Lathrop City Council
December 9, 2024

ITEM 4.14

CITY MANAGER'S REPORT
DECEMBER 9, 2024 CITY COUNCIL REGULAR MEETING
ITEM: APPROVE LARGE LOT FINAL MAP AND SUBDIVISION
IMPROVEMENT AGREEMENT FOR 25
UNDEVELOPABLE PARCELS IN TRACT 4256 WITHIN

THE WOODLANDS WEST DISTRICT OF RIVER

ISLANDS
RECOMMENDATION: Adopt Resolution to Approve a Large Lot Final Map SUMMARY:

The developer, Califia, LLC (River Islands) proposes approval of the Large Lot Final Map (LLFM) Tract 4256, included as Attachment "C". The LLFM Tract 4256 will create large "blocks" of land consistent with future proposed small lot final maps within the Woodlands West District. The approval of LLFM Tract 4256 provides the ability to process small lot final maps in an orderly fashion where one small map does not depend on another, providing River Islands with greater flexibility in the order in which they sell neighborhoods within the Woodlands West District. City Council previously approved LLFM's for Tract 3876 East Village District, Tract 3908 Lakeside East District (Stage 2A), Tract 4149 West Village District, and Tract 4205 Woodlands East District, for the same purpose.

Staff recommends that the City Council approve the proposed LLFM and Subdivision Improvement Agreement (SIA), included as Attachment "D", for Tract 4256, by the proposed 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. The Project included certification of a subsequent environmental impact report, general plan amendment to the land use map, and text revisions to the land use element and circulation element.

Amendments to the West Lathrop Specific Plan and Urban Design concept, zoning map and zoning text amendments, a Preliminary Development Plan and Vesting Tentative Subdivision Map, sixth amendment to the 2003 Development Agreement, and the Phase 2 Parks and Open Space Master Plan were also approved.

Tract 4256, the proposed subdivision, would create 25 undevelopable parcels within the Woodlands West District of River Islands, located on the west side of the San Joaquin River and north of the Union Pacific Railroad.

As required by Lathrop Municipal Code Chapter 16.16, all final maps must include a SIA to guarantee specific offsite and onsite improvements.

CITY MANAGER'S REPORT PAGE 2
DECEMBER 9, 2024 CITY COUNCIL REGULAR MEETING
APPROVE LLFM AND SIA FOR 25 UNDEVELOPABLE PARCELS IN TRACT 4256

WITHIN THE WOODLANDS WEST DISTRICT OF RIVER ISLANDS
The approval of Tract 4256 includes an SIA for the guarantee of the unfinished portions of Sonny Dhaliwal Parkway, Notting Hill Drive, Kilpatrick Avenue, Harwell Street, and Edinburgh Avenue, as detailed in Table 1 below. The SIA associated with Tract 4256 is focused on the guarantee of this portion of the collector and arterial roads.

Table 1 - Bond Details
Unfinished Improvement Total: $16,656,000
Performance Bond (110% of Unfinished Improvements) $18,321,600 Bond No. 0844475
Labor & Materials Bond (50% of Performance Bond) $9,160,800 Bond No. 0844475
As a precondition to record Tract 4256, River Islands must satisfy the Escrow Instructions, included as Attachment "E", by depositing necessary sums to guarantee the payment of all fees and providing required documents.

REASON FOR RECOMMENDATION:

River Islands and the City mutually agree that a large lot subdivision map for each new district within the River Islands project is beneficial, since it allows for the orderly recordation of small lot final maps that create buildable lots in the future. Since River Islands does not know which tracts (Villages) within the Woodlands West District will record first, the large lot map allows for a small lot final map to be recorded in any order, with proper performance guarantees and security and any easements necessary for access. All final maps that create buildable lots will require an SIA and will require security for unfinished and/or deferred improvements associated with each tract/village.

River Islands has also completed the following required items necessary for approval:

Documents Status

1. Large Lot Final Map ready for signature Completed
Subdivision Improvement Agreement Completed

3. Performance Security - Uncompleted Collector and
Received
Arterial Road Improvements

4. Labor and Materials Security - Uncompleted Collector Received
and Arterial Road Improvements

5. Street Improvement Plans Completed

6. Geotechnical Report Completed

7. Submitted Certificate of Insurance Completed

8. Submitted Preliminary Guarantee of Title Completed

9. Escrow Instructions Completed
CITY MANAGER'S REPORT PAGE 3
DECEMBER 9, 2024 CITY COUNCIL REGULAR MEETING
APPROVE LLFM AND SIA FOR 25 UNDEVELOPABLE PARCELS IN TRACT 4256

WITHIN THE WOODLANDS WEST DISTRICT OF RIVER ISLANDS
Fees Status

1. Final Map plan check fee Paid

2. Improvement Plans - Plan check and inspection fees Paid

3. Sierra Club Settlement fee N/A
The above-noted documents and fees are required by the VTM 6716 conditions of approval prior to approval of the Large Lot Final Map by City Council. The guarantee is in the form of the Subdivision Improvement Agreement with security and improvement plans.

Extensive off-site improvements to serve Woodlands West District have already been completed; including construction of levees, participation and construction of a Wastewater Treatment Plant Expansion (Consolidated Treatment Facility and River Outfall Structure), the purchase of SSJID surface water and construction of utility and roadway infrastructure to serve the proposed development area.

Upon acceptance of all improvements as complete, a one-year warranty and repair bond will be required to secure the River Islands obligation to maintain all improvements and repair or correct any defective work.

FISCAL IMPACT:

There is no budget impact to the City as all City costs are covered by development fees. River Islands is also providing funds necessary to defray any staff time required to process their request.

ATTACHMENTS:

A. Resolution to Approve a Large Lot Final Map for Tract 4256 within Woodlands West District, Totaling 25 Undevelopable Parcels, and a Subdivision Improvement Agreement with River Islands
B. Vicinity Map - Tract 4256 Woodlands West
C. Large Lot Final Map - Tract 4256
D. Subdivision Improvement Agreement between the City of Lathrop and Califia, LLC, a California limited liability company, for Tract 4256 E. Escrow Instructions for Large Lot Final Map Tract 4256 CITY MANAGER'S REPORT PAGE 4
DECEMBER 9, 2024 CITY COUNCIL REGULAR MEETING
APPROVE LLFM AND SIA FOR 25 UNDEVELOPABLE PARCELS IN TRACT 4256

WITHIN THE WOODLANDS WEST DISTRICT OF RIVER ISLANDS
APPROVALS:
111a4 / 2004t
Veronica Albarran Date
Junior Engineer
11/26/2024
-
Brad Daylor Date
City Engineer
FOR C.D. 12/2/2024
Cari James Date
Finance Director
12 • 2.2024
Michael King Date
Assistant City Manager
12-2-2024
Salvador Navarrete Date
City Attorney
124-24
Stephen J. Salvatore Date
City Manager
RESOLUTION NO. 24-

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LATHROP APPROVING A LARGE LOT FINAL MAP FOR TRACT 4256 WITHIN
WOODLANDS WEST DISTRICT, TOTALING 25 UNDEVELOPABLE PARCELS,

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. The project included certification of a subsequent environmental impact report, general plan amendment to the land use map, and text revisions to the land use element and circulation element; and
WHEREAS, amendments to the West Lathrop Specific Plan and Urban Design concept, zoning map and zoning text amendments, a Preliminary Development Plan and Vesting Tentative Subdivision Map, sixth amendment to the 2003 Development Agreement, and the Phase 2 Parks and Open Space Master Plan were also approved; and
WHEREAS, Tract 4256, the proposed subdivision, would create 25 non- buildable parcels within the Woodlands West District of River Islands, located on the west side of the San Joaquin River and north of the Union Pacific Railroad; and WHEREAS, a Subdivision Improvement Agreement (SIA) between the City and Califia, LLC, (River Islands) and provision of security by River Islands for unfinished and deferred improvements for portions Sonny Dhaliwal Parkway, Notting Hill Drive, Kilpatrick Avenue, Harwell Street, and Edinburgh Avenue are required prior to final map approval pursuant to the Lathrop Municipal Code Section 16.16; and WHEREAS, River Islands has provided security in the form of performance and labor and materials bonds for the collector and arterial roads as detailed in Table 1 below
Table 1 - Bond Details
Unfinished Improvement Total: $16,656,000
Performance Bond (110% of Unfinished Improvements) $18,321,600 Bond No. 0844475
Labor & Materials Bond (50% of Performance Bond) $9,160,800 Bond No. 0844475
; and
WHEREAS, potential acceptance of the public improvements will be processed by staff at a later date and when the unfinished improvements are completed. Prior to acceptance, River Islands will be required to provide a one (1) year warranty bond; and
WHEREAS, large lot final map 4256 does not create buildable lots; it only configures them for future subdivisions and creates the backbone circulation elements (streets) for the planning area; and
WHEREAS, staff has confirmed that all Conditions of Approval of VTM 6716 required for approval of Final Map 4256 have been met, including those Conditions of Approval satisfied under the Subdivision Improvement Agreement; and WHEREAS, the City Engineer has confirmed that the Final Map for Tract 4256 is in conformance with VTM 6716, and complies with the requirements of the Subdivision Map Act and Lathrop Municipal Code, Chapter 16.16; and WHEREAS, River Islands must satisfy the Escrow Instructions, included as Attachment "E" 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 approves and accepts the following actions:

1. The Final Map for Tract 4256 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 December 9, 2024 staff report once the terms and conditions of the Escrow Instructions, included as Attachment "E" 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 December 9, 2024 staff report.

PASSED AND ADOPTED by the City Council of the City of Lathrop this gth day of December 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Paul Akinjo, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney ATTACHMENT "B"
ÀGE 8
E3 SCHCC. ILLAGE 6D
VILLAGE 5 >
LAGE 9 LAKE 15 VILL
VILLAGE 16
VILLAGE 19
AGE 22
COMMUNITY AGE 23
PARK
VILLAGE 18 AKE 1Y
AGE 10

OLD RIVER
DARK
LLAGE 21

HID ATTITP
PARK VILLAGE 14 m
VILLAGE 12
LAKE 16 LAKE 17 VILLAGE 20

RIVER ISLANDS PARKWA
VILLAGE 13 24 SCH00.

ATTACHMENT "B"
PARADISE CUT TRACT 4256

WOODLANDS WEST

VICINITY MAP
DECEMBER 2024

ATTACHMENT

OWNER'S STATEMENT
TRACT 4256
RIVER ISLANDS - PHASE 2
IN THE OFFICE OF THE COUNTY RECORDER OF SAN JOAQUIN COUNTY, CALIFORNIA. WOODLANDS WEST LARGE LOT FINAL MAP THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: A PORTION OF RANCHO EL PESCADERO, BENG A SUBOISION OF EDINBURGH AVENUE AS SHOMN ON THIS FINAL MAP.

NOVEMBER 2024

O'DELL PROJECT
SITE

OMER INTENDS TO SUBDIME THE LAND SUBJECT TO THS MAP WITH ANY AND ALL RIPARIAN RIGHTS OR OTHER WATER ENGINEERING

LAND IS ENTTLED THEREIN APPURTENANT OR RELATING TO THE LANDS,

SUCH SAS ERO MIS A A PARAN, OVER THE UTORA PRE A LOSER THE REAL EAT Y

CITY CLERK'S STATEMENT
OWNER: CALIFIA, LC. A CAUFORNIA LIMITED LIABILITY COMPANY

AS RESE OSSO DATE

RESIDEN

VICINITY MAP

NOT TO SCALE

TRUSTEE'S STATEMENT
RECORDED AUGUST 29, 2003, AS DOCUMENT NUVEER 2003-197463, AND AMENDED FINAL MAP SUBJECT TO THE IMPROVEMENTS BEING COMPLETED IN ACCORDANCE WITH CHAPTER 16, TITLE SECRETARY OF THE PLANNING COMMISSION'S STATEMENT

16.16 OF THE CITY OF LATHROP MUNICIPAL COCE. THIS MAP CONFORMS TO VESTING TENTATIVE MAP NO. 6716 RECOMMENDED BY THE PLANNING COUMISSICN ALSO, PURSUANT TO SECTION 66434(G) OF THE CALIFORNIA SUBOISION MAP ACT, THE CITY OF LATHROP AND APPROVED BY THE CITY COUNCL PER RESOLUTION NO. 21-4908.

DOCUMENT RECORDED JUNE 27, 2024, AS DOCUMENT NUMBER 2024-053256; AND UNDER THE DATED THIS _ DAY OF KUSI RECURDED APR 10. 7020. AS CUVENT NUMBER 2020-046455 AMENDED , 2024. 4C0 20 025, AS 302 AS OUR 703-86 2, 0- A CO OF A AN OUTT 1 FURTHER STATE THAT ALL BONDS AS REQUIRED BY LAW TO ACCOMPANY THE WITHIN MAP, IF APPLICABLE, RICARDO CAGUIAT, COMMUNITY DEVELOPUENT DIRECTOR DATED THIS.... DAY OF HAVE BEEN APPROVED BY THE CITY COUNCE OF LATHROP AND FLED IN MY OFFICE. aTY OF LATHROP
NAME:

TERESA VARGAS

OF A FOR AND CLERK OK THE CITY COUNCL OF THE CITY OF LATHROP, COUNTY OF SAN JOAQUIN, STATE CITY ENGINEER'S STATEMENT

ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE)

ACKNOWLEDGEMENT CERTIFICATE (OWNER) NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT

NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT

STATE OF CALIFORNIA
COUNTY OF SAN JOACUN A NOTARY PUBLIC, PERSONALLY APPEAR BEFORE ME, - C92823

WHO PROVED TO TA MATE, RECT OF LARO, AUTORNA

A NOTARY PUBLIC, PERSONALLY APPEARED BEFORE ME, - ME ON THE BASIS OF SATISFACTORY EMDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCREED TO

THE MTHIN INSTRUMENT, AND ACKNOMEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR DUTIE MACH BEST OF MACH THE PERSONS A SO, DIED TE INSUMENT THE PERSIANS.

PARAGE IS RUE AND COPERY UNDER TE LANS OF ME STATE OF CAUFOUA HAT NE FORECONG 1 CROR IS PEACE UNDER THE LANS OF THE STATE OF CALIFORNA THAT THE FOREGOING RECORDER'S STATEMENT MINESS MY HAND:

WINESS MY HAND: - OMAS ANO RATS AT PACE - 2024, A HE REQUEST OF OLO REPUBUC TILE COMPANY.

SIGNATURE: SIGNATURE:

MANGEL COUNTY DE BUSNESS: FLE: $
COUNTY OF EUSINESS: MY COWVISSION NUMBER:

MY COMMISSION EXPIRES
BY: ASSISTANT/DEPUIY RECORDER
SHEET 1 OF 15
TRACT 4256
CITY SURVEYOR'S STATEMENT RIVER ISLANDS - PHASE 2 EASEMENTS

WOODLANDS WEST LARGE LOT FINAL MAP O NOT USEO
1 NOT USED
PERE POLE UNE EASEMENT PER 283 OR 242 (APPROX LOCATION - NO MOTH GIVEN)

DATED THIS DAY OF
• NOT USTO
ARING CASER RES SOTI NOVEMBER 2024
• ISKO INEE AND ODO CONTRE EASEMENT PER 2004 OR S8S
O'DELL • SUDO UNE AND MOOD CONTROL CASEMONI PER 2157 GR542 ENGINEERING • ISCO UME AND FOGO CONTICE ASIMINT PER 2136 OR IEA • SACO LIVE AND 1.O0O CONTEC FASTMENT PER 2191 OR IES
( SEO LIVE AND 5.000 CONTRE ASCHINT PER 2625 CRE 587

SURVEYOR'S STATEMENT
DATED THIS. DAY OF 2024.

TABLES ARE FOR SHEETS 3-5 ONLY

LNE TABLE CURVE TABLE
DYLAN CRAWFORD, P.LS. NO 7788

CARECION LENGTI CURVE RADIUS DELTA LINGTH
82595/ 22.24 1000.00 43518" 80.08
N290257 W 88.18 1050.00 50000 149.37
56740'09°E 11.38 1050.00 1106'50 20367
RECITALS N7030'38°t 60.34 = 1050.00 73710 145.77
N19'4736°€| 35.47 885.00 3140'22 489.22'
NG7S026°E 35.15 8 83.00 123501* 18.18'
I70652 60.32' 117.00 154609 32 20°
SIGNATURE OMISSIONS N250549 * | 33.41* 891.00 4'44'38* 73.77 N474227°€| 35.95' 798.00 192502 269.97
L10 NS7346 W 60.75 C10 105.00 452150 83.23
N4514'09'W 32.96 CI1 850.00 2525'28° 377.18
L12 | N39'21'38'€ 39.25 C12 850.00|918'05* 918'05*137.99 REFERENCED AS PROJECT NO. 5044.5.001.01 AND DATED JULY 29, 2005. 413 | N262728** 66.76 C13 850.00 160724 239.19' EASEMENT ABANDONMENT NOTE L14 N5509'04*W 29.94 C14 2150.00 24220 101.53' N1O'20'13t 32.02
N25'49'51*₩ 62.05
N832714'W 37.18'
PLEASE REFER TO THE CITY CLERK'S STATEMENT ON SHEET 1. N0'0210°C 34.35' TRACT 4255 AREA SUMMARY
119N432610'E 76.77
PARCELS 1-25 410.026 ACE
N420759* 123.56
STREET DEDICATONS 19.902 ACA N29'3545°W 106.79'
TOTAL 429.928 ACE 122| N29'3345** 53.48
DESICNATED REMANDER 25.408 ACt
123 N293345 S331
124N850720°E 128.94
* RATE ON ORE SO ERE 202. 020 8 0. REPERC TE COUR 1214023592-18 N8255'08*E| 57.50' SHEET 2 OF 15
TRACT 4256 SEE SHEET 4 BASIS OF BEARINGS
RIVER ISLANDS - PHASE 2 10%.25 ^ 543001597369)
WOODLANDS WEST LARGE LOT FINAL MAP N815810'E 213.39(0) - ~ N82'01'20'€ 158.53(E)
→ NOT'E 158 38(6)) 1-0
PARCEL. 15 R=850.00
-N302*30 W 158.03'(E) 43-02912214
NOVEMEER 2024 (TRACT 4205) L=133.25' (N-M)
NOB'29'09 # 433.05- N18200520 02010(E (R1)
O'DELL -B SACRAMENTO-SAN JOAQUIN DRAINAGE INSTRICT N3900'11'E 36.07- N75'58 20°€ 25.18 (E) ~ LEVEE. EASEMENT (2194 OR 164) R=1050.00 1-142357" (-263.88'7 ENGINEERING -NO 28'20°W 179.55 (C) NO 4*W*) PARCEL 14
N123051°C 18568'→ N19008'42 K(R) (TRACT 4205)
MONUMENTATION NOTES * 735272070950(1) IR1) 193ULS
NI5575J'E 124.76 N250/13 mR)
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788° PER (R1)
N453053'€ 7961- N19'3210°L 68.68(€) 8067521077685
*-9=350.00" 4=44'32'40° L = 272.11 '(E)
-) SACRAVENTO-SAN JOAQUN DRAINAGE DISTRICT
LEVEE EASEMENT (2157 OR 562)
N671734 (R) PARCEL 13 PARCEL 9
- N1500'00°E 19.30 (E) PARCEL (TRACT 4205) (TRACT 4205) (RI) (R1)

