6°4659 € 12.00 L18 N2'58'45*E 3.25. N14°1356'E • L108 N75*460/W 10.00 L153 8931301 1000810 7 16.00 N7S*460W 15.54 L109 N14*1356*E L154 N64659 E 863709 10.00 N/3 9009 9 15.59 L110 15.54 L155 N6°4059€ 15.54 N3°2251'E 3.25 N75*4604 W 21.04 1/5 400 V 15.55 L156 N93°1301 1.41 N86379W 24.33 N14°1356'E 11.25 L112 N14°356°E 3.00 L157 N6°4659 € 10.00 1863703 15.54 N14°356° 20.00 L113 N754604 12.00 8931301 1100 3/097 10-4 N19 1350 L 20.03 L114 N141356E 13.00 L159 109003 5 10.00 4863709W 21.04' L70 NI4°335E L115 N7546(4 21.04 L160 N83°1301W 229

11.25 1754604 21.04 N14°1356'E 11.25 L161 N6°4659 E 2.00 N3 22 30 C 20.09 N75 4604 12.00 L117 N14 1356'E 20.09 L162 N6°4659 E N3 2251 E 20.08 N75 4604 W 15.5% L118 N14 1356E 20.09 L163 105 1301 10.08 N2201 E N75 46047 15.54 L119 N14°135G'E 11.25 L164 N6 4659E 12.00 863709W 21.04 Ni9 1390 C L120 N75*4604W 21.04 L165 N14°13'56'E 3.25 N86°3709*W 15.54 N75 4604 W 9.00 N7546147 15.5 L166 N14°1356'E- 3.25 16379W 15.54 NI4°1356E 12.00 L16e 1754604 1D.09 L167 N1S 1350 E 1003/03 94 10.00° N75'4604W 10.20 L123 N14°1356°€ 3.25
-39 10.00 L124 N14°1356*E 3.25
N80º26'11*W 24.33 N14'1356'E L125 N14*1356 E 3.25
N80'2611 W 15.54 7546043 2.29 L128 N7546047 24.33
480 26 11. Vi 5.54 N14°1358'E 9.00 L127 N75*460W 15.54
N80'26*11 W 21.04 N14°1356'E 10.00 L128 1754604 15.54
Nº°3349°E 11.25 N75'4604 1.41° L12 N14°1356 E 3,25
N9 3348 E 20.09 N14°1356°E 15.54° L130 17546047 21.04
N9°3349°E 20.09 N14°1356E 15.54° L131 N14'1356'E 11.25
N9'3349*E 11.25 N75 4609 L3. N14°1356 E 20.09
802611 21.04 N14°1356 E 12.00 L 133 N14'1356E 20.09
N80 261114 15.54 54604W 20.09 L134 N14*1356'E 11.25
N30 201714 15.54 N75 4604/ 32.00° L135 N75*450: W •15.54 SHEET 18 OF 27
TRACT 4284
~2.67
N592704*W. 23.25 RIVER ISLANDS - PHASE 2

16.00 VILLAGE 19
Nº92704*# 7.25

A PORTON OF RANCHO EL PESCADERO, BENG A SUBDIVISION OF
62°02 TY OF RATI REST ON CONE ASPR ROIL 15• 0F TRACT 42 P.U.E. & AE. ,6L8 3,992C.0EN 41.58* P.UE. & AE (1).89W 3.95,26.08N 2172 Sr.

LOT LINE AUGUST 2026
N592704°N 49 Los

40.29*
Ro 1030.00• 4-16*19'00* -2343 -L196 Westwood
PARCEL A10 (PU.E. & AE) 40.29

16.00 40.43 1.4362
N59 27'04°W 23.25 -25' SENECA FALLS LANE 20.41 L363
-267 L390 Phone (209) 571-1765 1165 Scenic Drive, Suite L.389 L365
43655* westwoodps.com
L388-1
L387- 8=023'25* L= 4.6 Westwood Professional Services, Inc DETAIL FOR PARCELS A1T AND A12 77
1 3.00 5 г. S 2611 SF. 314S SF.
79 - L369
- 370 - 54
3,122 S.F.
2,448.SF. 312° sr. GRAPHIC SCALE IN FEET
1÷30

3.45 SF. 1242-2/124
L235-
/ 3,272 sr. 15 1265 5-266°
1227- N75'46'04*W 23.25
1226 16.00 7.25
L225- 2,172 S.F.
1224— 1229, 1230 N7546'04"W 84.92'(1)

40.29 - 1249/

40.30 L248 3,99,EL IN

20.00 PARCEL A8 (P.U.E. & AE)

40.29 -2222 - 1255 1253 [ LOT LNE
2041
PARCEL A11 (P.UE. & AE) 40,29- -L254 P.U.E. & AE. P.U.E SENECA FALLS LANE L279- L256
:L273 N75'46'04'W 84.92'(T)
L277- L270 : 2172 sr.

L276- L269- 101 16.00 7.25
N75'46'04*W 23.25"
- 64 LL259
88 1 3,45 Sr. - 266
2,448
3,145 S.F. S.F. 280/280
L267-
32SF. DETAIL FOR PARCELS A7 THROUGH A9

NOT TO SCALE
3,5i SE
1123: 312 s. § - 266 51
L292-
F451-- 2449 SF. N6755'07 8 23.25
1,280 Sr. | 3,146. SF. 16.00 77.25
L458 N675507W 8492(1)
L449- -L459
L448-
1477 4 14460 1LS05 2172 SF. PARCEL A10 занем.
146-21 P.U.E & AE. E OF LINE

40.25 15.00 _1305 9087
PARCEL A12 1463- (P.U.E. & ALE) 3,300 .F. PARCEL A9 (P.U.E & AE) - 4464 -L308

40.30 L483→ -C14
-L46S 16.00
L466 1336- 17.25
L451- 1333-11 1 -267 N67SS'07 W 23.25
L480- L467 NOTES 54
L332- L325-
2,89-SF. SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, AND 94 REFERENCES 72 71
-L459 SEE SHEET 14 MONUVENTATION NOTES. | 3.276 SF. DETAIL FOR PARCEL A10 352671478- SEE DETAL C ON SHEET 12 FOR TYPICAL WONUNENT 2507 NOT TO SCALE 4477 PLACEVENT ALONG ACCESS PARCELS.

EE SHEET 24 FOR CURVE TABLE:

4.88 Sr. EE SHEET 24-27 FOR LINE •TABLES 3.069 SF. SHEET 19 oF 27 TRACT 4284
NOTES RIVER ISLANDS - PHASE 2
2 SEE SHEET. 3 FOR BASIS OF BEARINGS, LEGEND, AND REFERENCES SEE SHEET 14 MONUMENTATION NOTES VILLAGE 19
SEE DETAIL. C ON SHEET 12 FOR TYPICAL MONUMENT PLACEMENT ALONG ACCESS PARCELS. A PORTON OF RANCHO EL PESCADERO, BEING A SUBOIMSION OF SEE SHEET 24 FOR CURVE TABLES.

PARTS TRACT 4904 UD 9
SEE SHEET 24-27 FOR LINE TABLES CITY OF LATHROP, SANE JOAQUIN COUNTY, CALIFORNIA GRAPHIC SCALE IN FEET AUGUST 2026
1%30*
Westwood
Phone 209) 571-1765- 1165 Scena Driva. Suite Al
2,080 SP 147556°
Westwood Professional Services, Inc.

PLOT LIE.
- 267
LOT UNE"
266'
105
108
NB285'06*E 23.25 S.F.

16.00 20.78 61

1.25 - 106
3,35; ES'O8'E 84.92 L628
LOT UNE Y39- L

NOT TO SCALE
2023.

16.00 2067.
1:26 --1012 ROARING SPRINGS STREET
LEOI- L610-
L600-
120
L595: 109 L605
2,860: S..
20 AN 3,483г.

L593 PARCEL A16 (P.U.E « AE) 40.28
-L562 -L485
2041: . 110- •L486
L605 - 458 L535

16.00 Коб 3,145 SF. PARCEL A14 (PULE. & AE)
L606-
119 L569 L568- -L565 - 4,11 5г. 20.41 L1.488
-L570 41,066 104
2,217 S.F: -L586 2,448,S.F.
168T 15°L530-
1529-
120 1495 - 1494 4495
2204 sr. 2:449 S L527 -
N823509'E 83.47 L525 L492 1495 106
N82'5S'08'E 23.25 11574 1524

18.00 < LL575. L523- <1528
•PARCEL A16- S580 ~L508
1126 P.UE. & AE. :105
L582-
117 - 187 419 3344
119 N8255'08'E 83.76' 2,860 °S.F. L505-/
1513 -L504
UNE 108-

16.00 3.155 -L510 106-
• 6,048 S.F.

SF.

2.61 L515-
118 16.00
125):
1,11 5 г.
5012 Sr.. 3,512 5г.
•DETAIL FOR PARCEL A16

NOT TO SCALE
SHEET 20 OF 27
SNOWFALL AVENUE TRACT 4284
RIVER ISLANDS - PHASE 2
-C9

20.02 VILLAGE 19
C10- 3,568 5.r. PARCEL KO7O4'52'E 50.18'(T) LOT LINE
- 261 A PORTION OF RANCHO EL PESCADERO, BENG A SUBMSION OF NO70452'E 50.18'(1) P.U.E. & AE PARCEL 15 OF TRACT 4205 (44 M&P 95)

ITY OF 'LATHROP, SAN JOAQUIN COUNTY, CALIFORN
TOT LINE AUGUST 2026
1,105 .г. N8255'08°E 8.79- 148
1803 E 2661 41.58 NO704'52°W 2325(1) Westwood
P.U.E. & ME.
51787 70452°W none (209) 571-1765 1165 Scenio Drive, Suite -L783 16.C0 N825S'08'E 41.58(T) lodesto, CA 153
151 20.79
70452W 2325(1) westwoodps.com

20.78% 149 Westwood Professional Services, Inc.
1169 2,72 Sr. LOT UNE
150
2,805 2172 Sr. DETAIL FO TO SACEL A2O
146
-L757 2,998 SF. 30
2,860 SS. 2,045 F.

FEET
2577 LOT LNE N8255'08'E 84.92
2041 N825508*E 23.25 NOTES
22179r 18.00
1115. 263,10
-1721 NO70V'52'E
2060 5r. WARM BREEZE DRIVE PUE & AE 41.55
-1729 LOT UNE S.

TL.732-
-L730
PARITO EMATA WAY N8255'05*€ 23.25 16.00

7.25'1

2.800 Sr. N07-O8S2W 38266(1)
2960 5r.
)ETAIL FOR PARCELS A17 THROUGH A1

OT TO SCAL
PARCEL A18 (P.U.E. & AE)
2217 гг. 180)
2960 5.г.
2504 r.

SHEET 21 OF 27
TRACT 4284
NOTES RIVER ISLANDS - PHASE 2
2 SE SET A MONUMENTA ON NOTES, LEGEND, AND REFERENCES. VILLAGE 19

3. SEE DETAIL C ON SHEET 12 FOR TYPICAL MONUMENT PLACEMENT A PORTION OF RANCHO EL PESCADERO, BENG A SUBOIMSION OF ARCEL 15 OF TRACT 4205 44 MBP S

Y OF LATHROP, SAN JOAQUIN COUNTY, CALIFOR
İ SAN SCALE MEET AUGUST 2026
Westwood
no (209) 571-1765 1165 Scenic Drive, Se
Jesto, CA 9:
westwoodps.com
ly 213 Westwood Professlonal Services, Inc.
3,95,EL·10N RAFFERTY AVENUE

16.00 10091395S LION : 212
(42.009 3,95.5LY 0091
а 65,9% 8517 BE LOT LATE
184
PARCEL A2 BE 211 S.O. Sr. 2808- 4,151 S.F.
179 309 CLH1
009L L910
~L856
141556°E 84
DETAIL FOR PARCEL A28
DETAIL FOR PARCELS A25 THROUGH A21 NOT TO SCALE
DETAIL FOR PARCEL A24

NOT TO SCALE HOT TO SCALI
L832
12820 1924 4843 812041
1854 1,085.
179 LL839
2,759 S.F. 2172 9F. 2118 Sr.

SENECA FALLS LANE
189 2.172 SF. 4,08 Sr.

3.022 Sr. 2. 79 Sr. 205 272SF. 203 198 196 2759S.F. 2.759 5.F. 2,172 S.F. 2,172 S.F. 2,759 S.F. 2,759 S.F. 2,172 S.F.

L886-
/ 1.990 5L98A L943- L933- L891-
L985- -1890
: L1040 LOз4 Y
4,267S.г. 2,73 г. 115367197 4876 187
L-1988 L1036
18675047 148 L875/
v-L872
L1034— <1917221923
WARM BREEZE DRIVE 401202504-
11035 - 1920 16.00 18.00
-L970 -L918 2,281.r. 2268 Sr. -L866 2.916 SF.
2268 SF. 1101011 22002г. 2288 SE
-L969 L958 15-1916
1101241011 20.41 LB-1967 L960~ L959 20.41* 20.41 / 1861 PARCEL A25 (P.U.E. & AE) 7-1863
PARCEL A27 (P.U.E. & AE) 198962 PARCEL A26 (P.U.E. & ALE) L10211 1L012 L
L1015~ L1954 1911
-L1029 201 200
209 208 2,914 S.F. 2.914 S.F.
. 3,731 S.F. 2,914 SF. 40.29 40.29 20195F. 2014 3.г.
210 - | 40.29*

3.518 S.J._ ----
/20.00 t / 20.00 | //20.00
N75'46'04W 433.69(T)

WONDERING CREEK WAY
SHEET 22 OF 27
TRACT 4284
239 238 RIVER ISLANDS - PHASE 2
N0147356'E . NO14736° P.U.E. & AE. 70 2070 15 2079 VILLAGE 19 N7546'04*W 41.58*(1) N754604°158(1)
14135600
LOT LNE 84.92(1), LOT LINE LOT I 16.00 NO1413'S6'E
267 г 266° 41.58 41.58
240
= T B.78 16.00(1) PUE. & AE 23.25'(T) PUE & AE AUGUST 2026 - N75'46'04** 8.79* — - N75'46'04*W 8.79* -
-PUE, & AE Westwood
N0147556°E 2325(1) 16.00 1147356' 842 PARCEL 132 PUE. & AE -NI413'55'E 9.

LOT UNE L LOT ANE LOT LIN
ROARING SPRINGS STREET ROARING SPRINGS STREET 20(209)571-1765 1165 Scenic Drive, Sui N7546°O+*V 41.58°(1) N75 460W 41.58(7) desto, CA 95

20.79" westwoodps.com
2078l 20.78 El
DETAIL FORD SACEL A32 DETAIL FOR PAO SIS A3 AND A34 - Westwood Professional Services, inc.

DETAIL FO TO SARCEL A31 DETAIL FOR PARCELS A29 AND ASO

WONDERING CREEK WAY
N75*46'06*W 431.21(2)
1 20.000/ 112000/ 120001 ванто ом ї FEET
22345 г. 52°0% 23789г. 23205 330 Sr.
2514 Sr.
51156 41163-7, — - L1196
- 1110210 85<41195
L1061 22205.5. 229 236
3044d 0091 2.208 5r. 0091 LL1151 2,268 S.F. 2,200 SF. 0091 2,559 S.F.

L1064- 40921098 11116- - 1151 ~L1150
419190
L1067 fl1oss /L142L1148
411152- The Cunn 1 411831 =L1189
L19070-/от ThosE 1083" LL1186
0774102 / 41132 /L1184
L,1080 - 4001 4091089 413 CL
WARM BREEZE DRIVE L1128~
~-L1187

2.799 Sr. 2.728F. 220 27295 г. 272Sr. 22085 22395r. 2.72 Se 2072 Sr. 2,759.SF.
247 238
3,124S. 2,172 S.F. 2,725F. 3.1015.F. 3124 Sr. 3r8iSr. 31249r. 2.1799 r. 4,558 S.F.

K613226°K(8)
L1247
-L1252 41241 1123231 41227
1242-
21202 T1 EIT 11230
122425 lis 1229 4473717т6 Tror Che
42255- 1 11256 L41245 120 22 L-41225 41218219
N75 4604W 40333(7)
_PARCEL A34 _PARCEL A33 _PARCEL A32
(P.UE & AE) ROARING SPRINGS STREET (P.U.E. & AE) (P.U.E. & AE) NOTES
SEE SHEET 24 FOR CURVE TABLES
EE SHEET 24-27 FOR UNE TABLES SHEET 23 OF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LING TABLE LINE TABLE LINE TABLE DIRECTION LENGTH RIVER ISLANDS - PHASE 2
LINE # DIRECTION | LENGTH LINE • • DIRECTION | LENGTH LINE • DIRECTION LENGTH DIRECTION LENGTH INE A DIRECTION, LENGTH LINE "

15.54 VILLAGE 19

84.92° L24S4'35W 10.00 202 S75*4604 E 3.25 L310 914'1357W 2.46 L358 S220153W 21.04 L406 5303256W N9'3349°E 84.92 L215 S14 1356W $14 1350W 15.54 N75*4604W 20.09 L359 N67 5507W N303256'E 15.54 N14:1356°5 L216 S75°46'04 E 14°356 E 15.54 L312 N75*4604 W 71.25 L36D 522-0453 9.58 L4CS S59°2704'E 3.25 S75*4604°E 2.71 L217 N14*1356°E S75*4604°E N14°1356*E 21.0% S67'5507*E 20.05 L409 3093256E| 1200 AUGUST 2026
314°336°E L218 S75°4604°€ 10.21 N14°1356 E 10.00* L314 754603 5.00 L362 S22 0453W 2.46 L410 S592704E 13.00 S75460E L219 1491356'E 575°4804 E 3.25 L315 N14'1357E L363 S67:55073E 41.12 $30 3256W 650° Westwood S14+356W 12.00° S75 4COG'E S14*1356°W 24.33 L316 575 4504 C 3.01 1671S506 41.33 L412 N59°2704 W SI54604E 10.20• 514*13'5W 8.00 L269 S546(4° 3.25 L317 S149135W 12.00 L365 S22045 2.46 L413 S30*3256W 21.04 L174 S14*1356W 2.00° S75°46'04'E S14°35 9.00 L318 S75*4604*E 3.25 67'$507W 20.05 L414 N59°2704W| Westwood Professional Services, Inc
1175S54604E 2.30 514'1356 W S75°4604°E 229 L319 S14'1356 15.54 L367 67'S507W 11.25 L415 N30°3256°E 9.58

8.00 L176 N16 1356'E 9.00° 014°13561 6.00° L272 314*1356W 3.00 N14*1356'E 15.5г L3G8 23: 0433 21.05 L416 SS9'2704E 20.09 L177 375 46 04° S75°46'04 E 2.71 L273 N14°1356'E 2.00° S75*4604°E 1.41 L369 167 5500 V 5.00 L417 530 3208W 2.40 L178N14'1356E 24.33 41356'E 8.00 S5346(45 10.20° N14°1356'€ 10.00 L370 N22'0454 E 6.50 L418 559 2752'E 40.28 S75*4604'E 3.25 S7546'04 E 7.50 N14°1356E 12.00 S75*4604°E L371 S675507 13.00 L419 N59°2703°W 39.95 |S14*1356'W/ 10.00° L228 S14*1356W 12.00 S75'4604'E 7,50 S14°1356°W 24.33 L372 S30-0453W 12.00 S303257 2.46 L181 ¡ S75*4604€ S7548'04'E 10.61 S14356W 8.00° S75*4604E L373 S675507E 3.25 N92704W 20.09 L182 N14*1356'€ S14*1356W 2.00' S75*4604'E 2.71 S14*1356*W 10.00 L374 S220453 15.54 59'2704W 11.25

15.54 N14°1356'E 2.00 S1435W 6.00° 575 4504 C L373 N22 0033 E 15.54 303256°E 21.04 L18K 514 735016
N14'1356'E 15.54' S7504604'E 2.30° N349356 6.00° 31913501 L376 S67507E 1.41 59'73W 5.00 S7546(4'E 14°358'E 10.0. 575 4604 L 2.71 1401356E 2.00° L377 122:0453E 10.00 N30 3257E 6.50 L186 N14*1356 E 12.00 575 4604 E N14 1336 L 8.00 S754604E 10.20 L378 S7S507E 3.25 $59 2705E 13.00° 5759604 L 3.00 9 1350 E 24.33 S754604°E 7.50 N14136 12.00 S22'0453W 24.33 $30 3256W 12.00°

3.25 S592704E 3.25 CURVE TABLE
S14*1356 W S75*46'04°E 3.25 S14135W 12.00 575 4004 E L090 $67 5507E L189 754604 514135W 10.00 S75°4604 E 10.21 S14135W 522 0453W 10.00' S30°32'56W 15.54' CUAVE • RADIUS DELTA LENGTH 514*1356 W 21.04 S75*4604°E L286 S141356W 2.00 S75*46'04*E L382 S67 5507E N30°3256*E 15.54 2.00 00"00'00 3.14 N14°13S6'E 3.00 S14*135W 6.00° S220+53W 2.00 S59 2704'E 1.41 200 50-00:00 3.14 N754604W $14*13'56 W
230 N22°04'53°E 122:0453 N30°3256'E 10.00 1030.00 1°0645 20.00 L192 S14*1356 W L240 N14°356°E 15.54 $75*4604'E
N14°1356'E 9.00 L337 S67*5507°€ S67'S507E S59°2704 E 3.25 65.50 17*3355* 20.08 L193 S754504°E 20.09 5350460450
S30*325W 24.33 50.00 7*1919* 6.39
S149356W L242 N14°356 12.00 325 220453'E Nº2 0033 C 12.00 L387 S67'5507E S59'2704E 3.25 C10 70.00* 8'0644
L195 32.00 L243 S75°4604°E 13.00 N14°1356'E 24,33 L339 S67 5507€ L340 S220453W 12.00 L388 5220453W $30°3256W 9.00 C11 30.00 13*5154 7.25 S14*1356W 514 1386 6.50 5/5 4609 C 3.25

10.00° L.341 S67 5507E L389 $87'5507 E S59°2704'€ 2.29 012 50.00' 13'5153' 12.10 -197 32.00° N73 4604 V0 5.00 S14*1356°W 10.21

21.05 S75°4604'E 1.41 S220453W 2.00° L390 522°045317 S30°32'56W 3.00 C13 953.00 190037 16.80 -19C 314135/8 S14'1356
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UNE TABLE LINE TABLE LINE TABLE LINE TABLE LIE TARLE
DIRECTION LENGTH LINE = LEN3TH LINE " DIRECTION LENGTH DIRECTION I LENGTH LINE # DIRECTION | LENGTH LINE • | DIRECTION LENGTH RIVER ISLANDS - PHASE 2 LINE B DIRECTION LINE 0I
L454 S30325W 15.54 L502 S54604°E 12.00° L598 S7'04'52'E 15.54 S82-5507W 13.00 Nº2'S508E VILLAGE 19 SS0 N3 1401C
N30°32G'E 15.54 L503 S141356 13.00° L551 845593 10.21 L599 S8215508W 1.41' L647 N7*0452W S™O1S2E 21.04 $59°27'04 E 3.25' N/5 40007 6.50 L552 N3º1401*€ 13.14 S7 0452E 10.00 L648 S825503 N82°5508°E 5.00 L457 N30°3256°E 12.00 LSOS N14°356°5 S.00' S3*1401*W 12.30 S8215508 3.25 N7°04'52 W 15.54 S7'0452'E 6.50 AUGUST 2026
L458 $59'27 04'E 13.00° L506 7594604W 21.04 L554 N8G*4559W N7'0452'W 24.33 LESO S7 0452E 15.54 582'5507W 13.00 L459 S30°3256 6.50 LSO. N14°35653 11.25 S3*1401W S82:5508W 3.25 L651 S825508 70452W 12.00 Westwood L460 S92704W 5.00' L503 N75*46'04 9.58* N86 4559W N7°0452W 10.00 L6S2 ST'0452E 10.00 S82'5503W 3.25 L901 S30*3256W 21.05 S14*1356W 20.09 S3*1401W S82-5508W 2.30° 882508W L701 N7*0452°W 15.54 L462 N59°2704'W 11.25 L510 N75*4604W 9.58 L558 N8:4559W N7 0952 2.00 N7°04'52 W 24.33 L702 570452E 15.54 Westwood Professional Services, Inc
L463 S30325W LO11 N14*1356'E 20.09 N3°1401'E 10.00 L607 S704S2E 2.00 L65S 25503 3.25 L703 582*5508 W 1.41 L464 S59°2704°€ 20.09 1512 N14°1356'E 11.25 L560 864559W 2.71 L608 S825508W 10.20 N7°04'52 W S504525 10.00 S30*32W 9.58' S75*4604'E 21.04 N3°1401*€ 12.40 S7 0+S2E 12.00 S92S508W 3.25 L466 59/74 20.09 L514 N14°13'57°E 5.00 L562 S7'O+52'€ L610 S825508W 7.50° N7º0452°W 24.33 L467 59 2704W 11.25 L515 S75 4603'E N7'0452 W 8.00° S7*0452'E L707 3.25 L46S N30*3256'E) 21.04 L516 S14°1356W 13.00 370452'E S825508W 2.79 S825508W 10.20 N7*0452W 200- N59'2703'W 5.00 L517 75:4604W 12.00 L555 S825508W N7'0452 W 6.00° S7*0452'E 12.00 582'5508W 2.29 L470 303257E L518 S14+135 LS66 N7 0452W 11.54 S7*0452E 6.00° 582 5508 N7'04:52 W 3.00 N75: 4604°W 15.54 L557 S7°0452'€ 200°0
S59'2705°E 13.00° L519 S825508 10.21
L472 S30325W 12.00 575 4604 L561 N7-0452W 2.45 S7*0452'E 8.00 S0255081 2.71° 10.20 L473 S592704° 3.25 514*1356 W L569 S7'0S2'E L617 S82508 7.50 N7°04'52 W L713 S7*0452'€ 12.00 L474 S30325 15.54 L522 S754604°E 10.00° L570 S82:50W N7º0452W 11.54 S704S2E L714 S82*5505W 7.50 L47S 30°325E 15.55 L523 S14t1356W LS7 S7*0452'€ 10.00 S825508W S82*55'08 W L715 N70452 8.00 L476 S59'2704 E 1.41 L524 N75 46 04 4 24.33 L572 $82*5508V/ N7°04'52 W 2.46* S70452'E L716 S82S50W 147 N303256E 0.0L 157- S14356W L573 S7*0452'E 24.33 S7°04'52 E 2.00 58255081 7.50 L717 N7º0452°W L47 S59 2704 C L526 N75*46'04*W 10.00 S82°S508W S825508 2.30' N7°0452 W 12.00 L718 S704'52E $30*3256 W 24.33* S14135W 2.30 L575 N7º0452W 10.00 L623 S7'0452E 10.00 587 5508 7 10.20 S825508W L480 SS9'2704E 3.25 N754604 2.00 12508°9 S825505 N7 04'52 W 2.00 S7'04'52°E 8.00- L481 530*3256 W 10.00 S75'4604'E 2.46 N7*0452 W 15.54 L62 57 0934 L 29,33 S7°0452 E 2.00° S82'5508W 7.50 L482 S592704°E 2.30 S141356W 10.21 S7*0452'E 15.54 582 35 08 9 S825508 2.30 N7º04'52'W 12.00 L483 S30°32 2.00° 5/34604 C 11.00 L579 S82*5508W N7'0452 W 10.00 S7*0452 E 10.00° L723 S82'5503W 10.20 L484 S75°46'04*E 514*1356 W L580 S7*0452'E 12.00 S825508 1,41 S8215508W L485 S14*1355 W 2.71° N75*46'04 LS81 S825037 3.00 N7º04'52W L0/. 24.33 L725 S7*0452°€ L486 875046 04°0 S14'1355W 2.71° N7°0452 W S7°04'52 E L678 S82'55'08W 3.25 S82508W S14*135W L535 N7594604W N32'5507€ 5.00 L631 S82*55'08 W L679 10.00° L727 S7°0452'E 9.00° L483 N75:4604W 12.00* L536 16.60 N7*0552°W 21.04 S7*04'52'E 12.00° S825508 L728 S825508 3.25 S14135 S3*1401 W 16.14 L585 N82'5508'E 11.25 L633 S82°5509W 13.00 N7 0452 V 15.54 24.33

