Lathrop City Council
March 25, 2024

ITEM 2.4

CITY MANAGER'S REPORT
MARCH 25, 2024 CITY COUNCIL SPECIAL MEETING
ITEM: APPROVE LARGE LOT FINAL MAP AND SUBDIVISION
IMPROVEMENT AGREEMENT FOR 23
UNDEVELOPABLE PARCELS IN TRACT 4205 WITHIN

THE WOODLANDS EAST DISTRICT OF RIVER

ISLANDS
RECOMMENDATION: Adopt Resolution Approving a Large Lot Final Map for Tract 4205 within the Woodlands East District,
Totaling 23 Undevelopable Parcels, and Subdivision
Improvement Agreement with Califia, LLC
SUMMARY:

The developer, Califia, LLC (River Islands) proposes approval of the Large Lot Final Map (LLFM) Tract 4205, included as Attachment "C". The LLFM Tract 4205 will create large "blocks" of land consistent with future proposed small lot final maps within the Woodlands East District. The approval of LLFM Tract 4205 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 East District. City Council previously approved LLFM's for Tract 3876 East Village District, Tract 3908 Lakeside East District (Stage 2A), and Tract 4149 West Village 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 4205, by Resolution included as Attachment "A".

BACKGROUND:

On June 14, 2021, the City Council adopted resolutions and ordinances approving the River Islands modified Phase 2 Project. 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 4205, the proposed subdivision, would create 23 undevelopable parcels within the Woodlands East District of River Islands, located on the west side of the San Joaquin River, north of 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
MARCH 25, 2024 CITY COUNCIL SPECIAL MEETING
APPROVE LLFM AND SIA FOR 23 UNDEVELOPABLE PARCELS IN TRACT 4205

WITHIN THE WOODLANDS EAST DISTRICT OF RIVER ISLANDS
The approval of Tract 4205 includes an SIA for the guarantee of the unfinished portions of Branton Avenue, River Islands Parkway, Seaton Avenue, and Stornoway Avenue, as detailed in Table 1 below. The SIA associated with Tract 4205 is focused on the guarantee of this portion of the collector and arterial roads.

Table 1 - Bond Details
Unfinished Improvement Total: $10,667,200
Performance Bond (110% of Unfinished Improvements) $11,733,920 Bond No. 0844444
Labor & Materials Bond (50% of Performance Bond) $5,866,960 Bond No. 0844444
As a precondition to record Tract 4205, 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 East 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

2. 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
Completed
Street Improvement Plans
Completed

6. Geotechnical Report

7. Submitted Certificate of Insurance Completed
Submitted Preliminary Guarantee of Title Completed

9. Escrow Instructions Completed
CITY MANAGER'S REPORT PAGE 3
MARCH 25, 2024 CITY COUNCIL SPECIAL MEETING
APPROVE LLFM AND SIA FOR 23 UNDEVELOPABLE PARCELS IN TRACT 4205

WITHIN THE WOODLANDS EAST 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 East 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 Approving a Large Lot Final Map for Tract 4205 within Woodlands East District, Totaling 23 Undevelopable Parcels, and a Subdivision Improvement Agreement with River Islands
B. Tract 4205 Area Map
C. Large Lot Final Map - Tract 4205
D. Subdivision Improvement Agreement - Tract 4205
E. Escrow Instructions for Large Lot - Tract 4205
CITY MANAGER'S REPORT PAGE 4
MARCH 25, 2024 CITY COUNCIL SPECIAL MEETING
APPROVE LLFM AND SIA FOR 23 UNDEVELOPABLE PARCELS IN TRACT 4205

WITHIN THE WOODLANDS EAST DISTRICT OF RIVER ISLANDS
APPROVALS:
3/14/24
Bellal Nabizadah Date
Assistant Engineer
3/18/2024
Date
City Engineer
3/18/2024
myx
Date
Cari James
Finance Director

3.14 • 2024
Michael King Date
Assistant City Manager

3.14-2024
Salvador Navarrete Date
City Attorney

3.19.24 Stepnen 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 4205 WITHIN
WOODLANDS EAST DISTRICT, TOTALING 23 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 4205, the proposed subdivision, would create 23 non- buildable parcels within the Woodlands East District of River Islands, located on the west side of the San Joaquin River, north of Union Pacific Railroad; and WHEREAS, a Subdivision Improvement Agreement (SIA) between the City and Califia, LLC, (hereinafter referred to as "River Islands") and provision of security by River Islands for unfinished and deferred improvements for portions of Branton Avenue, River Islands Parkway, Seaton Avenue, and Stornoway 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: $10,667,200
Performance Bond (110% of Unfinished Improvements) $11,733,920 Bond No. 0844444
Labor & Materials Bond (50% of Performance Bond) $5,866,960 Bond No. 0844444
i and
WHEREAS, as a precondition to record the Large Lot Final Map 4205, River Islands must satisfy the Escrow Instructions by depositing necessary sums to guarantee the payment of all fees and providing required documents; and WHEREAS, upon acceptance of all improvements, a one-year warranty bond will be required to secure the River Islands obligation to maintain all improvements and repair or correct any defective work; and
WHEREAS, large lot final map 4205 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 4205 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 4205 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 requirements prior to recordation of the Final Map for Tract 4205.

NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lathrop approves and accepts the following actions:

1. Approvet companie This resus, an aced to te Mar on it state San Joaquin County Assessor/Recorder/County Clerk Office once the terms and conditions of the escrow instructions are met.

2. Approve a Subdivision Improvement Agreement with Califia, LLC in substantially the form as attached to the March 25, 2024 staff report that accompanied this resolution and authorize the City Manager to execute.