31.07(C) - N91'45'25°W 202.60'(€) 12
N162907X PARCEL 18 N7310 0J K(R)
336.35
N1130'55°€ N04 29 57°€ 286.79 (E) 455.335 ACRES + R-1050.00" A=1508'49* N9875S2 B) VE 276)

MATAISER) SEATON AVENUE STORNOWAY AVENUE
298. M6230 (1D) SACRAMENTO-SAN JOAQUIN DRAINAGE DISTRICT N62'30 53°E LEVEE EASEMENT PARCEL "B" (2625 OR 587) M013748°7(฿) I AVENUE 109.88' 4 45(4-270)
- N29'46 47°€ 260.72'(E) PARCEL 10
NaS 48031 _ N582057€ 17131(E) 146-38'09E(8) (TRACT 4205) N62'30'53'E 25.16'(E)(TIE) (RI) RIVER ISLANDS PARKWAY
N48°48 02°€ _ 2N774605'€ 22514(C) LIS

35.36 951.97 (E) N83106701511(E)

68.00 N8S71 58*% 662.28 (IXR) (1D
(3) 65509 3,5Z2212N PARCEL. 11
DETAIL A (TRACT 4205)
FROM THIS SHEET Ex59 308°t (R1)
(1-50)
3 P.G.AE. POLE LINE EASEVENT -850.000
T7.95(EXIE) (NO MOTH GIVEN) (263 OR 249)
2 ASSISSEN NO515'47 WR)
(3)SE 1952 1 SEE DETAIL A

ON THIS SHEET
-N5030'33'E 111.08'
130.13 (E) - N7439'15**
816.05(E)
MATSZOr'E PARCEL 19
N4430'06°W (TRACT 4205)
150 14'(E)7 IS NEE DARE, SO LEE CASEMENT N7039'07'W 751.08 (R1) - 20255M. M.1082,55N N54'31'36 W -(1D) SACRAMENTO-SAN JOAQUIN DRAINAGE DISTRICT 146. 30(E) LEVEE EASEMENT PARCEL *° (2625 OR 587) N29'46'53°€ 7000 05 W Na8:307* 102085
20255 M.10.BZSEN 1N243916 Г 18.81 (€)
- 1430(07 / 382.02 (E) 30154E) _ 916.03(6)]
N2346'36* 107746(E)
- N543136ж NOSO I PARCEL 21 A 21-120, 507 3760VED. NOTES 165.30 (C) NS62507W 793507 794-281
N35'29'07*W-
104.19'(E) N567907 294.561 PARADISE CUT
SHEET 3 OF 15

MONUMENTATION NOTES
A FOUND 2-1/2° BRASS DISK STAMPED "PLS 7788" PER (R1) TRACT 4256 • FOUND MONUMENT IN WELL PER (R1)| -N8229'09*W 152.55 RIVER ISLANDS - PHASE 2 • FOUND 3/4° IRON PIPE WITH PLASTIC PLUG "PES 7788* PER (R1) N753051°E 240.78 - X FOUND 1.00 WINESS CORNER (W.C.) IN SCEWALK ON ALONG, PROPERTY N4330'ST'E 94.73 WOODLANDS WEST LARGE LOT FINAL MAP N7:3240°C 6X12 115' WIDE PARCEL AND LEVEE EASEMENT
UNT PRASS ON STAND 2 0 PEAR TO CENTERINE, 218.96'(E) 219.90 (E) PER 2836 OR 332, S.J.C.R A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIMISION OF N5528:00 49,76 PARCEL 18 OF TRACT 4205 (44 M&P 95).

CITY OF CATAROP, SAN LOADIN COURT, CALFORNIA
218.48' N82'50'S1'E 649.83
NOTES N8122 09* NOVEMBER 2024
N8D05 00°% NBB'4140°W + N$507207 43822(6)
2 SI SEE 3 FOR AS BE AND SERIES, 250.32 (E) 4731340% 660(E) . O'DELL 226.71(€)
® LEVEE EASEMENT PER N7079'30' 143. 77(6) >
2720 OR 483, S.J.C.R. ENGINEERING
N8507'20"€ 265,76 49'30'10 W
> 30.00'→
O L D 97.00 (E)
N0452'40*₩ 60.00 (T) - 12T 0 R67430 4-3978 106989)

30.00'-
- N2210'50°€ 62.91(E) VILLAGE 6 BOARDWELL STREET-
PARCEL. 24 (LLA 24-120) 0TS,05.P9N 15 ITRACT 4223)
N89:30'51°E 381.45 A110T/~N3325S0'E 104.52(E)
N16'1250° 43.51 (E)- 20416(C) - ISOS: 20° 16.30(E)
74030W * N$8°22 AO' 57.27(E) N0704'52 W 550.19 M35 3025* RIVER N230340° 102.38'(C) - GRAMF
LN7754'20°E 66.53(E)
N89'04'30°€ 69.39'(E) ORD 4-14'53'40°7
1=85. 79° 1-134 s9(E)
PARCEL 18 N82'55 08E N69'2314 E(R)i N482238'F(8)

75.00* 612.41
455.335 ACRES ‡ - 30.10'— STREET N69'29'30 W N8429'09 N N69'2314E|/

23.55! 257.26 (E)
NO219'03*W 60.21'(г) - GROVELAND AVENUE
N1970'40'N 170.46(E) 30.10'- R 08700 4-504338 190:4610° N52'04'52°W 35.36" 104.00'(E)

SACE LATEST AAL AAC STRICT
N1201'20 W 110.42(E)
100° 222.38 N0529 09 1
SCALE: 1* - 200' • NO1'28'50°W 116.04'(E)
N070652% 80141 70452 96952- STRANDBERG AVENUE DE
N21'43'40°E 143.17(€) Г7
PARITO EMATA WAY PARCEL 17 (TRACT 4223) VILLAGE 6
(TRACT 4205)
MB23051'E 705.25 - N4335'20°€ 84.17(E) (R1) (44-M-133)
N5736'00°€ 97.94 (E) NTX)- GALLIVANT AVENÚE
N65'14'20°E 155.76(E)
R-35.00 8-5036'16" L -30.91"
N43'31'24*E 35,49'-
R=37.00" A-3951'45* L=25.74 →
N06 36'51"W(R) C102 R-2150.00 4-205(96 1=784,3(r) TULLAMORE AVENUE NO4 21'12*W 104.09(1)- 85170'58* 64478°
LEGEND N064335W..... - 52.04.
200.00° (Rt) MEASURED AND RECORD DATA PER REFERENCE SHOW R= 37.00° 4=393401- L=25.55'- X1-34506 L=13955(8-M) DENOTES REFERENCE (R1) - SEE REFERENCE UST ON SHEET 2 N5709'33*49.41°- N75 46'06 W 1255.86 (1(R1) MONUMENT TO MONUMENT R-35.00' 8-50'04'41" L-30.59°- 711.27 (M-M)(R1) (M-B). MONUMENT TO BOUNDARY NOTONSE% BRANTON AVENUE
(U-CL INTX) MONUMENT TO CENTERLNE INTERSECTION PARCEL 15 (TRACT 4205) 3445 - M- 4XRI)/0
(R1)

BOUNDARY
D.N.A.N. DOCUMENT NUMBER, INSTRUMENT NUMBER. (n-n) 6S Z0L P.U.E. PUBUC UTLITY EASEMENT
L1/C1 SEE SHEET 3

LINE, CURVE

BOUNDARY

LOT UNE OR RIGHT-OF -WAY LINE

EASEMENT LINE

CENTERLIE
SHEET 4 OF 15
MONUMENTATION NOTES NOTES TRACT 4256
A FOUND 2-1/2 BRASS ISK STAMPED "PLS 7788 PER (R1) RIVER ISLANDS - PHASE 2 • FOUND MONUMENT IN WELL PER (RI) WOODLANDS WEST LARGE LOT FINAL MAP • FOUND 3/A IRON PIPE WTH PLASTIC PLUG FLS 7788 PER (RI) NOVEMBER 2024
•'DELL
400 ENGINEERING
SCALE: 15 - 200
177.06
N632809
X2856 CR 332, SUCR PARCEL 24 (LA 21-120) - N48'56'20 ₩ 143.32(6) 1=329.77 (g) 1275400'W 8800(E) SEE DESERT
R=310.00'
N 124617 1-39168 -
(3)00 052 N400740°W 159.00(E) -- NВ8N010°E)
100. 00(0) ~8.95 (EX TE)
- 1470000°₩ 10500(E) 195.00(€) PARCEL 34
PARCEL 18 PARCEL 24 (LIA 21-120)
612.41 N81:4900 W 861.12 TRACT 4149
NBA 29500 N 208.00 (E) *00984•y IR1)
,69991 55840000(3 NB6 28'08°N 292.50
N8340'30°W M.20,9.OWN
N8046'10°w 103.00 (e) N8738 22°E 383,55 PARCEL 18 H873510'W 312001 100.00 (E) PARCEL 3 455.335 ACRESt
R= 1087.00 TRACT 4205 07586-8
1504535 1 96237 PARCEL 2 Ан4т4г1* 1-717.39 N821722 w.39.70 4 PL. TRACT 4205 L=194.38
VILLAGE 6 IRI)
ТИ (ТРАСТ 4223) PARCEL 1
TRACT 4205
IR1)

SEATON AVENUE ISLANDS PARKWAY
PARCEL 24 (LIA 24-120) PARCEL. 20
TRACT 4205
(R1)

31.57'(E) PARCEL 34
TRACT 4149
(R))
PARCEL 18 O1'20: LSE LOCO

FROM TA SHET
SHEET 5 OF 15
TRACT 4256
RIVER ISLANDS - PHASE 2

WOODLANDS WEST LARGE LOT FINAL MAP
NOVEMBER 2024
PARCEL 14 O'DELL
VILLAGE 6
DESIGNATED (TRACT 4223): PARCE! PARCEL 14 ENGINEERING
REMAINDER (R2)
PARCEL 1|
PARCEL 17 (TRACT 4226) (TRACT 4205) SHEET INDEX
PARCEL 1
(TRACT 4205) (TRACT 4223) 144-MP- 134) (R1)
PARCEL 4 PARCEL 2
(RI)
PARCEL 20
(TRACT 4205)
KILPATRICK BRANTON AVENUE (R1)
AVENUE
PARCEL 15 VILLAGE 22
(TRACT 4205) (TRACT 4215)
(R1) 144-MP-102)
PARCEL 5
PARCEL 9
PARCEL 3
PARCEL 14

KUTCHER
STREET

HARWELL
PARCEL 6 STREET
DESIGNATED PARCEL 14
PARCEL
REMAINDER ITRACT 4205) SCALE: 1° - 500'
PARCEL 13
13) (TRACT 4205) VILLAGE 21
TRACT 4219;
PARCEL 20 / (44-MP-104
PARCEL 7 PARCEL 19
PARCEL 8 PARCEL
PARCEL 17 PARCEL 10
TING HILL DRIVE (TRACT 4205)
• PARCEL 18
(R1)

DESIGNATED
REMAINDER PARCEL 11
PARCEL 16
(TRACT 4205)
PARCEL 11 PARCEL 13 (R1]
PARCEL 15
LEGEND
PARCEL 10

BOUNDARY

LOT LINE OR RIGHT -OF-WAY UNE
PARCEL 12 EASEMENT LINE
PARCEL 14 SHEET UMIT LINE

SHEET NUMBER
PARCEL 14
SHEET 6 OF 15

MONUMENTATION NOTES NOTES
© SET STANDARD CITY OF LATHROP WONUMENT WELL STAMPED "PLS 7788" N75'30'51*€ 240.78'- 152.55 2 SEE SHEET 3 FOR EASON NOTES RECENTS. TRACT 4256 N82'29'09*w BASIS O BEAGNOS AND LEGENG
SET 3/4 IRON PIPE MITH PLASTIC PLUG "PLS 7788"
A FOUND 2-1/2" BRASS DISK STAMPED *PLS 7388" PER (R$) N43'30'5I*E 94.73 RIVER ISLANDS - PHASE 2 W73240°€ WOODLANDS WEST LARGE LOT FINAL MAP
• FOUND MONUMENT IN MELL PER (RI) & (R2) 21856(E) 219.90 (C) 926P9 M.60,62.SSN
• FOUND 3/4° RON PIPE MITH PLASTIC PLUG "PLS 7788" PER (R1) & (R2) N18'42'40°E 148.73(E) A PORTION OF RANCHO EL PESCADERO, BEING A SUBCIVISION OF * FOUND 1.00' WTNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY 295,00' COPING MOEBESEN 218.48 PARCEL 18 OF TRACT 4205(44 MAP 95).

LINE PROJECTION, RACIAL BEARING OR PERPENDICULAR TO CENTERLNE RH 155.000 N82'50'51'E 648.83 426.88

1.17* BRASS DISK STAMPED *PLS 7788" PER (R2), _N2604107 TED 4058% N8122:09 N792909% CITY OF LATROP, SAN ON ON ALFORNIA X SET 1.00 WETNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY 70.28 (E) L=283.10. N8005:00% 88140% + - 0850720E 43822(0) 05382 60.62.65N LINE PROVECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, 250.32(€) NOVEMBER 2024

1.17 BRASS DISK STAMPED *PLS 7788* 226.71 (E)
N44'34'48 E(R) • DELL
RuB4500 4-404215 118001017) L-L19(R) 4=36051* #53125 120 M850720° 32525(1) N49 3010W 12 115" WOE PARCEL AND LEVEE CASEMENT. 97.00 (E) ENGINEERING PER 2836 OR 332, S.J.CR. 10452 0 60.00 8897 22.57 0542958 N2210 50€

62.91 (E) REMAINDER :494.70 (1)
PARCEL 24 ILLA 24-120) N3323'50E VILLAGE 6
N89'30'51'E 39143 104.52'(€) PARCEL 2 (TRACT 4223)
N50'51 20°C N04855L 418.67 24.411 ACRES +
N1S12'50'E 43.51'(C)- 116.30(E) PARITO EMATA WAY (44-M-133) 204.16'(C) (P.U.E. OVER ENTIRE PARCEL)
N41'19'23 E(R) 'R-500.00 s-03520'30°
N2303'40°W 102.38'(E) L- 334.59 (E) 15
0056L»l 100192 M.SO.11L69N LOSS 269731°7
LN8904 30"E 69.39 (E) -76.05 * N8255'08*E 8=145340*%
21220-7 F15.00 N80'4510 W
PARCEL 14 L-85.701
083> - NO219'03 W 60,21
134.457 ACRES * PARCEL 4 15'08°E SEE SHEET
N2: 55.00' - N5204 52% 35.16 GROVELAND AVENUE 3),922453

20.012 ACRES ‡ Lit NO2'53'05 E(R) N83'40'30°w
-N1910'40°W 170.46'(E) 32 (P.U.E. OVER ENTIRE PARCEL) NO6 33'11*E(R) PARCEL 1 928 171.5.50.058.002825
N65 48'55°C 35.35 1.592 ACRES ‡
100' 200 120120° 1.25, FOLON
SCALE: 110.42'(E) N20'48'55*€
r09*w 89.00° TABLES FOR SHEET 7
N°128:50°
222 NO5'29 115.04'(€) N6911'05*w LINE TABLE
100,00' 223.46 CURVE TABLE LINE TABLE
N0029'57°*

52.35 PARITO EMATA WAY CURVE • RADIUS DELTA LENGTH DIRECTION LENGTH LINE * DIRECTION LENGTH 211.47 N214340°€ 364.00 DY100 M.ZS.FO.LCN
...NAJ'33'20°€ 84.17 (E)- 143.17(E) NO7'04'52°w 35.00 50*36'14 30.91 N43°31'24°C 35.49 N85'0720°E 59.49 N71:4204F 166.00' 37.00 39°5145 25.74 N°°211W 104.09 N67°514R"E 36.60 N57'56'00'E 97.94 (E) ~ 84.081
8-15'43'08* N0054855E N.ZS.7QLON N66*5542 W
MA230'51E 108.25 L34- 263.00 6'20'39 29.12 35.66 N68°51:23 W 10.00 [=190,67
155.76(E). R=695.00 SEE DETAIL D. 882.00 3°40°06° 55.47 N240127 W 47.92 N54°1025 W 129.50 N82'01'20'E 158.5J(E)- N827758 g ON THIS SHEET

5.905 17.00 66'1406° 19.65 N25°26'47*E 34.18 61.84
+ 209.86
SEE DETAIL C. 50 00 166'3350 145.35 12'2448 W 60.75 7'0452 W 44.78

ON THIS SHEET
PARCEL 6 65.50 15°26'05* N59'1515W 30.66 24*0127 W 49.05 PARCEL 5 R=2202.00° 04:52 162.70 N65'58'33 E

87.00 15*2605 23.48 123.32
(30.92 / 30.925 SEE SHEET 8
L30 YCSA(8-М4 17.00 68'2827 20.32 N32°18'36'E 38.64 04'5W 135.88 L26 ENUE 70452 61.17 NO 0902'E 54 78
g 50.00 176 39 14 55.90
129
845.00 44055 69.05 N7°4740 E 60.01 N20°4855 E 100 00
- -2987. 35(7) N42°54'06'E 38 29 N69*1105 W 125 15
012 87.00 11°0225 16.76
N8717'40 w(9) 3-024'S0 DHAL IWAL PARKWAY
N7219'12 E(R) g 113.00 20*5307 $1.19 7°452 75.40 N69*1105 W 100 00 (-16.00'
337.00 5°5041 34.38 NS4:S155W 84.25 N20°48'55 E 53 0C
N714914 E(R) * R= 2202.00 PARCEL 3 N79 4332 W 55 36 N83*1316 W 330.00 1'1512 61 85
- 0352355" L×607.82(1) -
N06'36'51 MB) 300.00 88.71 N75 3902 W 55.36 N20°4855 E 85 74 SONNY 16 5635
N070150 W(R) /

11.81'- 2150.00 3°4306 139.53 N71°3431 W 55.36 N69*1105W 137.73 LS) 222546 K(8) NO2'5702 W(R)

2.04 N06'40 08*WR) SEE SHEET 14 N69 4728 VI 48.64 N20°48'55 E 16 00 * N31*0838 E 10.00 N53 0816W 83.02
(45 2-2104'25 L×790.78 (M-4) R= 2150.00
N85'0720°E 72.26 N7*04'52 W 52.26
N253710W()