10.20 2.00 864559W L586 S7'0452E LOS N7°04'52 W 5/0906 C 15.54 L730 S925508W S35+4604°0 3.00г LS3S S3401 10.00° L587 20.09 LOS. V02 09V/E S825508 3.25 N7*0452 W 10.00 S14135W 228 86:4559 9.00° L588 N7°0452 W 9.58 L638 N7°04'52'W i 21.04 S7'0452'E 12.00 S82550 L433 575 4504 8 9.00° S3°14'01 W 5.95 L589 N62*5508'E 20.09 L637 82:55 03E S825508W 13.00 N70452W S14*135 325 L542 N85*4558'W L590 N82'5508'E S7°0452E N7 0432 Vo 6.50 S7°04'52'E 15.54 L495 S75+4604°E 24.33 L543 N3°1401 E 10.00° L591 S7*0452'E 21.05 S82-5507 5.00 S82*S508W S149135W N854559 2.70 L592 Nº2'5508'E 5.00 N7 0452W N7 0452W 21.04 L738 S7°04'52'E 12.00 L497 N75*46'04 W 10.00° L545 N3°1401 E 19.65 L593 S7'0Y52E 6.50 LEST 82555: 085 20.09 s92*3503W 13.00 L498 S14355W L546 $3*1401*W 17.84 L594 382'S507W 13.00 N2 3508 E 11.25 57004 E 3.05 N7º04'52°W 6.50 L499 15.54 N8645'59 4.46 L595 N7°0452 W 12.00 570452 C 21.00 082 050/7 20.09 .7SS N82'55'07E S.00° N5960939
1,500 875 4604 E 15.54 S401 10.50 L596 58355508 3.25 N82*55'08'E N7°0452 W 9.58 N7'04'52 W 21.04 S141355W 3.25 386 4338 8 27.83 N7-0452 W 15.54 S7°0452'E N82'SSOS'E 20.09 N82'S506 E SHEET 25 OF 27 LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
RIVER ISLANDS - PHASE 2
LINE A DIRECTION LENGTH LINE # DIRECTION LENGTH LINE # DIRECTION LENGTH LINE & DIRECTION DIRECTION LINE # DIRECTION LENGTH L790 5.00 L88G N75404W L9B2 VILLAGE 19
S7*04'52 E 9.58° 20.09 L838 N14:1356 N7560/ S754604°E 12.09 L743 S82507 20.09 L791 N7°04'52 Wi L839 N754504# 6.50 L837 514$13:56 20.09 L935 514'1356W 11.25 L983 4:1356E 13.00 ARCEL 15 OF (14 M&P 95)
L744 N7º0452W 9.58 L792 N82'S508'E 21.04 L340 5141356W 13.00 L888 S14356W 11.25 L936 75460/ 9.58 L984 N75°4604°W 6,50 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNU L745 20.09 L793 N7°04'52 W 5.00 L841 S754604E 12.00 L889 $75*4604E 21.05 L937 20.05 L985 514'1357W 5.00 AUGUST 2026 L746 NROSSE 11.25 L794 82: 55 08 L842 S14*1356 W S14*1356 W Lexe N754606 LOSE N75 4604W 21.04

13.00 L843 15.54 L939 514'1356 W 20.09 L937 $141356W 11.25 Westwood L748 82: 5: 08E 5.00 S825508 12.00 L844 546042 15.54 L892 N14 1357E 13.00 L940 S1413563 11.25 LS88 S754604E 9.58 L749 S7*0452E 6.50 L797 S7*CE52E 3.25 L845 S14356 1.41 L893 N7546(4W 12.00 L941 S75*4604'E 21.04 L989 41357E 20.05 L750 S82507W 13.00 L788 S82508 15.54 L846 54604W 10.00 L694 N14'1356'E 3.25 L942 5.00 1990 N75 4604W 9.500 Westwood Professional Services, Inc.

L751 N7-0452W 12.00 Nº2'55'08*E 15.54 L847 S1491356W 325 LaSS N75 4605W 15.54 L$43 S75°4504'E 6.50 L991 S14ª1355W 20.09 L752 8825508W 3.25 L800 S7*0452E 1.41 L848 S754604E 24.33 Less S75*4604E 15.54 L944 N14°1357 E 13.00 L992 514°1356W 11.25 L753 N7 0452W 15.54 L901 10.00 L849 514*1356 W 325 L397 N14°1356'E 1,41 L945 N75+4604 12.00 L993 S75*4504°E 21.04 L754 S7*0152'E 15.54 L802 S7*0452E 3.25 L850 S754604'E 10.00 Lose S54604 10.00 L94G N14°1355'E 3.25 L994 $141356W 5.00 L755 $82°5508 W 1.41 Leos S8255508 24.33 L851 51451356 2.30 L899 L947 L995 S75*4604°E 6.50 L25G L804 L852 2.00 L900 INS 450s 2433| L948 S75*4604*E 15.54 13.00 S7°04'52*E 10.00 S7*0452*€ 15.37 5754604E L998
N14 1357E
L757 58205508 3.25 382508 L853 4754604 2.00° L901 149(356E 3.25 L949 814 1356E 1.41° L997 4754604 12.00 L758 N7 0452W 24.33° L806 S7OS2E 2.13 L854 51491356 10.20 L902 754604W 9.00 L9SO S75*4804*€ 10.00 L999 N14 1356E 3.25 L759 S82°5508W 3.25 Le07 S82 5508W 2.00 L8SS N75 4604W 12.00 L903 04°1356E 228 L951 N1491356 E 325 L999 N75-4604W 15.54 L760 N7 0452W 10.00 L808 N75 4604W .8.00 L8S6 514*1358°W 7.50 L904 540/W 3.00° L9S2 N54608 24.33 L1000 S754504°E 15.54 L761 S825(8 2.29 L809 S1491356W 2.71 L857 S754604'E 8.00° L90S 554604E 2.00 L953 N14°1356 E 3.25 L1001 N14°1356°€ L762 N7 0452W 200° 1810 N754604W 8.00 L858 514*1356 V 2.75 Mt2013C 10.20 1954 L1002 S75*4604 E 10.00 L763 200 1811 7 k0 L8S9 S75*4604°E 6.00 L0O7 1200 31955 N14°1356°E N14°13'56'E 3.25 178A 10 20 1812 12 00 L908 N14°1356E 7.50 1956 N754604W 2.00 L1004 75460/ 24.33 L765 12.00 51491356W 10.20 LSO9 N75460/W 8.00 L957 S75 4604E 2.45 L1095 N14'1356°€ 3.25 S825308M 7.50 L814 S75 404E 2.00 L862 3754604°E 8.00 L910 N14*1358°E 271 Lose NANTANE 10.20 L1006 N75 4604W 9.000 L786
L767 N7-045297 8.00 L815 N75 46027 3.00 L853 N14°1356°€ 7.50 1911 6.00 L9s9 S7546088 11.58 11092 N161356E 228 1768 S82°5508 W 2.71 1R1E 51491356W 229 L8G4 N75 4604W 12.00 L912 S75*4804°E 6.00 L960 N14 1356'E 7.50 L1006 N754604 3.00 1789 N70452W 6.000 1817 N754604W 9.00 LOGS N14"135GE 10.21 L913 N14°1358E 2.75 L961 N75 4604W 8.00 L1009 S754606E 2.00 L770 3.000 L818 S14*1336W 3.25 LaGe 754604W 2.00 1914 S754604E 8.00 N14*1356E 2.71 L1010 N0109356 10.20 L.771 S7*0452°E 2.29 L819 754604W 24.33 L887 575°4604 E 2.00° L915 N14'1358 E 7,50 N75*4604 W 8.00 L1011 S754604°E 12.00 L772 Nº2°S741'E 9.00 1820 514*1356 W 3.25 L868 N144756 E 2.30 L916 N75*46042 12.00° 33333 S754604E 6.001 L1012 N14'1356€ 7.50 L773 S7°0452 E 325 1821 S75*46C4*E 10.00 L869 S75-4604'€ 10.00 L917 491358E 10.20 14°1356E 2.71 L1013 N754604°V 8.00 L774 2493 1822 S143567 1.41 L870 N14°1356'E 3.25 L918 75450/W 2.00 S75*4606*€ 8.00 L1014 61356E 2.71 S7*0452'E 3.25 S75º46'04'E 15.54 L871 24.33 L919 S75*4604E 3.00 LSC7 N14°1356E 7501 L1015 N754604°W 6.00 1775 2822 S75*4604°E
L77G S825508 10.00 L824 N75:4504W 15,54 L872 N14:356°E 3.25 L920 N14°1356'E 228 N75 4504W 12.00 L1017 S64700 3.00 L777 S7*0452'€ 1.41 L825 S141356V 3.25 L87 7S:4604 10.00 L921 S75 4604E 900 1953 N1491355'E 10.21 L1018 S33*1300°E 229 L778 199c N75*4604°W 12.00* L874 N14°13568 141° L922 N1491356'E 325 L970 2.00 L1019 584700W 9.00 L779 N92-5508 E 15.54• L827 51491356 13,00° L375 N75 4604W 15.54 1023 C75AR0NE 24.33 L971 S754E0NE 2.00 L1020 $83"1301E 4.75 L780 S7°04'52'E 3.25 L828 S54603E 6.50° La7e $75*4604 E 15.54 1924 N18°1358 E 325 L972 N1491355 E L1021 S84659 24.33 L781 12.00 LR29 500° L877 N14°1356 E 3.25 1020 M54501W 1973 S75 4604E 10.00 1402 NS 4559°E 10.00 1700 13 00• "OnA 21000 102s S75*4604°6 L926 N1491356E L974 N1491356°E 325 L1023 583°1301E 1.49 N94 1756°E L927 N754604W 15.54 L975 5754604 E 24.33 L1024 15.54 1202 A 50- 1821 NA017CRC 41 950 1A7O 12 001 NS*4659°E
L784 N70453 5.00 L822 S75+4604'E 958° M754604 6.50 L9za S754604°E 15 58 1976 N1491356 E 3.25 L1025 88391301E L78S S82550W 21.04 L833 1491356 20.08° L881 514*1357W 5.00 L929 1977 10,00 L1026 S64659 15.54 178E N7045090 11.35) N75460 9.58 L882 N754604-W L930 S75 4604"E 12.00 L978 N14 1356E 1,41 L1027 S83°1301E 325 S825508W 2000 L883 11.25 L931 N14°13'56*E 13.00 N75:4504 W 15.S. L1028 L787 "one S14:1356 12.00
584659W
L788 S70453E 20,09 4836 N1401356E 11.25 L884 S75°4g04'E 958° N75 46047 650 335 S754604 15.54 L1029 583 1301E 13.00 33 1789 S825508W 958 L837 N75*45:04 21.04 L885 N14ª1357'E 20.09° S149135790 N1491358E 325 L1030 N6'4700 E 6.50 SHEET 26 OF 27 LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE
RIVER ISLANDS - PHASE 2
LINE R DIRECTION LENGTH LINE # DIRECTION LENGTH LINE * DIRECTION LENGTH LINE # DIRECTION LENGTH LINE • DIRECTION | LENGTH N75*4504 W VILLAGE 19
L1031 83130W 5.00 L1080 S75'4604E 9.58' L1128 S754603E 6.50 L1176 L1224 S14*1356W 11.25 N6'46'59'E 21.04° 20.09 L1129 N14*13'57E 5.00% 5754604 A PORNON OF RANCHO EL PESCADERO, SEING A SUBDIMSION OF 831301W 11,25 N75 4604 9 12.00 L1226 N14'1357 € 20.09 CITY PART I SAR ACT IN ON MAD AFORNIA L1034 S64659W 9.58 L1083 S141356W 20.09 L1131 N14'1356E 11.25 L1179 514*1356 W 13.00 L1227 54604W 9.55 AUGUST 2026
L1035 831301 20.09° L1084 N14°13'56'E 11.25 L1132 S7546C4E 9.58 L1180 S75*4603'E| 650 L1228 514'1356W 20.09 L1036 S6-4659W 9.58 L108S N754604 21.04 L1133 N141356E 20.09 L1181 5.00 L122S S14*1356W 11.25 Westwood L1037 583°1301E 20.09 L1086 N14*1356°E 5.00 L1134 $14*1356°W 20.09 L1182 S75*4504°E 21.04° '[1230 S754604E 21.04° L1038 N83°1301 W 11.25 L1087 N75 4604W 6,50 L1135 N54604 9.58 L1183 N14 1356E 11.25 L1231 S141356W 5.00° phone (209) 571-1765 108 Ste Case, Suito i L1039 56*4659 W 21.04° L1088 S14*1356 W 13.00 L1136 N141356E 11.25 L1184 S75*4604*E 9.58 L1232 S75*4604€ 6.501 Westwood Professional Services, Inc
L1137 N7546 04W L1185 13.00
L1041 S6*4659W 6.50 L1090 S1491356W 3.25 L1138 N141356E 5.00 L1188 81491356W 20.09 L1234 M754604 12.00г L1042 S83*1301E 13.00 L1091 S75*46'04'E 15.54 L1139 N7546047 6.50 L1187 54504 9.55 L1235 N14ª1356€ 3.25 L1043 N8°4659€ 12.00 L1092 N754604W 15.5г L1140 5141356W 13.00 L1183 N75 4604W L1236 17548045 L1044 83301E 3.25 L1093 51491356 1.41° . L1141 S7546C4E 12.00 L1189 N14°1356°E 7.91 S75'4604°E 15.54 L1045 NS 4659°€ 15.54 L1094 L1142 S1491356W 3.25 L1190 S75*4604E 10.00 L1239 N14'1356E 325 •L1046 56*46'59 W 15.54' L1095 S1491356W 3.25 L1143 S75%6O4E 15.54 L1191 S14*1356W 2.30 L1239 5754604*E 12.00° L1047 S83 1301E 1,41 L1096 S75*4604°E 24.33 L1144 NS4604 15.55 L1192 S754604E 2.00 L1240 N14°1356E 13.00 L1048 S6*46'59 W 10.00 L 1097 514*1356 W 3.25 L1145 3141356 1.41 L1193 N75*4504*W 2.00 L1241 N75*4604 W 6.50 L1049 12.01° 10.00° L1146 754601 5.00
LOSe N0°4659°E 24.33 LT09 S1491356W L1147 514*1356W 3.25. L1195 N75*4504W 12.00. 81245 5460/W 21.04 L1051 S83°1301E 12.00 L110O $75*4604 E 2.00° L1148 S7546(4 24.33 L1196 S14*1356W 7.50 L124€ S14'355 11.25 L1052 N6°46'59'€ 10.00° L1101 2.00° L1149 S4356 3.25 L1197 S75*4604*€ 8.00 L1245 L1054 CR201100 2,28 L110 S14*1356W 10.20 L1150 5754604€ 9.00 L1198 S14*1356 W L1246 N1491357€ 20.09 L1054 NS°4659 E 2.00° N75 4604W 12.00 L1151 S14*1356T 2.30 L1199 S754604'E 6,00 L1247 M5460/W 9.58 L1056 N75 4604W 6.00° L1104 S14°1356W 7.50 L1152 57546047 3.00° L1200 N75*4604 W 11.16 L1248 51491355 20.09 L1057 5141356W 2.71° L1105 S75*46'04°E 8 cO L1153 N75 46 04W 2.00 L1201 S14*1357W 5.00 L1249 S14*1358 W 11.25 L105H 8.00° L1106 S14*1356W 2.71 $14'1356W 1021 4202 N75*4604*W 2.04 L1250 SIS 4006E 21.04 314°13'56W 7.50 L1107 S75*46'04°E L1155 75:4604 12.00 S149135W 5.00 L1060 S75°4604€ 12.00 L1108 N754604W 6.00 L1156 5141356 7.50 L1204 S75*4604E 27.92 L1252 S75 4604E 6.50 L1061 514*1356W 10.20 L1109 514*1356 W 2.71 L1157 5754604°€ 8.00 L1205 S75*4604°€ 9.58 L1253 N14'1357 E 13.00°

1.1062 S75°4604'€ 2.00 L1110 N75 4604W 8.0o L1158 5149356W 2.71 L1206 N14°1357E 20.09 N754604W 12.00 L1063 N75*46'04°W 3.00° 11119 S14*1356W 7.50 L1159 S754504'€ 6.00 L1207 1754604 9.58 L1253 N14°1356°E 3.25 L1064 514*13:56 W 2.29 L1112 $75*46'04'E 11.54 L1160 N75 4604W 6.00 L1208 514*1356 W 20.00 L1256 N75 4608W 15.54 L1065 N75°4604°W 9.00 L1113 514*1356W 10.21 L1161 5141356W 2.71 L1209 514*1356 W 11.25 L1066 S14*13:50 W 3.25 L1114 S75 4604°E 248 L1162 N75:454 8.00° 11210 S754604 E 21.04 2,00 14H356 7.50*
514913'56 W 3.25 5149135W 220 S75 4504 E 12.00 11212 S7560 L1069 S75*4604E 10.00 L1117 S46(4 10.00' L116S S14*1356 10.20 L1213 13.00 L1070 S1413'56W 1.41 L1118 S141356 3.25 L1166 $7546'04'E 2.00 L1214 N75 4604W 12.00 L1071 S754604E 15.54* L1119 75404W 24.33 L1167 75460472 3.00 L1215 4'356'E 325 L1072 N75°4604°W 15.54° L1120 81491356W 3.25' L1168 S14ª1556W 2.29 L1216 N754604 W 15.56 L1073 514*13:50 W 3.25 L1121 575 4604°5 10,00 L1169 N75°4504 W 9.00 L1217 S5604 15.58 L.1074 N754604 W 12.00 L1122 514 1356W 1.41 L1170 514*1356W 3.25 L1218 N1491356E 3.25 L1076 5141350 13.00 L1123 S75*4604'E 15.54 L1171 N75°4604 W 24.33 L1219 575*4604 E 12.00 L1076 S754603°E 6.50 N75 4504W 15.54 L1172 514'1356W 3.25 L1220 1o77 1601378 5.00 S1491356W 3.25 L1173 S75°46'04*E 1000 N754504W 6.50 S75°46'04°E 21.05 L1126 N75:484W 12.00 L1174 54:35W L1222 514*1357W 5.00 L1079 N14º1356*E 1 11.25 L1127 | S14ª1356W 13.00 L1175 $75*4604*E 15.54 L1223 N75*4605W 21.04 SHEET 27 OF 27 Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
EXHIBIT "B"
TRACT 4284 VILLAGE 19 AREA
VILLAGE 6!
VILLAGE 19&
TRACT 4284 diD fin
FUTURE VILLAGE 5 FUTURE
-BOUNDARY K-8 SCHOOL PARK
, STRANDBERG STREET
LAKE 14
(FUTURE)
WOODLANDS WEST). SEATON AVENUE BRANTON AVENUE
VILLAGÉ 22:

VILLAGE 23-
VILLAGE 18 LAKE 19
FUTURE
LAKE 18 PARK
EXHIBIT "B"
RIVER ISL VILLAGE 19/TRACT 4284
VILLAGE 1> ‹VILLAGE 21 WOODLANDS EAST

STORNOWAY VICINITY MAP
AUGUST 2026
Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
EXHIBIT "C"

CITY INSURANCE REQUIREMENTS
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 $1,000,000 for each occurrence and $2,000,000 in the aggregate.

Said insurance coverage shall be evidenced by a certificate of insurance with policy endorsements, executed by an authorized official of the insurers). 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.

RIVEISL-01 LENGLISH

ACORD DATE (MM/DD/YYYY)
CERTIFICATE OF LIABILITY INSURANCE 8/14/2026
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

THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), 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 endorsements).

PRODUCER License # 0C36861
Los Angeles-Alliant Insurance Services, Inc. (A/C, No, Ext): (A/C, NO):
333 S Hope St Ste 3700
Los Angeles, CA 90071 AMESS:

INSURERS) AFFORDING COVERAGE NAIC #
INSURERA: United Specialty Insurance Company 12537
INSURED INSURER B: Navigators Specialty Insurance Company 36056 Califia, LLC INSURER C: Homesite Insurance Company 17221 73 W. Stewart Rd. INSURER D: Westfield Specialty Insurance Company 16992 Lathrop, CA 95330
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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS:

INSR TYPE OF INSURANCE ADDL SUBR LIMITS
LTR NSD.| WVD POLICY NUMBER
A X COMMERCIAL GENERAL LIABILITY 2,000,000
EACH OCCURRENCE $.

X OCCUR 3/19/2024 3/19/2027 50,000
CLAIMS-MADE ATN2418343P $
MED EXP (Any one person) $
PERSONAL & ADV INJURY 1,000,000
$ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE.
2,000,000
POLICY SECT LOC PRODUCTS - COMP/OP AGG $
OTHER:

AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
En accident $
ANY AUTO BODILY INJURY (Per person) $
BODILY INJURY (Per accident) $

ROPERTY DAMAGE
AUTOS ONLY Per accident) $
X 3,000,000

UMBRELLA LIAB OCCUR EACH OCCURRENCE
X EXCESS LIAB CLAIMS-MADE, LA24FXSZ0GNAHIC 3/19/2024 3/19/2027 3,000,000

AGGREGATE
DED RETENTIONS 3,000,000

STATUTE
Y/ N
E.L. EACH ACCIDENT
NIA
fandatory i E.L. DISEASE - EA EMPLOYEE$
LEASE ITION OF OPERATIONS belon EL. DISEASE - POLICY LIMIT S C Excess Commercial Li CPX-031171-00 3/19/2024 3/19/2027 Aggregate/Occur 5,000,000 D Excess Commercial Li XSL-401098D-00 3/19/2024 3/19/2027 Aggregate/Occur 5,000,000 BESS ONE OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Aditional Remarks Schedul, may be attached if more space is required) Tract 4284
City of Lathrop, its officers, City Council, boards and commissions and members thereof, its employees and agents are included as Additional Insureds as SEE ATTACHED ACORD 101

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE NOTICE WILL BE DELIVERED IN
City of Lathrop ACCORDANCE WITH THE POLICY PROVISIONS.
390 Towne Center Drive
Lathrop, CA 95330

AUTHORIZED REPRESENTATIVE
Laure MEng lili
ACORD 25(2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD
AGENCY CUSTOMER ID: RIVEISL-01 LENGLISH
LOC#: 1
ACORD Page
ADDITIONAL REMARKS SCHEDULE 1 of 1
AGENCY License # OC36861 NAMED INSURED
Califia, LLC
Los Angeles-Alliant Insurance Services, Inc. 73 W. Stewart Rd.

POLICY NUMBER Lathrop, CA 95330
SEE PAGE 1

CARRIER I NAIC CODE
SEE PAGE 1 SEEP 1 EFFECTIVE DATE: SEE PAGE 1

ADDITIONAL REMARKS

THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: ACORD 25 FORM TITLE: Certificate of Liability Insurance Description of Operations/Locations/Vehicles:

ACORD 101(2008/01) © 2008 ACORD CORPORATION. All rights reserved.