PASSED AND ADOPTED by the City Council of the City of Lathrop this 25th day of March 2024, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Sonny Dhaliwal, Mayor
ATTEST: APPROVED AS TO FORM:

Teresa Vargas, City Clerk Salvador Navarrete, City Attorney TRACT 4205

BEATON AVENUE
VILLAGE 6 BOUNDARY
PARCEL 16
VILLAGE 5 OLD RIVER
PARCEL 17 PARCEL 2 PARCEL 31
SCHOOL: PARCEL 16 (PARKS
PARCEL 4
(LAKE)
VILLAGE 4
PARCEL 21- PARCEL 1
VILLAGE 19 VILLAGE 22]
SEATON AVENUE - PARCEL 15 PARCEL 6 PARCEL 20

COMMUNITY
VILLAGE 23 PARK)

PARCEL S
VILLAGE 18 PARCEL 7

OLD RIVER PARCEL TA (LAKE)

WOODLANDS WEST) RIVER ISLANDS

KIK SCHOOL

PARCEL S
PARCEL 13
(LAKE)
VILLAGE 21 VILLAGE 3
VILLAGE 20 VILLAGE 27 MIAGE S
PARCEL 10
VILLAGE 28
VILLAGE 26
PARCEL 19
(FUTURE PARADISE CUT VILLAGE 25 VILLAGE 44

VILLAGE DISTRICT)
TRACT 4205- 1KE 24
VILLAGE 40

BOUNDARY

DESIGNATED

REMAINDER

FUTURE I AKE
VRLAGE 30

DISTRICT
VILLAGE 31
VILLAGE 32
ATTACHMENT "B"
TRACT 4205

WOODLANDS EAST

VICINITY MAP
FEBRUARY 2024
OWNER'S STATEMENT TRACT 4205

PROJECT
RIVER ISLANDS - PHASE 2 SITE

WOODLANDS EAST LARGE LOT FINAL MAP
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBUC PURPOSES:
(27 PRY OF LAPARO SAN DAIN COUNT, CAUFOR MAP 52),
MARCH 2024
• DELL

ENGINEERING

CONSIRUCRONED DOES HEREBY RESERVE THE DESCHATO REMANDER AS SHONAN ON THIS MAP FOR FUTURE

CITY CLERK'S STATEMENT
CANER: CAUFIA, LLC. A CALIFOANIA UNITED LABILITY COMPANY

VICINITY MAP

NOT TO SCALE

TRUSTEE'S STATEMENT
ND REPUBUC TITLE COMPANY, AS TRUSTEE, UNDER THE DEED OF TRUST RECORDED AUGUST 29. 2003. SECRETARY OF THE PLANNING COMMISSION'S STATEMENT IS DOCUMENT SUPER 2003-197483, AND AMENDED IN DOCUMENT RECORDED FEBRUARY 4 2014. AS HANE BEEN APE VED ON THE COS SINCE CE THE AND FRED IN MY COME MAP, FE APICABLE. AND AP OCED BY SHE GI CO IT A RESUTO NO I CUENOED BY THE PLAING COMMSSON VUMBER 2017-150771, ANO FURTHER AMENDED IN DOCUMENT RECORDED APRE DATED THIS_ _ DAY OF , 2024.

SIMPER 2020-046005 AND FURTHER AMENDED IN DOCUMENT RECORDED NOVEWBER 23, 2022, AS JOCUNENT NUMBER 2022-132340 THE DEED OF TRUST RECORDED APRIL 16, 2020, AS DOCUNENT

TERESA VARGAS

ITY CLERK AND CLERK OF THE CITY COUNCIL OF THE CITY OF LATHROP, COUNTY OF SAN JOAQUIN, STATE GITA DE LAGRAP, CAMUNITY OEVECPMENT RECTOR

OF CALFORNIA
S DOCUMENT NUNEER 2022-132038 OFFICIAL RECORDS CE SAN JOACUIN COUNTY.

CITY ENGINEER'S STATEMENT

ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE)

ACKNOWLEDGEMENT CERTIFICATE (OWNER)
..DAY OF

AND R TAL
C 92823

STA BIGNER OF THE GIP OF LATHROP, CALFORISA

AUTHORIED CAPACITORS), AND THAT BY AS ETHER SIGNATURES ON THE INSTRUMENT THE ENSI OR THE ENTITY UPON BEHALF OF W-ICH THE PERSONS) ACTED, EXECUTED THE INSTRUMENT.

PARAGRA IS TRUE AND CO RECURY UNDER TE LANS OF HE STATE OF CAFOREA THAT ME FORECING

PARAGRA IS TRUE AN CO PEARY UNDER THE LANS OF THE STATE OF CAUCRA THAT THE FOREGONG RECORDER'S STATEMENT MITRESS MY HAND:

IN BOOKS OR MAPS AND PLATS, AT PAGE - 2024, AT HE REQUEST OF OLD REPUBLIC TRE COUPANY.

WETNESS MY HAND:

SCHATURE: SOME CAN OF ARE FEE: $
"C
MY CONMISSION NUMBER: ATTACHMENT
AY CONMSSION EXPIRES:

ASSISTANT/DEPUTY RECORDER
e0
SHEET 1 OF 15
TRACT 4205
RIVER ISLANDS - PHASE 2 EASEMENTS

CITY SURVEYOR'S STATEMENT WOODLANDS EAST LARGE LOT FINAL MAP I BE ROADWAY CASEMENT IN FAVOR OF SAN AUN COUNTY PER 199 CR 422 * SO MOE PORE POLE INE EASTMENT PER ON 2017-101819.
• ARE POLE UNE EASEVENT PER 283 OR 249 (APPROX LOCATOR- NO MON OMENO DATED THIS _ DAY CF , 2024. 1 SO WOE INTERN PUBLIC ACCESS EASTMENT TO GRY OF LATHROP PER CN 2022-105C00 MARCH 2024 I PRO METRY: POL EASONS TO TA CITY OF
ACTING GI SURVIVOR PILS SOTT O'DELL • SNOO LEVEE ANO FLOOD CONTROL CASEMENT PER 1994 OR SES ENGINEERING • SSDO LIVE AND FOOD CONTROL, LAMENT PER 2157 OR 352 • SSDO LEVE AND ODD CONTROY EASOMENT PER 2134 OR 184
• SSDO LEVEE AND F.O00 CONTROL CASEMENT PER 2194 OR 169 REFERENCES 1 SSIDO LEVEE AND FLOOD CONTECE EASEMENT PER 2525 OR 587 (R) TRACT GO I WAS AND FA, ST S SIR NO RUS AR, FRED OSCENSER S M1 SOO LEVE AND LOCO CONTROL LASEMENT PER 2720 OR 44) SURVEYOR'S STATEMENT (R2) PARCEL MAP LED DECEMBER S. 2024, N BOOK 27 OF PAROL MAPS, PAGE B1, SUCR. (27-PM-81) 12 LENE CASENT N FAVOR OF PECUATON DISTRICT 2062 PER ON 2805 OR 132 SO CAN AND OF RELATON STRT 2062 PER CA

SIGNATURE OMISSIONS
PEAN AS A TEACH SEASON A ACT. RE SONARES OF ME
1 FORUC UNITY CASEVNI (RUE) OVER PAROIL 5 OF TRACT 4149 PER ON 2023-CKSSP1 DATED THIS DAY OF 2024.