DETAIL C DETAIL D

FROM THIS SHEET FROM THIS SHEET
(1'=20") (1*=100) SHEET 7 OF 15
PARCEL 4 NOTES
SEE SHEET 7
KILPATRICK AVENUE SEE SET 3 FOR EASE NOTES AND REFRENCES. TRACT 4256 3/032/1082
SEE SHEET 4 FOR LEGEND. N6548'55°E 35.36'-
-17 SEE SHEET 7 FOR MONUWENTATION NOTES RIVER ISLANDS - PHASE 2 1201'20 W
PARCEL 2 110.42 (E) 20'48'55 E WOODLANDS WEST LARGE LOT FINAL MAP

89.00 *03238 MO128:0 PARCEL 4 A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIMISION OF N8717'40 W(R) 116.04'(E) N697105/ PARCEL 18 CF TRACT 4205(44 M&P 95). -m295 N721912 1(8) R N383051E PARCEL 4 100.00 N6971505 ATY OF CATAR SAS AROMA CATTORNEA N714914 (R) (n- - 211.47 N21'4340°€
143.17(6) 364
... N43'3320°E 8417(6)- NOVENBER 2024
N5756'00 € 97.94 (E) —
PARCEL 24 8011) 204855T • DELL
(LIA 24-120) N823051'E 205.25 L34
NS1 3051E) Ra695.00

71.52 ENGINEERING
100: 200°
243.39'(E) 144 SCALE: 1° - 200°
NO4:30'51*€ 209.85 .65
PARCEL 5 145" 128.14 -N20'48'55'E 60.00'
LNB60100°E 158 38'(E) - 195137°€ 60.01
4353710W8) N22'40'20°E 8562(E)- L4-151346* KILPATRICK AVENUE SE SHEET 14 N1001'50'W 11910YE)- PARCEL 14 L=184.73 - N2276'44"E 66.46' DETAIL C 134.457 ACRES ‡ --N26'50'00'E 68.30'
FROM THIS SHEET N08:20*N 433.05 - BRANTON AVENUE
- N30'21"30"W 158.03(E) N41'58'09 W(R) - N31'32'38°€ 68.30° (1=60) 101.00) L29
N025702W)
N18'12'00"W 104.02'(E) A-40715* L=52.50' -N3615'16*€ 68.30 -N1015 20°W 106.70(E) | R=730.00" PARCEL 15
-N10'5754"E 68.30
N75'58'20'E 26.18(C)- - 114540'32*€ 68.30 (TRACT 4205)
NS20906°E SEE PES SHET
A=1'58'39" L-33.48'
R-970.00 PARCEL 5
N12'30'51"E 185.68' TABLES FOR SHEET 8
N39'49'32 (R) 23.748 ACRES ‡ PARCEL 3
N05'27'20°€ 94.67'(E) - Se 101.00
N7753'29 ₩ 107.50 (C) -N48'11'45'€ 60.00' 8-2202'32 LINE TABLE LINE TABLE PARCEL 6
NI205 50 1 N449421'€ 60.00' SEE SHEET 14 LINE • DIRECTION LENGTH LINE N DIRECTION LENGTH N153753'E 124.76 28.39 (C) 21.344 ACRES ‡ #4016'57E 60.00 • N56'13'00°€ (P.U.E. OVER ENTIRE PARCEL) N66*5542 W 35.66 N67 0135W 75.03 N45:30'53'E 79.61 59.28 (E) -N3619'32'E 60.00 R=220200 46385548 (M153332 -N3306'53*E 60.00' N24 0127W 47.02 N07:0939° 35.B5
R=350.00' 8=46'32'40" L=272.11'(C) А мерзалот с N4603'59 W(R)

68.68 (E) 233.02 (M-H) N25*2647°E 34.18 N9°107W 60.81
SSO.85 600) N12'2448°W 60.75 34.93
•N325702"E 60.00 N59°15'15*W 30.06' 5 N67'1920 E 35.76
N74'55'50 w 61.84 N65 5749W

30.28 (c) T +T *-N3121'26°€ 60.00' L#789.82(4-4) 60.05
284937°0 - N2950 31°€ 60.00' N70452 W 44.78 N22°39'04'W 34.97 -N$744'50°€ 92.92 (E) N66'23'51"WR) 29.72'
N74'5550'W N24 0127W N68 1810E

31.07 (E) -N$5':00'00°[ 19.50(E) 346.57. NS701'35* 49.05 35.15 6701'35
- N1146'25 ₩ 202.60 (E) N69:3745% 300.000 120.00 8-250253 123.32 N67°3345'W 60.01 -41.69* GIS y(13
N1629'07 N7°04:52W 135.88 N22 5200°W 34.27
TWAL
336.35 NO-0902°E 54.78 N42°47'06°E 45.66
N68'09 39 W(R)
N20'48'55'E 100.00 N41°19'15°W 35.36
1:303° SHEET 13
10679(7) -ОбН PARCEL 20 N°9°1105W 125.15 L117 N7º0452°W 52.26 255745E 61452 N69°1 1'05 W 100.00

CURVE TABLE
N68:47'49 WR) PARCEL 7 N20°48'55'E 53.00
298.05 CURVE • RADIUS DELTA LENGTH
N62:3053 N4230'93E PARCEL 7 So 83*1316 W 61.85 263.00 6'2039 29.12 109.88° 24.173 ACRES + N86 D4 59 MR) N20'4855'E 85.74
NB619'15 ₩ 642,02 87.00 110225° 16.76
N6230SSE (P.U.E. OVER ENTIRE PARCEL.) SONNY CHALINAL: PARKWAY 69°1105 W ~ 25 16'(E)(TIE) 113.00 20$5307 41.19
(6672.70(r) R×221950% 0x17 22 08* 1-1905'06* (278.51(4-м) 73200° N20'48 55'E 16.00 1-17171 Lº669.51 337.00 5'50'41 34.38
PARCEL 8 PARCEL 8 N53'08 16W 83.02
2430.00% 1'4548 74.79

1.151 ACRES ‡ SEE THIS SHEET N69'4343 E 34 BY 2219.10' 0'04'57 3.20 106.69 (м-м)
NO540'45°€ 55.00'- N67°01:35W 32.43 39.32 41'1608* 30 38 N341707 (R) N8619'15*W 60.00 N22'5825 E 100.00

35.00 50*5340•3 31.09
-NO340'45°E 137.18' N48:40'45°T 35 36'- .. N8619'15 ₩ 1331.28 N73°40'51 W 60.41
1 7015% 6900. 330.00 1'15'12 7.22
N861915 ₩ 652.00 NOTTING HILL DRIVE
NO3:48'02'€ N69*11:05 W 100.00
N867915 ₩ 559.74 DETAILE 300.00 16 56'35 88.71
106.69(V-И) N20°10'42'E 34.86
SEE SHEET 9 & 10 NOTTING HILL DRIVE FROM THIS SHEET
(1"=60") N22 4951"E 74.00 SHEET OF 15
TABLES FOR SHEET 9 NOTES
TRACT 4256

CURVE TABLE
CURVE A | RADIUS RIVER ISLANDS - PHASE 2
DELTA SEE SHEET 8

WOODLANDS WEST LARGE LOT FINAL MAP
C19 110 00 5813124" 11236

87.00 15'2605 23.41: A PORTION OF RANCHO EL PESCADERO, BEING A SUBOISION OF 6550 710936 81.35
17181(E) -
S2097E NOVEWBER 2024
N70-48'52°E 951.97(6) D'OELL
651047 J
156.11(€) 721055- ENGINEERING
N77723C 60538(67
- R=817.00
4~015'36'06°
PARCEL. 24 (LLA 24-120) L-22248 Кабо. Mi 32007
N705055'E 187002 PARCEL 14 134,457 ACRES t
Ne 5905) N1020'01 60.11 - NOTTING HILL DRIVE
N7-27 SSE 417.28
N7340'21'E 100.08- N142'58'E 153,52'-
92494 (EXTE) _N$400'52°C

38.49'
- 108.43 N355908° 31.91 -
N712265'E 64944(1) N142058°E 61.06'- PARCEL. 12
-R=B5.50' A-8753'21" L-1C0.47
SAT. OY N88'54'53 E(R) NS400'52°t 39.49'-
-NS0'30'53'E 111.08' -R=87.00 Am1526'05* L= 23.44
P.G.&E. POLE LINE EASEMENT
(NO MDTH GIVEN) (263 OR 249) 100° 200
N1251'31E SCALE: 1 - 200*
274.767 NO530533 63.17 DESIGNATED
371.75 PARCEL 10
R=118.00 REMAINDER
s-051'1736°- 5.197 ACRES + 33.394 ACRES ‡ PARCEL 11
L=105.64" 101420585
(P.U.E. OVER ENTIRE PARCEL)
N2811'29 W 36.84'--
N14'20'58°E 60.22'-
N6: 48'31*E 33.81-
20285 MLO6ESEN N604257 WIR)
-Rº65.50' 4=1124C'57° L=128.82'(T)
C21 R-87.00'4=1405'34° L=21.40
128377948 R-31800 N2111 40°E(R)
N28'11'29"W 36.84°-
A-41'31'21*1-47.47 NI 420'58'E 60.22'-
R-65.50' N71006 W 26298
R=818.00 R-1030.00 N-f28'7 L-BO.38 N61'48'31"E 33.81' PARCEL 12 (3.05 9%1 NO/06'05" (e)./ Lg-0022145°

4.9. I ISN L~33.75'
9S76Z M.20.62.96N R= 1446.00
N7539'02W 359.63 - N1420'58'€ 152.75 MONUMENTATION NOTES L129.10
1200% 39207( 10) SACRAMENTO-SAN JOAQUI DRAINAGE DISTRICT N287129'% 36.86 LEVEE EASEMENT PARCEL *A' (2625 OR 597) 121. 40 N287018'E 60.25 PARCEL. 24 (LLA 24-120) N723107W 794.28 PARCEL 14 N704356W 565 44(1) N734636 * 107746(6) 134.457 ACRES ‡
X SET 1.00" MITNESS CORNER (W.C.) IN SDEWALK ON ALONG, PROPERTY

UNE BRASS DISK STAND AS OR PERPENCILAR TO CENTERNE,
N7351'07 W 1.589.08 SHEET 9 OF 15
TABLES FOR SHEET 10
NOTES TRACT 4256

LINE TABLE CURVE TABLE
LING = CIRECTION LENGTH CURVER RADIUS DELTA LENGTH RIVER ISLANDS - PHASE 2 L57 N424708'E 45.66 016 2219.10*| 0'04'57 3.20 WOODLANDS WEST LARGE LOT FINAL MAP N41 1915W 35.36 39.32 4491608° 30.38•
N48 48'02'E | 35.36 C18 35,00 50°5340- 31.09 SEE SHEET 8 N35*1158'W 52.55 970.00 3'3029 59.39
39802C 100 00 4'4458 PARCEL 7
G25 1470.00 121.86 - NO40 45E N8679'15 ₩ 60.00'~ NOVEMBER 2024 N3'4802E 100 00 C28 35.00 | 510103( 137.18'

31.16 N48'40'45'E 35.36'-
708315 101.00 37.00- 3990613( 2525 411000 NeS 19'15 * 652.00(1) D'DELL N35*1810W 45.10° - 020 PARCEL 8
11300 2290736 53 50* - 30.20 - 34200610151010.28 N8619'15 ' 359.74 ENGINEERING N3 4802°€ 74.00° 87.00 41.19 N1020 01'E 60.41'- PARCEL 19 N861915 549.00 J3 _ 867515 20046(1) NOTTING HILL DRIVE

35.36 N1120'58°E 153.52-
N49°48'02'E 35.36 L N5400'52°E N417915'W 35.36° N8679'15°W 559.74

38.49 N8619'15"N 60.00 N48'4045 €
N3°4802'E 74.00° L64

35.36 35.36 N35'59'08°W 31.91'-
183N61 1158°W SEE SHEET 13
N1420'58'E 61.06'—
L118|N86'11'58'W 1200 N$4:00'52*E 38.49'—
-N8619'15°W 78.90' 58152
NO340'45'E 100.00'- NOS 40'45'€ 100.00 PARCEL 17
P.GBE. POLE LINE EASMENT 3)
(NO WOTH GIVEN) (263 DR 249) N897915% 622.31.

N8679'15 ₩ 468.00 SONNY OHAN PARKAY BE
NO5 4502E 77568(1)
N48'45'08*W 65.60'-
_N162038T PARCEL 11
NB671'58°W 122.96'- N0348502°E 17567(1)

12.775 ACRES +
144681
SEE SHEET 9 N71'08'24 ₩ 52.00
N2871'29*W 36.84. N704336°% 456.67 -N74'0708*W 52.00
PARCEL 10 N1420'58'E 60.22' PARCEL 16
[N7732'52°W 52.00° 'SEE SHEET 12
N61'48'31*E 33.81'- -N80'58'37°W 52.00'
(2).SL SL1952 NO5 48'02°E 1541.88(1) 1435.18 (N-Й) SONNY DHALIWAL PARKWAY L63(R) NEG71'58'N 468.00
162
N48'48'02°€
N2811'29°W 35.84 35.367 NO3 48'02*E 1541.88(1)
c22 / 138.00
N1420'58°E 60.22" -Ne6"1'38'W 96.15'
N6148*31"E 33.81-
SCALE: 1° = 200'
R-1446.00 0--
-S-004'55'06* -N14'20'58°E 152.75' PARCEL 12
L=124.13
N2811:23 W 36.81 33.584 ACRES ‡ EDINBURGH AVENUE
(P.U.E. OVER ENTIRE PARCEL) N0348 02°€ 35700° PARCEL 15 _ 121.40 NOS 45'02'E 379.00% 530*
- N281018'E 60.73
434.00 (N3035'38° (8)
SEt DETAIL F
444,06 ON THIS SHEET DETAILE
N723107W 79428 Nº24536 V 077-4616) * 3023538
R=1554.00 5-201500 (-518.32 N830304E 206.74 • N9671'58'W 1760.75 212.76
N735107*W 1399.09 218.74(1) N861138° 16:28
- NO A 201510) SHEET 11
PARCEL 24 ILLA 24-1201 PARCEL 14
134.457 ACRES +
N74-5816 W 16 03( SEE
SHEET 10 OF 15
TABLES FOR SHEET 11 TRACT 4256
LINE TABLE RIVER ISLANDS - PHASE 2
LINE • DIRECTION LENGTH WOODLANDS WEST LARGE LOT FINAL MAP N29*3345 W 106.79 SONNY DHALIWAL PARKWAY
L69 N42'0759W W 123.56
N96"11'58'W 1200 N49 48'02°€

35.36 NOS 4802E 1561.38(1) - 434.00
NOVEMBER 2024

CURVE TABLE

CURVER RADIUS DELTA LENGTH O'DELL
C30 113.00° 270735 53.50 SONS: 1" = 150* ENGINEERING
032 798 00 19'2302° 269.97
EDINBURGH AVENUE N153459 MB)
C33 105.00 | 45'2450° 83.23
902.00 21:0122 330.96

RIVER ISLANDS PARKWAY

87.00 | 270735° 41.19 N305538'E()

DETAIL F

FROM HIS SPECT
(1'-60")
NO: 4$02'E 379.00 SON DHALWAL PARKWAY EDINBURGH AVENUE
NOS15'47 WR)
SEE SHEET 12
(1°-60)
PARCEL 12 PARCEL 13
PARCEL 15 TRACT 205
SEE SHEET 10 SEE DETE

ON THIS SHEET
*** SEATON AVENUE SE DOES SHIT * RIVER ISLANDS PARKWAY
I* ^
* -+ M1534'59 W(R).
530,28
218.74'(1) NEE/S 18575(1)*
396.28(-M) C5S(M-B)
N961158°% 1811.36 N62715 MB/
N735107 N745916 W 91603(6)
1389.09 PARCEL 14
N29'46'53'E
1881(0) 134.457 ACRES +

IS MDE PARCEL AND LEVEE EASEMENT
PER 2836 OR 332, S.JC.R
K735007W 79568 373.68(6XTK)
N88'39'07*W 1020.95' 847S2OFE 82428
PARCEL 19
PARCEL 24 (LLA 24-120) TRACT 4205
(R1)
N70'3507 751.08
NOTES
SHEET 11 OF 15
SEE SHEET 13 NOTES TRACT 4256
RIVER ISLANDS - PHASE 2

WOODLANDS WEST LARGE LOT FINAL MAP
Z
NOTTING ® HILL ORIVE
PARCEL. 12 PARCEL 17
PARCEL 14
328.86 - N861915 ₩ 7255 TRACT 4205 NOVEMBER 2024
328.13 IR1)
SONE: 1° = 150' O'DELL
NOS 4502°E 775.68(1) N054045E 100.00 ENGINEERING
700
SONNY DHALIWAL PARKWAY N8619'15 N 328.21. PARCEl. 12
N887815' 37847_ TRACT 4205
- N8903'15 / 47.02 (84(8), IR1)
N$02057E6087 SONNY DHALIWAL PARKWAY
NSO30'56*E(R)/ N054802E 154881. 434.00
PARCEL 16
SEE SHEET 10 = 10.258 ACRES ‡

47.50 149700E 48000 NSe 3525 E(R)
034802°€ 1541.88 (g 435.1810-1

EDINBURGH
AVENUE
4863007(8)) N32510E 217010(4-4).