The ACORD name and logo are registered marks of ACORD
POLICY NUMBER: ATN2418343P COMMERCIAL GENERAL LIABILITY CG 20 12 04 13
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IȚ CAREFULLY.

ADDITIONAL INSURED - STATE OR GÖVERNMENTAL

AGENCY OR SUBDIVISION OR POLITICAL

SUBDIVISION - PERMITS OR AUTHORIZATIONS
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
State Or Governmental Agency Or Subdivision Or Political Subdivision:

City of Lathrop its officers, City Council, boards and commissions and members thereof, its employees and agents 390 Towne Centre Drive Lathrop, CA 95330.

Information required to complete this Schedule; if not shown above, will be shown in the Declarations.

A. Section II - Who Is An Insured is amended 2. This insurance does not apply to:
to include as an additional insured any state or a. "Bodily injury", "property damage" or governmental agency subdivision '"personal and advertising injury" arising political subdivision shown in the Schedule, out of operations pertormed for the subject to the following provisions: federal government, state or

1. This insurance applies only with respect to municipality; or operations performed by you or on your
behalf for which the state or governmental I. "Bodily injury" or "property plantacts" included within agency subdivision or political completed operations hazard". subdivision has issued a permit or
authorization. B. With respect to the insurance afforded to these additional insureds, the following is added to
However: Section Ill - Limits Of Insurance:
a. The insurance afforded to such If coverage provided to the additional insured additional insured only applies to the is required by a contract or agreement, the extent permitted by law; and most we will pay on behalf of the additional b. If coverage provided to the additional insured is the amount of insurance:
insured is required by a contract or 1. Required by the contract or agreement; or agreement, the insurance afforded to
such additional insured will not be 2. Available under the applicable Limits of broader than that which Insurance shown in the Declarations; . you are
required by the contract or agreement to whichever is less. provide for such additional insured. This endorsement shall not increase the applicable Limits of Insurance shown in the
Declarations.

CG 20 12 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1- Policy# ATN2418343P
United Specialty Insurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE REĄD 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) apply on a primary and non-contributory basis;
and
(ii) would not seek contribution from any other insurance available to the additional insured
or
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's Work.

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
Policy: ATN2418343P

UNITED SPECIALTY INSURANCE COMPANY
THIS ENDÖRSEMENT 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, Number of Days Notice boards and commissions and members thereof,
its employees and agents
390 Towne Centre Drive 30
Lathrop, CA 95330
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
Subdivision Improvement Agreement (Califia, LLC)
Tract 4284 Village 19
EXHIBIT "D"
WOODLANDS EAST VILLAGE 19

UNFINISHED IMPROVEMENTS AND

FULL IMPROVEMENTS COST ESTIMATE
6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CĂ 94588
Westwood main (925) 223-8340
DRAFT ENGINEER'S OPINION OF PROBABLE COST August 4, 2025 VILLAGE 19 Job No:: 25506-99
PHASE 2

RIVER ISLANDS
CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIĄ
Item Description Quantity Unit Unit Price Amount

SITE PREPARATION
2 Mobilization" 1 LS $ 282,300.00 $ 282,300.00
Clearing, Grubbing, Stripping, and Site Preparation 25 AC $ 1,000.00 $ 25,000.00 3 Erosion Control 25 AC $ 2,500.00 $ 62,500.00
4 )emolition (budgel 1 LS $ 13,500.00 $ 13,500.00
) Field Inlets (type C inle 1 EA
b) Field Inlets (type C inlet over type / manhole base) 3 EA c) 15" Storm Drain Pipe 60 LF
d) Vertical Curb and Gutter 110 LF
e) Roadway Landscaping 990 SF
1) Concrete Sidewalk 880 SF
Subtotal Site. Preparation 383,300.00
Grading
5 Earthwork 11,700 CY 5.00 $ 58,500.00
37,600 CY EA 6A 5.00 $ 188,000.00
6 Import
7 Finish Pads 248 EA $ 600.00 $ 148,800.00
Subtotal Grading $ 395,300.00

STREET WORK
8 Fine Grading 246,000 SF $ 0.45 $ 110,700.00
9 4.5" AC Paving 136,000 SF $ 2.25 $ 306,000.00
10 8" Aggregate Base 136,000 SF $ 1.20 $ 163,200.00
11 Vertical Curb and Gutter (with AB cushion) 2,690 LF $ 15.00 $ 40,350.00 12 Rolled Curb and Gutter (with AB cushion) 5,080 LF $ 15.00 $ 76,200.00 13 Median Curb (with AB cushion) 350 LF $ 18.00 $ 6,300.00 14 Concrete Sidewalk 38,400 SF $ 5.00 $ 192,000.00
15 Driveway Approach 34 EA $ 600.00 • $ 20,400.00
16 Handicap Ramps 14 EA $ 2,500.00 $ 35,000.00
17 Survey Monuments 14 EA $ 300.00 $ 4,200.00
18 Traffic Striping & Signage 4,120 LF $ 5.00 $ 20,600.00 19 Dewatering (budget) 4,120 LF $ 100.00 $ 412,000.00
Subtotal Street Work $ 1,386,950.00
westwoodps.com
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T:125506:River IslandsIPhase 99 - Phase 2 Village 19Word&ExcellCost EstimatelVILLAGE 19 COSȚ ESTIMATE (City Unit Prices)|VILLAGE 19 6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CA 94588
Westwood main (925) 223-8340
Item Description Quantity ‚Unit Unit Price Amount

STORM DRAIN
20 Catch Basins (type A inlet) 32 EA 2,400.00 $ 76,800.00 21 Catch Basins (type A inlet over type / manhole base) 3 EA $ 2,800.00 $ 8,400.00 22 Catch Basins (type A inlet over type Il manhole base) 5 EA 5,000.00 $ 25,000.00 Go EA 16,800.00
23 Field Inlets (type C inlet over type / manhole base) EA 2,800.00 $ 24 Field Inlets (type C inlet over type Il manhole base) 1 EA $ 5,000.00 5,000.00 25 Valley Gutter 310 LF 35.00 $ 10,850.00
26 15" Storm Drain Pipe (polypropylene) 3,950 LF $ 34.00 $ 134,300.00 27 18" Storm Drain Pipe (polypropylene) 440 LF 46.00 $ 20,240.00 28 24" Storm Drain Pipe (polypropylene) 1,300 LF 65.00 $ 84,500.00

29. 30" Storm Drain Pipe (polypropylene) 230 LF • $ 80.00 •$ 18,400.00 30 36" Storm Drain Pipe (polypropylene) 50 LF $ 95.00 $ 4,750.00 31 Manholes (type 1) 2 EA 3,000.00 $ 6,000.00
32 Connect to Existing 3 EA $ 1,700.00 $ 5,100.00
Subtotal Storm Drain $ 416,140.00

SANITARY SEWER
33 8" Sanitary Sewer Pipe 3,490 LF 28.00 $ 97,720.00
34 6" Sanitary Sewer Service 4;240. LF 21.00 $ 89,040.00 35 Manholes 11 EA 4,000.00 $ 44,000.00
36 Cleanouts 68 EA 500.00 $ 34,000.00
37 4" Sewer Service Lateral . 248 EA 600.00 $ 148,800.00. 38 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
Subtotal Sanitary Sewer $ 416,560.00

WATER SUPPLY
39 8" Water Line (including all appurtenances) 3,980 LF $ 32.00 $ 127,360.00 6" Water Service including all appurtenances) 4,500 LF 25.00 $ 112,500.00 41 Water Service? 248 EA 2,000.00 $ 496,000.00
42 Fire Hydrants 10 EA EA LA CA 4,000.00 $ 40,000.00
43 Resilient Gate Valve 18 EA 1,550.00 $ 27,900.00
44 Connectto Existing 2 EA $ 4,000.00 $ 8,000.00
Subtotal Water Supply $ 811,760.00

DRY UTILITIES
45 Dry utilities (including joint trench/street lights and all appurtenances) 1 LS $ 496,912.00 $ 496,912.00 Subtotal Dry Utilities $ 496,912.00
TOTAL CONSTRUCTION COST (nearest $1,000) $ 4,307,912.00 Notes:
1) This estimate does not include surveying, engineering, landscaping, 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 1-1/2" water lateral and one water meters for each pod. 4) Mobilization assumed to be 8% of construction cost.
iwestwoodps.com
(888) 937-5150
T: 125506-River IslandstPhase 99 - Phase 2 Village 191Word&ExcelCost Estimate|VILLAGE 19 COST ESTIMATE (City Unit Prices)IVILLAGE 19 Westwood OPINION OF PROBABLE COST
River Islands - Ph2 - Tract 4284 (Village 19) - Parcels B-H Lathrop, CA 100% Submittal 9/8/2026
ITEM DESCRIPTION UNIT QUANT, UNIT COST AMOUNT...
}Landscape Improvements
Landscape Area (Parcels B/C/D/E/F/G/H) SF 28,743 $ 6.56 $ 188,554.08 SUB-TOTAL $ 188,554.08
[SUB-TOTAL $188,554.081
10% Contingency $ 18,855.411
[Construction Total $207,409.49
NOTES:

1. Items not included as a part of this estimate:

A. Permits F. Landscaping Fees
B. Utility Fees G. Joint trench
C. City fees, City bond fees H. Easement acquisitions
D. Engineering/design fees I. Power Pole Relocation
E. Soils engineering cost

2. This is a preliminary estimate only and not to be used as a bidding quantity sheet

3. Estimates are derived from most recent market conditions / bids in the region.

4. Estimates do not reflect changes in inflation/deflation of future costs 6200 Stoneridge Mall Rd. Suite 330
Pleasanton, CĂ 94588
Westwood main (925) 223-8340
ENGINEER'S BOND ESTIMATE August 21, 2026
COST TO COMPLETE Job No.: 25506-99
RIVER ISLANDS - PHASE 2
VILLAGE 19 (PUBLIC IMPROVEMENTS)

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description Quantity Unit Unit Price Amount
Concrete, AB & AC Paving (90% Completion) 86,700.00 $ 86,700.00 2 Striping & Monuments (0% Completion) Joir 1 18 1 1000 в 24,800.00 $ 24,800.00 Trench (33% Completion 1 LS 181,000.00
TOTAL COST TO COMPLETE $ 292,500.00
Notes:
1) Estimate for cost to complete based on contractor's note for Village 19 as of date 8/21/2026 westwoodps.com
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N:L_ODE1Pleasanion125506-River Islands|Phase 99-Phase 2 Village 19Word&ExcellCost fo Completel2026-08-2112026-08-21 Ph2 Village 19 Cost To Completelimprovements

PROJECT
TRACT 4284
OWNER'S STATEMENT RIVER ISLANDS - PHASE 2
THE UNDERSGNED. DOES HEREBY STATE THAT THEY ARE THE CANERS OR HAVE SOME RECORD TILE INTEREST IN THE AND EMBRACED WTHIN THE EXTERIOR BOUNDARY LINE OF THE HEREIN EMBODED FINAL MAP ENTITLED, VILLAGE 19 RIVER ISLANDS PHACE 2 TWENTY-SEVEN

SHEETS, AND PREPARATION AND FILING OF THIS FINAL MAP IN THE OFFICE OF THI CUNTY RECORDER CF SAN JOADLIN COUNTY, CALIFORNIA. A PORTION CF RANCHO EL PESCADERO. BEING A SUBCIVSION OF THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEVENT FOR PUBLIC PURPOSES: CITY OF LATHROP SAN JOAQUIN OCUNTY, CALIFORN

1. TO THE CITY OF LATHROP FOR PUBUC RICHT-OF-WAY PURPOSES, THOSE PORTIONS OF SAID LANDS DESIGNATED ON AUCUST 2026

HA NAP PA NATA KAYACO HAIRHATARANHEKIYAVENUENA CAL LANE MANRKNGOREDK WAY, ROARING SPRINGS STREET, AND WARM BREEZE DRIVE, AS SHOHN ON THIS FINAL MAP.

TO THE CITY OF LATHROP FOR AOCESS AND PUBLIC UTLITY PURPOSES, THOSE PORTONS OF SAID LANDS Westwood ON SAID MAP AS PARCELS AI THROUCH A34, AS SHOWN ON THIS FINAL MAP A NON-EXCLUSIVE EASEMENT TO THE CITY OF LATHROP TOGETHER WITH THE RICHT TO CONSTRUCT, RECONSTRUCT, Phone (209) 571-1765 1165 Sconlo Drivc, Sulto A AND' CONDULTS AND THEIR APPURTENANCES OVER AND westwoodps.com IINNER THE SIRIPS OF LAND AS SHORN ON THIS FINAL -MAO DESENATEN AS "PILE ". (PIRIIC IIMIITY FASTMENTI Westwood Professional Services, Inc.

A NON-EXCLUSIVE EASEMENT TO THE CITY OF LATHROP, TOGETHER WTH THE RIGHT TO CONSTRUCT, RECONSTRUCT, REPAR AND MAINTAIN, PIPELNES, DRANS, DRAINAGE SYSTEMS AND THER APPURTENANOES UPON; OVER AND UNDER THE STRIPS OF LAND AS SHOWN ON THIS FINAL MAP DESIGNATED AS "S.D.E' (STORM DRAIN EASEMENT). CITY CLERK'S STATEMENT A NON-EXCLUSIVE EASEMENT TO THE QTY OF LATHROP• FOR EMERGENCY VEHICLE ACCESS PURPOSES ACCROSS TH 1, TERESA VARGAS, CITY CLERK AND CLERK OF THE CTY COUNCIL OF THE CTY OF LATHROP, STATE OF

CIROO OE IAN AC CHRIN ON THS EMA UAP DOSEAED ASSVASSEREY OHE AONS FANIT ISLANDS-PHASE 2, MLLAGE 19" FINAL MAP, CITY CF LATHROP, CALIFORNIA, CONSISTING OF TWENTY-SEVEN THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLC PURPOSES: (27) SHEETS, THIS STATEMENT WAS PRESENTED TO SAID CITY COUNCIL, AS PROMDED BY LAW, AT A MEETING VICINITY MÁP PARCELS B THACUCH H TO THE CITY OF LATHROP FOR PURPOSES OF CPEN SPACE, LANDSCÁPING, PUBLIC UTUTES. THERECF, HELD CN THE DAY OF 2026, AND THAT-SAID CITY COUNCIL DID NOT TO SCALE AND ARENANCES THERETO. FOR THE BENERIT OF THE PUBLIC, AS SHOWN ON THS FINAL THEREUPON BY RESOLUTION NO. DULY PASSED. AND

ADOPTED AT SAN
HAP. ANO AUTHORIZED ITS RECORDATION, AND ACCEPTED BEHALF THE CTY FOG
THE UNDERSIGNED DOES HEREBY RELINQUISH .TO THE CITY OF LATHROP ALL ABUTTERS RICHT OF ACCESS TO LOTS 1, 8 SECRETARY OF THE PLANNING COMMISSION'S STATEMENT

9. 16. 17. 24. 25. 38-41,
239, 759, 146-41, 152-9.5, 160, 161, 165, 769, 176, 171, 182-187, 192 193, 200 201, 208-210,214 131. 139, 208-210, 222 236-238, 240, 241, 244 245. AND 248 ALONG LOT UNES AS INDICATED THIS MAP CONFORMS TO VESTING TENTATIVE MAP NO. 6716 REOCMMENCED BY THE PLANNING CONMISSION 214. 214. 215. 222. 223, 230. 231
241, 244, 245 AND 248 ALONG THE LOT UNES AS-NDICATED BY THE SYABOL AND APPROVED BY THE CITY COUNCL PER RESOLUTION NO.: 21-4908, ON THIS FINAL MAR EMERGENCY VEHICLE ACCESS EASEMENTS AND ACCESS EASEMENT TO PARCELS A1 THROUCH A34, THE DATED THIS naY nE

TO ENSURE MUNICIPAL WATER SERVCES TO ALL LOTS SHOBN UPON THIS FINAL MAP, GROUND WATER RICHTS THAT ATTACHMERI

THE UNDERSIGNED MAY HAVE HITHIN THE DISTINCIIVE BORDER UPON THIS MAP, HEREBY ARE DEDICATED TO THE-CITY CF CE MUNCRAL SEN COTE W ACONS WIH SNH NS T I BRETE DANE, ASA LATHROP. FINAL MAP SUBJECT TO

RICARDO CAHATHN SSSHRAHARI

16.i6 Cr IHE CIT OF LAIHROP MUNOPAL COUL. CITY OF LATHROF ONER INTENOS TO SUBDIMDE THE LAND SUBECT TO TUS MAP WITH ANY AND ALL RIPARIAN FIGHTS OR OTHER "WATER I APPURTENANT OR RELATING TO THE LANDS WHETHEF ALSO, PURSUANT TO SECTON 66434(G) OF THE CAUFORNIA SUBDIVISION MAP ACT, THE CITY CF LATHROP SUCH WATER RIGHTS SHALL BE RIPARIAN, OVERLYING, LITTORAL, PERCOLATINC, ADUDICA TED STATL THE NON-EXCLUSIVE PUBLIC UTILITY EASENENT (P.U.E.)

N HRY AHARIDAN
INTEND BY TO SEVER THE RIPARIAN RICHTS OF THE 44 OF PAGE NENICATED PER TRACT 1905 MAP RECOROED APRIL 24, 2024, IN BOCK MAPAND T

95. CFRCIAL RECORDS OF SAN JOAOLEN COUNTY AND
PUBLIC PURPOSES RECORDED SEPTEMBER 25. 2024 AS DOCUMENT NUMBER 2024-081616, OFFICIAL RECORDS CITY ENGINEER'S STATEMENT HE UNDERSIGNED DOES HEREBY. RESERVE IN FEE PARCELS A1 THROUGH A34 AS ACDESS LOTS AND PARCEL I, J AND K OF SAN JOAQUIN OOUNTY, WTHN THE BOUNDARY OF THIS FINAL MAD ASSOCIATION FOR OWNERSHIP: AND MAINTENANCE BY SEPARATE DOCUMENT SUBSEQUENT TO THE FILNG OF -THIS FINAL I FURTHER STATE THAT LAVE BEEN APPROMED BY THE CITY COUNGL OF LATHROP AND FLED IN MY OFNIC THAT I HAVE EXAMINEL EREO IS SUTAALY TA SA • AS TT. AP

APPEARED
THE IRREVOCABLE OFFER OF DEDICATION (I.0.D.) FOR RICHT-OF-WAY PURPOSES IS DEPICTED ON SHEET 8 OF THIS ANAL No I FURTHER : STATE

CAUFORNIA STATE SUBDIVSION MAP ACT
MAP RESOECTISIY ASIANTERN RAY ORCIF IRREVACARIE CEFER CE DARIATEN SURANHeakay NURPUSS

AND CITY OF LATHRCP, AND ANY AMENDMENTS THERETO, APPUICABLE AT THE FRESA VARCAS TIME CF APPROVAL OF VESTING TENTATIVE MAP.

THE FIUNG OF THS FINAL MAP.

OF CALFORNAD CLERK OF THE CLTY COUNCL OF THE CITY OF LATHROP, COUNTY OF SAN JOAQIN, STATE _DAY CF _ 2026.

OANER: RIVER (SLANDS DEVELOPMENT AREA 3, A DELAWARE LIMITED LABILITY COMPANY ACKNOWLEDGEMENT CERTIFICATE (OWNER) SANO R TATON BY: C92923

SUSAN DELL'OSSO NOTARY PIALIC OR OJER GEFICER COUPLEIING THIS CERTIFICATE VERIFIES ONLY THE IDENTIT ITS: PRESDENT

NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT CTY ENGINEER OF THE CITY OF LATHROP, CALIFORNIA

STATE OF CALIFORNIA

COUNTY OF SAN MOACUTN
ON .2026 BEFORE ME.

SEE SHEET 2 FOR TRUSTEE'S STATEMENT

A NOTARY PUBUC, PERSONALLY APPEARED, WHO PROVED RECORDER'S STATEMENT

TO ME ON THE BASS OF SATISFACTORY EVICENCE TO BE THE PERSON'S) WHOSE NAVE(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN FILED THIS DAY OF _ 2026. AT •HIS/HER/THER AUTHORIZED CAPAGITY(ES), AND THAT BY HIS/HER/THEIR SICNATURE(S) 'ON THE INSTRUMENT IN BOCK OF MAPS AND FLATS, AT PAGE _, AT THE REQUEST OF OLD REPUBLIC TILE COMPANY.

THE PERSON(S), CR THE ENTITY UPON BEHALF OF KHICH THE PERSON(S) ACTED. EXECUTED THE INSTRUMENT. •FEE: $

AN TRE AND CASOAT
WINESS MY HAND:

CINAnICC.

STEVE ASSISTANT/DEPUTY RECORDER

RS ARDS
NAME (PRINT):

Cecenb esrronp-emiviy osa
PRINCPAL COUNTY CE BUSNESS.

E R SE DER COVENENT COF 273881: DOCUMENT MY COUMSSCH NUMBER.

RECORDED N CONNECTION HITH A CONCURRENT TRANSFER SUBUECT TO MY CONMESSION EXPIRES: SHEET 1 OF 27

CITY SURVEYOR'S STATEMENT TRUSTEE'S STATEMENT
A CALFORNIA CORPORATION, AS TRUSTEE, UNDER THE DEED OF TRUST TRACT 4284 LAERISLANOS ALEXANDER 2 MENCE 19 THAL AA GO OF LATRO, CAL MANIA A PHASE 2, 1 СОМЕТ НОМЕЯ 3022-1642
SATISFIED THAT THIS FINAL HAP IS TECHNICALLY CORRECT. RIVER ISLANDS - PHASE 2 RECORDED AUGUST 24, 2023, AS DOCUMENT NUMBER 2023-067141, OFFICIAL RECORDS OF DATED THIS DAY OF - 2026. VILLAGE 19
DATED THIS _ DAY OF . 2026. A PORTON OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF DARRYL. A. ALEXANDER, P.L.S. 5071 CITY OF LATHROP, SAN JOAQUN COUNTY, CALIFORNA

ACTING CITY SURVEYOR
• AUGUST 2026

OF CALISES
ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE) Westwood
NOTARY PUBLIC CR OTHER OFFICER COMPLETINC THIS CERTIFICATE VERIFIES ONLY THE IDENTIT na (209) 571-1765 1165 Scenic Orive, Su OF THE INDIVIDUAL HO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHEO, AM 9W. P H SURVEYOR'S STATEMENT NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUNENT westwoodps.com THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY Westwood Professional Services, ine.

IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIMSION MAP ALI AAD LOCAL GRANARLA

SIRIE UP CALFURNA
AT THE REQUEST OF CALIFIA, LLC, ON CCTOBER 7, 2025. I HEREBY STATE AL THE MONUMENTS

IRE OF THE CHARACTER AND OCCUPY THE POSITONS INDICATED OR THAT THEY WILL BE SET II MILE SUITENT TO EMAIL TAS SURVEY. ON -.2026 BEFORE ME.

SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED VESTING TENTATIVE MAP

A NOTARY PUBLIC, PERSONALLY APPEARED,

A HOE ON THE ASS OF SAT ACTOR ENDENCE TO BE THE PERSON(S) WHOSE NAMES) IS ARE SUBSCRIBED DATED THIS. DAY OF

TO THE WITHIN INSTRUMENT, AND ACKNOMLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN

IS/HER/THER AUTHORIZED CAPACITYLES) AND THAT BY HIS/HER/THER SIGNATURES) ON THE INSTRUVENT HÉ PERSON(S), OR THE ENTITY UPON BEHALF CF WHIC! THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.

WLAM M. KOCH, P.LS. NO 8092 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
MANE A COUNTY OF BUSNESS.

RECITALS
MY CONSON PRESEN CONMISSION NUMBER:

RIGHT TO FARM STATEMENT: SIGNATURE OMISSIONS
PER CITY OF LATHROP MUNICIPAL CODE OF ORDINANCES, CHAPTER 15.48.04. CITY OF LATHROP THE CITY WITS. BICLUDING
THOSE THAT UMUZE CHEMICAL FERTUZERS AND PESTICDES. YOU ARE HEREBY NOTFIED THAT THE PROPERTY YOU ARE PURCHASING NAY BE LOCATED CLOSE TO AGRICULTURAL LANOS AND OPERATIONS.

DOCUMENT NUMBER 2001-01046177, S..CR.

PRODUCTS, PROTECTION OF CROPS AND
GENERATE DUST. SMOKE, NOISE, ODOR, ROGENTS AND PESTS.

EASEMENT ABANDONMENT NOTES
REFERENCED AS PROJECT NO. DECEMBER HEER PREPARED PU
LATHROP.

3. A34 CONTANING 1.785 ACRES, MCRI PARCEL 15 OF TRACT 4205 TRACT 4284 AREA SUMMARY CERTIFICATE OF DEDICATION
LOTS 1 THROUCH 248 16.559 ACE
THE FOOL RE LATE TA TE EATEN ANER ISLANDS DEVELOPMENT AREA 3, PARCELS AI THROUGH A34 1.285 ACK
PARCELS B THROUGH H 0.614 ACK AS FOLLOWS:

PARCELS I THROUCH K 0.347 ACt
STREET OEDICATONS 7.036 ACt
TOTAL ACREAGE 28.339 ACt MAKES A DETERM ATON A POSSIAN TO CORNER CO SEN 4715 TE - LANTERN BAY ORCLE LO.D. 1.148 ACt SAME PURPOSE FOR WHICH THE PROPERTY WAS DEDICATED DOES NOT EXIST

4. BASED ON INFORMATIDN CONTAINED IN THE PR
SHEET 2 OF 27
TRACT 4284
LACROSSE AVENUE RIVER ISLANDS - PHASE 2
PARCEL 17 VILLAGE 19
TRACT 4205 (R1) TULLAMORE AVENUE ARCEL
RACT 4205 (R A PORTION OF RANCHO EL PESCADERO, BEING A SUBDISION OF PARITO EMATA WAY VILLAGE 6 UNIT I PARCEL 15 OF TRACT 4205(44 N&P 95 PARCEL 1 (R3) ITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNI 1 144-4-1331
BASIS OF BEARINGS - AUGUST 2026
PARCEL 2 BRANTON AVENUE
71127043 254604 125588(1) 1-00 544.59 (M-4)
(44-M-142) N7546'04*W 645.27'(D) Westwood
(R3)
Rº209800 4-152566 1-565.08 596.27

49.00'- Phone 200) 5711785 Mossence Ditya, Suite a.