ONAL LAND
TABLES ARE FOR SHEET 3 ONLY
DYLAN CRAMFORD. P.LS NO 7788

INS TARA LINE TABLE LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE

DIRECTION DIRECTION LENCTH DIRECTION DIRECTON LENGTH CURVE RADIUS CELTA INGTH N737350 10494 N5'30'51'E 295.00 54805'52 73.10' N421'57E 57.60* 787.00 1724'05* 239.02 31'35'27 431.72 102.08 5 94.73 $22.10 N13500°€ 56.20 913.00 3852'05 65.00 6725'04* 77.66' N57:39'07 # 401.96' N7S30'51*E | 240.78 15.92 NO'44'S6*E 199,49 787.00 32'43'58 449.61 34.00 61'20'58* 36.41* N73'50'07 373.74 N82'29'09°W: 152.55' 4900000 547.96' N897504 6061* 100.00 5570'35 96 30' 100.00 22'44'09" 39 68 N7350'07 w 421.94' N55'29 09 449.76' 56524'55°€ 461.31* N16'46'10°€ 16'4342* 58.39' 89 MY 81709* N56 29'07 H 294.56* 181223 218.48 N24'35'05'E 480.93 N53:0913 W 72.39 512.15 300703 269.21 440.00 333853 | 258.401 NS'30'S3'E 274,76 5 N82 50'51*5 649.85 N480051 126.00 NS54543 ₩ 900.95 75.85 905535120,37 N50'30'53'E 111,08 N7929/09°W 226.88 N480717E 644.07 N16 4510°E 126.00 1010.56| 230505 406.56 N62'30'53€ 109.88' N59'29'09'w| 286.10' NO 52'01*€ 44.06 287350% 4245 597.72 2149'54*| 227.75 N42'30'53E 298.06* 642909 265.89 N46 2315°W N16:4610° 934.44 150.00 3.535'00* 87.92' N11 30'53'€ 223.17 46329(09 177.06 N475411E 132.69 85.05 50.00 81'48'45 85.67 N1679'07* 336.35 N357909 583.96 N4916'08'E 317.32 N3335'06"W 47.55* 50.00 5474'18* | 142.00' = 350.65 512909 348.32 HAS 3142°€ 299.09' 2521'22 W 316.75 1463.00 101745 | 262.88 L14 79.61* 4862909° 297.50 N721703°W 16397 N6554 40°E 12.76 C14 5080 00 059'23 87.74 N1557 5J*E 124.76* 207.10° N$722'27*w 89.68* 8205151m 100.27 417.65 5150'19* | 377.88' N12-3051 185 68* 88259 51'5 243,10' N8456'56*N 60.05 N4345'52°C 89.07 143.40 3559'35 | 90.08' TRACT 4205 AREA SUMMARY 43,05 4870458W 167 N472821E 429 58' N223202% 576.41 385.33 | 40'38'38* | 273,34 PARCELS 1-23 1088.270 ACt N4'30'51°€ 28,14 $31 46'20*W 2405'38 49.32 N337002 58403 148.60 | 5505'26* 142.88 STREET DEDCATONS 81.247 ACt L19 N5130'S1E 71.52 $272121w 124.44 NS4:445° 663.99' 887.00 1051'08* 168.00 TOTAL 1128.517 ACt N38:3051 211.47 52256227 77.31 L70 N5837 21.64 350.00 6059'27 37257 DESICNATED REMANDER 84.721 ACt 32009* N447841 21.21 30.30 520.00 1013'45 92.84' N110614*E 162.74 73.00 52'38'19 67.07
89'30 511E N5012'03'E N10'26'42°€ 52.01° 87.00 2315'22° 35.31 *NOR DRED E A 2 A RODE A D REPER L CONNER 121402321-19 N'4421E N976'02°€ 1000.00 | 405'06* 71.30 N30'30'51'E N46:4022' N71531°5 57.60
SHEET 2 OF 15
(1*=200) (1°-80)
SHEET 3 OF 15 FRON THIS SHEET FROM THIS SHEET CENTERINE

DETAIL B EASEVENT LINE

DETAIL D LOT LINE OR RIGHT-OF-WAY LINE
1033.25(1) 10246) BOUNDARY
PARCEL 19 N371541*E(8) UNE, CURVE
1001.51 PUBLIC UNUTY EASEMENT U.E
DOCUMENT NUMBER, INSTRUWENT NUMBER D.N./.N.

31.75-1 LEVEE EASEMENT (D.N. 2018-060093, S.J.C.R.)|

WINTON AVENUE TOTAL
ISLAND RECLAMATION DISTRICT 2062 STAGE 24 BEGIN CURVE TO CENTERUNE INTERSECTION (ec-a NIx) LC1. NS 4620* 1651.0 N5439'07W 4706.20 MONUMENT TO BENNING OF CURVE (u-BC) N885211 MR) MONUMENT TO CENTERLINE INTERSECTION (M-O INTX) N4813:33 WR) PARADISE CUT MONUMENT TO BOUNDARY (k-B)
135-09-1421 MONUMENT TO UGNUMENT
TRICT 22 PARCE TI u.ui
CAMPAY PARKWAY DENOTES REFERENCE (RI) - SEE REFEREND UST ON SHEET 2 NEASURED AND RECORD DATA PER RETURENCE SHOWN 200.00 (R$) (27 PM 81) LEGEND

ALARSTONE LANE PARCEL REMAINDER

DESIGNATED CALIFIA ULC
N233107 136909 N723107V-
N52:3907W 488907. 94.285
S.J.G.R. - 703907% 1239 gr
PARCEL 29 1020.95
2022-109000. 2625 OR 587)
PER D.N.