N7434'15€ 31.86'- SEATON AVENUE LN3055'38"((B)
N669138°W 705. 00° DETAIL E
L83 100.00 NO3 4803°2/8) FROM THIS SHEET
trio
(1'=60)
N4273'52°€ 17.01'- TABLES FOR SHEET 12
IN1900'15 E(R) N4326'37'€ 47.00'- LINE TABLE CURVE TABLE L65
N365319'E 47.00'- LINE • DIRECTION LENGTH CURVE • | RADIUS || DELTA LENGTH L66 N48'4802'E 35 36 C30 113.00 270736° 53.50
N24'36'06'E 47.00°- e61158W 52.55 87.00 27°0736 41.19
N1274'5t°E 47.00-- L65 N3'4802E 71.00 113.00° | 15'1213 29.98 PARCEL 15 35.36 87.00 15*1212 2309

15.989 ACRES + NOV00'45°'E 47.00'- PARCEL 11 35.36 1050.00 11050*| 203.67 NO3 48*02 379.001 NO348'02°€ 357.00° (P.U.E. OVER ENTIRE PARCEL) TRACT 4205 PARCEL 12 IR1) N3 4802E 74.00 1050.00 23943 48.78
N10'3120°W 48.51'- N96115% 49.95 1050.00' _ 191903 78.12 434.00°
3232 1050 00 4°0219 74.01
169.47 | N10°2013°E 32.02 1050.00: 354'58 71.78
SEE THIS SHEET 154951 62.06 1050.00' 7°5716 145.77
NO348'0ZE L76 N83'27 14'W 3718 83.00 12'3301 18.18
N4171'58"W 35.36
172098) 7902E 56.52 117.00 15'4609 32.20
581.37 NS5'25'44'€ 97.02 - NA1-4008°E 47 01 C49 891.00 4'4438| 73.77 N85 71'58 N 385.05 181- NO 0210E 3435
-51.31'(B-M)
Na3280°E 76.77
52' - 124147(4) NO3 48'02°E 530,28 N3 4802E
218.74()) 26 31
EOINBURGH AVENUE NOT S* 183. 25(1)" 103.31'(M-М)
N484802°E 35 36
- _ 596.28 (-м)
N86'71'58*W 1811.56 35 36
L84 N572944E 3847
SEE SHEET 11 SHEET 12 OF 15
PARCEL 5 & HARWELL STREET SEE SHEET 14
PARCEL. 6 TRACT 4256
A=02502'53 RIVER ISLANDS - PHASE 2

DESIGNATED WOODLANDS WEST LARGE LOT FINAL MAP
- 56(2 REMAINDER A PORTION OF RANCHO EL PESCADERO, BEING A SUBOISION OF

15.007 ACRES ‡
-37.001
N67'06'52 W(R) R=7651.00 NOVEMBER 2024
SCALE: 1* = 200 D'DELL
N6779:93M(8) NOTES press 017838 107689

ENGINEERING
4830 45 05495 4-140679(7
N2210'22 W 35.26'- (502
PARCEL 7
SEE SHEET 8 2098.00'
TABLES FOR SHEET 13
R 22910 341722081-672.70 NOrS 37287 16773418) LINE TABLE CURVE TABLE CURVE * RADIUS DELTA LENGTH.
224931E 1050.00 | 4'0804* 75.77
PARCEL 20 Nº25200W cso 3700
SONNY DHALIWAL PARKWAY 18.791 ACRES ‡ 34.27 24.45
(P.U.E. OVER ENTIRE PARCEL) N67'29:44 G 3847 25.00 52°0112 22.70 :3936E 19.87 35.00 510111• 3117
•TRACT 4203) 100.00 37 00 38'5726 25.16
2028.00 0°05:36 342
SEE DETAILE 80.73
ON SHEET 8 32 86'
SEE THIS SHEET PARCEL 19 ECH111 39.25
* 1.923 ACRES + 4-700: 66.76
PARCEL 8 -O 29.94
NB6 * 106865 8518'32 WR
- 1. Me 9159 753128 N8619'15 W 990.30(1) s-257'19" L=54.16' 45.10 570.15.

N86 19'15 ₩ 586.18 NOTTING HILL DRIVE N34342'€
30* 410.15 N88'15'52"W(R)
5x00 T N9079'15 ₩ 186.16(*) N170652°C 60.32
C28 408.00*
-NO340'45'€ 60.00'(T) L88 50549W 33.41
11417915°W 35.35 N67º5026°€ 35.44
N867915 W 62.00 J - N48'40 45°€ 35.36'
C29- N85:50'56 E(R) L119 S670135°€ 76.14
PARCEL 18
5700 S.F. + PARCEL 17
PARCEL 12 9.510 ACRES + 3:0902 PARCEL. 12 NOTTING HILL DRIVE SEE SHEET 10 SE DESSET (P.U.E. OVER ENTIRE PARCEL) ITRACT 4205) SONNY DHALIWAL PARKWAY R=2098.00 14382505" 1340679(1) PARCEL 20 328.13 N7741'54*E(R)
N8 7915 466.16'(1)
- N8679'15°* 72.55' 57.00
N8606'22 K(R)
_Nº548'02° 1541.8 (1) 7435. 8(1) -085N867915W 106865:

No3 48'02' 175.68(1) NO3 40'45°€ 100 00.00 v034045° N71:3748 E(R) PARCEL 13 NO3 45 02°E 775.67(1) N861915% 323.21 PARCEL 17
N8811'58 w N96'19'15 W 378.47 N850205W 445t L84(R) PARCEL 19 PARCEL 11 - 89'0315 ₩ 47.02' DETAIL H
N54'20'57'E 60.87 FROM THIS SHEET
PARCEL 16 N88'09'17°W 57.00' (1*=20)

DETAIL I
• EDINBURGH AVENUE SEE SHEET 12 FROM THIS SHEET
(1"-20) SHEET 13 OF 15
MONUMENTATION NOTES SEE SHEET 7
• SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" TRACT 4256 • SET 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7788* FARCEL PARCEL 17 A FOUND 2-1/2 BRASS DISK STANPED "PLS 7788" PER (RI) PARCEL. 4' RIVER ISLANDS - PHASE 2 ITRACT 4205)
• FOUND MONUMENT IN WELL PER (R1) & (R2) PARCEL. 2 WOODLANDS WEST LARGE LOT FINAL MAP KILPATRICK AVENUE A PORTION OF REN I DE TRACT 420 E A SUBCASON OF

1.17 BRASS DISK STAMPED PIS 7788 PER (R2) BRANTON AVENUE CITY OF LAUROS FAST LARGE CEMAL MATIORA SEE THES SHET NOVEMBER 2024
N0819'24 ₩ 99.08 O'DELL
NOTES N361345T(R) ENGINEERING
R=50.00' 8=1641'22" L-40.74→1
TABLES FOR SHEET 14
SONE: 1° - 200 LINE TABLE

CURVE TABLE
PARCEL 5 PARCEL 3 PARCEL 9 LINE* DIRECTION LENGTH CURVE• RADIUS DELTA LENGTH

18.634 ACRES ‡ 1.949 ACRES t N170852° 60.32 2098.0003910 23.90° (P.U.E. OVER ENTIRE PARCEL) N250549 W 33.41 37.000 393801- 25.55 N0704'52°% 926.91 L98 N675026'°E 35 44 35.00- 30.59
N88 0436€ 35.89 105000 53.09
N244156 WR). PARCEL 15 0359W 75 03 105000 12710" 209.88 N700245'% 35.14 (TRACT 4205)
- 1109... LTO1 N1'5720 W 34 80 1050 00* 142337 263.88
ANNOS SM HIS SHEET N070452 ₩ 971.00
1102. 60.10 2150.00 | 3'4306 139.53
L103 N87'5933'E 35 93
L104 N43'5601'E 74.00
022197 0055207
L105 NO 0000E 36.01
(1-m)2868191 55201248 (4)6/90mm 097200
L106 N07*4136W 60 11
60559/ 252536°* L1O7 N89'4922°€ 34.80
LION 460359W 75.03
NO205'23°w 34.72- 103220 570.20°
L109 No 1234'W 35.08
N503041'N GO.OS'-1 N5709:33 W 40.41
N801:33 M(R) L110
C51 L111 N6716:00W 33.38
L112 N70 3938E 60.34
DESIGNATED N1908'42 W(R) N0741'32 WR) L113 N19'4736°E 35.47 REMAINDER N25'0113 W(R) 1114N46°03:50°W 233.02

15.007 ACRES I
PARCEL 17
PARCEL (TRACT 4205)
PARCEL. 14
(TRACT 4205) PARCEL 2 PARCEL 3
5782201.2192909.0808 HARWELL STREET
N6719 09"*(R)

BRANTON AVENUE
N2210'22°W 35.26'-
R 2015.0 1 0 9) 3 -N0N2112V 1000) C64(8-й) -
01-22019214 NO2 57 02 W(R)
N670135% 57387 N571734 #(R).

SONNY DHALWAL PARKWAY N46OJ'59*W
198- "as 30.00 (TE)
PARCEL 20 PARCEL 12 C54 -

18.791 ACRES ‡ (TRACT 4205) N06 43'35 WR)
PARCEL 3 PARCEL 15 PARCEL. 20
(P.U.E. OVER ENTIRE PARCEL) (TRACT 4205)
L97- L103-
9 DETAIL K DETAIL J
SEE SHEET 13 FROM THIS SHEET FROM THIS SHEET
(1-100") (1-60) SHEET 14 OF 15
TABLES FOR SHEET 15
TRACT 4256
LINE TABLE CURVE TABLE MONUMENTATION NOTES NOTES RIVER ISLANDS - PHASE 2 LINE • DIRECTION LENGTH CURVE* RADIUS | DELTA | LENGTH WOODLANDS WEST LARGE LOT FINAL MAP L115 | $82*5951'€ 21.24 C60 1000.00º | 4'3518° | 80.08

1.116 S290257€ 88.49
* FOND VIVE HE MAN AS RECED 78 R (91))
A FOUNO 2-1/2° BRASS DIX STANPED "FLS 7789* PER (RI)
NOVEMBER 2024
T SET 5/8° x 21" REBAR W/ PLASTIC PLUG *PES 7788" FOR
3/4 RA P 45 76C ES ALL FRONT LOT CORNERS O'DELL

ENGINEERING
115' WOE PARCE. AND LEVEE
EASEMENT PER 177.08°
612) 2836 OR 332. S.C.R. N632900% -- 100 2000 400'
N48'56'20°% SCALE: 1° - 230
N765750°C RuS5000 am 143.32(€)
100.00 (C) 8m0535900
(v529.77 (c)
N8090(51°E 09235 / 1 - N070130T 279.56 (E)
- N8515'00°E N8214 00° 30000(E) -N40'07'40*₩ 159.00'(E) 8992220 31°E 394.99 PARCEL. 24 (LLA 24-120% 31.57(C7
206.00'(E) 00930014 - N4700°0% 105.00 (E) TN263310W PARCEL 34 N80'4610 w 172.00 (EXT) TRACT 4149
104.00(E) N8422'08W 61241 * 19500(E)
NB73500 'E 105.00 (E) ROT .22991 25SRE M.60.1CN N8629'09°N 297.50 N69830y N8811'50"w N4936105(8) 350000(6) C60
N83 40'30"w
257.26(E) 0000(2) PARCEL S N873510°W 312.00
SEE SHEET 7 103.00' K87'3922°C 383.55
TRACT 4205
(R1) Ru985.00° AFAR 1-717,39 N82722 389-20 R=2000.00
4-0051748
ViLLAGE 5 L=184.88'
CLEARY COURT TRACT 4226 _PARCEL 14
VİLLAGE KAGAN PLACE TT14A-MP-134) STRANDBERG AVENUE 134.457 ACRES I -223 LAMBERTON
COURT PARCEL 1
TRACT 4205
(R1)

ISLANDS PARKWAY
SHEET 15 OF 15

ATTACHMENT
"D

SUBDIVISION IMPROVEMENT AGREEMENT

BETWEEN THE CITY OF LATHROP AND

CALIFIA, LLC,
FOR 25 LARGE LOTS IN TRACT 4256
(WOODLANDS WEST DISTRICT)

RECITALS
This Agreement is made and entered into this gh day of December 2024, by and between the CITY OF LATHROP, a municipal corporation of the State of California ("CITY") and Califia, LLC, a California Limited Liability Company, (hereinafter referred to as "SUBDIVIDER").

Pursuant to Division 2 of Title 7 of the Government Code of the State of California and CITY's Subdivision Regulations (City of Lathrop, Code of Ordinances, Chapter 16), SUBDIVIDER is required to make dedications and improve Tract 4256. However, SUBDIVIDER has completed a portion of public infrastructure improvements associated with Tract 4256 for the collector and arterial streets within the Phase 2 development area. The unfinished portion of improvements total $16,656,000 and security in the form of performance bonds have been provided to the City and will be required to be held by CITY as outlined in this Tract 4256 Subdivision Improvement Agreement unless otherwise substituted with other security as outlined in this Agreement.

C. The backbone collector and arterial streets (Sonny Dhaliwal Parkway, Notting Hill Drive, Kilpatrick Avenue, Harwell Street, and Edinburgh Avenue) improvements in total, include street, sidewalk, underground utility, storm drainage, streetlight, and joint trench improvements (hereinafter "Improvements") are required to be constructed as part of the required infrastructure to ensure access to each parcel created with Tract 4256. Since not all of the Improvements are completed, security in the form of performance and labor and materials bonds shall be required for Tract 4256. The performance bonds shall equal 110% of the amount of the unfinished improvements as shown in Exhibit D ($16,656,000 X 110% = $18,321,600 and the labor and materials bond shall equal 50% of the performance bond amount ($18,321,600 X 50% = $9,160,800).

D. The term "Improvements" as used in this Agreement means all improvements necessary for collector and arterial roads associated with Tract 4256. As a result, the total value of public improvements for Tract 4256, as collector and arterial roads, is $16,656,000 as shown in Exhibit D to this Agreement. The required Warranty Bond for Tract 4256 shall be equal to 10% of the cost of Improvements as shown in Exhibit D; $16,656,000 x 10% = $1,665,600 - warranty bond amount). The warranty bond shall be posted to guarantee the materials and workmanship of all improvements for a full year following acceptance by CITY.

Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

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 sole cost and expense, the Improvements described herein for Tract 4256, to the limits identified on Exhibit A. 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 CITY'S Department of Public Works, the applicable Ordinances of the City of Lathrop and the California Subdivision Map Act. A Vicinity Map is included as Exhibit B.

2. SUBDIVIDER shall complete the Improvements, including all deferred and unfinished improvements, prior to occupancy of the first home occupied associated with the first small lot final map recorded in the Woodlands West District. Such occupancy shall be documented by CITY in the form of a Certificate of Occupancy or Final Building Permit.

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.

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 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. Prior to acceptance of the Improvements, SUBDIVIDER shall deposit with the City Engineer a Warranty Bond in the amount of $1,665,600 equal to 10% of the estimated cost of the Improvements for the entire area as summarized in Recital "D", to insure SUBDIVIDER'S repair and maintenance of the Improvements in accordance with the terms of this Agreement. The Warranty Bond shall be released at the end of the one (1) year guarantee period, provided there are no claims against it are then outstanding.

Because some of the backbone improvements referenced in Recital "C" are required to provide access and utilities to the parcels created by the Tract 4256 final map and are associated Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

with adjacent tracts as otherwise described in this Agreement, as well as collector and arterial roads associated with the Agreement for Dedication, Inspection and Guarantee of Public Streets and Improvements referenced in Recital "C", the security required by the Agreement for Dedication, Inspection and Guarantee of Public Streets and Improvements shall remain in place until the backbone improvements associated with that agreement are complete and accepted by CITY or as is further described by the conditions below.

If SUBDIVIDER, in whole or in part, abandons the Improvements, unnecessarily or unreasonably delays construction of the Improvements, 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 Shality Improvements, SUBDIVIDER shall be responsible for all costs incurred by CITY even if SUBDIVIDER subsequently completes the work.

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, Certiticate of Deposit, cash, bond for performance, labor and materials, 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 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.

Because the Improvements are partially complete, SUBDIVIDER is required to only post security to guarantee the deferred and unfinished improvements associated with Tract 4256 as included and described in Exhibit D of this Agreement. The amount of security, as evidenced by performance bonds provided by SUBDIVIDER as indicated in Recital C' shall be $18,321,600 for the performance bond and $9,160,800 for the labor and materials bond. Further, SUBDIVIDER shall also comply with CITY'S insurance requirements set forth on Exhibit C attached hereto and incorporated herein with a new certificate of insurance required.

10. Any alterations 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 hereof. The above-referenced sureties hereby consent to such alterations and waive the provisions of California Civil Code Section 2819.

11. Neither 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 Subdivision Improvement Agreement (Califia, LIC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

of or in connection with any work to be performed under this Agreement.

12. Neither CITY nor any of its officers, employees or agents shall be liable to 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.

13. 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 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 its duties and obligations under this Agreement or from the negligent act or omission of itself, its agents, contractors, representatives, servants or employees. The promises and Agreement to indemnify and hold harmless set forth in this section is not conditioned or dependent on whether or not any indemnity has prepared, supplied or approved any plan or specification in connection with this work or subdivision whether or not any such indemnity has insurance or indemnification covering any of these matters. CITY does not and shall not waive any rights against SUBDIVIDER which it may have by reason of the aforesaid hold harmless agreement because of the acceptance by CITY of any deposit with CITY by SUBDIVIDER. The aforesaid hold harmless agreement by SUBDIVIDER shall apply to all damages and claims for damages of every kind suffered or alleged to have been suffered by reason of any of the aforesaid operations referred to in this paragraph regardless of whether or not CITY has prepared, supplied or approved of plans and/or specifications for the subdivision.

14. 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.

Prior to acceptance of the Improvements by the City Council, SUBDIVIDER shall be solely responsible for maintaining the quality of the Improvements and maintaining safety at the project site. 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, all outstanding fees and charges have been paid and the City Council has accepted the Improvements as complete. CITY and SUBDIVIDER have formed Community Facilities Districts ("CFD") to finance maintenance and improvements. 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 Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

provisions of an acquisition agreement to be entered into by 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.

16. SUBDIVIDER shall pay service fees for the utility services from the time the Improvements are accepted by CIly 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.

17. 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 CITY.

18. SUBDIVIDER shall not assign this Agreement without the prior written consent of CITY.

If such consent is given, the terms of this Agreement shall apply to and bind the heirs, successors, executors, administrators and assignees of SUBDIVIDER and any heirs, successors, executors, administrators and assignees of SUBDIVIDER and shall be jointly and severally liable hereunder.

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

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

20. 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 4256.

21. 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.

Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

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.

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.

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 day. If the time in which an act is to be performed falls on a Saturday, Sunday or any day observed as a legal holiday by CITY, the time for performance shall be extended to the following business day.

Venue. In the event either party brings 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 4256
EXHIBIT B: TRACT 4256 WOODLANDS WEST VICINITY MAP
EXHIBIT C: CITY INSURANCE REQUIREMENTS
EXHIBIT D: TRACT 4256 ENGINEER'S ESTIMATE FOR COLLECTOR AND ARTERIAL ROADS
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 9th day of December 2024, 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: 12-2-2024
Salvador Navarrete Date
City Attorney
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

SUBDIVIDER
Califia, LLC,
a California Limited Liability Company
BY:

Susan Dell'Osso Date
President
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

EXHIBIT A
FINAL MAP - TRACT 4256
OWNER'S STATEMENT TRACT 4256
RIVER ISLANDS - PHASE 2

WOODLANDS WEST LARGE LOT FINAL MAP
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC FURPOSES: A PORTON OF RANCHO EL PESCADERO, BEING A SUBOIMISION OF PARCEL 18 CF TRACT 4205 (44 N8P 95).

CITY OF LATARCE, SAI MORE CO, CALFORMA
NOVEMBER 2024

O'DELL PROJECT
SITE

ENGINEERING

CITY CLERK'S STATEMENT
OWNER CALIFIA, LLC, A CALIFORNA UMITED LABLITY COMPANY 1, TERESA VARGAS, CITY CLERK AND CLERK OF THE CITY COUNCIL OF THE CITY OF LATHROP, STATE OF BY: CALIFORNIA, DO HEREBY STATE THAT THE HEREN EMBODIED MAP ENTITLED *TRACT 4256, RIVER NAME: DATE ISLANDS-PHASE 2, WOODLANOS WEST LARGE LOT FINAL MAP*, CITY OF LATHROP, CALIFORNIA, CONSISTING OF

VICINITY MAP

NOT TO SCALE

TRUSTEE'S STATEMENT

OLD REPUBLIC TITLE COMPANY, A CALFORNIA CORPORATION, AS TRUSTEE, UNDER THE DEED OF TRUST SECRETARY OF THE PLANNING COMMISSION'S STATEMENT AS DOCUMENT NUMBER 2003-197463.