N0112'01 (R) westwoodps.com
KILPATRICK AVE 8-270425L+790.78(4-4783) N4607'36 € 35.01 $34.00'(R2) SEATON AVENUE Westwood Professional Sorvices, Inc. (N8255'08"E(R) VILLAGE 22
-N8255'08"E 60.00 - (44-M-102) EXISTING BOUNDARY SHEET
SONNY DHALIWAL PARKWAY N1473'56'E 663.42' 1417.39'(T) (R2)

ELLINGTON WAY
PARCEL 3 PARCEL 15 N1735-1
NOTES (44-M-142) (TRACT 4205)

1. ALL DIMENSIONS ARE PER (RI) UNLESS NOTED (R3) 26.339 ACRES+ (R1) PARCEL 21 265.J9 (R2) 300 450

OTHERWISE
2 SEE SHEET 2 FOR EASEVENT ABANDONWENT NOTES. (P.U.E. OVER ENTIRE PARCEL) (TRACT 4205) (RIJ GRAPHIC SCALE IN FEET

MONUMENTATION NOTES
X FOUND 1.00 WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY - UNE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 117* BRASS DISK STAUPED "PLS 7788" PER (RI) VILLAGE 22
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788 PER (RI) (LAKE) PARCEL 9.
© FOUND MONUMENT PER (R1) (44-M-142) (44-M-102)
4«291214 (R2)
(R3)
BASIS OF BEARINGS L43325(+0)
Ru85000
DISTANCES SION EREON ARE GROUND DISTAN (ECHE 3, HAOBS), ALL N4326'10'E 160.36'→
• LEGEND Ro105000' 4=41S340" L=767.75 N3708'54 E(R),
200.00 (RI) MEASURED AND RECORD DATA PER REFERENCE SHOWN (R1) DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON THIS SHEET C3 12
(4-м) MONUMENT TO MONUMENT CAUFIELD WAY
(M-Đ) MONUMENT TO BOUNDARY
(aL INTX-4) CENTERLINE INTERSECTION TO MONUMENT PARCEL 14 N407612°E(R) TOTAL TRACT 4205 (RI:
(R) RACIAL EEARING KUTCHER ST.
(E) EASEMENT
(B" BOUNDARY
STORM DRAIN EASEMENT LINE AND CURVE TABLES FOR SHEET 3 ONLY S.D.E.

E.V.A.E. EVERGENCY VEHICLE ACCESS EASEMENT

AE ACCESS EASENENT LINE TABLE CURVE TABLE
P.U.E. PUBUC UTUTY EASEWENT UNE DIRECTON LENGTH CURVE | RADIUS DELTA | LENCTH W.E. WALL EASEMENT 117.69 35.00 537228° 3250
LINE, CURVE N43260°
BOUNDARY REFERENCES: 12 N865011°E 3435 c2 37.00 424024| 27.56

LOT UNE OR RIGHT-OF-WAY LINE
EASEMENT UNE (0) TIED AL 24, 2024, IN BOK A MIES AND RA, PACE 5, SIM N 1050.00 3'05'18" 56.60

CENTERUNE
(2) 1024, BOR A OF MAPS NO F25, ASE 2, 1 112
(3) TO BE EN 50, 2020, BOSE 2, OF AS AND PILA FACE 12, AR AN462315w STORNOWAY AVENUE - 39,00°
(44 USP 142)
SHEET 3 OF 15
TRACT 4284
PARCEL B 43
BRANTON AVENUE 28 29 30 35 36 37 RIVER ISLANDS - PHASE 2 20 21 38
13 19 22 27
12 44 VILLAGE 19

14. 11 PARCEL E ГАб
23 26 31 34 39 45
18 15 40 48 47
24 25 32 33 46 AUGUST 2026
17 16 trummmmen 51
PARCEL C PARCEL D • 49 50
RAFFERTY AVENUE Westwood
Pone 1209) 571-1766 Modesto, CA B38, SwiloA.
155 161 168 169 176 177 184 53 westwoodps.com
154 56 55 Westwood Professional Services, Inc.
153 156 162 167 170 175 178 54
183
152 163 166 171 174 59 SHEET INDEX
157 57 58
148 164 165 172 173 179 -180 181 182 60
149 A 160 159 158
10 150 213 205 197 196 189 188
151V 14613 204 61
145 214 212 64 63
144 206 203 198 195 187 62
80 160
TATO (A28)
143 207 202 199 194 191 186 (R1) -
211 67 PARCEL SEATON AVENUE GRAPHIC SCAFE IN FEET
139 66 TRACT
140 / 209 208 201 200 193. 192 185
PARCEL H 142 68
210 NOTES
141 138 SEE SHEET 2 FOR EASEMENT ABANDONMENT NOTES.

SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES.
136 WANDERING CREEK WAY 69 }. THE IRREVOCABLE OFFER OF DEDICATION FOR RICHT-OF-WAY PURPOSES PARITO. EMATA WAY 72 71 IS DEPICTED ON SHEETS 7 AND 8 OF 135 70
215 222 223 230 231 237
131 LATHROP BY
A30 THIS SHAL HAP
132 75
PARCEL J 216 221 224 229 232 236 73 74
133 LEGEND
76 129 (ATO BOUNDARY

LOT LINE OR RIGHT-OF-WAY UNE
PARCEL 3 217 218 219 220/225 226 1 227 228233 234 235
77 • - EASEMENT LINE
(44-M-142) 127 (11) 80 79

SHEET LIMIT LINE
(R3) 247 246 239 238
123 243 242
124 SHEET NUMBER
126
248 245 244 241 240 1A32| '81 82 - NOT A PART
125 122 83 WILL RESTRICTED ACOESS
PARCEL 9 121
120 PRIVATE STREET PARCEL NUMBER (SEE LIST BELOW FOR
(44-M-142) 84 STREET NAME)
(R3) ROARING SPRINGS STREET
119
115 88 85
116 87 PRIVATE STREET NAMES
118 OREEL LANE CANTON LANE (PARCEL
PARCEL 86 (PARCEL
BARCLAY LANE ALTMAN LANE.
89 90 STONEHURST LANE ESPRIT LANE (PARCEl

SAAC ELLIOT LANE (PARCEL COPPETT LANE (PARCE)

OATMRIGHT LANE LEDGESTONE LANE (PARCE
91 DELEIN LANE (PARCEL
ARISTOTLE LANE (PARCEL A6 (PARCEL UPSCONS LAME (PARCEL
114 DAVENSHIRE LANE WALTON LANE (PARCEL
(PARCEL,
/94 92 CHESTERFIELD LANE (PARCEL FORTUNE LANE

SANTORINI LANE EVENHURST LANE

LANTERN BAY CIRCIF BRADDOCK LANE ARLO LANE
93 (FUTURE) CARDY LANE ANDROS LANE

PARCEL G PARCEL F DRACONWOOD LANE MAGNATION LANE (PARCE

AVERY RANCH LANE INKER LANE

SORRENTO LANE MAYDELL LANE

IODEVORARI

GATHICK LANE BOYD LANE

AN DENIAMAM ANARYNA
HARTNETT LANE (PARCEL A17) ASHOREST LANE

BY SEPARATE DOCUMENT

1.148 ACRES* PARCEL 14
SEE NOTE 1 TRACT 4205 (R1) SHEET 4. OF 27
4 12 15 13 TRACT 4284
20 21

20.78% 3N1 107 2070 B RIVER ISLANDS - PHASE 2

20.79 N870115 41.58(i) 20.79

16.00 NO258'45'€ 2325 NeS 3708* 41.55(1) NO 23E 2325. N8026'11 W 41.58'(1) 093349 E VILLAGE 19 6 16.00
NO238 45'E 2325 41.58 N09'35 49°€ 23.25 41.58 A PORTION OF RANCHO EL PESCADERO, BENG A SUBOIVISION OF 22 PUE. & AE. - PUE. & AE PARCEL 15 OF ACT 4205 (44 H&P 95 - Na70115*W 8.79 11 - N66'37/00*W 8.79*- 19 TY OF LATHROP, SAN JOAQUIN COUNTY, CALIFOR -2.68 - Ne026't1* 875
2-260 AUGUST 2026
LOT INE. - 266° 20 80
258'— P.UE & AE PARCEL AI T80Z3E5E 8461) PARCEL 130
LOT LINE. GRAPHIC SCALE IN FEET Westwood
LOT LINE LOT URE LOT UNE P.UE & AE PARCEL A3
49 C 1'-40°
Phone (209) 571-1765 1165 Scente Drivo, Suite /
Modesto, CA 95350
westwoodps.com
Westwood Professional Services, Inc.

DETAIL FOR PARCEL A1 DETAIL FOR PARCEL AS
NOT TO SCALE DETAIL FOR PARCEL A3

HOT TO SCALI NOT TO SCALE

SEE DEAD

ON SHEET
PARCEL 17
TRACT 4205(1)
BRANTON AVENUE R2150.00' 4-3815'23" Lo1635.55'(т) PARCEL B 52.00 - -2-17058 L 644.7801-i) " 7,970 S.F.
826y

16.77 CHO PARcEL E
R-2038.00 21-2-502. 650508(77 87500'06 KIB),
R27
C16
NOS 40'OR"WER) C15 L R23 37' 37° - PARCEL. D
- R22 6,97
013 - R21
R=2086.00°4-14*19'33• L•521.56(T) C12 L R20 1z2 2277 Sr. 2.205 s.r. 27 C11 L R19 3,037
"A-1'00'46* L-38.00 L R18 2212Sr.

KILPATRICK AVE.

L R17 N161355°E 24303(CLINTXM4
3,885 5.г. 3,000 sr. N14°1355'E 117.52 N14*1356'E 117.00 4210125" L»750.76(-m) R12(R-2086.009 • R13 N14*1356'E 127.57(T) 4-200339 L-752.78 ARIS 2318 sr. 750.- L-L14 N60 2011W 02.06 STONEHL 36.12 26
5 2229 s.F. Lia 23
200°E 3.294 S.F.
2,614 S.F.
11605. No: 57 ON 72.98% 2,726 sr. PARCEL C
613 S.F.
4,908 SF. 2,025 sr. L19 25
A11- 37
N87O11SW 10007 36,000 2650 SF. N86*3702W 72.74 ATE STREET AY LANE 130.007 36.00 - N87'01"15'W 73.60 47.95
≤ 30,00 (PRIVATE STREET 41.SA

38.55 3,520 S.F. -Cв9
N07°0452W 3,43 Sr. ~ PARCEL A3
N07-0115W 9459 3,40855 = 50.98 -
L A29
4629 0-10•52'33 L-341.68 (M-M) R-1800.00 -11*1356•2-352.70(7 101.5617 4,185 SF.
2,435 S.F. AS3-

RAFFERTY AVENUE

10.16'-
-L29(R)(M-M)
PARCEL A1 J

2.404 SF. N80 5940W 218.83 155 161 168
.--
205I ENAC
154
PARCEL 9 N07:0852W 971.00 30.47 153
TRACT 4256 (R3) 156
PARITO EMATA WAY 162 167
PARCEL WARM BREEZE DRIVE SEE SHEET 10 NOTES
1o SEE DETAIL "C ON SHEET 12 FOR TYPICAL MONUMENT
SEE SHEET 9 SEE SHEETS 12 AND 13 FOR LINE & CURVE TABLES. SHEET 5. OF 27 43 5 - 260° NOTES TRACT 4284
N754604

20.79 RIVER ISLANDS - PHASE 2

16.00 7.25' ¿ SEE SET HONUENTATION NOTES: LEGEND, AND REFERICES.

N75'46'04*W 41.58'(T)
N7546'04*H 84.92(T) SEE DETAIL "C" ON SHEET 12 FOR TYPICAL MONUMENT PLACEMENT VILLAGE 19 44 ALONG ACCESS PARCELS.

41.58 4138(41 3054N 4. SEE SHEETS 12 AND 13 FOR LINE & CURVE TABLES.

P.U.E. & A.E. PASE AS LOT LINE" ITY CF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA - N75'46'04°W 8.79* -
AUGUST 2026
N7546'04*W B4.92(1)| 45
-2.66
LOT LINE 84.92(1 LOT UNE 16.00 17.25 Westwood
P.U.E. & AE N75:4604M
- 2.66° 46
NO147356'E hone (208) 671-1765 11edesto a Das, Sulta,
estwoodps.co/
DETAIL FOR PARCEL A6 Westwood Professional Services, Inc.

DETAIL FOR PARCELS A4 AND A5 NOT TO SCALE
NOT TO SCALE 20

GRAPHIC SCALE IN FEET
1'440
FE DETAIL. I BRANTON AVENUE
N SHEET 1:

R-2150.00
4-03815'23
N76460'W 126586M7.
4=17 10'58° $44.59 (M-M)
L911.78(4-00

PARCELE
6,481 S.F.

N75°4604W 596.27(T)
PARCEL -16.97 N75°4604°W 546.10'(T) 60' EV.A.E.

39.92 45.00 45.087 27.92 27.92 45.08 45.08 55.02 VIN 30.00% 30.00 46.25 45.25 36.00 72.75 31 гот- 5' P.UE--
PARCEL •C- 2,72 sr. E 2,72sr. 2178sr. 2,172 s.F. PARCEL A6 2,405 S.F. .53 SL29 LLL30 447-1 1,730 1231°s.F. 226' Sr.
22 i S.F.

COOLWATER WAY 2.769 Sr. 1
VIXN 10200572 305CLBIN 4,182 S.F. 2780 S.r. MAHAM LANE L 36.00* 002113.3566P1N (2.00221 3.935L.7IN L55-
L33 TN2S4608'W 69.00° N75 4600W 00.10 (PRIVATE STREET)
0096 46.25 L511 Г36.00
SEE SHEET 5 23 2,000 SF. 2.266 s.r. 3279 sr. DO 59L
ISAAC ELLIOTT LANE (PRIVATE STREET) 63.00 (PRIVATE STREET N75°4604'W 83.00 N754604W L40 N75°4604°W 90.10° 2914 sr 2 47

7.07 P.UE. 2,16
24 5897 30' 2.758 5r. 2622
37' 3,039 Sr. 5797 3,859 Sr.
37° H 20835
PARCEL D T1I00103L 46.25 N060 15001 7215.
610 S.F. 11 / 63.00 /LL \ 20.00
S20k40020l 4/1090011 SEATON AVENUE
PARCEL A4 PARCEL A5
RAFFERTY AVENUE 2,405 S.F. 9989 3.9S.CI.PIN 99'89
4-10'52'33" 2.405 S.F. 49 75*4604°W
• (=31168'(2-м) N7545007 40300/.M) I _55.00
SENECA FALLS LANE A 22sr 3
[ L 36.00% ALLAGE 22
ARISTOTLE LANE N75 4604W- TRACT 4215
(PRIVATE STREET) - 52.08' ARCEL E
Worms 3.990i5IN ACT 4205 IR
158 169 176 177 184
161 L 10 P.U.E.

PARCEL A24
PARCEL PARCEL A7 44.83
PARCEL 2,405 S.F. - ELLINGTON WAY
167 170 175 178 183
56 55 54
SEE SHEET 10 SEE SHEET 7
SHEET 6 OF 27
SEE SHEET 6 TRACT 4284
NOTES
RIVER ISLANDS - PHASE 2

1. SEFERENT FOR BASIS OF BEARINGS, LEGEND, AND VILLAGE 19

2. SEE DETAIL "C" ON SHEET 12 FOR TYPICAL MONUMENT $1
PLACEMENT ALONG ACCESS PARCELS. RAFFERTY AVENUE A PORNON OF RANCHO EL PESCAERO, BENG A SUBOISON OF

3. SEE SHEETS 12 AND 13 FOR LINE & CURVE TABLES. 49 50
= _ 55.00' ARCEL 15 OF
_1754507 0001 =o- PARCEL A7 2.405 S.F.
52 AUGUST 2026
37 ARISTOTLE LANE
| (PRIVATE STREET). Westwood
176 177 184 40.25 036.00
PARCEL A24 53
MONUMENTATION NOTES - 10' P.U.E
• FOUND STANDARD CITY OF LATHROP VONUWENT WELL STAVPE 55 Westwood Professional Services, Inc.

LS 8092* PER (R4 56 0085 2,448
CITY OF LATHROP WONUWENT WELL STAMPED 183 3,145
LS 0183 PER (1) S.F. 3.124 S.F.
(FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERT N75*4604 W 155,00' RADIAL OR PERPENOICULAR TO CENTERLINE 46.25 K600

1.17° BRASS DISK STAMPED "PLS 8092° PER (R4)
PROJECTION, CR PERPENDICULAR TO CENTERLINE, 57 3.956L.PIN 00:89 0089 - 120 182 • 1oв91 T 44.83°

1.17" BRASS DISK STAMPED "PLS 8092"
SEE SHEET 10 SENECA FALLS LANE PARCEL AB 2,405 S.F.

B I DAVENSHIRE LAN _ 36.00.

NG LOT UNE 5/0% 24 REBAR N/ PUSTIC PLUG PLS 80325 TESTS 39905HN & L (PRIVATE STREET) N75°4604 W
T SET 5/8" × 24" REBAR W/ PLASTIC PLUG "PLS 8092" FOR ALL REAR LOT 5-200° CORNERS (UNLESS OTHERWISE NOTED). SET 1.17* BRASS DISK STAMPED 46.25 -36.00. N7546'04°W 23.25' "PLS 8092* IN SIDEWALK 1.00° ON PROPERTY LINE PROJECTION FOR ALL 187 16.00 17.25 LOT. CORNERS ALONG STREETS. 42°
N7546'04* 84.92 (1)
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788 PER (R1) 63 L 44.03 2,448 N75 4604W
• DIMENSION POINT. NO MONUMENT SET. 9 LOT UNE
3,122 S.F.

P.UE. & AE.

N75*46'04W 165.00
MATCH LINE 46.25 36.00 72.75
186
WANDERING CREEK WAY 3,197
$ 16.00' 17.25
PARCEL AC 2,405 S.F. 66 B.9SCLVIN 00-83 N75-4604°W N75'45'04°N 23.25 72• 71 70 65 -2660
3,146 149
185 30' S.F E 1485
S.F.
237 N72*1503 W 157,00

48.83 36.10° 46=50 | 3000

72.76 CHESTERFIELD LANE DETAIL FOR PAD SAD THROUGH AS
30° TN75*4604°W_

27.00 WANDERING CREEK WAY 8/020 (PRIVATE STREET) 52.08
SENECA FALLS LANE 73 74 3,911 S.F.
236 N22Or50E 2203'E 488.60(MM-M) C25- (36.00 7)
3209 2,627 0-N7480V
-16 1900° L-293.32 75
C27 72
SEE SHEET 11 N75*46'04 W
SANTORIN LANE 5205=8 3278 306° SE N6735°07 W 34.32(1)

61.31 867 - N72 1503W 157,69
Re 1030.00 48.73 36.07
R69 7289 PARE NE
172280,
73 74 75
2,406 S.F. 122 0453-

74.54 MATCH LINE
238 1 16.00"
1573507422320

1.176 Sr.
81 82 83 DETAL FOND ORCELAID
SEE SHEET 8
SHEET 7 OF 27
2,9SSLHN 4-15 26'05• R=87.00 TRACT 4284
L10KE)- RIVER ISLANDS - PHASE 2
г267 R=65.50
LOT LINE 4-95•35'35 VILLAGE 19
373 300 18927003255
- 267.

Tore 1 N67$5'07W A PORTION OF RANCHO EL PESCADERO, BEING A SUBCIMSION OF

3.95SL7IN 110 PARCEL 15 OF TRACT 4205

QTY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
• N7546'04*W 8.79 3,9S,ZE.0CN

41.58% PARCEL

1.0091 5282 3965 LAN PUE & AE N502427 GRAPHIC SCALE IN FEET 3,99 SLIN A15
PUE. & AE N82°5508°E 18464 185.64(E) Westwood
N7546'04 N 41.58(1) 15' SD.E. 111
SEE SHEET 7

16.00° Phone (209) 571-1705 1165 Scenle Drivo, Sulta 4

20.79' NS9 27 04*W 23.25 1725 C53- Modesto, CA 95350
JE. 3A 102 % DETAILA wotwooaps.com
1 = 20* WANDERING CREEK WAY

48.56 36.09 81:60°
- R70 N63'3434 W 166.25
DETAIL FOR PARCELS A13 AND A14 DETAIL FOR PARCELS A11 AND A12 NOT TO SCALE ING5'52'52"MR)
NOT TO SCALE 1C31 4,168 Sr.

NOTES 4=015'33'02" L-27141(-v) L-284.78 (7) '3.212 .r. N30*3256'E 71.35 82 N30°32 SE SEE SHEET 11 2,615 NS9*27011
PARCEL 235 N5909'15 V/8)
AND 13 FOR LINE AND CURVE TABLES
12 FOR TYPICAL MONUMENT PLACEMENT ALONG ACCESS PARCELS. 240 To же f0. 40 235 2988

36.00) s.F.
241 BRADDOCK LANE
SHEET OF THIS FINAL MAP. AS LANTERN BAY CROE. SAD IRREVOCABLE OFFER OF DEDICATICI PARCEL (PRIVATE STREET) NS927013 OR FIGHT-OF-WAY PURPOSES IS NOT CEDICATED HEREON, BUT CONVEYED TO THE CITY OF аза винни 60.21- N552147 MR LATHROP BY. SEPARATE INSTRUMENT CONCURRENTLY WITH THE FLING OF THIS FINAL MAP. 12023000 I PARCEL| ROARING SPRINGS STREET PARCEL A11 2405 SF. To PuE is a 81 _R-850.008-29124 L-433.25(4-40) _ PARCEL A13 1e 240sr. 9g
2,405 SF. pass. a 210
N76460+W 47031(M-M) NS 2700W NS1'3415 (R)
FE. DESA SHEE TTTT 88.97TTT E 3,156Sr.

PARCEL A14 N75'46'04*% 346.46'(1) 20.001 PARCEL 21 SEATON AVENUE 10' PUE. 30°
2,405 S.F. ITTTTT 68.00 TT 112» 70.77 TRACT 4205
4,566 S.F.

PARCEL A15 TTTT 68.00TTTT 5z91 N30-5256°E 29438(1) (R1) 3,996 S.F. 3,49 5.г. SENECA FALLS LANE \4846'48 M(R)
TTTT 68.001T N76*4604W 99.43 7.21°-
R=65.50° 103
PARCEL I 3.145 S.F. 68.00 96
5,123 S.F. 17546016 NIT 00OM 00997 3,354 S.F.
3,145 SF. - N254604W

68.00 101 N7S-(606'W 87.80; 3,300 S.F.

N7S 4608W 2,448 S.F.: 0622367 3 117050
115

69.00 104 68.00 97
SEE SHEET 9 2.448 S.F. N764604W- -N59'270/W
109 N754604'W - 4,369 S.F., 73.27
116 15' SDE. -68.00 88.06,T7
2,448 Si PARCEL A12 1,595 SF.
1754604V : 3,348 S.F.n 2,995 sr.

68.00 5' P.U.C. -
117 99 CARDY LANE (PRIVATE STREET)
5 N592704°
108 2,713 3,063 S.F. 5.70
0,041 sr. 3,155 S.F. 26.76
3958L3 2231 108 9 ГАЗ
11475 3.10TL - 871 55.62
C104 C49
В 13г. C52 R-1050.00° d-44°58*57• L-824.35°Т) 7.32- - R6 /calV6-3-5253 L-71.47 5.03'- A 20 EVAE. R73 - R3S
R74 - A63 R7
2-252029* L-464.40 -30.01 3-44746 2-87.8 - R9 L=55.60:

R75 - PARCEL G 343(1) - A-3'05's"
m30'5256* L=549,78(u-W) -R-1020.004-48°1056• (-857.76(7) L RIO PARITO EMATA WAY CБ6 2,355 S.F.
114 LANTERN BAY CIRCLE (FUTURE) L84-
1969 5,012 S.F. R=1055.00 PARCEL F- TA-D 4159° L=19048 - CST
R77 1=05S6
/15.28 R-990.00° 4-44•37:03 L=770.93 455 'S.F - R34
Lo477.73(T) =
г9.в4 ГR39. С58
L101(T) - R18
VILLAGE 14
• IRREVOCABLE OFFER TRACT 4205 R36 N432610 E(R)

DEDICATION CONVEYED
063 (R)
SEE NOTE 6

SEE DETAILE
ON SHEET 10 SHEET 8 OF 27
PARCEL 17 TRACT 4284
16 RIVER ISLANDS - PHASE 2
N8235'08°E 23.25 VILLAGE 19

16.00 PARCEL RAFFERTY AVENUE 1.75 RUE. & AL A PORTION OF RANCHO EL PESCADERO, BENG A SUBDISION OF 20,79 NO70+52E 11.58 CITY OF A PROSA NOT COU CAME ASTORSIA .1800.0 -17836-2-1015109 9915844M & AE Maz o8 8192
AUGUST 2026

LOT UNE
-L29(R)(M-M) Westwood
- N86 5940W 218.85 N070452°€ 50.18(1) I LOT LINE 16.00 267 PARCEL ARO - 267 125) N8255'08'€ 23.25 on (208) 5711765- 1165 Scenie Drive, Su PARCEL A20 esto, CA 9
westwoodps.com
1,874 SF. N86'5940W 158.95(1) Westwood Professional Services, Inc

20.02 153 LOT LINE 148
C107- DETAIL FOR PARCELS A17 THROUGH A1
152 - 1825509°28791

3.565 S.F. 2.66 41.56 DT TO SCA
5-10,16 87.5 16.00
ESPRIT N82'S508'E "PUE. & KE.
151 (PRIVATE STREET) 80.08 "'PUET- NO7O4S2W
4,100 SF. R-1000.00 4100512 L-176.04 (M-M- | PARCEL A21 N255 05 41.58(1) 20,18 LANE 147 151
_ 3,716 S.F. L0106 T
N32-S508'E R=1030.00* 4-8-20°07 149 MATCH LINE 30'

PARCEL J
WARM BREEZE DRIVE 160

16.25 28.11 DETAIL FOR SARCEL A20 N82350 18600, 64.00
· 1215 149 N07 04527
2,172 S.F.