NTERIM PAE D.N. 2006-147087, SJ.C.R. FASEMENT PARCEL A
%. ROAD • 30° WOE. MESS CASE ENT PARD ACCESS DRAINAGE DISTRICT LEVEE DISE ROAD 10 SACRAMENTO-SAN JOAQUIN
-I STEWART PARCEL 15
2018-060093. S.JCR)_.-- (NO MOTH GIVEN) (263 OR 249)
LEVEE EASEMENT (D.N. PARCEL 23 3 P.G.&E. POLE UNE EASEMENT DISTRICT 2062 STAGE 2A 58 978L N7O30SS'E 197692-
ISLAND RECLAMATION (2625 OR 587) OLD RIVER
EASEMENT PARCEL *8*
ON THIS SHEET 3.9C.0Z.60N DRANAGE DISTRICT LEVEE
SEE DETAIL B 10) SACRAMENTO-SAN JOAQUN
(1'=100)
FROM THIS SHEET (1-200) AND 2022-008747, S.J.C.R.

DETAIL C FROM THIS SHEET AMENDED BY 2006-119381 EASEMENT (2157 OR 562) DETAIL A N. 2005-225700. AND DRAINAGE DISTRICT LEVEE
SACRAMENTO-SAN JOAQUN 27.00
N56'21'07 (R) NO6 51'53'E(8) SIR EAT ROP PER N2830'53°€ N N543817 WRI 3.95,02.60% 58 97L 821.32
1755.37(u-M) 809114° EASEMENT (2194 OR 154)
13216KN 127 PH 81:

REMAINDER DRAINAGE DISTRICT LEVEF
IS PARCEL 4 (RI) CAMBAY PARKWAY LANE ® SACRAMENTO - SAN JOAQUIN

BRUARSTONE DESIGNATED
PARCEL5 -L57(R) 705.25-
119-
SEE THIS SHET N8230 51°3
(2194 OR 168)
SHE THIS SHET EASEMENT PARCEL "*'

PARKWAY DRAINAGE DISTRICT LEVEE
RIVER ISLANDS N230741M8) N16 4610€ (R1) • SACRAMENTO-SAN JOAQUIN BASIS S PARCEL 5® SCALE: 1° - 750°
CALLERTON AVENUET (R1) 575 750°
185 1042-59 (м-м) PARCEL 22 (R1)
PARCEL 6- 1' ME ARCE
EXISTING BOUNDARY SHEET N814909 WI 01-135 9422:09

ENGINEERING

OLD RIVER
O DELL N2840'24 W8)
MARCH 2024
CITY OF LATHROP, SAN JOAQUIN COUNTY. CALIFORNIA
(27 PM 81) AND PARCELS S AND 6 OF TRACT 4149 (44 M&P 52), SEE SHEETS 5-14 FOR EASEMENT DIMENSIONS NOT OTHERWISE SHOWN

SHON HEREON ARE GRUNO DISTANCES
WOODLANDS EAST LARGE LOT FINAL MAP • FOUND MONUWENT PER (RI) RIVER ISLANDS - PHASE 2 • FOUND 3/8 :9ON PIPE WITH PLASTIC PLUC "PLS 7788" PER (R1) 2 BE SET 2 FOR USE AND CURVE TARLES

MONUMENTATION NOTES NOTES BASIS OF BEARINGS
TRACT 4205
TRACT 4205
RIVER ISLANDS - PHASE 2

WOODLANDS EAST LARGE LOT FINAL MAP
MARCH 2024
PARCEL 3 O'DELL
PARCEL
PARCEL 18 ENGineERiNG
PARCEL 2
PARCEL 1 PARCEL 22
PARCEL 18 PARCEL PARCEL PARCEL 4
PARCEL 20
PARCEL 21 PARCEL 6
PARCEL 5
LACE 4
(10)
PARCEL 15 WINTON AVENUE PARCEL 3
(01)
PARCEL 7
PARCEL:
#PARCEL 14 375 1500
L PARCEL 8 SORE: 1 = 750
PARCEL 1 PARCEL 10 PARCEL 9
12 PARCEL 9
PARCEL
PARCEL (91)
PARCEL 18
PARCEL 7

TERES IRIT
PARCEL 11 PARCEL 19 PARCEL 23
190
PARCEL 15
PARCEL. 21 IR:)

DESIGNATED
PARCEL 29 REMAINDER
PARCEL 223
PARTIL 30
CAMBAY PARKWAY ПРАСТ 22
PACT T 135-85-142)
PARCEL 2 PARCEL 3 CALYA ULC
LEGEND IN. 01046177
PARADISE CUT PARCEL 28

LOT UNE OR RIGHT-OF-WAY UNE
- EASEMENT LNE

SHEET LIMIT LINE

SHEET NUMBER
SHEET 4 oF 15

PARCEL VICINITY MAP
PARKWAY RIVER ISLANDS PARCEL 22 TRACT 4205
RIVER ISLANDS - PHASE 2
250 63 (4-4)) WOODLANDS EAST LARGE LOT FINAL MAP
245.70 (N-8)