RECORD AIRS 4, 204, A DE BE 203-0749, AN USED RUE 0.10 UP IRL GET OF LAIKUP MUNIOPAL COUL THIS MAP CONFORMS TO VESTING TENTATIVE MAP NO. 6716 RECOMNENDED BY THE PLANNING COMMISSION DOCUMENT RECORDED JLY 26. 2019. AS DOCUMENT NUMBER 2019-079300, AND FURTHER AMENDED IN AND APPROVED BY THE CITY COUNCIL PER RESOLUTION NO. 21-4908.

ARUMINI KECORDID MAT 31, 2024, AS COCUMENT NOVE 2025-085741, ARD PUKTHER AMEND D ALSO, PURSUANT TO SECTION 66434(G) OF THE CALIFORNIA SUBOIVISION MAP ACT, THE CITY OF LATHROP DOES HEREBY ABANDON THE MONITORING WELL AND ACCESS EASEMENTS FOR PUBLIC PURPOSES RECORDED DATED THIS.

TRUST RECORDED APRIL ESTED OCTOBER 26245 AS MEN NUMBER 2022-142 AND FURTHER AND I DOEMENT AS DOCUMENT NUMBER 2020- JULY 7. 2006, AS DOCUMENT NUMBER 2006-147087, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY, MTHN THE BOUNDARY OF THIS FINAL MAP.

AUGUST 24, 2023, AS DOCUVENT NUBER 2023-067141, OFFICIAL RECORDS OF SAN JOAQUN COUNTY.

FURTHER STATE THAT ALL BONS AS REQUIRED BY LAW TO ACCOMPANY THE WITHIN MAP, IF APPUCABLE, RCARDO CAGULAT, COMMUNITY DEVELOPMENT DIRECTOR DATED THIS DAY OF , 2024. HAVE BEEN APPROVED BY THE CITY COUNCE OF LATHROP AND PEED A MY OPTIO CTY OF LATHROP

TERESA VARGAS

CI CERND CLERK OF MIE CITY COUNCIL OF TRE CITY OF LATIROP, CONIY OF SAN DAGUIN, STATE

CITY ENGINEER'S STATEMENT

ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE)

ACKNOWLEDGEMENT CERTIFICATE (OWNER)
_ DAY OF NO TRO EARNE

AND R TARON
C 92823

WE ON THE AS ASACE NING TO ME PRENE HAS MES SAR A T ET CAME OF RICE IT OF LATROP, CALFORMA CNN.

OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUWENT.

I CRY IS READ OPERARY UNDER ME LANS OF ME STATE OF CAUTOREA THAT THE FOREGONG RECORDER'S STATEMENT I CERTY IS PEACE PERRY UNDER ME LANS OF THE STATE OF CALFORE MAT THE FORECONG MINESS MY HAND:

MINESS MY HAND: -ONOS ANO PLAS, AT PACE 2024, AT ME REQUEST OF OLD REPUBUC ME COMPANY.

SIGNATURE:

FIE: $

BY ASSSTANT/DEPUTY RECOROLE
EXEMPT FROM FEE PER GOVERNNENT CODE 27388.1; DOCUMENT
SHEET 1 OF 15
TRACT 4256
RIVER ISLANDS - PHASE 2 EASEMENTS

CITY SURVEYOR'S STATEMENT
WOODLANDS WEST LARGE LOT FINAL MAP i NOT USED
© NOT USEO
PORE PORE LINE EASEMENT PER 283 OR 219 (APPROX LOCATCH- NO MOTI OVEN) DATED THIS DAY OF 2024.

NOT ATO
NOVEMBER 2024
• SSADO LEVE ANO 1.00O CONTRE EASEVENT PER 2094 OR S85
O'DELL • SOS IDEE ANO CO CONTRE EASIVENT PER 2157 OR 362

ENGINEERING
(0) SOO LINEE AND OOO CORTACE CASMENT PER 2625 cR

SURVEYOR'S STATEMENT

THS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FELD SURVEY THOSE POSITONS BEFORE DECEMBER 31, 2025, AND THAT THE MONUMENTS ARE, OR THAT THEY DATED THES. DAY OF , 2024.

TABLES ARE FOR SHEETS 3-5 ONLY

LINE TABLE CURVE TABLE
DYLAN CRAMORD, P.L.S. NO 7788 CURECION LENGTH CURVE | RADIUS | [LENGTH DELTA
NB239'51* 21.24 1000.00 4:518 80.08
Nº290257 88.49 1050.00 80902 149.37
58/6'09°C| 33.38 1050.00 1r06'50° 20367
= N7039'38E | 60.34' 1050.00 145.77.

RECITALS
RIGHT TO FARM STATEMENT: N194736°€ 885.00 314022 - 489.224 N$75025E 3518 1233501" 18.18
179652E 60.32 117.00 1546'09* 32. 20°
N25 D5'49*w ( 33.41 891.00 73.77

SIGNATURE OMISSIONS
TIE ALONE PARTIES HAN BE AMERA SUBMISON HAD ACT, THE SINATURES OF N474227 35.95' 70000192302 269.97 N37346'W 60.73 105.00 452430° 83.23
N457400 32.86 850.00 252528 377.18
N3924'38 39.25 850.00 918'05 137.99
113N262728* 66.76 C13 85000 180725 23818
EASEMENT ABANDONMENT NOTE L14 NSS09'04** 29.94' C14 | 2150.00 24220 101.53 N1020'13€| 32.02
N25'49'51** | 62.06'
N8327'14'% 37.18'
PLEASE REFER TO THE CITY CLERKS STATEMENT ON SHEET 1. NO0210°C 34.35 TRACT 4256 AREA SUMMARY N432610°E 76.77
PARCELS 1-25 410.026 ACK N420759 12356'
STREET DEDICATONS 19.902 AC* N29'3545*W 106.79
TOTAL 429.928 ACt L22 N29'3345*# 53.48'
DESICNATED REMAINDER 25.40B ACE L23|N293545 53.30
L24 | NB5'0720°E | 128.94
- BASED ON INFORMATION CONTAINED IN THE PRELIMNARY TITLE REPORT, ORDER NUMBER 1214023592-LR. 125N3255'08°E| 57.50 VERSION 1) DATED SEPTENBER 6, 2024, PROWDED BY OLD REPUBLIC TITLE COMPANY SHEET 2 OF 15
SEE SHEET 4 BASIS OF BEARINGS
TRACT 4256
RIVER ISLANDS - PHASE 2 575600"E 97.94 (E)
WOODLANDS WEST LARGE LOT FINAL MAP NB138 10 24339(6)- N82'30'S/E 7 ~N651420°E 155.76(E) NS13051*E 71,571 → - 500 0520 153949)

A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMISION OF NO 3051° 128161 0046 M.Z5.HO2ON
21 20391210
PARCEL. 15
NOVEMBER 2024 -N3024:30 W 158.03'(E) ITRACT 4205) L-433.25 (N-M) (R1)
O'DELL NO 29105* 43305 1 N3905'11°C 36.07-
SADE MENTO A OUR DRAMACE OSTICT R-1050.00'4-1423'57* L-263.88'- ENGINEERING N75'5820°€ 2618(0) ~ -NO 2820W 179.55(6) L3- N1908'42" WR) (TRACT 4205)
N23051' 1e5.08-- 15 7
MONUMENTATION NOTES IR1)
NIS57S'E 124.76- 150% 300° 600 N250113 W(R)
A FOUND 2-1/2 BRASS DISK STAMPED "PES 7788 PER (RI) - N691.300°T (E) SCALE: 1° - 300° 267277468 • FOUND MONUWENT IN MELL PER (RI) NAS3O'SS'E 7961) +N19'3210'E 68.68(C) -R-350.00' 4-44'32'40* L= 272.11 (E)
1050.00 PARCEL 13 PARCEL 9
N74'55'50 ₩ N671734*M8).

30.28(E) (TRACT 4205) (TRACT 4205)
N74'55'50 w -N$500'00°€ 49.50'(E) PARCEL., (R1) IRI)

31.07(E) -NT 4625W 20260(6)
18-
12070- PARCEL 18 NZ310'03 W(R)
NO1 29'57'E 286.79'(€) 455.335 ACRES + R-1050.00" 4-15'05'49" 199155C m8) N11'30'5J*E L=278.67
223.17 (MASS°ER)

BANJAY AYMONHOLS
298,060 MAZZOSSE
10) SACRAMENTO-SAN JOAQUIN DRAINAGE DISTRICT
N62:30'S3'E LEVEE EASEMENT PARCEL *8* (2625 OR 587) N73748'E(3 AVENUE 109.88' X
- N29'46'47°€ 260.72'(E) PARCEL. 10
.1.O N5820 57°€ 171.81(E) (TRACT 4205)

26.31 - N62'30'53'E 25.16'(E)(TE) (R1)
N4B'48'02*E

35.36 851.97 (E) 1177605 223104)
31047/155.11 E)

66.00'
*8671 58 66228 (DYRI) PARCEL 11
(TRACT 4205)
DETAIL A (R1)
FROM PES SHEET PARE 24A 24-1201 N7050'53'E 1876-92
3 P.G. &E. POLE LINE. EASEMENT
924.95(EXTE) a MESISCEN (NO MOTH GIVEN) (263 OR 249) N0515'47 W(R) SEE THIS SHET 7N85 7158°% 662.28(1X1)
-N50'30'53*E 111.08'
N7D0141'w -
330.13 (E)
2743016
ssa10(t)d N473201'E 82428
PARCEL 19
(TRACT 4205)
IS 2EX DA S2 SO EVE CARMENT N7039'07W 751.08 (RI)
N54'31'36°₩
Г 146.30°(E) I SACE MENTION ARE A 18 SECT N29'48'33°C es 3907% 102095 N7000'06** N70D1'41 W 745916 18.81 '(E)
20255M/08250M - N44'30'06* ( 382.02(C) [ 33013(6), 916.03(E) | 150.14'(E) N7346'36 ₩ 107745'(E) 1.373.68 (C)(TE)
- N$4'31'35 % - 4562072356 * 79428 13510541590 PARCEL 21 ILA 21-120 05007 368 NOTES 146. 30(E)
104.19 (6) 294,56 15890077 PARADISE CUT
SEE SHEET 4 FOR LEGEND. SHEET 3 OF 15

MONUMENTATION NOTES
A FOUND 2-1/2° BRASS DISK STAMPED "FLS 7788* PER (RI) TRACT 4256 - N8228 09"₩ 152.55
• FOUND MONUMENT IN WELL PER (RT) N7530'51*€ 240.78°→ RIVER ISLANDS - PHASE 2 • FOUND 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7789* PER (Rt) NESOSITE 2675. WOODLANDS WEST LARGE LOT FINAL MAP X FOUND 1.00" WITNESS CORNER (W.C.) IN SDEWALK ON ALONG, PROPERTY 6X12) 115 WOE PARCEL AND LEVEE EASEMENT

1. PRAS DISK STAD AS T7S PER RICAR TO CENTERLINE. 173240°C PER 2836 OR 332. S.J.C.R 218. 96'(E) 219.90(E) A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMISION OF 326H K.B0,62.S9N PARCEL 18 OF TRACT 4205 (44 M&P 95).
~N1842:40°C 148.75(E)
218.48 N8250'5I*E 649.85
NOTES N812209 NOVEUBER 2024
N8005 CO W 01 982 M.0062.65N
250.32 (E) 'DELL
226.71(E)

LEVEE EASEMENT PER
2720 0K 485, S.л.C.R ENGNEERING

30.00'→ N8501'20°E 265.76 14970074-
-
N04'5240 ₩ 60.00(1) - 108371.37257 0 1598

30.00-
- N2210'50'E 62.91'(C) VILLAGE 6 K.21.0V.6CN
PARCEL 24 (LLA 24120) N64 3031°E 16 ITRACT 4223
N99-30'51 E. 381.43 M1.01 /-N332350°E 104.52(C)
31'0900 W
N16'12'50°€ 43.51 (C)- 204 16(6) - N5051207 163016) • IS HOLON 134.00 (E) 774030WT MLN382240T 5727(6) RIVER
N230340 * 102.38'(c)- (т-n),2908
-N7754'20'E 66.53(E) 6: 059 R=330.00'
-N89'04 30°E 69.39 (E) A-14'53'40°+ 5
L=85.79
PARCEL 18 N9255'08'€ N69'2314 E(R) / (8)385.Z.SN

75.00 612.41
455.335 ACRES * - 30.10'- L3BUIS M.0G.6Z.69N N8429'09"W N692314EL (3),92 LSt
NO219'03*W 60.21'(T)
N191040°17046(E) N52052 00. GROVELAND AVENUE Ro 108700 A-504336 14963.37 NS0610 104.00'(C)
1 SACRAMENTO-SAN JOAQUIN DRAINAGE DISTRICT
LEVEE EASEMENT PARCEL "A" (2194 OR 168)
- N1201 w 110.42(E) PL

8. M 60,6Z.5ON
N01 28 50 ₩ 115.04(E) KAGAN
TOS M. 25,020N STRANDBERG-AVENUE
N214340°E 143.17(E) TT
PARITO EMATA WAY PARCEL 17 ACROSSE AVENUE. (TRACT 4223) VILLAGE 6 (TRACT 4205)
M83:3051°E. 205.25 (R1) (44-M-133)
-N5756'00°€ 97.94'(E) GALLIVANT AVÉNÚE-
N65'44'20°€ 155.76'(E)

SEATON AVENUE
R-35.00' 1-5036'16" L-30.91'-
RM-37.00° 3-3955 423545-
N06 36'S1 WR) -TULLAMORE AVENUE
NO#'21'12*W 104.09'(T)-
LEGEND N06'43'35 WR)
200.00 (R1) MEASURED AND RECORD DATA PER REFERENCE SHOWN DENOTES REFERENCE (R1) - SEE REFERENCE UST ON SHEET 2 N5709'33*W 19.41'- - N75 46'08W 125586(1)(R) (и-м) MONUMENT TO MONUMENT R-35.00' 8-5006'41" L-30.50" 711.27 (м-MYR1) (м-8) MONUMENT TO BOUNDARY BRANTON AVENUE
(M-O. NIX) PARCEL. 15
(M-BC) (TRACT 4205)
(BC-Q. NIX) (R1)
D.N.AN. DOCUMENT NUMBER, INSTRUMENT NUMBER 70239(4-1)
P.U.E. PUBLC UTLITY EASEMENT
L1/C1 LINE, CURVE SEE SHEET 3

BOUNDARY

LOT LINE OR RICHT-OF-WAY LINE

EASEMENT UNE

CENTERUINE
SHEET 4 OF 15
MONUMENTATION NOTES NOTES TRACT 4256
RIVER ISLANDS - PHASE 2

WOODLANDS WEST LARGE LOT FINAL MAP
NOVEWBER 2024
O'DELL

ENGINEERING
SCULE: 1"= 200
177.06
115' MOE PARCEL AND LEVEE N6.328109 W
PARCEL 24 (LA 21-1201 R3500 553538000-1 N48'56'20° ₩ 143.32 (€) SEE DOES SHET (-329.77 (e) N275000 8200%E)
R=310.00'
17:4535 1=39168 PETE MOBSEN -
105007. (3200 082 -MORALEN -N400740 ₩ 159.00 (E)
- N4700'00 ₩ 105.00'(E) PARCEL 26 111A 24-1201 195.00 (E)) PARCEL. 34 L+ 18391500% 208.007) PARCEL 18 455.335 ACRESt NETTE 324-98. N81:4900W 841.12 TRACT 4149 N8429'00N 00 880 У 7rBC X,60,62.15N (R1)
*X.20.9C.00 69-99: N86 29'09°N 297,50
1834030°
N80 4510 W 103.00(€) N8739 22°€ 19355 (-262.16 PARCEL 18 1764650 NB73510W 31200" 104.00 (E) PARCEL 3 455.335 ACRESt 258.00(€)
R=X097.00' TRACT 4205 R2000.00
105045361-96237 PARCEL 2 (R1) NB21722W 359.70 s-005-1748° TRACT 4205 L.m784.98
IR1)
PARCEL 1
TRACT 4205

SEATON AVENUE ISLANDS PARKWAY
N881010°
195.00(6) 7
PARCEL 24 (LLA 24-120) PARCEL 20
TRACT 4205

8.95'(E) (TIE) IRI)

31.57(E)-
PARCEL 34
TRACT 4149
PARCEL 18 .OL'ZOZ

DETAIL B

FROM THIS SHEET
(1" = 20") SHEET 5 OF 15
TRACT 4256
RIVER ISLANDS - PHASE 2

WOODLANDS WEST LARGE LOT FINAL MAP

A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF NOVEMBER 2024
O'DELL
VILLAGE 6
DESIGNATED (TRACT 4223) PARCEL 3 PARCEL 14 ENGINEERING
REMAINDER (R2) -
VILLAGE 5 PARCEL 1
PARCEL 17 (TRACT 4226) (TRACT 4205) SHEET INDEX
PARCEL 1
(TRACT 4205) (TRACT 4223 144-MP- 134) IR1)
PARCEL 4 PARCEL 2
(R1)
PARCEL 20
(TRACT 4205)
KILPATRICK BRANTON AVENI (R1)
AVENUE
PARCEL 15 VILLAGE 22
(TRACT 4205) (TRACT 4215)
(R1) гт (44-MP-102)
PARCEL 5 (44-MP-103)
PARCEL 9
PARCEL 3

KUTCHER
STREET
PARCEL 6 HARWELL
STREET
PARCEL 14
DESIGNATED PARCEL 8 230° 1000
REMAINDER (TRACT 4205) SCALE: 1° - 500'
(R1)
PARCEL 13 CHILD, EV
(TRACT 4205) MLLAGE
IR1) (TRACT 4219)
PARCEL 20
PARCEL 7 PARCEL 19
PARCEL 8 PARCEL 12
RIVER
PARCEL 17
SOTTING HILL DRIVE (TRACT 4205)
PARCEL 18 (RI)

DESIGNATED
REMAINDER PARCEL 16 PARCEL 11
(TRACT 4205)
PARCEL 11 -PARCEL 13 IRI
PARCEL 15
LEGEND
PARCEL 10
EDINBURGH AVENUE • BOTUA® OR RIGHT-OF- MAY LINE
PARCEL 12 EASEMENT UNE
PARCEL 14 SHEET LIMT LINE

SHEET NUMBER
PARCEL 14
SHEET 6 OF 15

O NOTES

MONUMENTATION NOTES
© SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 778B" 152.55 TRACT 4256 N753051E 24078-1 N82 28 09*W
• SET 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7788*
A FOUND 2-1/2™ BRASS DISK STAMPED *PLS 7788° PER (R1) N43:30'SI*€ 94.75 N753510% RIVER ISLANDS - PHASE 2 N71320t
• FOUND MONUMENT IN WELL PER (RI) & (R2) 218.96'(E) 219.90(€) WOODLANDS WEST LARGE LOT FINAL MAP • FOUND 3/4% IRON PIPE MITH PLASTIC PLUG FLS 7788* PER (R1) & (R2) 9267 M. O6ZSSN X FOUND 1.00 MTNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY ~ N184240°€ 148.73(E) A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF LINE PROJECTION, RACIAL BEARING OR PERPENOICULAR TO CENTERLINE, R=155.00 218.49 PARCEL 18 OF