45.08 9985 г. 13.75
2,998 30-
NOTOSSEW 2,860
29, ST 13.75 N82'S508°E 64.00
145 2.15- 28.92 45.83 392.66(1)
070452W 67.00- 214 1682:55007 PARCEL WARM BREEZE DRIVE
2,860 S.F. 2,504 F5121 46.255 SEE SHEET 11

45.831 36.00 J PRIATE STREET DO
ALTMAN LANE SEE SHEET 10 2217 Sr. 96.00 7 2110 -I PUE 17- (PRIVATE STREET) 18.25 PARCEL A28 45.08
1e2217Sr. Fire 2,405 S.F. _PARCEL A19 Na2S508°E
30' 35.00* 64.00 · 2980Sr.1
N82°5508'E 30.0
59,09' 62009
140
209

46.25 36.00

73.75 30'
N07OFS2W 981.16m7 Rey 289% 73.75 N82650B'E 165.00T JIII - R43 PARITO EMATA WAY 2,405 S.F. WANDERING CREEK WAY - R42
470.31(M-M)
• RAB C102MM LO N75 4504
NO7°0852W 971.00 PARITO EMATA WAY 0852381160 R=65.50
PARCEL 9 ROARING SPRINGS STREET
TRACT 4256 (R3 N07-0852W 971.00 300-7/2100
PARCEL 9
PARCEL H TRACT 4256(3) 1,1195.r.
8,253 S.F.

EE DETAIL. A16 Te 2219s. 3) 14890
30'
N SHEET 1: WESE 164017550E -

15.25 -PARCELI
2,860 S.F.
36,.00% SORRENTO LANE (PRIVATE STREET) 5,123 S.F.

13.75 73.76 N82 5508'E 16600 20 40
111
MATCH LINE GRAPHIC SCAFE IN FEET 1 1112
30-
NOTES 30% SEE SHEET 8
69857 114
SHEET 9 OF 27
155 213
3,95,ELH10N 3.95,SL$ION TRACT 4284
N3301 5. Г11.42 837501W 2325 00 20.79'

16.00° L85 BY 2 3N0 16.00 7.25 N7546'04 ₩ 41.58(1) RIVER ISLANDS - PHASE 2 ELET LOT UNE 1 LOT LE 00gl VILLAGE 19
33 156 268°2 212 N01413'56*E 16.00 (T)
~ 266' 209.9% SOM 41.58
N934301*W 109.85(1) N8313'01*W 49.35(t) nid. A PORTION, OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF NO6'46'S9°E P.UE. & AE (1.00 PARCEL 15 OF TRACT 4205 (44 M&P 95). - N7546'04*W 879° TOT UNE - N7546'04°W 8.79

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
PADE & 2 41.58 PARCEL: A20
PUE & AE DUE. & AF 1648.3 211 AUGUST 2026
(1),009, 3,SS,ELHION 267'—,
N831501'W 49.35'(t) (7.25 BRANTON ® AVENUE LOT LINE

16.00 16.00' P.UE. & AE Westwood
87301 N7546'04°W 41.58'(T) (1),0091 N837301*W 23.25'(T)

20.79"
12070 SEE DETAIL I
15-5,47 1147356'E 209) 571-1765 1165 Scenic Orio, Sulte A L- 266 210 ON SHEET 11
158 Modesto, CA 95350
westwoodps.com
DETAIL FOR PARCEL 2 DETAIL FOR PARCEL A28 COOLWATER WAY Westwood Professional Services, Inc.

DETAIL FOR PARCELS A22 THROUGH A24 NOT TO SCALE N14º1356*E 249.03 (CL INTX-M) DETAIL FOR PARCELS A25 THROUGH A27.

NOT TO SCALE NOT TO SCALE
SEE SHEET 6
24 SEE SHEET 5 17 197.03 (M-8) _25 33 10_
SEE SHEET 5 RAFFERTY AVENUE
0060098 - 4 294.101 - _ 55.00'
N754606W 400.08(M-M) PARCEL. A24
PARCELA22 - R62 _PARCEL A23 2,465 S.F.
2,462 S.F. ( 2,465 SF.

N86*5940 21883- R58 - 1, c. рт.:720046/20:20484
L20(R)(M-M)
1079 I 3,038.г.

ANE 3,1028 3,105 5 г. 4.151 S.F.

L150
PARITO EMATA WAY N83 1301W 71.82 * N754604
L138 L139
• RS5 154 L132 63.00 (PRIVATE STREET)
$ 3,177 S.F. PRIVATE STREET
1,095 9.r. EDGESTONE I 2260 Sr. 175 10090° 183 -L151
152 PARCEL A21 2.268 5.F. 2,268 S.F 00 35 2,268 S.F.
2,268 2,916 S.F.
2,873 SF. N75*4604W N75°4604 W

44.50 L140 .L145
L133 81.00
COPPETTLANE 166

2.7171 - 2759 5г. 179
(PRIVATE STREET) 2,090 2,759 S.F. Mores! 3. 2239-
C0.93 S.F.
147 183130-2. 100,74 11901=
SEE SHEET 9 RS7 60.03
Tie PuE 164 is Stop! 173
S192 09-77 9025
3 131650 г. 158 2672 2172 29SShPl
3,305 SF.
110: 87.05 45.08 27.92 27.92 45.08 45.08• 27.92 / 27.92 45.08 45.08 45.92 109.59 N75 4604W 456.00(1)
It 847 40.36

48.19 75.00 99 c2
83°1301W 175.59 CELSIN 189 5972 BOSS.CHPIN
N831301 206 14 12 5. 2,172
146 2,172 SE. E 2725F. 1 2,725F. 49
30- Fir pure 60.27 SLaL
• за SIZL L4105 g 141605 FALLIBIZ 14160
12078F. 1557
212 198 195 190
2735 SC. 12769 Sr. 2759 SE. N 4,068 S.F.
1189= 2,759 S.F. | 2,759 S.F.
2,067 S.F. PARCEL A28_ • 61.63 - 63.00 63.00 -N25*4604W 63.00 - 81.00 олом CBB - S03 1301E N75'4604 W 75*4604W 62 00
1 (PRIVATE STREET) 009c 0090 - 0098-
207 RST LANE 202 2,20 5.г. 186
- 2489 5г. 2268 Sr. HURST LANE 2268 sr. 2.268 S.F. 2916 SF 1754604W (PRIVATE STREET) N75°4604°W N75°4G04°W WALTON LANE PRIVATE STREET -L152 80| 139 WARM BREEZE DRIVE
20 120 63.00 63.00 63.00 63.00 81.00
GRAPHIC SCALE IN FEET NOs 4659 E 30'
1240 8, 201° SP. 5295 2819 5r. 18) 185
3518 SE. 3,896 SF.

NOTES NOS 3113*E(R)
0000000110300 L L11 63.00 11/1 11 1 1 63.00 20007. 6800 1

1. SEE SHEET 3 FOR BASIS OF BEARINGS, LEGEND, AND 274. 75*4604°W 433,691 138 7704T 30'
SPEARSE L-104.6r(T) PARCEL A27 PARCEL A26 WANDERING CREEK WAY PARCEL A25 139532 E(R) 2.465 SF. 2,465 S.F. 2165 SE. 025
PLACENT A G AES PARE SPICAL MONUMEN N75°4604W 468.60 (M-M) R-500.00°2610*3342 L=144.63 (M-M) - R48
SEE SHEET 12 AND 13 FOR LINE & CURVE TABLES
SEE SHEET 11 SHEET 10 OF 27
239 238 INE

3.9S,ELFION 20.79 E TRACT 4284
(1) 26'78 3.99.ELHION 20.79 20.79 20.79'
N7546'04°W 41.58'(T) N7546'04°W 41.58'(T) RIVER ISLANDS - PHASE 2 399,CLH10X VILLAGE 19
LOT LINE LOT LINE LOT UNE LOT UNE 0091 9S SLON NO1473'SS'E 23.25'(T) 009 009L

2.67 2.66' .41.58' 41.58*
240 A PORTION OF RANCHO EL PESCADERO, BEING A SUBDISION OF (1),0091 P.U.E. & AE. P.U.E. & A.E. PARCEL 15 OF 4205 H&P TE MAKE ON 873" - N75'46'04*w 8.79* N75'46'04*W 8.79 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA - N7546'04°W 8.79

41.58 41.58'
SEEZ 3.95, ELYION P.U.E. & AE. 3.99,ELFION P.UE. & AE -N1413'56*€ 9.42 AUGUST 2026 233 235 NO1473'56'€ 23.25'(T) 11413'56°€ 9.42'— N1413'56'E 942→ - N147356°E 9:42 95,5 LH 009l P.UE. & AE..

LOT LINE LOT LINE LOT LINE LOT LINE Westwood
N7546'04°W 41.58'(T) N7546'04*W 41.58'(1) ROARING SPRINGS STREET ROARING SPRINGS STREET

20.79 20.79* 20.79*

20.78 5l DETAIL FOR PARCEL A32 DETAIL FOR PARCELS A33 AND A34 on 209 1-1765 Metest CaSua 234 # NOT TO SCALE NOT TO SCALE estwoodps.co
Westwood Professional Services, Inc.

DETAIL FORD SACEL A31. DETAIL FOR POO SLSA29 AND ABO
SEE SHEET 10
208 201 200 193 192 185฿ 30 i
210
209
TITLI
30'
138 WANDERING CREEK WAY
C25—
N75*4004"W 488.60(M-M)
- R48 R-500.00 8-1619842 L-14.53 -
1 PARCEL A29 PARCEL A30 PARCEL A31L H750006"L(R)
N0525'57E(R), MI333 32E(R), 2,405 S.F. 2,405 S.F.
2405S. N7S°4604'W 431.21(T)

63.00 TTT 163.00 TT 2000 1 62001111/111 6300 T 61.74, ПТ L-66.60' Lco1
- R52
230 229 222 52 S* 221 3,564 S.r.
1N070452W 2,914 S.F. 2,914 S.F. 2,914 SS. 2,914 S.F.
131 093-
12,37 E N754604W N75°46'04°W, 73.01 SEE SHEET 7

63.00 N/5400 63.00 03.00° 63.00 759463017 L 2103(R)

3.B0.9L.NIN (PRIVATE STREET, PRIVATE STREET) PRIVATE STREET; N82'5508E 0096 220 г. 7 220 INKER LANE 73

12.00 1-10 P.U.E. 2,268 5F. 2,206 SP. 2,268 S.F. 2559 S.F. 2,268 .S.F.

N07-0F52-W 38266(1) PARCEL J 63.00° N75*4603W N75 4604W- N75 4604W N75:4604 W N75°4604 W SEE SHEET 9 26751

8.756 63.00 63.00% -63.00 63.00° 68.94
130 (NOTOR
235 224 219 ) N687258m8)
2,759 S.F., 3.SSS1.PIN 2289 r. 2,759 S.F. 2,759 S.F.J.
202150 WARM BREEZE DRIVE PARCEL K SLUL 117013 = 54182 9-958.00 048373011 SENECA FALLS LANE 217 •4*2.
4,943 SF.

E a 2172 Sr. 8 2172SE. SS.E 4 228. 10'

3.95 2,172 S.F. 2,172 S.F. 86349'01 MYR)
-9,43%
N75°46*04°W 459.28'(T) 80
12700 27.92 45.06 45.08 27.92 27.92 45.08 27.92 27.92 45.08 66.45 123
3S0S19IN 9SSIOIN 2,22 .. 8 2,172
2,172 S.F. S.F. 358 S.F
248 "L189 -
L135(R) 3,184 PUSE 604549M(8)
244 240.

N21'03'50 E(R) 2,21 г. 9316455. 3124 sr. 3,184 S.F. 81
CHIMAN
122 R45 LAW 4035 11 6200 11N 1111 63.00
20 PARCEL A34 PARCEL A32 PARCEL A32 MAYDELL LANE 30→
GRAPHIC SCALE IN FEET R42 895 S.F. 895 S.F. ROARING SPRINGS STREET 895 S.F. 9'=40 SEE SHEET 8
• 7594604470.37

NOTES ASHCREST LANE BOYD LANE

1. SEE SHEET 3 FOR BASS OF BEARINGS, LEGEND, AND (PRIVATE STREET) (PRIVATE STREET) 23436(7 -
SEE SHEET 7 NONUMENTATION NOTES.
88 110 103 102 95
SEE SHEET 8 SHEET 11 oF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 5 THROUGH 11 TRACT 4284
LINE TABLE LINE TABLE LINE TABLE LINE TABLE RIVER ISLANDS - PHASE 2 DIRECTION LENGTH DIRECTION LENGTH LINE D DIRECTION LENGTH CATS Di DIRECTION LENOTH LINE : DIRECTION LENGTH VILLAGE 19 S25845 W 84.86 5141356W 84.92 24.29 N82°S5C8°E 84.92 575 450rE 24.29 5275045 84.87 L42 5141356 64.92 24.29 L122 S825509 24.29 L162 514356% 84.92 146 0736€ 35.01* N75:46(4 63.00 1337589 34.79 L123 N2 5505°E 24.29 84.92 N46°0736°€ 35.01° N14°13'56°E 44.83 NAS 1€16'€ 30.17 L124 N7 0432 vr- 30.15 N75*46'04W 24.29 AUGUST 2026 E
N2'5845°€ 44.85 875 4604W 24.25 NAS 1416€ 30.18 L125 N7 0652W 50.18 L165 S754604°E 24.29 Westwood
8701157 24.29 32.05 M2236341 29.30 L126 N42°255W 34.84 L165 58233087 895 N2°5845°€ • 54.43 N75'4504W 24.29 N14*1356°€ 84.92 L127 N73435E 36.53 L167 N53 13017% 49.35 1 37:015W 24.29 N14°1356'E 44.83 N14*1356°E 84.92 L128 NG 4559'€ 24.29 L168 N83 1301W 49.35 N2 5645E 48.56 N59°1356°E 35.36 V75*45047 24.28 L129 NS°4659'E 24.29 L169 24.29 Westwood Professional Services, Inc.

N87'0115 73.60 N75 4604 W 81.8Z N14*1356 E 69.15° L130 N14°1356°8 87.57 L170 56*4659W 24.29 g S3221 86.20 1754(4 24.92 N14*1356'E 67.53 L131 N14h1356E 87.85 50255057 8.95 TYPICAL MONUMENTS FOR ALL LOTS AND l
83*2251'W. 86.60° N14°1356°E 63.00 N14*1356°E 53.61* L132 N75 4604W 63.00 N14"1356'€ 84.82

ACCESS PARCELS
N3 2251E 47.54 N75*4604°W 44.83 24.29 'L133 17534604% 63.00 L173 N14°1356°E 84.92

24.28 N14°1356'€ 84.92 L134 175:4604% 24.29 L174 S7545042 24.29 2667 1037037 24.29
N3 2251E 53.85 754604 W 52.08 N14*1356°E 84.92 L135 N79 2804€ 12.00 L175 N/3:46047 2429° N8255'08°E 2325 L16 1863709W 24.29 N14*1356'6 24.29 N75 450W 2428 L135 N75*4604W 24.29 L176 N14°13'56°E 84.92 PARCEL A N32251E 44.67 N75°4604 44.85- 5754604*E 24.28 L137 N754504 63.00 L177 N14*1356°E 84.92 10637099 76.87 N14°1358°E 63.00° S14*1356W 16.60 L 138 N5:4(4 63.00 LIA N/340097 45.0 119 1:3709W 74.55 N7546(4 34.92 L99 5141358W 14.82 L139 N7546C4W 63.00 $7546orE 24.23 41.58 LOT LAN. DISTANCE PUE. & AE
S9°3349 84.92 N7546(4 04.32 L100 N14°135G'E 5.74 L140 754604 63.00 L180 N149135610 84.92 093393 79 39.94 119 1320 24.29 L101 N47°5506°W 32.73 L141 N14°1356'€ 87.92 L181 N14*1350€ 84.92 20 10 20 207-13 DISTANCE VARIES ~ -DISTANCE VARIES
730393 C 99.09 N14'1356°E 2429 L102 12.22 L142 N14*1356°C 87.92 8734909 24.29 10320117 24.29 N75*4604W 84.92 L103 N77*3555 E 10.84 L143 N794604 24.29 12.00 117 LOT LINE & LOT LAE N9°3349°6 63.27 N754604°W 84.92 L104 N50*2421'E 13.51 L144 N7546(4 24.28 L184 N62*16'55W 12.00 DISTANCE VARES → -DISTANCE VARES 8'2611 24.29 N14°1358°E 2929 L105 S16*1735'E 12.33 L145 N754504 63.00 L185 S75*4604'E 24.29 LOT UNE. D -LOT LAE DETAIL FOR PARCEL A16
Nº3349°€ 49.17 N14°1356E 24.29 L10S NI2°5508'E 83.76 L148 N14"1358'E 87.92 754604W 24.29

87.92 10 03503 DETAIL C
N31 3720W 33.00 N75*4604°W 84.92 N62 5508°€ 83.47 L147 N14 1356₴ L187 375*4604'E 24.29

NOT TO SCALE
NS8°C615'E 34.65 84.92 L108 N7°0452 W 24.29 L148 575*4604°E 24.29 N75: 4604½ 24.29 N3°0020°€ 22.77 N14°1356°E 24.29 L109 24.29 L149 N7546(4 24.28 L189 5754601'E 24.29 M30+4604W 35.36 14°1356E 24.29 L110 NI2°55C8'E 04.9% L150 N14°1356°6 14.50 L190 N73'3102°E 34.05 14350W 84.92 84.92 L111 Ne2 5508°€ 84.92 L151 N75:4604 12.00

0.17(M-CL (M-CLINTX) -
51413567 84.92 N7:S507% 85.05 L112 24.28 L152 NS 4659°E 63.00 L153 N14'1356E 13.50 N75*4604'W 1255.85'(1)

83.00 S22:0453 24.29 L113 57ONS2E 24.29
N59*13'56'E 35.36 N22°0453°E 24.29 L114 N82°5509°E 81.92 L154 S1435W 84.92

52.00~
N14°13'56'E 44.83 N59'2704 W 84.92 6113 24.29 L1SS 31413298 84.92 BRANTON AVENUE N75*4604 W 24.29 84.92 L116 570452'€ 24.28 L156 754604W " 24.29 491356'E 52.05 530325677 24.29 L117 Nº2'S508'E 84.92 L157 S754604E 24.29 N75504 59627(1).

0.17 MI 6200

44.83 24.29 L116 N$2'5508°E 84.92 L159 S14*1356 W 84.92 N75:46047 24.29 4441 L119 N7^0452°W 24.29 L159 514*1356W 84.92 175'4604W 63.00 N59'2704°W 44.42 4120 570452°€ 24.28 N/3400877 24.29 219.03(CL (CLINTX-M) DEALE
SHEET 12 OF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 5 THROUGH 11 TRACT 4284
CURVE TABLE CURVE TABLE CURVE TABLE RADIAL BEARINGS RADIAL GEARINU: RADIAL BEARINGS RIVER ISLANDS - PHASE 2 DELTA LENGTH CURVER RADIUS LENGTH CURVE • RADIUS || DELTA LENGTH LINE • DIRECTION LINER DIRECTION LINE • DIRECTION VILLAGE 19

2.00° 90°0000* 1055.00| 1'1327 22.55 1770.00 2022/ 63.05 N19°4332'E N1*1205'W 5093421E

2.00° 90-0000 1020.00 3°22367 60.15 1770.00 20.00 N21*3128'E R42 N76*1047°€ 5894533°€

25.00 53°1228 23.22 1055.00 5°06'207 $4.01° 1770.00 0°28'59 14.93 N24 0001E N85 3634W

35.00° 53*1228* 32.50 1020.00 140436 250.60 530.00 23543° 24.02 N26°2942°E Nº0 1645€ AUGUST 2026

27.00 20*2025 1050.00 25731 71.28 1°629 09° R45 78: 04093E

37.00 42°4024 27.56 1050.00 254'28 53.28 530.00 1'002%* N°6°4635°E R4G N88:4445W Westwood 2036.00 0'5120* 31.14 1055.00 0*16'54 5.18 30.00 13*5154° N322105 E N93 2658E 2086.00° 45.15 1055.00 2'29'40 45.93 50.00 13'51'53 12.10 N32 0422E R48 N2*1946 W 2086.00' 1°9420 1055.00 2'2834 45.59 1800.00 02103- 11.02 N37 1042E N2°S525E Westrood Protessional Services, Inc 2086.00' 1°03'29 370.00 2'0206° 34.45 470.00 8°4758 72.18 HIO N37 0934°E N5 2557E 2086.00 1°03'20° 38.43 1055.00 14737 33.02 470.00 0*4025 5.52 N60 1449W 2086.00 1914'19 45.09 1055.00° 2°2703 45.13 970.00 0*4242° 12.05 N1'2886W N713707W 2096.00' 1'14'22 45.13 1055.001 22655 45.09 858.00 0*3026 02393153 N13'5253'E 2096.00' 1*1625 1055.00 32.95 358.00г 36.23 N1*1200 W N4 4952€ C1S 2086.00 1°0023 1055.00 21606 41.77 958.00 1*3206* 25.67 NO 3735W 9/0010 C16 2086.00' 191418 45.08 1055.00 2°40'09 49.15 970.00 2'0206° 34.45 NO35495 N88'2634°E 2036.00 1*14'19° 45.09 1055.00 22506° 44.53 12:00 63*5013 13.37 N1°5109€ N87-1449°E C18 1*3034 54.95 400.00 S6.2T 16.00 04729 816 N25438₴ HSt 618 11299 38.37 87,00 15°2605 23.44 12.00 57°0019 11.94 R19 N3º5758'E N7-3230°E 1830.00 0°3735 20.00 30.00 722808 37.9г C100 770.00 1*2355 18.78 N5°1217E N11*0339E 1830.00 2°1400 71,30 50.00 72°2806° 63.26 C101 758.00 3'2704° 45.65 Nº 2639E N3°4457

69.76 050.00 C102 500.00 16°3942 146.53 N7°4304°E IS 06060

20.00 56.15 C103 G85.00* 2°1259* 26.50 Nº*S127E N29'2337€

67.06 87.00 3°4536 C104 1055.00 14756 33.12 N10°0545E
N04'444:
1000.00 0°4558 13.37 65.50 10°01:50 C105 1030.00 3°2633 61.85* N11º2004E 833°1749° 1030.00° 65.50 19*3442 2238 C10S 1030.00 | 4*0359* 73.10° N123123₴ N753910W W(R) 1030.00° 3°4718° 68.10 65.50° 20.05 G107 1030.00 04936* 14,05 N12°5038°E N71 5152W

65.50 4.01° N4º1225°€ 690459W
34003

LANTERN BAY CIRCLE (FUTURE)
1°0645 20.00' 87.00 14°0641 21.43 N45000'E N$6'5914W
1030.00 3'4721° 68.12 C70 2*3823 30.24 N7C400°6
1030.00' 34349° 67.06 5 6°4421 34.03 NS'1501E S17h535W
8°06'44 Nº*5235'E N15'2552°€
685.00 1931'02 18.T C72 70.00 393

50.00 7*19'19 N11*5836€ S13t0157W
385.00 34608 45.23 C73
635.00 3*4619 45.09 970.00 8°04'42° 136.76 N40 0334°E N11*1437E 685.00 394852° 45.60 970.00 2*3316 43.25 N40°1412°E S8'5930W 685.00 3'4437° 44.76 970.00 1'1145 20.25 N39 5217E NS 1821'E 685.00 3'4626° 64.29 N29'2135 E 53*5315 W

45.12 970.00 54700

45.34 8.98* N1°08'40E R78 N73:1852E
685.00 34732 970.60
685.00 2°4727 33.37 C79 1770.00 1°1612 39.24 NO 4955°€ R79 5890712'E 2098.00' 1°4233 62.58 1770.00 1°2626" 44.50 N1°3121W Nº6'2141€ R. 1055.00 0-25-564 037229111 107 105 99 97
PARCEL -15.28
113
= 8-252025 1=164.10
LANTERN BAY CIRCLE (FUTURE) R.1050.00°4-48*5057- La824.35177

PARCEL G-
-N47'5505°W 7.61 2,355 S.F. N73'3102'E 7.32

DETAL D
ROV SHEET 8
(1*=30) SHEET 13 OF 27
ROARING SPRINGS STREET TRACT 4284
RIVER ISLANDS - PHASE 2

20.00 VILLAGE 19
N7546'04*V 346.44'(T)

A PORTION OF RANCHO EL PESCADERO, BEING A SUBOISION OF
PARCEL 15 OF. TRACT 4205(44 M&P 95)

ITY OF LATHROP, SAN JOAQUIN COUNTY, CALFORNI
AUGUST 2026
95 620t Westwood
Phone (209) 571-1765 1165 Scenic Drive, Sulte A
Modesto, CA 95350
~N7546'O4*₩ 6.00 Westwood Professional Services, Inc.
102
-N147356°E 2.71*
-N75'46'04*W 8.00
N1473'56°€ 3.25'
N7546'04*W 6.00°-
N1413'56'E 2.71* N14'1356'€ 8492(1) P.U.E.