4.93(B-M)
200244 N73074*M8)_
MARCH 2024
O'DELL

DETAIL F

FROU THS SHEET ENGINEERING
(NO SCALE)
PARCEL 20 0911 NOTES
N$528'09*%
177.06 N4855'20°w
145 32
R-JsÖ00 y.
1-53'39 00- 100° 200°
(-329.77
R=310.00 SCHLE: 1° - 200°
N352903 N 683.94 N28'40 24 WR),
N8790D'E -8.95 (€) (nE) 0058/"H
05 00%E) LEVEE EASEMENT 22503600
86 VOF 3,01L82N L49(R)-/ PER 2720 OR 493, S.J.C.R..
*N40101 :1-- N06-0826 W(B) BENEL
T-+ NaS13 00°% N81:49 08 W 841.12 -N76'33'10*W 172.00(EX1) N8129:09 N 612.48 N1079'17 W(R) 56 20E*1
NS129:08W 348.3Z 113
N40:35'02°* N3529 00 297.50 31.57(E)-21.25- 243.101
N697930%-+ 100.00 (E) / 166.69(T) N5358:40 % 306 00 N25931 257.26 (6) .N2920) PARCEL 18 8=9'03'28*
N83 40'30°* | 103.00(E) N8922E 39355() PARCEL 3 ISAR)- 312.00° 264.34(T) L=123.78 N804510 W 1 351.34 R=$30.00 BY ISS 3.02.99.ICN
1=01556'29" —- 5.361 ACRES + E 155- Ro386.00 455.335 ACRES + N873510W 10€.00 (E)" PARCEL 22 3.02.S7.IEN
L=147,46 C12 Gearane (=717.39 (1) N24'32 55 *E(R) 369.70* *R=2000.00 PARCEL 2 N4820'58 E(R), L=427.85 4-24'5502" N821722 4-00517485 3.133 ACRES +

3.50 A- 15°5017 L=184.88'

30.236 ACRES + NS524'55*W 448.48 24350E 437Y0'35°E(R)
136.75 (=289.77
( P.UE. OVER ENTRE PARCEL!

SEE DETAI E
ON SHEET B ase -
N6524'35 W 829.72 N21 46'28*E(R) RBS0.00 5e150732 T=1678.66- Re716.00 A-452532 1-587.685 * S 705 2308 4
PARCEL 4 N001939)
1 MXE VE

14.395 ACRES + PARCEL 1 ((831,0.000 MYSTER) MAIER) L178 1179

25.910 ACRES ‡ BE688-7 ,24.-98.19-8
PARCEL 16| *.58 LIK 350,SC.2N ¿P.UE. OVER ENTIRE PARCEL) SONY
N754506 'V 510.00 121/22123128125,28, N693547 M 35000
-C16
N6524'S5 W 360.00 .00°01 3.SO.SC.+2N PARCEL 20 N$43817WR) PARCEL 2 N$62107 M9)

22.524 ACRES ‡
C7-
EXSTNS PUE OVER ENTRE PARCEL PER CN 223(N5691) - 1538'53 L-259.40° N754604% 482.59 -N6524'55'W 74.004
- 158 390.00
N754606'w 478.50 BRANTON AVENUE N900000 (8) 52210
4=1021'03* (=37004] N652455*% 1026.57(1) 636.57
R-2043.00° 252.57 N652455 W 1496.14(-4)"
PARCEL 5 -N69'35'06°E 35.35'
N65-2435 W 1026.57 ,zs) N9000200 N 54.96
335,31
PARCEL 5 N20-24'55*w 42.45- N65-2755° 461.3r(1) PARCEL 4 1,55 LM10 TRACT 4149 (R1)
SEE SHEET 6 SCVN1O SHEET 5 OF 15

MONUMENTATION NOTES
SEE SHEET 5 ® SET STANDARD GITY OF LATHROP MCMINENT MEL STAMPED "S 788" TRACT 4205 • SET 3/4 IRON PIPE WITH PLASTIC PLUG "PLS 7788*
N7546'00% 48259 PARCEL 2 A SET 2-1/2° BRASS DISK STAMPED "PLS 7788° RIVER ISLANDS - PHASE 2 0-1021'08*1=388.85 • FOUND MONUMENT IN HELL PER (RI) & (R2) WOODLANDS EAST LARGE LOT FINAL MAP 514.50(M-M) N75 46 06N 125585(0
[R=2152.00
0754694 478.55
PARCEL 15

7.40338535M 25257 MARCH 2024
- N69'36'05°E 35.36 1.17 BRASS DISK STAMPED "PLS 7789*
-NSS21'55'₩ 74.00 O'DELL
13745517525T N20-24'55 ₩ 35.36 ENGINEERING
PARCEL 6 SEE SHEET 5

12.925 ACRES + N202455*w
35 35* BRANTON AVENUE
(PU.E. OVER ENTIRE PARCEL)
PARCEL 1
N754606N 37561 8L SO 3.505.7 NE23149-7/4-) 152/56 102857(77 N
N6S'3505'E 865255% 1026.57
1191,100,189, 40,187, 1B, AS 134, 35.55
N69310557
-18.7655* 1.2s
PARCEL 5
A-2448'56* L-383.30 22.030 ACRES * 150°
R-885.00* 1259505° [PULE. OVERENTIRE PARCEL) SCALE: 1" - 150'

12.43 (203(1)*
4505709M(8)
tsar
N6524SS* 17000 N8S2195 S6 09Y
PARCEL 9 PARCEL 7 S2TT 3.50,SCYN (1-10, 8L SIS (L).L SSL 3.50.9C.+2N 5609% NOTES

26.968 ACRES + 1243505°
10000
L10, ~176 I SE BE FREE ARE TA STERNES AND LEGEND.

PARCEL VICINITY MAP
R= 518.50
-8=00919'17
PARCEL a La BA 35'
- 15366
N80517Z 860 00 607.g,
165,166,
SEE SHEET 7 (833(6229N 11801 44859 0059-02
105712 NOSIN'E 82192
N1305'58 #(R) Nore 821020- 59

RIVER ISLANDS PARKWAY
46512507,8557259 0051648. NOSITE 82.92
* TRACT 9F49 RID
SEE SHEET 13 SHEET 6 OF 15
-L107 FL106 -L10s PARCEL 7 SEE SHEET, 6
R=885.00' 3-2912'14° TRACT 4205
L-151.09'(T)
RIVER ISLANDS - PHASE 2
TTO PARCEL 5 WOODLANDS EAST LARGE LOT FINAL MAP
„N.2L.B200 L108- 3.00 (6)r61 A RON OF RE DESIGNATE REMAND A OF A MS 23002 20058-2 152501262
SEN
N2923 21'E(A) Ra 142000' 8=322003° L-80136
PARCEL C25 N6900'21°€ 24.24 - (E21) MARCH 2024
N5229'35 ER)/
N4317'52°€ 18.24 — L C19 ODELL
1=130 4=75710 N614324 (R) M39558()
N4326'10'E 116.02 122.40 ENGINEERING
171.02 (M-M) 14652527
5994577