1.17° BRASS DISK STAMPED *PLS 7788" PER (R2) N260410'E 10-104:40597 N8122'09*W N8230'S1TE 61985 * SET 1.00° MINESS CORNER (WC.) IN SIDEWALK ON ALONG, PROPERTY 70.28'(E) N80'05'00°W CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNA 1a283.1g. 0-50720 45822(6) -+ 01982 M,50.6265N
LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERUNE. 250.32(€) NOVEUBER 2024

1.17 BRASS DISK STAMPED *PLS 7788* 226.71(E) N10'33'25'E(R) N44'34'48 E(R) N7019'S0'W 143.77(E)-
R=895.00 A-40 4215 1-6003011) -L19(R) O DELL
120] M850730° 32525(7 N49'30'10°W
12 115' MDE PARCEL AND LEVEE EASEMENT 4-36°0518* 14531.25 265.76 Ro674.50' 4-592245 97.00(€) PER 2836 OR 332, S.J.CR. ENGINEERING
N2210'S0'E DESIGNATED 701320% 6000

62.91'(E) REMAINDER ACRES 56869-7 (3) 06582 M.21.00.6CN - 7.60.62. 6N VTTI PZ PARCEL 24 ILLA 24-120) N332330'E 494 VILLAGE 6
N64: 3051E 104.52'(E) PARCEL 2
NB9'30'51*E 381.45 T.01 X 418.67 (TRACT 4223)
N50'51'20°€ N2548'55°E 24.411 ACRES ‡ N31 09'00°W 1021 02 N16'12'50°€ 43.51(€) 204.15(C) 116.30 (E) N7012209 MR) PARITO EMATA WAY 144-M-133) 140(6) * (P.U.E. OVER ENTIRE PARCEL)
* 74050 2751205 86574) . KLN552240T 57.274) N41'19'23 E(R) R-500.00 A-038'20'30" N23'03'40°W 102. 38(E) - -L2Y(R) VIC 1-334.59 (E) |
127- * 00 M,50,IL69N ,50,1.690 6L095 N69'23'14'E
L N8904'30'E 69.39 (C) 00562-Y 23.55
1400.75 76.03 1825508E
2122-7 118.7 F 75.00 N8046'10°W
24829 M.6062.0ZN PARCEL 14 N245440°E(R)
134.457 ACRES + N0219'05 w 60,21" STALS - N69:2314 (R)
N210837°E PARCEL 4 8179:09% 612.41 SEE SHEET 15
N8255'08°E - N520A'*S2 W 35.30 GROVELAND AVENUE

55.00 00280-8 257.26'(E)

20.012 ACRES + N02'5505*E(R)
N1910 40'W 170.46(6) PARCEL 1 N834030
924.32 (P.U.E. OVER ENTIRE PARCEL) N06'3311 *E(R)
103.00
9 N65'48'55'E 35.38 7 1.592 ACRES ‡ 4-5045 1 962,37
I20120 1,32
SCALE: /° - 200° 110.42 (E) N2048'55'E

89.00 TABLES FOR SHEET 7
NO128:30°
1032355 116.04'(E) N6911'05*W_
223.44 CURVE TABLE LINE TABLE LINE TABLE
N38:30'5i*E 697/5M CURVE * | RADIUS
211.477 $2.35 PARITO EMATA WAY DELTA LENGIR LINE " VIREGION LINE 8 DIRECTION LENGTH N21'4340°€ 364.00
NASS 20°E 8417(0) - 143.17(E) 17 108 M.ZS.AOL0N 35.00 50 3614 30.91 N43'3124'E 35.49 N85°0720°E 59.49 55*2 .t5 188 M.ZS,FOLCN
N5736'00'€ 97.94(6) — / N7142 04°€ 37.00 39*51'45 25.74 º21'12W 104.09 N67°51'48'E 36.60°

84.09'
N82:30512 705.25 N2019 263.00 6'20'39° 29.12 N655'42 35.66 N68 51 23W 10.00 LIC- SE THE HET 3'40'06 56.47 N24°0127 W N54°1025 W 129.50 905 19.65 N25°26'47°E N68*5519°C

17.00 66"14'06° 14.18 61.84
56 SEE DETAIL C.
-L38 50 00 166*3350 145.35 N12'2448 W 10.75 N7º04'52V 14.78

ON THIS SHEET
PARCEL S 65.50 15°26'05 17.65 NS9'15'15W 30.66 N24°01'27 W 49.05 125(77 PARCEL 5 R=2202.00 87.00 15°26'05 23.40 N7°0452°W 162.70 N65°59'33°E 3092/3097 123.32
L117 SEE SHEET 8 130-" - 15905 15078(4) 17.00 68'2827 20.32 N32°18:36'E 38.64 N7'04'52 W 135.88 L26
AVEN L29 8=2r0125 Le790.78tr-m)" 50.00 178*3914 155.90 LIC N7°04'52 W 61.17 NO 0902'E 54 78

6.120.247 0 146525.91
845.00 4°4058 69.05 N7 4740°E 60.01• N20°48'55 €
PARKWAY 87.00 11°0225 L12 N42'54'06°E 38 29 L32 N69'11 05

16.7 125.19
N8717'40°W(R) -N2S0 KUPATRICK
N7219'12 E(R) L-16.00" 20*5307 41.19 N7*0452 W 75.40% N69*11:05 W DHAL IWAL 337.00 384'5155 84.25
5°50'41° 34 38 N20°48'55 E 53 00
714914(8) * Ro2202.00° PARCEL 3
3203.5 -52556* L=607.32 (1) - 330.00 N79'43'32 W 55.36 N83°13'16 W 61.85 N06'36'51 WR)
NO70150 WR)./S SONNY 300.00 16 5635 88.71 N75'39'02 W 55.36 85.74 ix C54(B-4) -

1.61 - N7193431W 55 36 N9:1105
2150.00 3'43'061 139.53
28 GiSt 1222546 8) N06'40'08 WR) NO25702 WR) SEE SHEET 14 69'4728 W 48 64 N20'48'55*€ 16.00
R=2150.00 310838E 10.00 N53066W 83.02
LEM. 8•2104'25* L=790. 78(M-M) N85*0720'E 72.26
L117 N7'0452 W 52.26
N253710'Wl)

DETAIL C DETAIL D

FROM THIS SHEET FROM THIS SHEET
(1'- 20") (1"=100') SHEET 7 OF 15
PARCEL 4 NOTES
SEE SHEET 7
/30.92/30.92 KILPATRICK AVENUE SET SHEET 3 FOR BAS OF BATES ANO REFEPENCES TRACT 4256 AWA-
SEE SHEET 4 FOR LEGEND.

L.26 L117 SEE SHEET 7 FOR MONUWENTATION NOTES N654855°€ 35.36- RIVER ISLANDS - PHASE 2 120120
081 3"0 PARCEL 2 110.42'(E) N20'48'55'E- WOODLANDS WEST LARGE LOT FINAL MAP N32001 89.00
N°12850 PARCEL. 4 A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIVISION OF NB77R) 3 116.04 (E) N6911'05 W 223.46
-5200 N7219'12°E(R) PARCEL 4 100.00 ON O ARE AN A CAN CARTERNA R N383051°C N697105°%
N71:4914 E(R) 211.47 N2143'40°€
_ #433320°E 84.17(6)- 143.17 (E) 368
NOVEMBER 2024
N5756'00'E 97.94'(E) - -48'55°E
PARCEL 24 4011) O'DELL
L34

11.81'- N$1'30'51'E ILLA 24-120) KB230'51°L 705.25
Ro655.00 375 66905 M.ZS.+0.20N

71.52 ENGINEERING
N820120°E 15850.. 44 1997 38°. 1135 100° 200°
* NO4:30'S1*E 243. 39(E). + 209.86 SCALE: 15 - 200
PARCEL 5 128.14 N8158 10°C 4-30-5654 - N20'48'55*€ 60:00 N22'40'20°€ 85.62'(E) — - N8501'00°E 158 38(E) N19'51'37'E 60.01 1253710 WR PARCEL 14 L4=151346° KILPATRICK AVENUE SEE SET 14 N1001'50*W 149.14 (E)- L=184.75 -N22"6'41'E 66.46'
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8=4'07'15° L- 52.50 - N3615'16°E 68.30 N025702W(R)
N18'72'00°W 104.02 (E) N1075'20°W 106.70'(E)| R= 730.00 LN405754°€ 69.30" LACE 205,
N7558'20°E 26.18 (C)- -N45'40'32'€ 68.30 SEE PES SHET
8-1'58"39* L-33.48'
Die R- 970.00% PARCEL 5
N1230'51C 185,68- 2 10 TABLES FOR SHEET 8
N39'49'32 MR) 23.748 ACRES ‡ PARCEL 3
NOS 2720°E 94.67'(E)- 101.00
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28.39 (E) -N1016'57°€ 60.00' 40395548 L-153332
N68'13'00°E (P.U.E. OVER ENTIRE PARCEL) 86°542 W 35.66 M7015W 75.03 N4530'53°C 79.61 -N36'19'32°€ 60.00'

59.28(C) N24 0127W 47.92 N67°09'38 E 35.85
R=350.00' 8-14'32'40* (-272.11'(E) -N3306'S3'E 60.00°
L g3210 9 N4603'59 W(R)
6868(2) 233.02' (M-M) N25 2647°€ 34.18 N59 1007 W 60.81* NOS O'SS'E Ra220200
355085 N12'2448 W 60.75 N22 4308 W 34.93
558. *-N325702'E 60.00 N59°1515 W 30.06 N07 1920°E 35.76 1745550 N273ZO5'E

30.28(C) • т +т - 312126°€ 60.00 N68°55 19'E 61.84 N655749W 60.05 - NS404'50°E 98.14'(€) N2819'37°€
N662351W(R), 29.72°7 - N295C'31'E 60.00' 44.78 L53 223904W 34.97 N7455'50'w N6744'50°C 92.92(C)

31.07(E) -N4500'00"E 49.50'(€) N24ª0127°W 49.05 N68°1810°E 35.15 346.57° N670135W /
-N1146'25 ₩ 202.60(E) | N693745* 5 120.00 123.32 N67*3345 W 60.01 -41.69 5140 N7 0452W N22 5200W
135.88 34.27
N162003
142 N0-0902€ 54,78 N42 4706'E 45.66
N68'09'39 WBL
M2034855E 100.00 N4101915 W 35.36
PARCEL 20 6991105 W 125.15 L117 N7'04'52W 52 26
6255743E61452 SEE SHEET 13
148-L56- 69°1105 W 100.00 CURVE TABLE
N68'47'40"W/R) INY PARCEL 7
2024855'5 53.00 CURVE • RADIUS DELTA LENGTH
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- 2219. 10" 263.00 6'2039 29.12
109.98 24.173 ACRES + M8604'59 WR
20702- N20°4855 85.74 C12 87.00 11'0225
N62 30'S5€ (P.U.E. OVER ENTIRE PARCEL) N86 79'15 W 649.02' - 25.16 (EX nE) 40172208* SONNY DHALIWAL: PARKWAY e9'1105 W 137.73 C13 113.00

41.19 [s672.70(r) 4:171785 (-66955 J-1905 08° (676.-5(4-v) 7 3200 ° N20 4855 E 16.00 014 337.00
PARCEL 8 PARCEL 8 30515W 83.02 C15 2430.00%
Я = 2219.10 1°45'48 74.79

1.151 ACRES # SEE DES SHEET NOS 48'02'E 106.59 (м-м) N68'4343"E 34.89 C16 NO340'45'€ $5.00'- N67°01:35-W 3243
34680.00 39.32 # 1645 50.34
N341707*WR) N8619'15"₩ 60.00- N22*58'25"E 100.00
C18 33.00 30 5340 31.09
-NO3 40'45°€ 137.18' N484045°E 35.36'- __NBS1915 1351.28 N73 4051W N 915W 649.02 60.41
330 00 1'15'12
N8679'15 ₩ 652.00 NOTTING HILL DRIVE NES 1105W
771N067915% 30974 NO348'02°€ 100.00
106.69(M-4) DETAIL E 300.00 16 56'35 88.71
NOTTING HILL DRIVE FROM THIS SHEET N20'1042 E 34.86
SEE SHEET 9 & 10 (1°=60) N22 4951€74.00 SHEET 8 OF 15
TABLES FOR SHEET 9 NOTES
TRACT 4256

CURVE TABLE
I L BE FOR LEO BE NO RETRIES RIVER ISLANDS - PHASE 2

CURVE N RADIUS DELTA LENGTH
SEE SHEET 8 WOODLANDS WEST LARGE LOT FINAL MAP
CI9 110.00 58°3124

87.00 15°26'05 23.44 N6230 53T
655071:0936 81 35 25.16 (EXTE)
NOVEMBER 2024
N00-48'52°L 95197(6) O'DELL
N7716'05°E_ ENGINEERING
223.14'(E)|
N72225€ 605.39(E)
- R=817,00
8-015-36'08 8-31609 1-37417
PARCEL 24 ILLA 24-1201 Lº222.48 NOTES 9200
NOSE 187632 PARCEL 14 134.457 ACRES t
Me 5055- NOTING HIL DRIVE
N7 2255'E 41728
N73'40'21"E 100.08°- N142058'°. 15352)
3549032°C
-108.43 N3559'08°W 31.91'——
—NO311 46* MR) 8.30 PARCEL. 12
N712255'E 64914(1) N1420'58°C 61.06'-
-R=65.50' 4-8753*21" L-100.47
N88'54'53 E(R) N5400'52°€ 38.49*
-N50'30'53°€ 191.08' -R-87.00' 4=1526'05* L- 23.44
P.G.&E. POLE LINE EASEMENT - 00
(NO WOTH GIVEN) (263 OR 249)
N1251 31E SCALE: 1° - 200
274.76 10530'53°8 DESIGNATED 404.14
571.73 PARCEL 10

REMAINDER
4-051'17'36°- 33.394 ACRES +
L-105.64 5.197 ACRES I PARCEL 11
514207 (P.U.E. OVER ENTIRE PARCEL)
N2811'29*W 36.84'-
N14'20'58°E 60.22'
N61'48'31"E 33.81".
20ZS5 MOBSEN 08t9*) N604257 MR)
1957
-R=65.50' 4-11240'57° L-128.82'(T)
R=37.00 A-1405'36' 1-21.40 32.75 N1420 58*
257548) -18.00 N2171 40°K(8)
N2811'29°₩ 35.84'-
4-41'31'21" L-47.47 N1420'58'E 60.22'
N44'30'06 W R=65.50 Nº17006 ₩ 262.98 -R-1030.00' 4-4'28'57" L-80.58' L 2-00204* N61 48'31 € 33.81'- PARCEL 12
130.14'(E) (3)0691 NO706'05 E(R) /
(-33.73
R-1446.00
N7538902 358.63 -d=004:55'06* N14'20'58'E 152.75' MONUMENTATION NOTES | L=124.13
13120785 00025) - N2871'29 W 36.94 • SET STANDARD CITY OF LATHROP MONUMENT WELL STAWPED "FLS 7788° • SET 3/4 IRON PIPE MITH PLASTIC FLUG *PLS 7788*
7121,400 - N2870'18°€ 60.75 A SET 2-1/2° BRASS DISK STAWPED "PLS 7788* PER (RI) PARCEL 24 (LA 24-120) N7231'07' 794 28 PARCEL 14 N704356 W 56544(1) N234636 W 077.45(8) 134.457 ACRES #
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SHEET 9 OF 15
TABLES FOR SHEET 10
NOTES TRACT 4256

LINE TABLE CURVE TABLE
LINE * | DIRECTION LENGTH CURVE * | RADIUS | DELTA LENGTH RIVER ISLANDS - PHASE 2 NAZATOETE 45.66 016 2219.10 0*0457 3,20 WOODLANDS WEST LARGE LOT FINAL MAP ::19151 35.36 39.32 451608' 30.38
N48º4502°E 35.36 35.00 50°5340 31.09 SEE SHEET 8
N86'11:58W 52.55 370.00 3'3023 59.39 PARCEL 7
N34802E 100.00- 1470.00 44458 121.85 1 1351045E N8679'15 ₩ 60.00: NOVEMBER 2024 N34802E 100 00 35.00 510103 31.16 N48'4C'45°€ 35.36'
N8679'15 ₩ 652.00(1) O'DELL
N7 1831°5 101 00° 37.00 39°06'13° 25 25
542.00 PARCEL 8
N35 18 10W. 45.10' 11300 27°0736 53.50 30.20*- _ 1851915% 1331.285 N8619'15*W 559.74 ENGINEERING N34802° 74.00 87.00 11. 19° N1020'01È 8041'- PARCEL 19
27°0736 33 1067815 3011N. NOTTING HILL DRIVE
N897915 ₩ 542.00 *X 1861916% 60618
Na11155W 35.36 N1420'58°C 153.52'-
NS400'52°E N4119'15* 35.36- N8619'15°W 559.74
L70 M684802°E 35.36

38.49° N8679'15 60.00'- N4840'45 E
N34802E 74.00 35.36' L64~
N35'59'08"W 31.91'—.

N41*9155W 35.36 SEE SHEET 13
N14'20'S8'E 61.06'—
1118| N96 1159w 12.00 NS400'52°E 38.49'——
N361915 ₩ 78.90
NOS 40'45*€ 100.00'- -NO3 40'45 € 100.00 PARCEL 17
N867915 * 622.31. 328.85"
N86'19'15 18800° SONNY DHALIWAL PARKWAY E
N2038T 40414 N0548'02 E 775.58 (1)
N48'45'08*W 65.60'-
PARCEL 11 N8671'59 12296/ NO348'02°€ 775.67(1))

12.775 ACRES +
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N2811'29"W 36.84'- N70556 * 156.67 -N740/08°% 52.00%
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-N77'32'52°₩ 52.00'
N6148'31'E 33.81'- -N80'58'37*W 52.00
(3) 52195Z NO3 4802*€ 1541.38(1) 1435. 18(0-1)
N86 71'59"W 468.00
L61(R)
N2871'29*W 36.81°- 43Ã.00
N1420'58'E 60.22 - N86'11'58*w 96.15'
0 100 200 020-7623100
N61'48'31'E 33.81'
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Uss. 352, 52,
R- 1446.00
1-2-5500 -N14'20'58°C 152.75' PARCEL 12
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(P.U.E. OVER ENTIRE PARCEL) PARCEL 15
121.40 N03 48025 379.00 N254802° 35700 330-
- N287018"E 60.75 434, 00° LN3055 38 7(8)

SEE DETAIL F DETAILE

ON THIS SHEET

FROM THIS SHEET
N234636 * 107246(6) (1°m60")
* 417130 35.38
R=1554.00 8-20100(-548.32 N89:03 04° 206.74 1367158' 1760.75 212.76 N861138W T
N755107W 1389.09 218.74(1)
200 rY 101518) N86 150° 116.28
PARCEL 24 (LLA 24-120) PARCEL 14 SEE SHEET 11
134.457 ACRES *
17450161 91605(E)
SHEET 10 OF 15
TABLES FOR SHEET 11 TRACT 4256

LINE TABLE
RIVER ISLANDS - PHASE 2
LINE * ORECTION LENGTH

WOODLANDS WEST LARGE LOT FINAL MAP
L68 N29'3345W 106.79 SONNY DHALIWAL PARKWAY
N42°0759'W 123 56 A PORTION OF RANCHO EL PESCADERO, BONG A SUBDIVISION OF L11N61158W 12 00 NOS 4802E 154 8(1). -
434,00
NOVEMBER 2024

CURVE TABLE
CURVE • RADIUS | DELTA T LENGTH O'DELL
113.00 27-0736 53.50 ENGINEERING
SCALE: 1 = 150'
798 00° 19'2302 269 97
105.00 45-2450 83.25 EDINBURGH AVENUE M15:3659 (R)
902.00 210122 330.96

RIVER ISLANDS PARKWAY

87.00 27°0736 41.19 \ N3035 38(8) 1162715 ) ....