N1413'56*E 4.25
N75'46°O(*W 8.00*
115-1 5 10
N1413'56'E 3.25- P.U.E. N754606

GRAPHIC SCALE IN FEET
PARCEL + 102735°C
1200 96
MATISE 1020—d QUE DAE)
-N7546'04°N 2.46'
101 -N7546'04*₩ 2.00
N1475'56°€ 2.30 MONUMENTATION NOTES
N7546'04*W 3.00- N7546*06'N 24.35 F--N147556°E 3.25 • LS 788 PER (TY OF LATHROP MONUMENT WAL, STANPEO N147556'E 2.20'— 1754601°% 10.00°
N75460/N7400_ 147356°E 147 SET B02 PER OF LATHROP MONUMENT MEL STAMPED

15.54. X FOUND 1.00° WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY

8.78 INE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERUNE P.U.E .17° BRASS DISK STAMPED *PLS 7786* PER (R1)
17546°05% 24.35 N141356€
po9
97 INSHOT 18S 030E 325 12.00
N1413'56'E 1.41' 5546065
N75-46'04*V 41.58'(1) 14.787 478)
25460W2106-1
100 NI47356'E 5.001
P.U.E N241538'E 20.09 N754604 325 N7546'04'%. 325
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788" PER (Rt)
| W254E00M NESE 2008
• DIMENSION POINT. NO MONUWENT SET.
754601478-7 L N7546'05% 4.79
5114357E 5.000 NOTES
98 HE BIE NO FOR USE AND CUAN ALSO, AND REFERENIES
N75 46'03* 3.25 L N7546'03 ₩ 3.25
SEE DETAL C ON SHEET 12 FOR TYPICAL DIMENSIONS OF LOTS
AND ACCESS PARCELS.

4. ALL LINES SHORN IN P.U.ES AND AES ARE PERPENDICULAR

99. UNLESS OTHERWISE SHOWN.

SHEET 14 OF 27
13 TRACT 4284
21 130%. RIVER ISLANDS - PHASE 2
5 20.791 VILLAGE 19
No298 45°€, 16.00 20.79

16.00 NO32251 E N8026 11*# 41.58(1)
NO25845E 16.00 NOSZ251E 16.00 NO9 3349°€ 16.00' 16.00$ N09'3349°E PULE SO 41.58 22
P.UE & AE
- N802511*N 8.73 AUGUST 2026
- 2.66
GRAPHIC SCALE IN FEET Westwood

LOT LNE
PARCEL A2 1'=20
PARCEL A1 PARCEL A3 N09'3349'€ 84.92(1) hone (209) 571-1765 1165 Scenla Drivo, Suite / NOS 2251°€ 88.20'(1) N09'3549°E 84.92(1) Madata CA9
weswooue corr
Westwood Professional Services, Inc.
(NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE)
21 20
302614.79- N3026'11°H 4.79'
N8O'26'11"W 3.25'- г 80261 / 325°
NO9 33'48°€
13 N8026117 325 [ 80261118 325 -N09'3348°E 5.00 13.00
22 12 19530 325 1 853700 325 NO93349'E 13.00'→ U3S n
N863708 478- 37037231 NO32251E 5.00'→ 1L-10sz250E 1300° THE 1 0935057 12200 130- M00287 1200 UE Tsi
Na6'3709*H 3.25 -Ne6 37/09* 3.25 17 yeue PARCEL A3 ~N0933'49'E 1.41" NO9'33'49'E 3.25'
- N032250°E 5.00 5/ P.UE C L70 1200 (P.U.E & AE) _145 L LN80254" 10.00" vs Te -NO32251°E 325 NO9'33'49'E 1.41*- P.U.E
VL3S
N03 22'51"E 13,00° NO02011 W 10.00~
-NO322'S1'E141 NO9'3349°E 3.25'→=- P.UE. 81093349°E 325 N 4795 325 518701159 325 -132-L3SNO32251'E 3.25 NOD3 9 325- i50 3 +1 L0093349°C 2.29 PARCEL A2
870115 4797 NOSORODE -N025545'€ 1300 NO2 125- ND9'33'49'E 2.30'~ -N8026'11*w 3.00' N7015 325 (QUE & AG) NB6-3709°W 24.35 3549 230 10 23
NO2:58 455500 SeuE. EN052250'E 325 001 200
N87'0115*% 18

3.257 SARUE N60287 200~ M rN09'33'49°E 10.20

21.04 Nas 3709* 10.00°→ P.UE -N803705 # 10.00
821 LNOS2251'E 230" NO3'S549'E 10.20'~ 80261 1200
N70115 -u5 Lt NO322'51'E 3.25' 121 50
=122 -86:3709N200 NS026 W 12.00 PUE V N03549°E 4.23
4751.6028
-N8701*1S*₩ 10.00) -N85'3709 H 246* N0933'49'E 33
PUE N88:3709°# 200- -NOJ22'S1"E 10.21* K003548E 425 - RUE 1 u Z L N025845E 325 N09*3349'E 81.92(T) N3949 E 8432(m 09374° 270 -N8026'11*# 8.0 870115 1200] 2-T6 PARCEL A1 N863703'# 200'→
(P.U.E. & A.E.) 10
NO322'S1'€ 10.20'— LN8026'11*W 6.00
—L18 LN870115*W 24.35 NBS 3709*g 1200'-
NO2'58'45'E 1.41'- 20.41 NO322 'SI'E 325
N70115° 900 <N863709*W 8.00° N802611 W 6.00° 24
10258 45°E 238 NO322'51'E 4.25'- No32251E8020() N82GE B0SOT 372E 271 47 FI -NB70115*W 3.00' L11853709*# 6.00* 17
NO258'45*E 2.30'~ N87'0115*w 200* Nos22s/E 33/
-1025845°E 10.21 1863710° 200- 16
N870115°W 246°- N02'58'45'E NO32250'E 2.71-
KB6'3710"# 6,00
N025845E 1021-
N870115*/ 11.54' 20.42 —N0258'45'E 3.25 R4
NO258'46'E 4.25'→ / P.U.E N8701'15'*W 8.00 R3
No2'5845'E 84.86'(T) M2-SEA5 E BAS7T1 -NO255'45'€ 2.71 RM1830.00 8-8581 L-285.52177 L1870115W600
N870115 W 8.00'→
N025845E 271- - NOTES
N870115 w 6.00°-
N96°59 40W 224.16(i) RAFFERTY AVENUE
SHEET 15 oF 27
28 · 29 36 43 TRACT 4284

20.78' = 20.79' 5 - 206° N7546*04*W RIVER ISLANDS - PHASE 2 + 16.00 VILLAGE 19
N7546'04*# 41.568(1) N75'46'04W 4158(1)

3.900310N 16.00% 147356° 3.80 Стом N7546O/'N 88.92(1) A PORTON OF RANCHO EL PESCADERO, BENG A SUBDIVSION OF 10 20 40

27. 30 35 CITY OF LAT ROP, SAR SOARIN OUT, CASFORINA
PUE. & AE. PARCEL 16 SO LOT UNE GRAPHIC SCALE IN FEET
- N75'46'04°₩ 879' - 1+20 AUGUST 2026
4 03540787 7
1546'0 8492(1), 6 Westwood
11600'
E-266 N75 46'04 W NOTES
46 3,9S,CLHION 3,9S,SLYIN
Westwood Professional Services, Inc
AND ACCESS PARCELS.
(NOT TO SCALE) 5. ALL LINES SHOWN IN P.U.E.S AND A.E.S ARE PERPENDICULAR (NOT TO SCALE) (NOT TO SCALE) UNLESS OTHERWISE SHOWN.

BRANTON AVENUE. BRANTON AVENUE

PARCEL O
•PARCEL O
43 - N7546'04*% 3.25
23 29 36 37
27 38 42 - CN516007V 13000
41 --N1473'56'E 3.25
30 35 1-183
N7546'°04# 4.797-N75460+W 4.79 N75 46'04' 4.79 [N75'46'04W 4.79 N7546'03*W N75'46'03*W 3.25'~ N7546'03* 3,25 |/ Г 3.25 N1473'56'E 24.33 17546°01 °N 5.00 N7546'04 3.25 5N754601% 325 L N754603"N 325' N751604°N 325- 51754604W 325 P.UE.- ГN141530 € 5.04 N1473'57'€ 5.00'- N147356*E 21.04
N473 SE _157_ 1473356° N1473'56*E 166_ 473572500° H7546'04°N 325°% N75'46'04*# 3.25' • 152_ 13000

13.00 [N7546'04'W 4.25 44
4356E000
L53- P.U.E. 215450% 1,25
17546'04 1200→ N7545'O1"V. 12.00J T65 PUT HITSE 325 N141356'€ 6.00m PARCEL 4 N1413'56*E 325'— PARCEL A5
N1413'56*E 1.41' -N1473'56E1.41 N1413'56'E 1.41 -N1413'56'E 1.41 -16.00'- 8.29 (P.U.E. & AE) (P.U.E. & AE.) 40.29 N75-AG0AW 32020
N1473'56'E N7546'0(*N 10.00' - BE 2150 1000 PARCEL A
P.U.E. L63~- P.U.E.

P.U.E. & AE
*1166 NT546'04*24.35
N75 46'04° 200' 16.00 -N7546'04° 3,00
-16.00'~ N34606*1 125
N7546'04W 200° 31 34 N75'4604N 200° N7546'04N 2.001 39 N141356'E 800-5 45 N141356'E 10,201 /N141356'E 10.20' 1754604*W 3.25 111141356' 21.04 7546nw11.54' N7546'04*N 12.00 N7546'04"W 12.00'→ N754604'N 12.00 LN7546'04°W 4,25 ME 7N1413'56*E 4.23 14:1356 E:

N147356'E 4.25'~ P.U.E.. 56°€ P.U.E 2o-N141556'E 4.25 N147356'€ 24.35 127360500 41473565325- N147356 E 3.25 J--N413'S6'E 325 R+97 J -NI47357E 3, N14*1356°E 66342(1) 754604 800 / N14°1356 E 84.92(4) 20011-1356°E 84.92(10.28 119893- 14735763 N1473'5G'E 271 -n47358271 47
N75'46'04"W 6.00' -N75'46*04*₩ 6.00' 48 L42754606W 325 [75460N 1300* -N75'46'04*W 6.00
25 32 33
40 46

20.00 N75 4604W 294.10m PARCEL 1

RAFFERTY AVENUE
SHEET 16 OF 27
TRACT 4284
N147356*€ 87.92'(1) N141356*E 87.92'(T) RIVER ISLANDS - PHASE 2 N1475'56*E 87.57(1), 4135670785(7) VILLAGE 19
- 267 A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF

CITY OF LATRO, SAR SOAKI CUTE AFORTA
10 20
AUGUST 2026

RAPHIC SCALE IN FEET
PARCEL A21 174
Westwood
N754600% 4158(7)
N85450W 106-74,8 Phone (209) 571-1765 1165 Sconic Drivo, Suite / Modesto, CA 95350
woods com
Westwood Professional Services, ine.
(NOT TO SCALE)
155
P.UE. NOTES
K831301'W 1300- L N064659€ 3.25
8313015801
2us150 FN0646'59'E 3.25
154 PUE- L8839301N 500
14148 4149]
153 NOS 46'59°E 24.35- • PES ONES SORE NO AEAS PRILLA
1064659'2106
156
NB31301"W 800°- N831501W 799°7 L151
L144-
NO6 46'58€ 8.00° % L140 463-1 RAFFERTY AVENUE

18.21 N75*4604°W 345.08()
N350/N 2717) N3301 L142- - NC54659°€ 4.79 R=1770.00" 4=824'0r* Le290.43(1) 16,00'- 17.71 - 4.79
PARCEL A21 •-N06'46'59°€ 4.79' RS
Ne3*1301W7 10985(1) (PUE. & AE.)

47.23 N83*1301'W 106.71(1) -16.00'→ 13.71 58373501/1125

34.62 157 161 168 176
LiEs 169

52.37 - 1160-
NO6'47'00°E.6.00~ LNO6'46'S8*E 21.04 N75'46'04" 6.00'
-N75'46'04*₩ 6.00' N75'46'04*₩ 6.00'- N7546'04*# 6.00"
PUE N1473'56'€ 271- N14°1356'E 87.57(T) 43.25 N11*1356°E 87.85201 N1413'56'E 271- ~N1413'56°€ 2.71'

6.00' *754604W 300° N14'1356'E Г.N7546'04N 8.00
N06'47 00*E N147356'E 3.25 ~ 75460 t 325 N14º1355'E 87.92(T) 2-N1473'56°€ 3.25

24.33 1157 147356°€ 4.25 P.UE. 20.411 PUES-N149356°E 425 147356°€ 4.25~_P.U. 20.41 PUE. -NI473'56'E 4.25' 159 PUE- 41521 T - N831301 13,00° 7546'04*₩1154 2942m
L4158 N75'46'04'N 12.00 N7546'04°₩ 120 -N7546'04°W 1200' • WARM BREEZE DRIVE 160 AN 0°E. 1020-1 N1413'S6*E 10.20' P.U.E. N1413'56'E 10.20~ -N1413*56*E 10.20'
Ri970.00 8-650442 Le18.761 158 162 N7546'04W 2.00 LN7546'04 ₩ 200° 167 1-N7546'01W 200° 170 175
N754604H 200° 16.00* N7546104° 300' N75:4604 ₩ 200-8 8 ГN754604*w 3.00" N141356 E 2.30~ /N1413'56°E 229" N141356 E 2.30 → -N147356 € 2.3 N1413'56'E 3,25'- 4139 [N7546°0N*₩ 9.00 N75462 10001 Y 11105 1430° 32 1EL12: -L126 754804 24.33 4124 = 121*
L138
1137-_ P.U.E. P.U.E. N1473'56'€ L123- 7-T722- P.UE.

N254601W100071136 - 1127-7 3.25 N7546'04*W 10.00' PARCEL 23 N1473'56°€ 1.41' PARCEL 22 -N7546'04*W 10.00' N1473'56'€ 1.41 (P.U.E. & A.E.) -N1473'56'E 1.41* (P.U.E. & A.E)
N1473'55*€ 3.25 N1473'56°E 3.25'-
754604 12007 Y LIJS 1128 4129 N754604°%/ 1200% L121 1111 l < N75'46'04°W 12.00' PUE. P.U.E.

N1473'56*E P.U.E. 47/LA7g 178 Las
13,00 V 134 _N1473'56*E

13.00 N1473'56'€.
[NA54501% 2104 ₴ T130 13.00 L120
LN41957E 5.00° PUES
N754603*W 325-J LN754605% 325° N754604° 325'J1
3,25 754603 N75'46'04°W 7546'04 4,79 | N7546'04°w 3.25'- 174 163 3.25' 3.25' 171 -N7546'04*N 4.79
164 166
165 172
173
SHEET 17 oF 27.

LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 14 THROUGH 17 TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE TABLE RADIAL BEARINGS LINE & | DIRECTION LINE • | DIRECTION | LENGTH RIVER ISLANDS - PHASE 2 LENGTH LINE &| DIRECTION | LENGTH LINE • DIRECTION LENGTH CURVE # RADIUS | DELTA LENGTH DIRECTION L48 N9'3349€ 325 VILLAGE 19
N870115 W 10.00 N75"4604"W 32.00 L136 75*4604 W 15.54 2.00 90°0000° 3.14' N4º1225€ N2°5848*E 3.25 N80 2611W 24.33 192 N75*4604°W [| 20.09 L137 N14'1356'E 2.00 90'00'00° 3.14 N4 5000E N87'01*15*W 24.33' N80 2611W 9.00 N14°1356'E 12.00 L138 N754604'W 24.33 1630.00 043735° 20.00 NO*1501'E N2'S845E 3.25 N75*4604W 4604W 10.00 N75*4604 3.25 L139 N75*4604 10.00 830 A | 093734° 20.00 N9*52'36'E AUGUST 2028
487011 15.54 754604W 15.54 N14°1356*E 15.54 L140 No 4659'€ 11.54 1770.00 | 0'3851• 20.00 N13°06'C6*E 970115W 15.54 4754604 15.54 N14ª1350°E 15.54 L141 N64659'E 246 970.00 1°1145° 20.25 N13°44'57'E| Westwood
N2°5845E 13.00 4754604W 21.04 N754604W 1.41 L142 MS4659E 2.00 N88°2634E N2°5845°€ 11.25 N1491356 E 11.25 N14'1356 E 10.00 L143 83300W 87°1449° N2'5845'E 20.17 N14*1356*€ 20.09 N14°1857 E 10.00 L144 N6*4659'E 10.00° Westwood Professional Services, Inc.

N2°5845E 20.17 MARCE 20.09 L1DO N75*4604 W 231 L145 N6*4659E 10,00° N2'S84S*E 11.25 NI49336 11.25 LIO, N14°1356E 2.00 L.146 8391301W 487'0115 W 21.04° 4754604 21.04 L102 N1491356 E 2.00 L147 N6*46 59E 15.54 4870115 12.00 S754604E 15.54 L103 4754604W 10.20 N6°4659E 15.54 N2°S848'E 325 15.54 L104 N14°1356€ 12.00 Ne3º1301W
N97 0115 W 15.54' 475604 24.33 L105 9,00 L150 N64659-E 12.00 487'01'15°W 15.54' 4754604W 10.00 L106 N76 4604W 24.33 L151 133013 11.25 N2'5845E 1.33 4754604W 10.00 L107 N14°1356€ 325 L162 NG*4659E 12.00* N2*5845E N14*1356'E 754604W 10.00 L153 8391301 3.25
3/3
487015 12,00 4754804W L.109 140356° L154 N6º4659€ 15.54 486379 10.00 N754604W 15.68
N3º2251E 21.04° = N75 4604W 15.58 L158 33013
4807379 24.33 1491356°E 14°1356E L157 NO 4659E 10.00*
·86*3709 W 15.54 20.09* N54604W 12.00 L158 83'1301W 6.01° 10 00% N16*1356°E L169 N6°26'59 E 10.00
1820370818 21.04° L11S 47504604-W 21.08 L160
N3º2251E 11.25 N14°1356°E 11.25 JAMARCONE
N3°2250 € 20.09 N75*4604W N14°1350 E 20.09 L1E2 N646:59'E 2.00

20.00° •L163 N83 13'01 W 16.07

15.54 L164 N6*45:59°E 12.00

21.04° N75 4504°W 21.04 i49356E

15.54 1758609 L,166 N14 1356E
15 Se L167 N14°1356 E
6:3709W 475°4604°V1 10,20 N49135630
N80°26'11 W 10,00 N1491356 E 2,00 M1891356E
N80*26'11W 24.33 014*13'56 E 3.00 L125 N14°1356°E

15.54 V78464 | 2.291 L126 754604W 24.33
Ne0268 15,64 N14*1358 E L127 N754604*W
N80:2611 W 21.04° N14913:566 10.00 1128
Nº°3349'E 11.25 N75°4604 W L129 N14°1356E

20.09 15,54 L130 754004W 21.04
NO 3349'E 20,09 N14*13 56E N14°1356'E 11.25
NO 2349E 11.25 L132 N14 1356°E 2009
N8092611 21.04 200 20.05
8012611 W 15.54' 4754604 20,09 N14H356E 11.25
780'26'11 W 1754604W 32.00 N754604 15.54'
SHEET 18 OF 27
15 r267 1 3,178 sr. TRACT 4284
NS92706V 23.25 N14*1356E 544.63(T) RIVER ISLANDS - PHASE 2

16.00° 3,911 SP VILLAGE 19
92704 17.25 L171-

3.279 5r. A PORTION OF RANCHO EL PESCADERO, BENG A SUBDUSION OF L170 ARCEL. 15 OF TRACT 4205 (44 N&P 9:
11687 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNI
P.U.E. & ME. 1g 41357
AUCUST 2026
R-1030.00° 6-16"19:00° L-25332

44.29 (1341-1342) 00'02
PARCEL A7 (P.U.E. & AE)
PARCEL A10 (P.U.E. & AE) | | 40.29 Westwood

16.00 /7.25' 122301
N5927 04W 23.25 SENECA FALLS LANE 1600 - 1222-11 prono (209) 571-1765 - 12385 L L384 IF 31855.

L220-
_ Westmood Professional Services, inc.
15 5 3 2611 sA.

DETAIL FOR PARO SCA 11 AND A12 / 1,090 Sr. 3,45 SE. 2,46 Sг. 79 - L369
203. •L370 3124 sr.

L372~
LL378
78 4,195 S.F. 58
2,448 SF. 3.29 sr. GRAPHIC SCALE IN FEET
1=30
3,145 Sr. L236-
/ 3212 sr. 1-121:

L227~ 151205 N7546'04W 23.25'

16.00 17.25
2012 sr.
1224—4 N7546'04*W 84.92'(1)

40.29" _1219 21360 LAIN
000z PARCEL AB (PUE & AE) I LOT UNE
T253 LL252
PARCEL A11 (P.U.E. & AE) 40.29 20,41 16.00 / 6) - 1255 2L25i P.U.E. & AE.

SENECA FALLS LANE 1279- 12771273 L256
1275]
(5y 217e 5s. N75480rN 81924), |
1270-69 16.00'
1276) 7.25
L268-1 N75'46'04'W 23.25
-L259 Fa L 200
1 3,45 sr.
3,7SF. N14°1356'E 505.42 (T
DETAIL FOR PARCELS A7 THROUGH A

DT TO SCR
N30-3255°E
15 - 266 51
NG75507 N 23.25
N6755'07*W 84.92'(1) 16.00 17.25
1283-7
1282- 52
1280~ LOs 2,125.5. PARCEL AD

40.29 / PARCEL A12 4163-461 (P.U.E. & AE) 3. 60 sr. PARCEL A9 (P.U.E. & A.E) 67507 850512, 2) -L308

40.30 20.41 - I LIO
k-L465 -C14 L335
L482~
4466 N67SS07W 2325
4480-3
(L46> NOTES 1332- 54
2888 sr. SEE CHEET 3 FOR BASS OF AFARINAS IEGEND. AN

SETRENCE
1 3276 sF. —L315 DETAIL FOR PARCEL A10
-1470
1,088 Sr. $ SEE SHEET 21-27 FOR UNE TABLES 3867 Sr.

SHEET 19 oF 27
TRACT 4284
NOTES RIVER ISLANDS - PHASE 2
VILLAGE 19

A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF 60 RCEL 15 OF TRACT 4205 (44 MAP S
30 Y OF LATROP, SAN SOAQUIN COUNTY, CALIFORN
GRAPHIC SCALE IN FEET AUGUST 2026
Westwood
N141995€ Phone 1809) 571-1765 Medesto, CADile, SultaA
westwoodps.com
Westwood Professional Services, Inc.

N147536'E 84.92(1)
2060SF. 19 LOT Une"
2,66
105

16.000
108 N147356'€ 23.25
NB255'08'T 23.25 4010 To 2079 B
PUE. & AE J 20.79
106
PUE & AE • NO704'52°€ 8.79 41.58 O), N8Z350E B492
LOT UNE DETAIL FOR PARCEL A1.

OT TO SCAT
2977 SF.

16.00 | ROARING SPRINGS STREET N75 46'04°W 34644(1)
125) N82S508'E 2325 L601- -L612
L600— L6138.85 \ 8 120.007)
L595- 4599→ L609
20505. 31 135 39.14 | 3, 185.r.

DETAIL FOR PARCELS A17 THROUGH A18
NOT TO SCALE L593~
2041 E-L562 A 247-
3145'SF.
4,195 г.
2217Sr. 1989-
120 2.204 Sr.

N 2505 2325 PARCEL. A16 21579L1575
P.UE. & AE. 713 1580 PARCEL A15 (P.U.E. & AC) N8G*20N 193-19/610 L582-
PUE & ME NOTO 52E 41.-55 2250 5 . 1 1023
107
L*
118 16.00 2187
125) N8235'°08°E 23.25
117

4.1135г.
5012 F. 3,588 .F.

DETAIL FOR PARCEL A16

NOT TO SCALE
SHEET 20 OF 27
SNOWFALL AVENUE TRẠCT 4284
RIVER ISLANDS - PHASE 2

20.02 VILLAGE 19
G10- 3.05 ..

A PORTION OF RANCO 3L PESCADERO BEING A SUBD MSON OF
162? PARCEL 15•OF: OF: TRACT 4205(44 NSP 95)
L772 *TY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
L807- 71773
-L775
152 L680- 1174 LOT LINE AUGUST 2026
4,100 S.F. 17817)776
266
Westwood
L803 5L7B7
L802-
11799 Phone (200) 571-1765 1165 Scenic Drive, Suite A
L80:-7 -L783 Modesto. CA 95350
800- L784- westwoodps.com
1797-
L796- 20.79 Westwood Professional Services, Inc.
149
2,172. S.F. 150
151 -L793
~L794
S.F. 150
2,172 S.F.
-L757 2998 r.
2,04 P.