KUTCHER STREEL C
N432610°E 400.70(T) PARCEL 8

7.793 ACRES ‡ .61.1.5,+8
- 111* 116- 10058-5
168.31 5-08229 200 N32303 SCALE: 1ª = 100
R=337.68
- 8=011*58'46" PARCEL VICINITY MAP
PARCEL 14 R 94925 L-1881
R= 12.00 N390112 MR)
N66 2515W 505.65 2.820189700
N302128°(R)
N4326'0°€ 2341.M1(7)
N432610 E 827.01 _1015.65 (NT-M) N4326'10'E 84291
9P 959 3AI08N RIVER ISLANDS PARKWAY
PARCEL 13
PARCEL 9

23.366 ACRES + PARCEL 19
LS33S (RULE. OVER ENTIRE PARCEL) NATE TSSE74(T071 E1554,7E - - MONUMENTATION NOTES © SET STANDARD CITY OF LATHROP WONUMENT WELL STAMPED *PLS 7788* • SET 3/4" IRON PIPE MTH PLASTIC PLUG "PLS 7788"
A SET 2-1/2° BRASS DISK STAMPED *PLS 7788"
• FOUND MONUMENT IN WELL PER (R1) & (R2)
• FOUND 3/4 IRCH PIPE WITH PLASTIC PLUG *PLS 7788* PER (R1) * (R2) 1-90925 L-86.22 N89'0759°w 1.17* BRASS DISK STAMPED PLS 7788* PER (R2)

44.06'
N452515'W 913.76
STORNOWAY AVENUE .59 3.10,25.00N .90 +
N462515 ₩ 1091.52(1) NOTES
1055.62 (N-M)
1 154464-1) 810.05 (U-N)
® SEE SHEET 8 SHEET 7 OF 15

MONUMENTATION NOTES
ST SANACH OPE DE APLACE ULUCENT TE STANZO PLS 788 TRACT 4205 PARCEL 13 4-и) RIVER ISLANDS - PHASE 2
A SET 2-1/2° BRASS DISK STAMPED *PLS 7788" WOODLANDS EAST LARGE LOT FINAL MAP • FOUND MONUMENT IN MELL PER (RI) & (R2) 38.00'
• FOUNO 3/4° IRON PIPE WITH PLASTIC PLUC "PLS 7788* PER (R1) & (R2)| PORTON OFFRE DESIGNAED REMANIER OF PARCE MAS 23-02 X FOUND 1.00° MINESS CORNER (W.C.) IN SIDEWALK ON ALONG. PROPERTY SEE SHEET UNE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE. (27 PAR OF ATROP SAGUI CANT, CALIS MAP 52).

1.17* BRASS DISX STAMPED "PLS 7783* PER (RZ) PARCEL 9
* JE PROCTION, ARAL BEARN OR PERPENT ALT RETEN La-001035 STORNOWAY AVENUE MARCH 2024

1.17° BRASS DISK STAMPEO PIS 7788" (=86.56
•'DELL

ENGINEERING
PARCE 12

35.36'
N75 4e01 01 1100(7)
1001-557 14632610€
1230.0 110
-124 PARCEL 10

14.652 ACRES +
3626 301825N (P.UE. OVER ENTIRE PARCEL)
NOO 52'01'€

44.06'7

44.06°
7SIT N463350N 90868° 300°
WAS 34408N- _ N89'0759°x SCALE: 1° = 150'

44.05 PARCEL. 18 NOTES
0134-7.200.848.009048
N14°1356'E 410.0010 N787412 M(R) PARCEL 11 38'12I 31120874 PARCEL 19 SEL SIET IS FOR UNE E GURNE TARESD LEGEND 15892 14.682 ACRES * RIVER ISLANDS PARKWAY
( P.UE. OVER ENTIRE PARCEL )
(1) 682191 3,95.2+N N312720 M(8) N780417W(R) N301116 MIR) N1952'06 (R) C29-
N812720°M9)

PARCEL VICINITY MAP
00'92 (4)8448+7
44190 3057102WR
SEF DETAIL. G.

ON THIS SHEET
NOS1547 M(R)
S9IT PARCEL 18
DETAIL E NB6T1S8 6800.

FROM SHET S
(1"=80")
(1*=50)
SHEET 8 OF 15

PARCEL VICINITY MAP
MONUMENTATION NOTES NOTES TRACT 4205
• SET / MAN GP OF A PLACE URUGERS L STANED PAS 788" RIVER ISLANDS - PHASE 2 A SET 2-1/2% BRASS DISK STAMPED *PLS 7788" WOODLANDS EAST LARGE LOT FINAL MAP • FOUNO MONUMENT IN MELL PER (RI) & (R2)
• FOUND 3/4 RON PIFE WTH PLASTIC PLUG "PLS 7788" PER (R1) & (R2) MARCH 2024
• DELL

ENGINEERING
SEE SHEET 14
PARCEL 18
N6717:34 W(R) R=105000' 8=425'22 1-77469
41397
Sin 11594140
L136- 030 N435319M9
N731003 W(R) 250115(8)
15535000
N1908'42 W(R) 205927 (952M0T) SOULS 1° - 150*
N467215% 27848 N461215' 278.20'
11357 PARCEL 14
PARCEL 12

8.256 ACRES + 12.641 ACRES ‡
N85 50'56 E(R) 4 P.UE. OVER ENTIRE PARCEL : (P.U.E. OVER ENTIRE PARCELI SEE SHEET 14 KASSEE(R),
N$306'33 m(8)
1132- .0r32549 0008
PARCEL 1a PARCEl. 15
4130- 058807 9453-9 09695
2-6800 -8580 1-0308
PARCEL 13
N60 30'58°E(R) 17.132 ACRES +
1129-
4128
L127- 0=111'55'24* (=205.11"
NS43525 F(R)/ [R=105.00
N4700'05'E(8) N777829(8) NO92352°E(R) N4074'12'E(R) PARCEL 21 NAS00°05 E(R) R-54.00' a-355742 Lm52.74- -R-54.00' 4-555742" L-52.74' 1126- N41321658)443
$85.85. 582. N432610E 327.0181) 264.87 1711771147
N328101 10-6M) SEATONAVENUE 35T
® 1702(4-4) +
ot Ro$15.00 N4326'10°E 397,36 N4326'10 € 518.83 8-090 05300 R=55.00 N4.326'10'E 842.91 A-03Г3027" - NO1 33'50°W 35.36' - 4089-495 KUTCHER-
Lx448.18' [NA3 NA32510°€ L-86.56' L= 85.22 STREET