DETAIL F
NOT 4502'E 57900- SONNY DHALIWAL PARKWAY EDINBURGH AVENUE N0515'47 MR)
145. 18(4-M) SEE SHEET 12 PRON TA S
(1*=60)
PARCEL. 12
PARCEL 13 PARCEL 11
PARCEL 15 TRACT 4205
SEE SHEET 10 SO THIS SHEET

SHE DES SHET WAIVER ISLANDS PARKWAY
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218.74'(1) 330.28
Ne6150** 183775(1)T 185®
596 28(1) C3S(M-B)
N961'58° 181156 Mi62715M8)]
NO515:47 W(R)
1389.09 29:4653° PARCEL 14

18.81 (E) 134.457 ACRES *
(6 12)115' MOE PARCEL AND LEVEE EASEMENT
PER 2836 OR 332, S.J.C.R
N7390'07 W 79568 373.66'(EXTC)
N88'38'07*W 1020.95 *#475201E 83428
PARCEL 19
PARCEL 24 (LLA 24-120) TRACT 4205
(R1)
N7035077 751.08
NOTES
SHEET 11 oF 15
SEE SHEET 13 NOTES TRACT 4256
RIVER ISLANDS - PHASE 2

Z - WOODLANDS WEST LARGE LOT FINAL MAP
NOTTING CHIL ORIVE PARCEL 17
PARCEl. 12
PARCEL 14
_328.86 - N969915'₩ 72.55 TRACT 4205 NOVEMBER 2024
328.13 IR1)
1 - 150°
O'DELL
N0548022 77958(1) ENGINEERING
SONNY DHALWAL PARKWAY Ne679'15'% 329.21
-..L -N88105'15'W 47.02' SONNY DHALIWAL PARKWAY
446 80548 02 77567(1) NS4'20'57°E 60.87
N8809'17 w 57.00-
N48'48'02°E NOS 48'02'E 1541.88(1) —
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SEE SHEET 10 PARCEL. 447.54 10.258 ACRES + 1432700°E 18000 40548027215418( 1435.18 (и-и)) N503506 E(R),

EDINBURGH
178 + 07 61158° (36 AVENUE
32510E 207010(4-4).

N7436'13'E 34.86- SEATON AVENUE L3055'395(R)
100.00 N86 7158° 705.00 M4S270°E 18900. DETAIL E

FRCM THIS SHEET
(1°-60*)
15 c38- N424352°E 47.01'~ TABLES FOR SHEET 12
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2.97 06k 19M
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PARCEL 12 NO3 48'02'E 379.00 (P.U.E. OVER ENTIRE PARCEL) 200- N3'4802E 74.00 1050.00 IRI) 2'3943 48.78
N10'31'20 * 48.51-
454.00 N86*115°W 19.95 1050.00 | 79.12

32.32 1050 00 | 4°02-19- 740r
169.47 Nº0-2019E 32.02 1050.001 3'5459 71.76
SEE THIS SHEET 254951% 62.06 1050.00' 7*5796 | 145.77
N03 48 02E N6541W(8) N832714W 3718 83.00 12'3301 18.18
N4171'38 W 35.36
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C49
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52' N89/58 1760.75(0) N86'T S8 W 385,05. -51.31 (B-4) No 0210°€ 3435 Nº61/58 W - 517.0 N432610E 76.77
218.74(*) 521 NO3 48'02"E 530.281 ° 4902° 26.31
EDINBURGH AVENUE N267158 183775(1)7 103.31'(M-M)
N491802E 3536
- 596 28(4)
N861158°W T811.56 N/1°11:58W 3536
N67'2941 E 38 47
SEE SHEET 11 SHEET 12 OF 15
PARCEL 5 SHAMEL STREET SEE SHEET 14
PARCEL 5 TRACT 4256
040250255 L-7888214 . RIVER ISLANDS - PHASE 2
*. WOODLANDS WEST LARGE LOT FINAL MAP

Z DESIGNATED

REMAINDER
2015-7 15.007 ACRES ‡
N6706'52 W(R) NOVEMBER 2024
SCALE: 1ª = 200' NOTES O'DELL

ENGINEERING
N2210'22'W 35.26'- 5027
PARCEL 7
SEE SHEET 8 = 2088. TABLES FOR SHEET 13
2291018172208-67270 18VS M,S010294 LINE TABLE CURVE TABLE N57373629) INER DIRECTION LENGTH CURVE • | RADIUS DELTA | LENGTH 146฿ N22 4951E 74.00 1050.00 4'0804 7577
PARCEL 20
N22 5200W| 3427 3700 375130 2445
SONNY DHALIWAL PARKWAY 18.791 ACRES t N67 2944°E

38.47 25.00 | 52^0112 22.70
(P.U.E. OVER ENTIRE PARCEL)
18S N41 3934E 49.87 8500 SomE 31.17
PARCEL 14 N34OASE 100.00 37.00 38°5728 25.16
(TRACT 4205) N861915W 57.00 2008.00 00536
SEE DETAIL E. N7310'03 W(R) NS 1346W 40.73
*222- *276.671
ON SHEET 8 M14097 32.80
SEE DOES SHEET PARCEL 19 N39'2438'E 39.25

1.923 ACRES + N26'2728°W 06.76
PARCEL 3 - 851915% 106865. NS5-0904 29.94
N9518'32M8)
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100 N867915 W 60.00 J - N484045°€ 35.36'
N85:50'55(() L119 S6701'35'E 76.14
PARCEL 18
5700 S.F. ‡ PARCEL 17

9.510 ACRES ‡ R= 1050 PARCEL 12 NOTTING HILL DRIVE
PARCEL 12 SHE THESE 5-8°0902 (TRACT 4205) PARCEL 20
SEE SHEET 10 (P.U.E. OVER ENTIRE PARCEL)
328.13 N7741'54'E(R)
051 10915210.100
N8519'15 W 72.55 1.16°-
N86'05'22 M(R)
-NOS 4802E 154188(1) 7435.18(M-N) NB5 1915 W 106865
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PARCEL 11 DETAIL H
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PARCEL 16 N680917'N 57.001

DETAIL I
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(1*-20) SHEET 13 OF 15
MONUMENTATION NOTES SEE SHEET 7
© SET STANDARD CITY OF LATHRCP MONUMENT MELL STAMPED "FLS 7788* TRACT 4256 PARCEL 4 SEE SET & PARCEL 17 RIVER ISLANDS - PHASE 2
• FOUND MONUMENT IN WELL. PER (RI) & (R2) (TRACT 4205) WOODLANDS WEST LARGE LOT FINAL MAP PARCEL 2
• FOUND 3/4° IRON PIPE MITH FLASTIC PLUG "PLS 7788* PER (RI) & (R2) A PORTION OF RANCHO EL PESCADERO, BEING A SUBOIASION OF

KILPATRICK AVENUE

1.17" BRASS DISK STAUPED "PLS 7788" PER (R2) BRANTON AVENUE 52 c64(8-M). SEF DETAIL K
52'* ON THIS SHEET NOVEMBER 2024
X N025702 WiR)
NC91924'N 99.0B'- O'DELL
NOTES N361.545 E(R) ENGINEERING
1 3I 1 ES A NO RETAKES. Ra50.00' 4-4641'22" L=1074-
TABLES FOR SHEET 14
SCALE: 1* = 200' LINE TABLE
PARCEL 5 PARCEL 3 PARCEL 9 LINER DIRECTION LENGTH

18.634 ACRES + 1,949 ACRES ‡ N17'0652€ 60.32
(P.U.E. OVER ENTIRE PARCEL) N25 0549-W 3341
46926 M.2S.IO./ON N675026°E 3544
N244154 MR) PARCEL 15 75.03
N70'0245'W 35.14 (TRACT 4205)
SEE DETAIL J 3480°
SONNY 00 1L6 M.ZS.KO.LON 60 10'
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35.93 L105 74 0C
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REMAINDER N250113 W(B) 1114| Ne6 0359W 233.02

15.007 ACRES
PARCEL. 17
PARCEL 14 (TRACT 4205)
(TRACT 4205) PARCEL 2 PARCEL 3
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BRANTON AVENUE
N2210'22"W 35.26'-
3-N042112W 10409(1).. -

52.04 N025102 M(8)
N670135% 57387 N671734K(8),
SONNY DHALWAL PARKWAY L101- 1460(0) -
NO722'64 W(R)/
PARCEL 20 PARCEL 12

18.791 ACRES + (TRACT 4205) NO6: 4335 WR)
PARCEL 15 PARCEL. 20
(P.U.E. OVER ENTIRE PARCEL) PARCEL 3
(TRACT 4205) L103-
6 M.6S,00.9HN

DETAIL K DETAIL J
SEE SHEET 13 FROM THIS SHEET
(1°-60) SHEET 14 OF 15
TABLES FOR SHEET 15 TRACT 4256
LINE TABLE CURVE TABLE MONUMENTATION NOTES NOTES RIVER ISLANDS - PHASE 2 LINE * DIRECTION LENGTH CUAVER RADIUS DELTA LENGTH WOODLANDS WEST LARGE LOT FINAL MAP L115 S82^5951'E 21.24 1000.00 | 4'35'18" 80.08
L116 529*02STE| 88.49
• FOUND MONUMENT PER (R1)
• FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) A FOUND 2-1/2 BRASS CASK STAMPED "PLS 7788° PER (RI) NOVEMBER 2024 T SET 5/8" × 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR
O'DELL

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€ 100.00 (E)
L=329.77(€)
R-310.00°
MBOSSIE 392.55, 12:4531 1-39368 _ POOSE MONIEN
NBZTN COE 300 CO (E) N400740 ₩ 159.00 (C) 31.57 (E),
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206.00(E) 00990- ~N4700'00°W 105.00(€) [N253310W
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CLEARY COURT TT 00-12361 PARCEL 14
KAGAN PLACE STRANDBERG AVENUE 134.457 ACRES +

LAMBERTON
144-MP- COURT
PARCEL 1
TRACT 4205
(R1)

ISLANDS PARKWAY
SHEET 15 OF 15
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

EXHIBIT B
TRACT 4256 WOODLANDS WEST VICINITY MAP
EXHIBIT "B"
LAGE 8 TI
E3 SCHOC.. VILLAGE 6 LAGE 5.

CAKE
VILLAGE 9 VILL
LAKE 15 ILLAGE 16
VILLAGE 19

COMMUNITY
PARK
VILLAGE 18
AGE 10

OLD RIVER
LAKE 1S
VILLAGE 21
VILLAGE 14 m
PARK
VILLAGE 12
LAKE 16 LAKE 17 VILLAGE 20

RIVER ISLANDS PAF
VILLAGE 13
EXHIBIT "B"
PARADISE CUT TRACT 4256

WOODLANDS WEST

VICINITY MAP
DECEMBER 2024
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

EXHIBIT C

CITY INSURANCE REQUIREMENTS

1. 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: VIl 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.

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 C. Include a statement that, "the insurer will provide to the City of Lathrop 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.

The policy must contain a cross liability or severability of interest clause.

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/DDAYYY)
CERTIFICATE OF LIABILITY INSURANCE 11/25/2024
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement is certificate does not confer rights to the certificate holder in lieu of such endorsement PRODUCER License # 0C36861 HOMEACT
Los Angeles-Alliant Insurance Services, Inc. FAC, No):
333 S Hope St Ste 3700
Los Angeles, CA 90071
INSURERS) AFFORDING COVERAGE NAIC *
INSURERA: United Specialty Insurance Company 12537
INSURED INSURER B:

Califia, LLC INSURER C:
73 W. Stewart Rd. INSURER D:

Lathrop, CA 95330
INSURER E:

INSURER F:

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THI:

RTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERA CLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIN

INSR POLICY NUMBER LIMITS

LTR TYPE OF INSURANCE INSD WVD
A X COMMERCIAL GENERAL LIABILITY 2,000,000

EACH OCCURRENCE
_ CLAIMS-MADE X OCCUR x ATN2418343P 3/19/2024 3/19/2027 50.000 MED EXP (Any one person)
1,000,000
PERSONAL & ADV INJURY s. 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE
POLICY PECT LOC PRODUCTS - COMP/OP AGG S 2,000,000
OTHER:

LEE SINGLE LIMIT is u

AUTOMOBILE LIABILITY
ANY AUTO BODILY INJURY (Per person)
WNE
JTOS ONL BODILY INJURY (Per accident) :

Per side DAMAGE

UMBRELLA LIAB OCCUR EACH OCCURRENCE
EXCESS LIAB CLAIMS-MADE AGGREGATE en es

DED RETENTIONS
WORKERS COMPENSATION TER+

AND EMPLOYERS' LIABILITY
YIN
NY PROPRIETOR/PARTNER/EXECUTIVI E.L. EACH ACCIDENT $
Mandatory in NER, EXCLUDED? |N/ A
E.L. DISEASE - EA EMPLOYEE $
EESSRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT Regarding: TracTE250NS / LOCATIONS/ VEHICLES (ACORD 101, Aditional Remarks schedule, may be attached If more space is required)

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

EXPIRATION DATE NOTICE WILL BE DELIVERED IN
City of Lathrop
390 Towne Center Drive
Lathrop, CA 95330

AUTHORIZED REPRESENTATIVE
ACORD 25(2016/03) © 1988-2015 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 IT CAREFULLY.

ADDITIONAL INSURED - STATE OR GOVERNMENTAL

AGENCY OR SUBDIVISION OR POLITICAL

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

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
State Or Governmental Agency Or Subdivision Or Political Subdivision:

City of Lathrop its officers, City Council, boards and commissions and members thereof, its employees and agents 390 Towne Centre Drive Lathrop, CA 95330 Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II - Who Is An Insured is amended 2. This insurance does not apply to:
to include as an additional insured any state or
governmental agency subdivision or
political subdivision shown in the Schedule • ad openins per dar an ane subject to the following provisions:

1. This insurance applies only with respect to
perations performed by you or on you
ehalf for which the state or governmenta b. "Bidded in whin "property, damage" subdivision
subdivision has issued a permit
B. With respect to the insurance afforded to these
However: additional insureds, the following is added to Section III - Limits Of Insurance:
a. The insurance afforded to
seen permised by fan, apies to the
. If coverage provided to the additional insured is the amount of insurance:
insured is required by a contract or
greement, the insurance afforded to 1. Required by the contract or agreement; or such additional insured will not b 2. Available under the applicable Limits of broader than that which you are Insurance shown in the Declarations; required by the contract or agreement to whichever is less.

This endorsement shall not increase the
applicable Limits of Insurance shown in the
Declarations.

CG 20 12 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 Policy# ATN2418343P
United Specialty Insurance Company
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

VEN 051 00 (02/20)

PRIMARY AND NON-CONTRIBUTING INSURANCE ENDORSEMENT
This endorsement modifies the Conditions provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
The following is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS of the COMMERCIAL GENERAL LIABILITY COVERAGE PART, and supersedes any provision to the contrary:

Primary and Non-Contributory Insurance
Any coverage provided to an Additional Insured under this policy shall be excess over any other valid and collectible insurance available to such Additional Insured whether primary, excess, contingent or on any other basis unless:
a. (1) The Additional Insured is a Named Insured under such other insurance; and
(2) A fully written contract fully executed prior to the Named Insured's commencement of work for such Additional Insured for the specific project that is the subject of the claim, "suit," or "occurrence" expressly requires that this insurance:
(i) apply on a primary and non-contributory basis;
(ii) would not seek contribution from any other insurance available to the additional insured.
or
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 ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

VEN 064 00(01/15)

THIRD PARTY CANCELLATION NOTICE ENDORSEMENT
This endorsement modifies the Conditions provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART
Persons of organilyn sany me is the thetair below actor g to the nur wilt a days listed belove once the Named Insured has been notified.
we cancel this coverage for nonpayment of premium, we will mail a copy of such written notice c ancellation to the name and address below at least 10 days prior to the effective date of suc 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 9533(
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) with the City of Lathrop for Final Map Tract 4256 Woodlands West District

EXHIBIT D
TRACT 4256 ENGINEER'S ESTIMATE FOR

COLLECTOR AND ARTERIAL ROADS
EXHIBIT "D"
6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood main (925) 223-8340
DRAFT ENGINEER'S OPINION OF PROBABLE COST November 26, 2024 RIVER ISLANDS - PHASE 2 Job No.: 25506-11
TRACT 4256 BACKBONE ROADS

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description Quantity Unit Unit Price Amount

SONNY DHALIWAL PARKWAY

STREET WORK
489,200 SF $ 0.45 $ 220,140.00

5.5" AC Paving 312,300 SF $ 2.75 $ 858,825.00
3 12" Aggregate Base 312,300 SF $ 1.80 $ 562,140.00
4 12" Lime Treatment 312,300 SF $ 1.10 $ 343,530.00
5 Vertical Curb and Gutter (with AB cushion) 9,100 LF $ 15.00 $ 136,500.00 Type F Median Curb (with AB cushion) 5,700 LF $ 18.00 $ 102,600.00 7 Splitter Island Curb & Gutter (with AB cushion) 110 LF 21.00 $ 2,310.00 8 Roundabout Concrete 2,390 SF $ 5.00 $ 11,950.00
Concrete Sidewalk 77,100 SF $ 5.00$ 385,500.00
10 Handicap Ramps 19 EA $ 2,500.00 $ 47,500.00
11 Bike Ramps 6 EA $ 2,500.00 $ 15,000.00
12 Survey Monuments 6 EA $ 300.00 $ 1,800.00
13 Traffic Striping & Signage 4,500 LF 5.00 $ 22,500.00 14 Dewatering (budget) 4,500 LF 100.00 $ 450,000.00
Subtotal Street Work $ 3,160,295.00