GRAPHIC SCALE
1250-17517 -L75989-
• L749— 51752
. PARCEL A19 (P.U.E « AE) 40.220 20T
-L718 N8255'08'E 84.92 NOTES
2,217 .S.F. LIAS 10.00- 11700 18.00-
122111 7.25 P.UE. & AE.
-L723 4L721 DETAL C ON SHEET 12 FOR TYPICAL MONUMENT PLACEMENT 2,963 sr. ALONG ACCESS PARCELS.
-L728 - WARM BREEZE DRIVE N8255'08'E 84.92.

SEE SHEET 24-27 FOR LINE TABLES.

L729
2,217 S.F. 140
178- • 350 BLOT 267-
PARITO EMATA WAY TTST 16.00
125
141฿
2,860 S.F. 138
L705- 2,960 S.F.

L704—
136 L699- ÷L715
2,860 S.F. L703-
L713-
L697- 4029
1686-7 -1708 (112)

20.45. 40.29
• PARCEL A18 (PUE & AE)

20.41 -L666
2213 Sri 11600.
1693-
- 000
-L669
131
2,960 S.F.
132
2,234 2,304 S.F.

L667
1-L678
401-1500
28603Р.

SHEET 21 OF 27
TRACT 4284
NOTES RIVER ISLANDS - PHASE 2
2 SE SET A MOUNTAIN NOTES LEGEND, AND RTERENCES VILLAGE 19 SEE DETAIL C ON SHEET 12 FOR TYPICAL MONUMENT PLACEMEN

ALONG ACCESS PARCELS
I SEE SHEET 24 FOR CURVE TABLES.

SEE SHEET 24-27 FOR LINE TABIE: 15
AUGUST 2026

GRAPHIC SCALE IN FEET
Westwood
Phono (209) 571-1765 Modesto, CA BS3i Bull A
westwoadps.com
213 Westwood Professional Services, Inc

5. 11A2 N831501 N 23.25(1) RAFFERTY AVENUE
2)26283.955LH0 16.00 17.25
TE U,2618 3,95CL-N0N N75'4604W 345.08YT)
UNE, 00'91 00091 39,5LH10N / 20.007
70091

3.65,9%.
177
PARCEL AZa Be 211 3,103 S.F. 4,5i S.r.

P.UE. & AE L80B- 1859
179 L809- 424 (P.U.E. rL858
L810
118.00 17.25 L811~
NES W 2525(1) | L8125
178 L813 PARCEL
210 2268 S.F. L814~
DETAIL FOR PARCEL A28 18171815-7
819768 -L816
NOT TO SCALE L852-
DETAIL FOR PARCEL A24

NOT TO SCALE OT TO SCALE
1832-
L826 L824
EL1 Taso 182
La28~ L834 4,068 S.F.
179 180 181
2,759 S.F. 2,172 S.F. 2,172 S.F.

SENECA FALLS LANE
190 189 187

3.702. г. 2225 F. 2122 3F. 203 197 2,12 S.r. 195 2,759 S.F. 2172 S.F. 4,068 S.F. 2,759 SF 2750 SE 2.759 S.F.
2172 Sfi938-
~L995 L-1990 1943- 1933- L891
1985- -L34 32 1932
711000
12615.г. 2.35 5 г. 13659457 1257 1893094-71855
L2836 LL834
L1038
125950271948 L867
L1037 V139- - 1904.

L1034— 21929221923 L1B5704187
012K 23647 FL1035 29020-1
WARM BREEZE DRIVE 1.1035 19031 16.00
(PARCEL AZ (ME & AE) 1 < 6918 194 191 186

39.64 141033 2268 S.F. 2,268 S.F. 2268 SF.
49001150 1908-3077 PARCEL A25 (PUE. & AE)
LL1016 PARCEL A27 (P.U.E. & AE)
610273 L98002/T 909-7.

L1021~ -LI023 1
185
14008-
<11029 200 PARCEL
3,20 9 г. - L1022 2014 Sr. 2910 Sr. 281455. 40.28 40.29° 29145r. 102 10.29 10.28 3BE SE 2,914 S.F.

LL1025
35319. _ ----
/ 20.00 N / 20.00 120.00
N754604 W 433.69(7)

WONDERING CREEK WAY
SHEET 22 OF 27
TRACT 4284
239 238 RIVER ISLANDS - PHASE 2
41350- NO1413'56*E
N01413'56*E 84.92'(T) '20,79* 20.79* 20.79* 20.79' VILLAGE 19 P.U.E & AE: PARCEL A31 P.UE. & AE. N7546'04*W 41.58'(T) 016751 N75'46'04 ₩ 41.58 (T) LOT UNE 84.92'(T) LOT UNE LOT LINE LOT LINE A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF

84.92(T) N01413'56° 16.00 NO1473'56'E 23.25'(T) ARCEL 15 OF TRACT 4205 (44 M&P 95)

2.67°- ~ 267. 2,66'- ~ 267 TY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNI 240 41.58* 41.58'
city P.U.E. & A.E. P.U.E. & AE.

N75'46'04*/ 8.79" N7546'04°W 8.79 • N7546'04* 8.79 N754604°W.79 AUGUST 2026

41.58* 41.58
47356'E P.U.E. & A.E. P.U.E. & A.E. - N1413'56*E 9.42 Westwood 233 235 11413'56'E 9.42'→ PARCEL A32
N0141556'E 23.25'(T) 16.00 P.U.E. & AE P.U.E. & A.E N147356 € 9.42 LOT UNE LOT UNE [ LOT LINE
Phone (209) 571-1765• 1165 Scenio Drive, Suite /
N75'46*0‹*W 41.58'(T) N75'46'04*W 41.58'(T) ROARING SPRINGS STREET ROARING SPRINGS STREET lodesto. CA9535

20.79* 20.79* 7.25 20.79' 20.79 westwoodps.com
DETAIL FOR PARCEL A32 DETAIL FOR PARCELS A33 AND A34• Vestwood Professional Senaces. inc. 234 LINE NOT TO SCALE NOT TO SCALE
DETAIL FOR PARCEL A31 DETAIL FOR PARCELS A29 AND A30

NOT TO SCALE NOT TO SCALE

WONDERING CREEK WAY
N75*4604 W. 431.21VT) 8-
1) 20.007 \ 20.00/ 1) 20.0071 GRAPHIC SCALE IN FEET
2076... 2,205г. 2,817 SF. 20745F. 2025 5г.

L1107 L1108- -L1159
/-L1105
44105101
L1039
3700 170Z 17/02 L1156 -L1196
L1060 • L1103 LL1155 < L1195
L1061 L1151 1119
216 2206 Sr. 2.208 S 2208S... 236
2,268 S.F. 00 91 009: -L1153 0091 • 2,559 S.F.

L1054- 11117-41116- ~L1151 —L1150 -L1t91
L.1067- 5L1149-L114E L1190
L1068- L1100- L1120''19= - L182 261103 L1189
L1069 1070~ / [1071 1Li092L1093 END 1123
-L1188
L10107341072 L1080 ~L1132 ~L1184
- 41081 1021089
El, s Iriso
L0Y6- L10B2 ' L1128-
WARM BREEZE DRIVE -L1187
217 220 226 228
2,759 S.F. 2172 Sr. 2,729F. 2,759. S.F. 2,172 S.F. 2.72 sr. 2,759 S.F. 27.r. 2,72.5. -2,759 SF.
248 240 238
3,184 S.F. 2172 sr. 2,2725r. 3,184 S.F. - - 3,04 r. 2,723F. 2,72 r. 31B4 SP 2,725 г. 4,558 S.F. • 3,184 S.F. N61:3228 B
L1232 4.1227
-L123 42020%
ELY 11230_E
/ 11256 L1257L1239 123425-7 4z56 L-L1225 7121319 4424257L8 21204 N603151"() PARCEL A34 PARCEL A33 PARCEL A32
(P.U.E. & AE) ROARING SPRINGS STREET (P.U.E. & A.E). (P.U.E. « AE) NOTES
iNM
SEE DETAL C ON SHEET 12 FOR TYFICAL MONUMENT PLACEMENT
SEE SHEET 24 FOR CURVE TABLES.

SEE SHEET 24-27 FOR UNE TABLES.

SHEET 23 OF 27
LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE
RIVER ISLANDS - PHASE 2
LINE • LINE: DIRECTION LENGTH DIRECTION LENGTH LINE a DIRECTION LENGTH LINE DIRECTION LENGTH LINE # DIRECTION LENGTH S30*3256W VILLAGE 19
L140 N9*3349'E 84.92 L214 S14*1356W 10.00 L262 5754604E 3.25 1310 S140137W 2.46 L358 S22°04'53WV 21.04 L406 15.54 L141 Nº°3349°E 84.92 L215 S1435 2.00 L263 $14 1356°V/ 15.54' L311 475464W 20.09 L359 165S0 11.25 L407 15.54 A PORTION OF RANCHO EL PESCADERO, ENG A SUBDISION OF ARCEL 15 OF TRACT 4205(44 MAP 95
L168 N14'13'56 E 6.00 L216 S75°4604'E 2.30 L264 N14°1356°E 15.54 N754604 11.26 L360 S22:43W 9.58' L408 S59'2704°E 3.25 TY OF LATHROP, SAN SOAQUN COUNTY, CALIFORNI L169 3754008 2.71 L217 49356E 246 L265 S75°4604°E 1.41 L313 N14°1356*E 21.04 L361 S67°5507E 20.09 L409 N30°3258'E 12.00 AUGUST 2026 L170 N14*13'56°E 8.00' L218 S75°46045E 10.21 L266 N14°1356'E 10.00° L314 N75*46'03°W 5.00 L362 S2204:53 2.46 L410 S59*2704°E 13.00 L171 S75*46'04°E 7.50° L219 N14°1356'E 11.54 L267 S75°4604°E 3.25 6.50 L363 S7°507 3303256 6.50° Westwood
L172 514k 56v 12.004 L220 S75°4604*E 7.50° L268 24KK 57546042 13.00 No S5uove 41KK L012 N92704W 5.00 97540098 10.20 L221 8.00 L269 S/54004E 3.25 L317 514913'56 W 12.00 L365 S220454W 2.46 L413 S30325W 21.08 L174 S14*1356 W S75°4604°E 271 S1<*1356*W 9.00' L318 S75'4604°E 3.25 L366 N67°5507W 20.09 L414 NS9704 11.25 2,00
Westond Professional Services, Inc
L175 S75*4604'E 2.30' L223 514'1356W 6.00 L271 $75°4504°E 2.29 L319 314*1356 W 15.54 L367 N67 5507°W 11.25 L415 N30°32'56 E 9.58 L176 N14°13'56'E 9.00' L224 N14°13'56'E 6.00° L272 S14°1356*W 3.00 L320 N14:135 15.54 L368 N22°04'53°E 21.04 L416 $59°27 04*E 20.09 L177 S7546'04'E 3.25 L225 S75°4604°E 2.71' L273 N14°1356°E 2.00 S75*4604E 1.41 L369 N67 5505W 5.00 L417 S30320 2.46' L178 N14 1350E 24.33 L226 14356 E 8.00 L274 S75°4604°€ 10.20 L322 N14'1356'6 10.00$ L370 220044'E 6.50° L418 S58'2752'E 40.28° L179 S75*46'04'E 3.25' 1,227 S54604E 7.50 1275 N14°1356°E 12.00 L323 S75*46'04°€ 3.25 L371 S67*5507 E 13.00 L419 N592703 39.95 L180 10.00' L228 S1435 12.00 L276 S75 4604°E 7.50 L324 51413359 24.33 L372 S22°0453W 12.00 Lazu 53023257 2,46 L181 S75°46'04°E 1.41 L229 S754604 10.21 L277 314830 L325 S75*4604°E 3.25 L373 S67 5507E 3.25 L421 N592704W 20.09 L182 N14*1366°E 3.00' 2.00 L278 2.71 L326 S1435 10.00° L374 52210453 15.54 L422 N59'2704W 11.25 L230 S75*4604°€
L183 S14*1356'W 15.50 L231 N14 1356E 2.00 L279 S14ª1356*W 6.00° L327 S75*4G04°E 2.30 L375 220453( 15.54 L423 30°3256E 21.04 L184 :4935E 15.54' L232 S75°46'04'E 2.30 L280 N14-1356E 6.00° L328 8141356 2.00° L376 S67°55'07 E L424 N59703W 5.00' L185 S75 4604E 10.00 975*4604°E 2.71° L329 N14°13'56°E 2.00° L377 N22*04'53'E 10.00 L425 N30 3257E 6.S0 L186 N14'1356°E 12.00° L234 S7504604°E 3.25 L282 N14°1356'E 8.00 L330 S75°46'04'E 10.20 L378 3.25 358 27 03 8 13.00 L187 9754604°E 13,00 L235 N14°1356'E 24.33 L283 S75*4604°E 7.50° 12.00' L379 502 00k 24.3K L427 S30'32:56W 12.00

CURVE TALE
S14'135W 6.50 L236 L284 L332 S754604 G 7.50 S67 5507E 3.25 S59'2704'E 3.25 L.333 S14t135 8.00 L381 S2204'53 10.00° L429 S30325W 15.54 DELTA N75 45 tv 5.00 Sick so 10.00 S76 4606E 10.21
L190 514*1355W 21.04 L238 S75*48'04°E L286 S14T356W 2.00 L334 S7546'04E 2.71 L382 S67 5507E 2.29 L430 N30°3256° 15.54 SO ONCO 3.14' L287 3.00' L383 2.00° S59°2704°E 1.41 c2 2.00' 90°00001 3.14 L191 N75*4604 W 11.25 L239 S14'356 15.54' N14°1356'E L335 S144K56 6.00 522*04'53 W L192 S14'356W 9,58° L240 N14°1356 E 15.54 L288 S75*4604°E 2.30' L336 N22°04'53 € 6.00 2.00° N30-3256°E 10.00 1030.00° 1°0645 20.00 45 Ho 17*3355* ( 20.08
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L197 N54604 L245 N75°4604W 5.00° L203 S14*1356 W 567 9507E 10.217 S0755078 LaST 509 6/ 04 C L,342 S220453 2.00 L390 S2290453W 6.00 - L438 3.00° G13 953.00° 1°00'37 16.80 L198 S14'13'57 W 2.46 L246 $14°13'56 W 21.04 L294 S75 460E 1.41' S30°3256W L247 11.25 514*1356-W 15.54 L343 N2230453° 3.00 L391 N30°326E 6.00 L439 N30°32'56'E 2.00° 1030.00 0O6SK 2.06 L200 5'4504 11.25 L.248 S14935W 9.58 L296 N14º1356*E 15.54 L344 S67°5507 2.29 L392 S59°2704°E 2.71° L440 S59"2704E 10.20° L201 N1401356°E 21.04 L249 S754604'E 20.08 L297 S75°4604°E 3.25 L345 220526E 9.00 L393 030325(E 9.00° L441 N30°3256'E 12.00 L202 5.00' L250 91602564 2.46 L298 N14°1358°E 12.00° L346 S67°5507E 3.25 L394 S59*2704°E 7.50 L442 S59°2704°E 7.50 L203 N14 1357E 6.50° L251 32.00 $75°4604 E 13.00 L347 22'0453 E 24,33 L395 S303256 11.54 L143 330*3256W 8.00 L204 S75*4604°E 13.00 L252 S141356W 4.66 L300 S14*1356 W 6.50' L348 S675507E 3.25 L396 S59*2704*€ 10.21 S59 2704'E 2.71• L20S S14*13'56 W L253 N75°4604°W 32.00 L301 N75:464W 330 3230 V 6.00' L206 575 4604- L254 2.46 L302 L350 S67°6507E 1.47 NO BOL L446 30:3296E 3.00 L207 S14'13'5W 15.54* L255 L303 754604W 11.25 L351 5220453 15.54 L399 S59°2704'E L447 S59°2702'E 225 L208 N14°1356*E 15.54' L256 7546'04W 11.25 L304 S14*1356*W 9.58' L352 22:0453E 15.54 L400 N30*3256'E 10.00° 1448 N3D3256*E 9.00° L209 675046008 L2S7 N14°1358°0 21.04 L305 S75°4604°E 20.09 L353 S67 5507E 3.25° L401 S59*2704 E 3.25° L449 S59°2704°E 3.25 L210 No bot 10.00 L258 N7546'03W S.00 S161356W 2.46 L354 N22 E 12.00° L402 N30°3258E 24,33 L450 N30°3256°E 24.33 L211 S75*4604 E 3.25 L259 NI4:1357 6.50 L307 S75°4604*E 32.00 L355 SG7:5507° 13.00 L403 S59*2704'E 3.25 L451 S59°2704°E 3.25 L212 S14t35W 24.33 L260 S754604°E 13.00 L308 L356 S22453 6.50 L404 10.00 L452 530*256W 10.00 L213 S75°46 04°€ L261 516k 6 12.00 L309 N75*4604 W 32.00 L357 5.00 S59*2704°E 1.41 L453 S59°2704°E 1.41 SHEET 24 OF 27 LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LINE TABLE UNE TABLE LINE TABLE LINER DIRECTION LENGTH LINE • | DIRECTION | LENGTH LINE # DIRECTION LENGTH UNE • DIRECTION İ LENGTH DIRECTION LENGTH LINE 1. DIRECTION LENGTH RIVER ISLANDS - PHASE 2 S30°3256W 15.54 S75'4604'E 12.00 L550 N3"1401'E 10.35 L598 S7°0452°E 15.55 53255077 13.0. N82'S508'E 11.25 VILLAGE 19 N30 3256'6 15.54 L503 S1435W 13.00° L551 N86*4559W 10.21 58235506 12.00 21.04 L456 S592704 3.25' L504 N709099 Y 6.50 L552 NO 1401€ 13.14 0/0936 C 10.00 582*5508 W 3.25 NS2'S508'E 5.00 L457 N30 3256'E 12.00 N14°1356E 5.00 L5S3 S3401W 12.30 58235503W 3.25 N7 0452W 15.55 S70+52'E 6.50 AUGUST 2026
S592704° 13.00 M5:464 21.04 Nº8°45'59W 2.29 N7 0452W 24.33 4650 S7OS2E 15.5% S825507W 13.00 L459 $30 3256W 6.50 N14°1356'E 11.25 $3*1401°W 9.00 S82358% 582-503 N7-0152°W| 1200 Westwood
NS9'2704W 5.00' 175 4634 9.58 Ne6 4559W 7.00 N0936 77 10.00 L852 S70r52E 10.00 $82*5508*W| 325 S30'325W 21.04° 514135 20.09 53*1401 W 3.27 58255081 L653 S825508W 3.25 N7°C+52W 15.55

11.25 N754604W 9.58° L558 Nº6 4559V 7.00 N7 0452W 2.00 L854 N7º0452°W 24.33 L702 S7052 E 15.54 530*325 W 9.58° L511 N14°1356'E 20.00 N3º1401*€ 10.00 S7*0452E S825508W 3.25 582°5506W 1.41 Westmood Professional Services Inc.

L464 S59'27048 20.09 L512 N14°1356'E 11.25 L.SGO N86:4559 S825500 10.20 N7 0452W S3-0432 10.00 L465 S30°325 9.58* L513 S75*4604€ 21.04 N3*1401E 12.40 570452E 12.00 S825508 325- L466 N92704W 20.09 N14°1357E 5.00 S70r52E 8.00 L610 $82'55c8W N7º0452W 3.00 N7º0452W|| 24.33 L467 S92704W 11.25 L515 S75°4603°€ 6.50' S825508 2.71° N7 0452W 8.00 S7*0r52'€ 582*5505*W 325 L468 N303256'E 21.04 514*1356W 13.00 570152E 8.00 L612 S25508 L650 S82:5500 10.20 N7*0452W 2.00 L469 N59'2703W 5.00° L517 N75:4604W 12.00° S82*S508W 7.50 L073 N7 0452W 6.00 S70452°E 12.00 S82'5508W 225 L470 M30°327°E 6.50 L518 8140356W 3.25 11.54 L$14 S7°0452°E 582*5503W L710 N7^0852W 3.00 S59'2705°E 13.00- N75*4604*W 15.54 S#2*5508W 10.21 L615 S825509 N7*0552W S70rs2E 2.00 L472 530'3256 W 12.00 $75*4604'E 15.54 N7-0452 W 2.46 L616 57 0452°€ 8.00 5825508° L712 10.20 L473 S59'2701E 3.25 51491356 W 1.41° 57*0452 € 2.00 L617 $82*55 08*W 7.50 L665 N7º0452W L713 S7O+S2E 12.00 L474 S30*3256 W 15.54 L577 S75°4604'E 10.00 582*5508V L618 N70152W LEGS S7OrS2E 582'5508°W | 7.50 L973 N30°3256'E 15.5 01913300 10.00 L619 S32 5508 W 10.21 582*5508°W 271 L715 N7-0452°W 8.00 L970 559 2709 L 1AT 175*4604 W 24.33 582*5508W 3.25 N7 0432W 246 S70452E 8.00 L716 s82s5cw 2.71 N30°3250°E 10.00 514*1356*W 3.25 57*0452°€ 24.33 S7*0452E 2.00 5825505 N7°0452W L478 859'2704°E 3.25 54604 10.00 582*5508 W L622 582'5505W N7°0452 W 12.00 S70e52'E L479 S303255 24.33 514'1356'W 2.30 L575 N7 052 W 10.00 LUZ. 57065ZC 10.00 S935508 10.20 L719 582'5508W L484 S59*2704°E 3.25 M54604W 2.00° 304 9990 7 906 20 90 77 3.25 N7°0452 W 57'0452E S30°3255W 10.00 S75°4604°E 246° N7 0452W 15.54 LeaS S7*0452E 24.35 S7'0452E 5825508W| 7,50 5592704° 2.30 514135W 10.21° 37*0452'E 38255508 3.25 L674 S82°5500 N7-0452W 1200 530*3256 W 2.00 S75*4604°E 11.58 S82°5308W N7'0452W 10.00 57 0452°E 10.00 10.20 S75*4604°E 6.00° 514*1355W 57'0152E 58215509 L676 5823508% N7-0152M S14*1356'W 2.71 N7504604 8.00 L581 582°5508W N7 0452W 15.54 L677 S7Or52E 24.33 57^0852E S75*4604°E 8.00 S14°356 L582 N70F52W S7*0432E 15.55 S82*5508 W 582 5508W S14350W 7.50 L535 6.00 L583 N82507E L631 58255081 3.25 N7*0452W 10.00 S7'0452°€ L906 N7546041 12.00 S14º1356W 16.60 N7*0r52W 21.05 S7'0452E 12.00 S825508% S82*5508W 325 514'1356W 10.20* S3*1401*W 16.14 L587 S825505W 13.00 N7°0432W 15.56 S70452E| 2435 L490 7546047 2.00° L538 229 57*0452€ 470957%9 6.50 S7*0452E 15.54 Se2*5508*W 3.25 L49 S754604°E 3.00 10.00 582*5507W 20.09 Nº2 2390 5.00 S82*5508 W 3.25 N70852°W 10.00 S14356W 2.29 L090 160 4553 74 9.00° N7*0452W N7-C432W 21.04° S70452E 12.00 S83:5508 1.41° S754604E 9.00 $3*1401 W 5.94 N82°5508° 20.09 11.25 S825508 13.00 N7 0452W 15.56 51491350W 3.25 L542 8645'56W L590 S704SZE 9.53 N7 0652W 6.50 S70452E 15.54 S75'4604°E 24.33 N3°1401*€ 10.00° S70452 E 21.04 582 5007 20.09 N82 5507E 5.00' S82508% S14356W 3.25 N96°4559W Na2'S508'E N7 0452W N7º0452W 21.05 S70432°E 12.00 LAST N75:46(4 10.00* N3 1401'€ 19.68 57'0r52E N82°5508'E 20.05 825505'5 11.25 S82'5508W 13.00 L490 S1435W $3*1401 W 17.84 5825507 13.00 N82:5508°E 11.25 570452E N7 0452W 754604W 15.54 N864559W L595 N7 0452W 12.00 31.09 20.09 5.00 S75'46'04'E 15.54° S31401 10.50 S8255538W N82 5503'E S.00 N7°0452 W 9.58 N7 0452W 21.05 S1491356W 300 4099 C 27.83 N7°0452 W 15.54 57 0452E Nº2'5508'E 20.09 N82 5508'E 11.25 SHEET 25 OF 27 LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE DIRECTION LENGTH RIVER ISLANDS - PHASE 2
LINE • DIRECTION | LENGTH DIRECTION LENGTH LINE = DIRECTION LENGTH DIRECTION LENGTH LINE aT DIRECTION LENGTH 575*4604E 12.00 VILLAGE 19
L742 S7*0452°E 9.58 L790 N7°0452 W 20.09* N141356E LOSE 8.90 N759609 21.04 L743 20.09 L731 N7 0902 VI 11.25' N754604W L887 S14935 20.09 L935 51491356W 11.25 19.00 L744 .N7'0452°W 9.58 L792 N82°S508°E 21.04° L840 S1493W 13.00* L883 S14356 11.25 175*4604 W 3.58 N75 4604W , 6.50 L745 N929908E 20.09 'L793 N7°04'52 W 5.00 Le41 S75*4604°E 12.00* S75*46'04°E 21,04 N14R1357E 0.03 51437N 5.00 AUGUST 2026 L746 82°55 08°E 11.25 L794 825508°E 6.50 L842 S14*1356V 1830 S14°35 5.00° L938 N754604W 4754674 21.04 L747 S7°04'52'E 21.04 L795 S7°0453'E 13.00° L843 S75°4604°E 15,54' L891 S75°46'04'E 6.50 814'1356 W 20.09 51491356W 11.25 Westwood L748 N82:S508°E 5.00 • L798 S82*55'08°W 12.00 N75'4504W 15.54 L892 N14°1357E 13.00 814*1356 W 11.25 575*4604 E 9.58 L749 S7º0452'E 6.50 S7'0452E 3.25 LEAS S14*1356*W 1.41 L893 N754604W 12.00 S75946045E 21.04' 14°137°E 20.08 L750 S82'5507 13.00 L798 S02508 15.54 L8GG N75'4504W 10.00* L894 N14°1355'E 3.23 5141550 N75 4604W 9.58 Westwood Professional Services, inc
L751 N7°0452 12.00 L799 15.54 L847 S14*1356W L895 N754604W 15.54' S75*4604E S141356 20.08 L752 982°5506°W 3.25 S7*0452'E 1.41° L848 S75°46'04°E 24.33 S75°4604'E 15.54 N14°1357E 13.00 3141356M 11.25 L753 N7*0452W 15.54'. L801. N82 5508° 10.00 L849 S14356 L897 14°356'E 1.41 16.00 S7546(45 21.04 L754 S7°0452°E 15.54 L802 S7 0452€ S75*46'04°E 10.00* LoSE S75 4604°€ 10.00' N14*1356 E L994 314356W 5.00 L755 1.41° L803 582 5508W 24.33 S14°1356*W N1491356€ 3.25 N54604 15.54' 375*4604°€ 6.50 L756 S7º0152°E 10.00 S7º0452°E 15.37 L352 S75°4604E 2.00 L9DO N754604W 24.33 S75*46'04°E 15.5% L997 N14 1357E 13.00 L757 S82*5508'W 3.25 L8OS 3825508M 10.00 L853 N75*4604*W 2.00° N14°1356°E N14°1356'E N754604W12.00 L758 N7*0462°W 24.33 57*0452°E 2.13 L854 514*1356 W 10.20 L902 N75 4604W 9.00° S75°4604'€ 10.00 N141356E L759 582 05057 3.25 S82*55'08 W L8SS N75*4604°W 12.00° L903 N4°35( N1491356E N75 4604W 15.54 L760 N7°0452 W 10.00 M54604W L856 S14*1356°W L904 N54604 3.00° • N75 4604 V1 24.33 L1000 S75*4604'E 15.54' L761 2.29 S14*1356W 2.71 L857 575*4604°€ 8.00° L905 S75*4604°E N14°13566 N141356'E L76. N7 04 57 W 2.00° LBIC N75 4604| S14°1356 W N14°13'56'E 10.20 N75°4G04°W 10.00 L1002 S764608'E 10.00