70.00' PARCEL 7
PARCEL 10 PARCEl. 9 SEE SHEET 6
PARCEL 11
PARCEL 3
SEE SHEET 8 SEE SHEET 7
SHEET 9 OF 15
NOTES TRACT 4205
SEE SHEET 11 RIVER ISLANDS - PHASE 2

WOODLANDS EAST LARGE LOT FINAL MAP
108Vd PARCEL 17
MARCH 2024
PARCEL 16 O'DELL
8=54506* (4139.53'(8-M)

ENGINEERING
NO# W 104.09(1)- 52.04 4- 52°
NOS 4535 W(R) R=2098.00 4-152556 1-56.08 s2/3 -©-BRANTON AVENUE.

R=37.00'8-39:34"01* L- 25.55 PARCEl. 2
N5709'33 W 49.41'- NE255'08'E(R) N7546'04*% 645.27(0) - _ 4754506 125506(1) R-35.00
3-5006'41" L-30.59' 596.27
60,00
52°
15 1SC
SCALE: "* = 150°
SEE SHEET 11 PARCEL 15 70239(0-4 o7
PARCEL 6 MONUMENTATION NOTES
PARCEL 18 26,339 ACRES + NI41356'E 1417.39(7)*
(P.L.E. OVER ENTIRE PARCEL)
SET 3/4 IRON PIPE WITH PLASTIC PLUG "PLS 7788*
N141356'E 66342
SET 2-1/2° BRASS DISK STAMPED PIS 7788*
N1475'56'°E 501.77
FOUND MONUMENT N WELL PER (Rt) * (R2)
PARCEL 21 • FOUND 3/4° IRON PIPE MITH PLASTIC PLUG "PLS 7788" PER (RI) & (R2)

2.144 ACRES + SEATON AVENUE X FOUND 1.00' MITNESS CORNER (MC.) N SDEWALK ON ALCHG, PROPERTY LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLNE. 17 BRASS NISK STAUPEN *S 7788* PER (R]Y
SEE SHEET 6 * SET 1.00' WITNESS CORNER (W.C.) IN SDEWALK ON ALONG, PROPERTY L.S%E BRASS DIS SAME PES T9R PERPCNOICAIAR TO CENTERLE, PARCEL. 7 PARCEL VICINITY MAP
390505 Noes444 W(B)
N$32610°E
160.367
PARCEL 14
43706'54C(8) NA07612(8) 1186.65 (1).

PARCEL a
SEE SHEET 9 SEE SHEET 7
SHEET 10 OF 15
MONUMENTATION NOTES TRACT 4205
© SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" N9229 09*% RIVER ISLANDS - PHASE 2 • SET 3/4 IRON PIPE WITH PLASTO PLUG "PLS 7788" N4330'51€ 453051°5 152,551 A SET 2-1/2° BRASS DISK STAMPED *FLS 7788* 94.73 WOODLANDS EAST LARGE LOT FINAL MAP 115' HEE PARCEL AND
• FOUND MONUWENT IN MELL PER (R1) & (R2) 753310w* LEVEE EASEMENT • FOUND 3/4° IRON PFE WTH PLASTIC PLUG *PLS 7788* PER (RI) & (R2) 219.50(E) PER 2836 OR 352, S.J.C.R.

4.00250 • 9267 46062598

95. ^N1g:4240°€ 148.75(E) (3)9V I85
1,17 BRASS DISK STAMPED "PLS 7788" PER (R2) Na12203'* N8250'S1'E 61985 218, 48 MARCH 2024
L N26 04 10*€ 7028(E) N070500 07987 K.00,6285N • DELL
250.32 (E) N51340% Si4.60(E)"
226. 71(6)

ENGINEERING
PRETOR A SACR 265.76 49:3010
N80720°E 97.00 (E)
_NO43240* 50969192889 07 5
- N2210'50'€ 62.91 (E) 60.00
TN332550'E 10452(E)
N893051'E 391.45
N3109'00
- N503120'E 116.30 (C) 134.00 (E)
-N58'22'40'E 57.2T(€) -9-500.00' 3- 3620'30° (=334.59
775120°€ 6653(8)
N89 Dr'30'€ 69.39(E)
N16'12'50'E 43 51(E)
N230J4C°W 102.38'(E)
17875087 063145 Ke) N6923 14E(R)
MAX A CR 180 SACR RE192040° 1=237.18 692930 + - 5
N0279'03'
-N1970'40°W 170,46(E) PARCEL 18 60.21 N397141 €
N5204'52°*_J 35.55 N7706'36 * 676.30 182807.950805-9.0028004 * 0460- 455.335 ACRES I
100° 200 35.36 SHE
N120120 ₩ 11042(E) R=12.00'
SCHE 1* = 200° A=91'20'52*- N8739'22'E 3218°-J
L=19,15
22-8 - NO1 28'50 w 116.04'(E) | N141356°E 273.63 SEE
OY 95L M.ZS.FO.ZON PARCEL 17 SE SHET T L154—

15.020 ACRES ‡
-N214340°C 143,17(E) [P.U.E. OVER ENTIRE PARCEL)
PARCEL 16
N923051 20525 -N433520°E 8417(C) 31.051 ACRES *
- 1575500°€ 9794(6) (PUE. OVER ENTIRE PARCEL)
- N65'44'20°€ 155.76'(E) / R=35.00 A=5036 16* L=30.91- -L152(R) PARCEL 4 PARCEL VICINITY MAP N4531'24 € 35.49'— M017843 8) 6739:254(8 R=37.00 4-39°51'45* L- 25,74'- R=2202.00: 023828° (R), -R=87.00' 8-806"35" L-12.31 8-U57U L:$36.26 -R=113.00' A= B06*35* 1=15,99'
8-543'06* (-139.53'(B-4) -
N042112 ₩ 104.09 (1)- N7546'08 587.10 / PARCEL 2
BRANTON ANE 12.06
SEE SHEET 14
PARCEL 15
NOTES PARCEL 6
SEE SHEET 10
SHEET 11 OF 15
TRACT 4205 NOTES
RIVER ISLANDS - PHASE 2 N223202 N 57641; PARCEL F
WOODLANDS EAST LARGE LOT FINAL MAP TRACT 4172
SEE DETAIL G 144-M&P 75)