STORM DRAIN
15 Catch Basins (type l inlet over type 1 manhole base) 20 EA $ 2,800.00 $ 56,000.00 Catch Basins (type l inlet over type Ill manhole base) 2 EA $ 8,000.00 $ 16,000.00 17 15" Storm Drain Pipe (polypropylene) 1,940 LF $ 18.00 34,920.00 18 18" Storm Drain Pipe (polypropylene) 680 LF $ 20.00 $ 13,600.00 19 24" Storm Drain Pipe (polypropylene) 800 LF $ 31.00 $ 24,800.00 20 30" Storm Drain Pipe (polypropylene) 230 LF 45.00 $ 10,350.00 21 42" Storm Drain Pipe (RCP) 190 LF 120.00 $ 22,800.00 22 48" Storm Drain Pipe (RCP) 510 LF $ 125.00 $ 63,750.00 Manholes (type 1) 2 EA $ 3,000.00 $ 6,000.00
24 Manholes (type I) 2 EA $ 8,000.00 $ 16,000.00
Subtotal Storm Drain $ 264,220.00

SANITARY SEWER
25 8" Sanitary Sewer Pipe (PVC) 1,290 LF $ 28.00 $ 36,120.00 26 12" Sanitary Sewer Pipe 190 LF $ 42.00 $ 7,980.00
18" Sanitary Sewer Pipe 620 LF $ 80.00 $ 49,600.00
28 Manholes (type / w/ 60" Barrel) 6 EA $ 4,000.00 $ 24,000.00 Subtotal Sanitary Sewer $ 117,700.00
westwoodps.com
(888) 937-5150
T: IslandsiPhase IslandsiPhase -Phase 2 NW Area 4 8B Roads IPWord & ExcelCost Estimatel Tract 4256 BBR COST ESTIMATE XSXIPH2TRACT 4256 BBR 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood main (925) 223-8340
Item Description Quantity Unit Unit Price Amount

WATER SUPPLY
29 8" Water Line (including all appurtenances) (PVC) 670 LF $ 32.00$ 21,440.00 30 10" Water Line (including all appurtenances) (PVC) 4,510 LF 40.00 $ 180,400.00 31 12" Water Line (including all appurtenances) (PVC) 1,190 LF 48.00 $ 57,120.00 32 1" Water Service 2 EA 800.00 $ 1,600.00
33 3" Water Service EA 3,500.00 $ 10,500.00
n N EA LA LA LA LA LA LA LA
34 4" Water Service EA 4,000.00 $ 8,000.00
35 Fire Hydrants 10 EA 4,000.00 $ 40,000.00
36 8" Resilient Gate Valve 7 EA 1,550.00 $ 10,850.00
37 10" Resilient Gate Valve 15 EA 2,500.00 $ 37,500.00
Subtotal Water Supply $ 367,410.00

NON-POTABLE WATER
38 8" Non-Potable Water Line (including all appurtenances) (PVC) 260 LF $ 35.00 $ 9,100.00 39 10" Non-Potable Water Line (including all appurtenances) (PVC) 4,480 LF 45.00 • $ 201,600.00 40 3" Non-Potable Water Service EA 3,000.00 $ 9,000.00
41 4" Non-Potable Water Service EA 4,000.00 $ 8,000.00
42 Air Release Valve EA EA LA EA LA LA LA EA 2,500.00 $ 12,500.00 43 Blow Off Valve EA 4,000.00 $ 12,000.00
44 8" Resilient Gate Valve EA 1,550.00 $ 3,100.00
45 10" Resilient Gate Valve EA 2,500.00 15,000.00
Subtotal Non-Potable Water $ 270,300.00

LAKE FILL LINE
46 16" Lake Fill Line (including all appurtenances) (PVC) 1,210 LF $ 50.00 $ 60,500.00 47 24" Lake Fill Line (including all appurtenances) (PVC) 460 LF 85.00 39,100.00 48 Blow Off Valve 1 EA 4,000.00 4,000.00
49 16" Butterfly Valve EA 4,500.00 LA GA GA LA 18,000.00 50 24" Butterfly Valve EA 6,000.00 6,000.00
Subtotal Lake Fill Line $ 127,600.00
Subtotal Construction Cost - Sonny Dhaliwal Parkway (nearest $1,000) $ 4,308,000.00

EDINBURGH AVENUE

STREET WORK
1 Fine Grading 227,900 SF $ 0.45 $ 102,555.00
2 5.5" AC Paving 144,900 SF $ 2.75 $ 398,475.00
12" Aggregate Base 144,900 SF 1.80 $ 260,820.00
4 12" Lime Treatment 144,900 SF $ 1.10 $ 159,390.00
5 Vertical Curb and Gutter (with AB cushion) 4,330 $ 15.00 $ 64,950.00 6 Type F Median Curb (with AB cushion) 3,970 LF $ 18.00 $ 71,460.00 7 Concrete Sidewalk 34,400 SF 5.00 $ 172,000.00
8 Handicap Ramps 5 EA $ 2,500.00 $ 12,500.00
Bike Ramps EA $ 2,500.00 $ 5,000.00
10 Survey Monuments N M EA
300.00 $ 900.00
11 Traffic Striping & Signage 2,200 LF $ 5.00 $ 11,000.00 12 Dewatering (budget) 2,200 LF $ 100.00 $ 220,000.00
Subtotal Street Work $ 1,479,050.00
westwoodps.com
(888) 937-5150
T:125506-River IslandsIPhase 11 - Phase 2 NW Area 4 BB Roads IPIWord & ExcelCost EstimatelTract 4256 BBR COST ESTIMATE XISXIPH2TRACT 4256 BBR 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood
main (925) 223-8340
Item Description Quantity Unit Unit Price Amount

STORM DRAIN
13 Catch Basins (type I inlet) 3 EA $ 2,400.00 $ 7,200.00 14 Catch Basins (type I inlet over type / manhole base) EA $ 2,800.00 19,600.00 15 Catch Basins (type I inlet over type II manhole base) 2 EA 5,000.00 $ 10,000.00 16 Catch Basins (type C inlet) 2 EA tA 6A 1 2,400.00 $ 4,800.00 17 15" Storm Drain Pipe (polypropylene) 950 LF 18.00 $
17,100.00
18 18" Storm Drain Pipe (polypropylene) 370 LF 20.00 $ 7,400.00 19 24" Storm Drain Pipe (polypropylene) 870 LF UA tA tA EA 31.00 $ 26,970.00 20 30" Storm Drain Pipe (polypropylene) 60 LF 45.00 $ 2,700.00 21 Manholes (type /) 1 EA $ 3,000.00 3,000.00
Subtotal Storm Drain $ 98,770.00
21 8" Water Line (including all appurtenances) (PVC) 80 LF $ 32.00$ 2,560.00 22 12" Water Line (including all appurtenances) (PVC) 2,130 LF 48.00$ 102,240.00 23 3" Water Service 1 EA 3,500.00 $ 3,500.00
24 Fire Hydrants 5 EA GA LA tA tA tA 4,000.00 $ 20,000.00 25 8" Resilient Gate Valve EA 1,550.00 $ 1,550.00
26 12" Butterfly Valve EA 3,500.00 $ 24,500.00
Subtotal Water Supply $ 154,350.00

NON-POTABLE WATER
27 8" Non-Potable Water Line (including all appurtenances) (PVC) 110 LF $ 35.00 $ 3,850.00 28 10" Non-Potable Water Line (including all appurtenances) (PVC) 2,120 LF 45.00 $ 95,400.00 29 3" Non-Potable Water Service 1 EA 3,000.00 $ 3,000.00 30 Air Release Valve 2 EA 2,500.00 $ 5,000.00
31 Blow Off Valve VA LA GA LA EA EA
EA 4,000.00 $ 4,000.00
32 8" Resilient Gate Valve EA 1,550.00 $ 1,550.00
33 10" Resilient Gate Valve EA 2,500.00 $ 12,500.00
Subtotal Non-Potable Water $ 125,300.00

LAKE FILL LINE
34 24" Lake Fill Line (including all appurtenances) (PVC) 150 LF $ 85.00 $ 12,750.00 Subtotal Lake Fill Line $ 12,750.00
Subtotal Construction Cost - Edinburgh Avenue (nearest $1,000) $ 1,871,000.00 westwoodps.com
(888) 937-5150
T:125506-River IslandsiPhase 11 - Phase 2 NW Area 4 BB Roads IPIWord & ExcelCost Estimatel Tract 4256 BBR COST ESTIMATE xISX/PH2TRACT 4256 BBR 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood main (925) 223-8340
Item Description Quantity Unit Unit Price Amount

NOTTING HILL DRIVE

STREET WORK
1 Fine Grading 114,600 SF $ 0.45 $ 51,570.00
2 4.5" AC Paving 58,300 SF 2.25 $ 131,175.00
8 Aggregate Base 58,300 SF 1.20 $ 69,960.00
4 Vertical Curb and Gutter (with AB cushion) 1,430 LF 15.00 $ 21,450.00 5 Rolled Curb and Gutter (with AB cushion) 2,180 LF 15.00 $ 32,700.00 Concrete Sidewalk 25,000 SF 5.00 $ 125,000.00
Driveway Approach 42 EA 600.00 $ 25,200.00
Handicap Ramps 6 EA 2,500.00 $ 15,000.00
Survey Monuments 2 EA 300.00 $ 600.00
10 Traffic Striping & Signage 1,900 LF $ 5.00 $ 9,500.00 11 Dewatering (budget) 1,900 LF $ 100.00 $ 190,000.00
Subtotal Street Work $ 672,155.00

STORM DRAIN
12 Catch Basins (type I inlet) 8 EA $ 2,400.00 $ 19,200.00 13 Catch Basins (type I inlet over type 1 manhole base) 4 EA 2,800.00 $ 11,200.00 15" Storm Drain Pipe (polypropylene) 630 LF tA tA 6A 6A 18.00 $ 11,340.00 36" Storm Drain Pipe (polypropyiene) 100 LF 60.00 $ 6,000.00 16 Manholes (type Il) 1 EA 5,000.00 $ 5,000.00
Subtotal Storm Drain $ 52,740.00

SANITARY SEWER
17 8" Sanitary Sewer Pipe (PVC) 1,830 LF $ 28.00 $ 51,240.00 18 Sewer Service 42 EA $ 600.00 $ 25,200.00
19 Manholes (type 1) 5 EA $ 4,000.00 $ 20,000.00
Subtotal Sanitary Sewer $ 96,440.00

WATER SUPPLY
20 8" Water Line (including all appurtenances) (PVC) 1,980 LF $ 32.00$ 63,360.00 21 Water Service 42 EA $ 2,000.00 84,000.00
22 Fire Hydrants 3 EA $ 4,000.00 12,000.00
23 8" Resilient Gate Valve EA $ 1,550.00 $ 10,850.00
Subtotal Water Supply $ 170,210.00

NON-POTABLE WATER
24 8" Non-Potable Water Line (including all appurtenances) (PVC) 1,240 LF $ 35.00 $ 43,400.00 25 8" Resilient Gate Valve 3 EA $ 1,550.00 $ 4,650.00
Subtotal Non-Potable Water $ 48,050.00

LAKE FILL LINE
26 16" Lake Fill Line (including all appurtenances) (PVC) 660 LF $ 50-00 33,000.00 Subtotal Lake Fill Line $ 33,000.00
Subtotal Construction Cost - Notting Hill Drive (nearest $1,000) $ 1,073,000.00 westwoodps.com
(888) 937-5150
T: 125506-River IslandsiPhase 11 - Phase 2 NW Area 4 BB Roads IPWord & ExcelCost EstimatelTract 4256 BBR COST ESTIMATE x/sxiPH2TRACT 4256 BBR 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood main (925) 223-8340
Item Description Quantity Unit Unit Price Amount

HARWELL STREET

STREET WORK
Fine Grading 18,000 SF $ 0.45 $ 8,100.00
2 4.5" AC Paving 11,200 SF 2.25 $ 25,200.00
8" Aggregate Base 11,200 SF 1.20 $ 13,440.00
Vertical Curb and Gutter (with AB cushion) 380 LF 15.00 $ 5,700.00 Type F Median Curb (with AB cushion) 260 LF 18.00 $ 4,680.00

LA LA LA LA LA LA LA LA
Concrete Sidewalk 3,100 SF 5.00 $ 15,500.00
Handicap Ramps 4 EA 2,500.00 $ 10,000.00
8 Survey Monuments 1 EA 300.00 $ 300.00
Traffic Striping & Signage 200 LF 5.00 $ 1,000.00
10 Dewatering (budget) 200 LF $ 100.00 $ 20,000.00
Subtotal Street Work $ 103,920.00

STORM DRAIN
Catch Basins (type I inlet over type 1 manhole base) 2 EA $ 2,800.00 $ 5,600.00 12 15" Storm Drain Pipe (polypropylene) 50 LF $ 18.00 $ 900.00 13 18" Storm Drain Pipe (polypropylene) 140 LF $ 20.00 $ 2,800.00 14 Manholes (type /) 1 EA $ 3,000.00 $ 3,000.00
Subtotal Storm Drain $ 12,300.00

WATER SUPPLY
15 8" Water Line (including all appurtenances) (PVC) 300 LF $ 32.00 $ 9,600.00 16 8" Resilient Gate Valve 4 EA $ 1,550.00 $ 6,200.00
Subtotal Water Supply $ 15,800.00
Subtotal Construction Cost - Harwell Street (nearest $1,000) $ 133,000.00

KILPATRICK AVENUE

STREET WORK
1 Fine Grading 15,600 SF $ 0.45 $ 7,020.00
2 4.5" AC Paving 9,700 SF 2.25 $ 21,825.00
8" Aggregate Base 9,700 SF 1.20 $ 11,640.00
4 Vertical Curb and Gutter (with AB cushion) 250 LF 15.00 $ 3,750.00 5 Rolled Curb and Gutter (with AB cushion) 170 LF $ 15.00 $ 2,550.00 6 Type F Median Curb (with AB cushion) 170 LF $ 18.00$ 3,060.00 Concrete Sidewalk 2,300 SF $ 5.00$ 11,500.00
8 Driveway Approach 3 EA 600.00 $ 1,800.00
Handicap Ramps 2 EA 2,500.00 $ 5,000.00
10 Survey Monuments LA LA LA LA 300.00
2 EA $ 600.00
11 Traffic Striping & Signage 200 LF 5.00 $ 1,000.00
12 Dewatering (budget) 200 LF $ 100.00 $ 20,000.00
Subtotal Street Work $ 89,745.00
westwoodps.com
(888) 937-5150
T:125506 River IslandsiPhase 11 - Phase 2 NW Area 4 BB Roads IPWord & ExcelCost Estimatel Tract 4256 BBR COST ESTIMATE XISXIPH2TRACT 4256 BBR 6200 Stoneridge Mall Rd. Suite 300
Pleasanton, CA 94588
Westwood main (925) 223-8340
Item Description Quantity Unit Unit Price Amount

STORM DRAIN
13 Catch Basins (type / inlet over type Ill manhole base) 2 EA $ 8,000.00 $ 16,000.00 14 24" Storm Drain Pipe (polypropylene) 40 LF $ 31.00 $ 1,240.00 15 36" Storm Drain Pipe (polypropylene) 80 LF $ 60.00 $ 4,800.00 16 42" Storm Drain Pipe (RCP) 160 LF $ 120.00 $ 19,200.00 17 Manholes (type III) 1 EA $ 8,000.00 $ 8,000.00
Subtotal Storm Drain $ 49,240.00

SANITARY SEWER
18 8" Sanitary Sewer Pipe (PVC) 240 LF $ 28.00$ 6,720.00 19 Manholes (type /) EA $ 4,000.00 4,000.00
20 Sewer Service EA $ 600.00 $ 1,800.00
Subtotal Sanitary Sewer $ 12,520.00

WATER SUPPLY
21 8" Water Line (including all appurtenances) (PVC) 260 LF $ 32.00 $ 8,320.00 22 Water Service 3 EA $ 2,000.00 $ 6,000.00
23 8" Resilient Gate Valve 3 EA $ 1,550.00 $ 4,650.00
Subtotal Water Supply $ 18,970.00
Subtotal Construction Cost - Kilpatrick Avenue (nearest $1,000) $ 171,000.00 TOTAL CIVIL CONSTRUCTION COST (nearest $1,000) $ 7,556,000.00 STREETLIGHTING & JOINT TRENCH COST (nearest $1,000) $ 9,100,000.00 TOTAL IMPROVEMENT CONSTRUCTION COST (nearest $1,000) $ 16,656,000.00 1) This estimate does not include surveying, engineering, landscaping, dry utilities, irrigation, or street trees. 2) Unit prices are based on estimated current construction costs and no provision for inflation is included. 3) Dry utility (streetlighting and joint trench) prices are from Power Systems Design and not Westwood.

Estimate is on a lump sum basis for all backbone roads listed in this estimate. westwoodps.com
(888) 937-5150
T: 25506-River IslandsiPhase 11 - Phase 2 NW Area 4 BB Roads IPWord & ExcelCost EstimatelTract 4256 BBR COST ESTIMATE xISXIPH2TRACT 4256 BBR

ATTACHMENT
"E "

JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
December 9, 2024
Via Email and Hand Delivery
Old Republic Title Company
1215 W. Center Street, Suite 103
Manteca, CA 95337
Attn: Lori Richardson
Re: Recordation of Phase 2, Area 4 Large Lot Final Map 4256; Escrow No. 1214023592
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, 2024, 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, 2025, 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 Large Lot Final Map for Tract 4256, executed and acknowledged by the City (provided to title by City).

The document listed in Item B. 1 above is referred to as the "Recordation Documents." The date on which the Recordation Documents are recorded in the Official Records is the Recordation Date.

C. Closing Requirements
When the following has occurred, you are authorized to close the Escrow at the time(s) and in accordance with the process set forth below:

You have delivered copies of your Settlement Statement by email transmission to: (a) Susan Dell'Osso ([email protected]); (b) Debbie Belmar ([email protected]); (c) Brad Taylor ([email protected]); and (d) Salvador Navarrete ([email protected]; and have confirmation (by telephone or email) 1 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
from Susan Dell'Osso and Brad Taylor that the Settlement Statement is accurate and acceptable;
C.2. You have not received any instructions contrary to these Escrow Instructions;
C.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 beer ully executed and, where applicable, acknowledged, and you have attached all legal descriptions or have confirmed that all exhibits and legal descriptions are attached; C.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; 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 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.

D. 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:

D.1. Date the Recordation Documents to be recorded;
D.2. Record the Recordation Documents in the Official Records; D.3. Pay the costs associated with the Transaction;
D.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 Roac
_athrop, CA 95330
Attn: Susan Dell'Osso
Dell'Osso ([email protected]),
Debbie Belmar ([email protected]), Brad Taylor ([email protected]) Teresa Vargas ([email protected]), Sarah Pimentel ([email protected]). and Jose Molina ([email protected]) of the completion of the Transaction:
2 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
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) Salvador Navarrete, City Attorney, City of Lathrop, 390 Towne Centre Drive, Lathrop, CA 95330:
(A) certified copy of the Recordation Documents, showing a cording information of the Recordation Documents; an
(B) a certified copy of the final Settlement Statement.

E. 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

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:

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