1.76. S7°0432H 2.00 1811 514 13367 7.50 S75*46'04°E L307 S75*4604'E 12.00 N14°1356 E L1003 14°1355'E L764 582 3508 V 10.20 $75°4604 E 12.00 S75*4604°€ L908 N14°13'56*E 594604W 2.00° L1004 S4604W 24.33 L76S S704'52*E 12.00 L813 514*1356 W 10.20 N14 1356°E 2.71 N75:4604% 875 4604 6 2.46 L1005 14°1356'E L766 58235508M 7.50 - L814 S75°46'04*E 2.00° L862 $75 4604°E 0.00' 119 1300 N14°1356E 10.20 L.1006 N75'4604*W 9.00 L76. N7°0452 W 8.00 L81 N75 4604 3.00° L86. N14°1356°E L911 7S4604 375'4604E 11.54 L1007 N14°1356°E 2.28 L761 582 3508 V 2.71 LOT S149135W 2.29 N75*4604 W 12.00 L912 S75*4604°E N14'13'56E 7.50 N75*4604°W 3.00 L769 N7°0452 W 6.00 N75 4604W L865 N14 1356E 10.21 N14°13'56E 75*4601 W L1009 5754604°6 2000 L770 N82:5508°E 3.00° Le18 314 1356W 3.25 L86S N75464 2.00° S75*4604°E 2.71° N14°1356°E 10.20 L771 S7°04'52°E 2.29 L819 754604W 24.33 L857 S754604°E 2.00° L915 L1011 S754604'E 12.00 L772 N82'5741E 9.00° S141356W 3.25 N14°35GE 2.30 L916 N54604 12.00 • S75*4604 E N141356E L773 S704'52'E S75•4604'€ 10.00 $75°4604°E 10.00 N14°1356°€ 10.20 N14°1356'E N754604°W L774 NO 9508E 24.33 S14*13'56W L870 N14°1356'E 3.25 L918 L966 576 46098 8.00 N14'1356E 2.71 L775 S7°04'52 E 3.25 S75*46'04°E 15.54 S75°4604'E 24.33 L919 S75°4604°E 3.00 N14913566 7.50 L1015 L776 S82'550W 10.00 15.54 L872 N14°1356'E 3.25' N14°1356'E 2.29 N75°4604 12.00 L1017 S6470W 3.00° L77. S7'04'52°E 1.41 514 1336 V N75°4604 W 10.00 575'4604 E N14*1356€ 0.21 S83°1300°E 2.29° L778 502 0008 15.54 N75*46'04W 12.00 L87 N14°1356°E 1.41 N14°1356°E N75*4604°W 200° L779 15.54 L827 S141356W 13.00 N754604W 5.S $75*4604E 24.33' S75*4604*€ 2.00° S83*13'01*E L780 S7'04'52'E 3.25 S754603°E 6.50° L876 5754604'€ 15.54° N1491356°E 3.25 14°356°E 2.30° S64659W 24.33 L78 N82 55 08 12,00 N14°1357E 5.00 L877 N14°1356'E 3.25 L925 N75:4604W 10.00: S75*4604 E 10.00° NS 46'59°E 10.00 L782 S7°04'52'E 13.00* L830 575 4004 C 21.04 L878 975°4604°E 12.00° N14°1356°E N14°13'56'E 3.25 S83 1301*E 1.41 L783 S82'S508W 6.50 14°1356 E 11.25 L879 N14°1356°€ 13.00° 779904976 15.54 L975 S7546'04°E 24.33 L1V64 NG°46'59'E 15.54 L784 N7'0453°W 5.00 L832 S754604° 9.58 L880 754604W 6.50 S75*46'04'E 15.54 N14'1356 E 3.25 L1025 S83°301E L785 S8255508W 21.04 L033 S14*13'56W 20.09° L881 S4357 5.00% N14°1356°E N78:4804W 10.00 S64659W 15.54 L784 N7 04321/1 11.25 N7546097 9.58 L832 N754604 21.04 L930 $75*4604'E 12.00 583 1301E L787 9.58° L835 N14°1356 E 20.09 L883 S14135 L931 N14°13'56*E 13.00° N54604W 15.54 S04059W 12.00 5049900
L788 S7°04'53 E 20.09 L836 N14 1356E 11.25 1839 S75°4604°E N75:46(4W S54604°5 15.54 5831301°5 L789 S82'55'08*W 9.58 N75°46'04 W 21.04 N14*1357 E 20.09 14*13'57 W N14°350°E 3.25 L1030 N$°4700°E SHEET 26 OF 27 LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEETS 19 THROUGH 23 ONLY TRACT 4284

LINE TABLE LINE TABLE LINE TABLE UNE TABLE LINE TABLE
DIRECTION | LENGTH RIVER ISLANDS - PHASE 2
LINE =| DIRECTION LENGTH LINE S DIHECTRAY LENGTH DIRECTION DIRECTION LENGTH L1031 6.50 N54604 15.54 514'1355W 11.25 VILLAGE 19
N$3*1300 W 5.00 L1090 0124009 E 9.58 67120 S754603°€ L1176 L1032 N6'4659'E 21.04 L1081 N14°13'56 E 20.09 L1129 N14ª1357E 5.00 L1177 S1435 $75 4604E L1033 1831301 11.25 L1082 N54601W 9.58 L1130 S75*4604E 21.04 L1178 75460/ N14*1357°E 20.09 L1034 S6*4659W 2.58 L1083 S1491356W 20.09 L1131 N14*1356E 112 61179 S14935W L1227 AUGUST 2026
L1035 1831301½ 20.09° L1084 N4°356°E 11.25 L1132 $75*4504'E 9.58 S75*4603 E $14'1356W 20.09 L1036 S64659W 9.58 L1085 N754604W 21.05 L1133 N14"1356E 20.00 N14°1357€ L1229 514*1356W Westwood
L1037 S83 1301'E 20.09° L1086 N14*13'56'E 5.00 L1134 516*1356W 20.09 L1182 S754604E 21.05 1230 $75 4604E 21.04 L1038 83301 11.25 L1087 N764604W 6.50 L1135 N75 4604W 958 N14°1356°E L1231 51491355W L1039 S54659W 21.04 L1088 S1491356 13.00 L1136 N14°1356 E 11Z L1184 $75 4604E 9.58 $75°4604°E Westwood Professional Services, inc
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L1071 3/54009 C 15.54 61119 N75 4604W1 24.33 L1215 N14'1336E 3.25 L1072 5460/W 15.54 L1120 514*1356 W L1168 L1216 N754601W L1073 S14*1356 W 3.25 S75*4604'E | 10.00 L1165 N75°4604 $75*4604E 15.54 L1074 54604W 12.00° L1122 S14*1356 W 1.91 L1170 3.25 L1218 3.25 L1075 514'1356W 13.00° 5754004 15.54 L1171 S754604E
L1076 S75*4603°E 6.50 N75°4604 15.54 L1172 S141355W N14'1356'E L1077 N14'1357E 5.00 L1125 514*1356 W -11% 2739509 C
L1078 S75*46'04°E 21.04° N75 4600 W L1174| S14*1356W S141357W L1079 N14°1356E 41127 | S14*1356*W 13.00 S75*4604°E 15.55 5404W 21.05 SHEET 27 OF 27 Attachment
"

JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
September 14, 2026
Via Email and Hand Delivery
Old Republic Title Company
1215 W. Center Street, Suite 103
Manteca, CA 95337
Attn: Lori Richardson
Re: Recordation of Final Map 4284; Escrow No. 1214023726 Dear Lori:

This letter constitutes the joint escrow instructions ("Escrow Instructions") of Califia, LLC, a California limited liability company ("Califia") and the City of Lathrop ("City") in connection with the above-referenced escrow ("Escrow"). The Escrow was opened in connection with recordation of the above-referenced 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 Califia 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, 2026, at the time designated in writing by Califia, subject to satisfaction of the conditions set forth below (each a "Closing"). If the Final Map has not been recorded by June 30, 2027, 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 Califia for recordation in the Official Records of San Joaquin County, California ("Official Records").

B.1. One original Final Map for Tract 4284, executed and acknowledged by the City (provided to title by City).

One original Irrevocable Offer of Dedication of Easement for Public Roadway and Public Utility Easement Purposes (Tract 4284 - Roadway Dedication - Lantern Bay Circle) (provided to title by City).

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. _ (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 Califia).

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 Califia). 1 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. 2023-2 (Public Facilities Supplemental) (provided to title by Califia).

The documents listed in Items B.1, B.2, B.3, B.4 and B.5 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) and (iv) Consent to, and Ballot in favor of, Annexation of Real Property to Improvement Area No. 2 of the River Islands Public Financing Authority Community Facilities District No. 2023-2 (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, 2023-2 and Island Reclamation District No. 2013-1 must be delivered to Jeanne Zolezzi at Herum|Crabtree|Suntag, 5757 Pacific Ave., Suite 222, Stockton, CA 95207. Copies should be sent via email to Cindy Yan at Goodwin • Consulting Group, [email protected], Susan Dell'Osso ([email protected]) and Debbie Belmar ([email protected]) together with conformed copies of the amendments to notices of special tax that are recorded as part of the Recordation Documents.

Funds and Settlement Statement
You also have received, or will receive from Califia, 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 Califia and City ("Settlement Statemenf'): recordation costs, escrow fees and other amounts as set forth in the Settlement Statement. Such costs, fees and other amounts are the sole responsibility of Califia.
• 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 $54,541.69, 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 $3,971.00 multiplied by 13.735 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." 2 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
D.: Closing Requirements
When the following has occurred, you are authorized to close the Escrow at the times) 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 DellOsso ([email protected]); (b) Debbie Belmar ([email protected]); (c) Brad Taylor ([email protected]); (d) Salvador Navarrete ([email protected], 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;
E.4. Refund any funds delivered to you by Califia that are not disbursed at the time of the final Closing pursuant to these Escrow Instructions to the following entity and address:

Califia, LLC
73 W. Stewart Road
Lathrop, CA 95330
Attn: Susan Dell'Osso
3 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
E.5. Notify Susan Dell'Osso ([email protected]), Debbie Belmar ([email protected]), Brad Taylor ([email protected]), Stephanie Rosillo-Silva ([email protected]),
([email protected]), Teresa Vargas ([email protected]), Sarah Pimentel ([email protected]), and Jose Molina ([email protected]) 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, Califia, LLC, 73 W. Stewart Road; Lathrop, CA 95330; and (2) Mr.

Brad Taylor, City Engineer, City Attorney; City of Lathrop, 390 Towne Centre Drive, Lathrop, CA 95330:
(A) a certified copy of the Recordation 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 Date Susan Dell'Osso Date
City Manager President
City of Lathrop Califia, LLC
4 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)

ESCROW INSTRUCTIONS
ACKNOWLEDGEMENT AND AGREEMENT:

Receipt of the foregoing Escrow Instructions from Califia and the City is hereby acknowledged. The undersigned agrees, for itself, and on behalf of ORTC, to proceed in strict accordance with these Escrow Instructions. The undersigned represents and warrants to Califia and the City that the undersigned is authorized to execute this Acknowledgement and Agreement, for itself, and on behalf of ORTC.

Old Republic Title Company
By:

Its:

Date:
5 Autacnment v
"B2"

RECORDING REQUESTED BY AND
AFTER RECORDATION RETURN TO:

City Clerk
'ecorded for the benefit of the City of Lathrof
ursuant to Government Code Section 27383

TWENTY-FIRST 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. 21
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 Twenty-First 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 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's tax parcel(s) numbers of all parcels or any portion thereof which are included in this Twenty-First Amendment to Notice of Special Tax Lien, together with the names) of the owners) 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 Deputy City Manager/Finance Department, City of Lathrop, 390 Towne Centre Drive, Lathrop, California 95330; Telephone: (209) 941-7320.

Dated: , 2026.

By:

Teresa Vargas, City Clerk,
City of Lathrop
-2-

EXHIBIT A

CITY OF LATHROP
COMMUNITY FACILITIES DISTRICT NO. 2023-1
(RIVER ISLANDS PUBLIC SERVICES AND FACILITIES #2)
ANNEXATION NO. 21

ASSESSOR'S PARCEL NUMBER(S) AND OWNER(S) OF LAND
WITHIN ANNEXATION NO. 21 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's Parcel No.

CALIFIA, LLC 220-020-15, 220-020-21
73 W. STEWART RD.,
LATHROP, CA 95330
A-1

EXHIBIT B

CITY OF LATHROP
COMMUNITY FACILITIES DISTRICT NO. 2023-1
(RIVER ISLANDS PUBLIC SERVICES AND FACILITIES #2)
ANNEXATION NO. 21
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:

Maximum Services Maximum Services
Special Tax in Ta: Special Tax in Tax
Cone 1 Prior to th Zone 1 After the
Trigger Event Trigger Event
(Fiscal Year 2026- (Fiscal Year 2026-
Type of Property Lot Size 27)* 27)*
Residential Property:

Single Family Detached Property Greater than 7,000 SqFt $490.38 per SFD Lot $232.58 per SFD Lot Single Family Detached Property 5,801 to 7,000 SqFt $395.92 per SFD Lot $187.78 per SED Lot Single Family Detached Property 4,801 to 5,800 SqFt $363.24 per SFD Lot $172.28 per SFD Lot Single Family Detached Property 4,000 to 4,800 SqFt $308.76 per SFD Lot $146.44 per SFD Lot Single Family Detached Property Less Than 4,000 SqFt $286.96 per SFD Lot $136.10 per SFD Lot Single Family Attached Property Not Applicable $0.00 per Unit $0.00 per Unit Multi-Family Property Not Applicable $0.00 per Unit $0.00 per Unit $0.00 per Non- $0.00 per Non-
Non-Residential Property Not Applicable Residential Square Residential Square Foot Foot
* On July 1, 2027, and on each July 1 thereafter, all figures shown in the table above shall be increased by the Escalation Factor.

B-1
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:

Maximum Maximum
Facilities Special Facilities Special
Tax in Tax Zone 1 Tax in Tax Zone 1
Prior to the Trigger After the Trigger
Event (Fiscal Year Event (Fiscal Year
Type of Property Lot Size 2026-27)* 2026-27)*
Residential Property:
ngle Family Detached Proper Greater than 7,000 SqFt $0.00 per SFD Lot $257.82 per SFD Lot ngle Family Detached Proper 5,801 to 7,000 SqFt $0.00 per SFD Lot $208.14 per SFD Lot Single Family Detached Property 4,801 to 5,800 Sqft $0.00 per SFD Lot $190.96 per SFD Lot Single Family Detached Property 4,000 to 4,800 SqFt $0.00 per SFD Lot $162.32 per SFD Lot Single Family Detached Property Less Than 4,000 SqFt $0.00 per SFD Lot $150.86 per SFD Lot Single Family Attached Property Not Applicable $0.00 per Unit $0.00 per Unit Multi-Family Property Not Applicable $0.00 per Unit $0.00 per Unit $0.00 per Non- $0.00 per Non-
Non-Residential Property Not Applicable Residential Square Residential Square Foot Foot
* On July 1, 2027, and on each July 1 thereafter until the first Fiscal Year after the Trigger Event, all figures 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
Attachment
"F"

RECORDING REQUESTED BY, AND
WHEN RECORDED MAIL TO:

CITY OF LATHROP
ATTN: CITY CLERK
390 TOWNE CENTRE DRIVE
LATHROP, CA 95330
Exempt from payment of recording fees (GC 27383)

SPACE ABOVE THIS LINE FOR RECORDER'S USE

IRREVOCABLE OFFER OF DEDICATION OF EASEMENT

FOR PUBLIC ROADWAY AND PUBLIC UTILITY EASEMENT PURPOSES (TRACT 4284 - OFFSITE ROADWAY DEDICATION - LANTERN BAY CIRCLE) FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Califia, LLC, a California limited liability company, hereby grants) 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 EXHIBITS "A" AND "B" 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's heirs, executors, administrators, successors and assigns.

SIGNATURES:

Dated: September _ _ 2026

CALIFIA, LLC,
a California limited liability company
By:

Name: Susan Dell'Osso, President
(Notary Acknowledgment Required for Each Signatory)
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 authorty conferred by the Lathrop Municipal Code and the grantee(s) consents) to the recordation thereof by its duly authorized officer

TERESA VARGAS, CITY CLERK
By:_
Date:

EXHIBIT "A"

LEGAL DESCRIPTION

ROADWAY DEDICATION AND ADJACENT PUBLIC UTILITY EASEMENTS

LANTERN BAY CIRCLE
(See Attached)
JN 25504 1/15/2026
EXHIBIT "А"

LEGAL DESCRIPTION

IRREVOCABLE OFFER OF DEDICATION

FOR RIGHT-OF-WAY AND PUBLIC UTILITY PURPOSES

LANTERN BAY CIRCLE
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 PARCEL 14, AS SAID PARCEL IS SHOWN ON THE MAP ENTITLED "TRACT 4205, RIVER ISLANDS-PHASE 2, WOODLANDS EAST LARGE LOT FINAL MAP", FILED APRIL 24, 2024, IN BOOK 44 OF MAPS AND PLATS, AT PAGE 95, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT THE MOST EASTERLY CORNER OF SAID PARCEL 14, SAID POINT ALSO BEING THE MOST SOUTHERLY CORNER OF PARCEL 21 OF SAID MAP OF TRACT 4205; THENCE ALONG THE EASTERLY LINE OF SAID PARCEL 14, SOUTH 46° 14' 16" WEST FOR A DISTANCE OF 60.35 FEET TO AN ANGLE POINT IN THE EASTERLY LINE OF SAID PARCEL 14;

THENCE LEAVING SAID EASTERLY LINE, NORTHWESTERLY ALONG A CURVE TURNING TO THE LEFT HAVING A RADIUS OF 990.00 FEET, FROM WHICH POINT THE CENTER OF SAID CURVE BEARS SOUTH 39° 52' 17" WEST, THROUGH AN ANGLE OF 44° 37' 03" AND AN ARC DISTANCE OF 770.93 FEET;
THENCE, NORTH 04° 44' 45" WEST FOR A DISTANCE OF 60.00 FEET TO THE NORTHERLY LINE OF SAID PARCEL 14, SAID POINT ALSO BEING THE SOUTHWESTERLY CORNER OF PARCEL 15 OF SAID MAP OF TRACT 4205;
THENCE ALONG SAID NORTHERLY LINE OF PARCEL 14 AND THE SOUTHERLY LINE OF PARCEL 15, SOUTHEASTERLY ALONG A NON-TANGENT CURVE TURNING TO THE RIGHT HAVING A RADIUS OF 1050.00 FEET, FROM WHICH POINT THE CENTER OF SAID CURVE BEARS SOUTH 04° 44' 45" EAST, THROUGH AN ANGLE OF 44° 58' 57" AND AN ARC DISTANCE OF 824.35 FEET TO THE POINT OF BEGINNING.

CONTAINING 47,859 SQUARE FEET, MORE OR LESS.

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'S ACT.

LAND
7-1-2026
WILLIAM M. KOCH 8092 DATE

PROFESSIONAL LAND SURVEYOR
CALIFORNIA NO. 8092
N:_ODE|Pleasanton|25504-River Islands Legal Descriptions LANTERN BAY CIRCLE IOD\25504-LD-LANTERN BAY IOD.docx Page 1 of 1 PARCEL 3
TRACT 4256 PARCEL 15
(44-M-142) TRACT 4205
01/15/2026 (44-M&P-95)
SEE SHEET 2 PÄRCEL. 7
FOR THIS AREA PARCELN14. EEN NE SETRE D TRACT: 4205
TRẠCT 4205
WMKoch 09:12:15 (44-M&P=95)

SEATON AVENUE KUTCHER STREET
PARCEL 13
TRACT 4205
(44-M&P-95) PARCEL 8
TRACT 4255 (44-M&P-142) TRẠCT 4205
PARCEL 12
TRACT 4149 PARCEL 9
TRACT 4205
(44-M&P-95)

STORNOWAY AVENUE
PARCEL: 10
TRACT 4205
(44-M&P-95)
N: \_ODE\ Pleasanton \25504-River Islands\ DWG\ PLATS\IOD : LANTERN •BAY CIRCLE\25504_EXH_IOD--LANTERN BAY • CIRCLE.dwg LEGEND
- - I.O.D. EASEMENȚ LINE
EX: LOT LINE LAND

IRREVOCABLE OFFER OF DEDICATION SSIONAL TAM
I.O.D pars

FOR ROADWAY PURPOSES
POB POINT OF BEGINNING F 13
200 -400 RO
(R) RADIAL BEARING
SCALE: 1" = 400' .8092
XX M&P. YY IN BOOK XX MAPS AND PLATS AT
PAGE YY, S.J.C.R.

OVERALL MAP
EXHIBIT "B" PLAT TO ACCOMPANY LEGAL DESCRIPTION SCALE: 1"=400":

Westwood IRREVOCABLE OFFER OF DEDICATION FOR RIGHT-OF-WAY DRAWN BY: BK
Westwood Protessional Services, Inc. AND PUBLIC UTILITY PURPOSES LANTERN BAY CIRCLE FILE:25504_EXH_IOD-LANTERN BAY CIRCLE.DWG 1165 SCENIC DRIVE, SUITE A westwoodps.com RIVER ISLANDS PHASE 2 MODESTO, CA 953350 T: 209.571.1765 CITY OF LATHROP SAN JOAQUIN COUNTY CALIFORNIA DẠTE: 1/15/2026 SHEET: 1 OF 2 PARCEL 9
TRACT 4256 PARCEL. 15
01/15/2026
(44-M&P-142) TRACT 4205
PARCEL 3 TRACT 4256 (44-M-142) (44-M&P-95)
PARCEL 21
TRACT 4205
(44-MxP-95)
LANTERN = 1050.00 4=41°5857 1=824.35
NO4º44'45"W(R) -- S40'14'12"W (R)

60.00*
A-590.00 =743703 1=770.93 - BAY CIRCE (1.O.D.) 47,859 S.F.

PARCEL 14
TRACT 4205
(44-M&P-95)
S46°14'16"W 60.35'
S39°52'17"W (R) -POB

STREET KUTCHER
PARCEL 13
TRACT 4205
(44-M&P-95) SEATON AVENUE
N: \_ODE \Pleasanton \25504-River Islands\DWG \PLATS\/OD LANTERN BAY CIRCLE\25504_EXH_|OD-LANTERN BAY CIRCLE.dwg WMKoch 09:12:15 NOTES
SEE SHEET 1 FOR LEGEND
0 75 150
SCALE: 1"= 150'

DETAIL SHEET
EXHIBIT "B" PLAT TO ACCOMPANY LEGAL DESCRIPTION SCALE: 1"=100' Westwood IRREVOCABLE OFFER OF DEDICATION FOR RIGHT-OF-WAY DRAWN BY: BK
Westwood Professional Services, Inc. AND PUBLIC UTILITY PURPOSES LANTERN BAY CIRCLE FILE: 25504_EXH_JOD-LANTERN BAY CIRCLE.DWG 1165 SCENIC DRIVE, SUITE A westwoodps.com RIVER ISLANDS PHASE 2 MODESTO, CA.953350 T: 2095711765 CITY OF LATHROP SAN JOAQUIN COUNTY CALIFORNIA DATE: 1/15/2026 SHEET:2 OF 2

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