THIS SHEET

PARCEL F
TRACT 4172
MARCH 2024 (44-M&P 75) M3590028 58403
N205151 * 10027
• DELL 4273202% 57641
ENGINEERING L173→
N371541°5(8)/
N102662°€ 5201
N091602°E 53.24 DESIGNATED REMAINDER
NO71531E] 64.720 ACRES *

57.60 N8954:00 E(R)
1053502-6-20
PARCEL 7 u60'59'27" Lw372.57
EL DERS AS R- 350.00
PARCEL 19 TRACT 4149 (R) 1252122% 31675,

DETAIL G

FROM THIS SHEET
26SY0I 310197.915 (1°=50) 62
14839'07 67390 TRACT 4149 [R1) tV PS6 3.01.97.91N
PARCEL 30 PARCEL 30
TRACT 4149 (R1) BRIARSTONE LANE TRACT 4149(1)
N5309'13 W

72.39 PARCEl. 4
1543807*8114967 1281350 27-PM-81 (R2)

CAMBAY PARKWAY
1942546°C
Ra145300° 'R=143.60' A-55'05'26*:
121017431 PARCEL 1 1=142.887 0513)
L- 262.88' LN263308((8) N35'4543 % 90095 27-PM-81
PARCEL 2
PARCEL VICINITY MAP IRI) 27-PM-81 PARCEL 3
(R2) 27-PM-81
R-5080.00' A-059'23
L-87.74 R=143.40 LR3)59'35
L-90.08" N525236 8)
5530302017 PARCEL 23 IS 20 1921)

23.960 ACRES * R-417.66' 845150°19
(-377.88*
N751705(B)
MONUMENTATION NOTES 331.00
367840(8)
@ SET STANDARD GITY OF LATHROP WONUMENT WELL STAMPED *PLS 7788* • SET 3/6* FON PIPE MITH PLASTIC PLUG *PLS 7788* 150 300° A SET 2-1/2° BRASS DISK STAUPED *PIS 7788* SONE: 1" = 300 • FOUNO MONUMENT IN MELL PER (RI) & (R2)
• FOUND 3/4ª IRON PIPE WITH PLASTIC PLUG "PS 7788" PER (R1) & (R2) LENE EASEMENT AND X FOUND 1.00' WITNESS CORNER (W.C.) IN SEWALK ON ALONG, PROPERTY PER 2836 OR 332, S.J.C.R.

UNE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERINE.

1.17* BRASS DISK STAMPED "PLS 7788* PER (R2)
Y SET 100 MINESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY INE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE. 17* BRASS DISK STAMPED PIS 7798° PARADISE CUT
SHEET 12 OF 15
DETAIL * WINTON AVENUE, TRACT 4205

FROM THIS SHEET
(1*= 20") N5446 45 N 663.99' RIVER ISLANDS - PHASE 2
PARCEL TRACT 4149 (RI) 1 374539(0) WOODLANDS EAST LARGE LOT FINAL MAP -R=100.00 8= 151'13'59" (=263.95
:02.60N PROTON OF THE DISCARD REMANDER OF PA SIT HAS 3-02

44.06 A85000 -N4726'21°€ 429.58 27 PY 81) AND PARCELS 5 AND 6 OF TRACT 4149 (44 M&P 52), NOOS2O1'E CITY OF LATHROP, SAN JOAQUIN COUNTY, CAUFORNIA SEE SHEET 7 -45'20'55°€ 339.53 (E) 58 97-
MARCH 2024
PARCEL PARCEL 5
N085839 H • DELL
PARCEL 8232-9050
N180747 WR) ENGINEERING
TRIVER ISLANDS PARKWAY" +7066 N11'06'14*E 162.74-
PARCEL 10
N491350°E L1462315 TRACT 4149 (R) SONE: 1° = 300 PARCEL VICINITY MAP NOS5S5488ET 4149 (RD) C59

9.45 Г8-00757'48° L= 384.30(T)
NS5'36'12*%
PARCEL B -(78 499. 32'
6=428'41" L- 216.10"
XEE TO T N0014"48 E(R)
A=004 58'271
+ [202 T L-343.15
N321005 E(R) 4) SPRAY FIELD LEASE
SEE SHEET 8 14831 42T. TO CITY OF LATHROP PER
N19:06 27 8(8) D.N. 205-223006-119381
299.09* 12148 WR
2018-095234 AND
N43 4652°€ 1526.67 2022-008747. SJC R
PARCEL 9 N$60541 w
PARCEL 25
L 4950: 317.32 N434652°€ 1207.37 R-315.00 A-01519'27* L=84 25- TRACT 4149(1) +N4754'11*E 132.69'
1867315470915703-4 N0052'01 'E 44.06
1053.62 (k) SEE DETAIL R= 285.00 AV NOSICI
STORNOWAY AVENUE 1N462315W 943 ON THIS SHEET 3-01518'27- N497350 € 126.61 ROAMAY EASEMENT (199 OR 422) N812308°W 1505.89 NB123'08*W 1402.68* (-76.23 1N3N N90791406 PARADISE ROAD 1 70 83 82.27
PARCEL 10 PARCEL 25
NJ33107E 753.86(E)-N1026'42'E 52.01'— TRACT 4149 MONUMENTATION NOTES SEE SHEET 9 8005(1-1 N0916'02"E 53.24 — (R1)
MORISEE • SET S/ AN APE ME PLAS MOLEN EL STAMPED HIS 786° N565049 * 1522.06 _ 57.60
1227- Ra57.00 NO471'57E 57,60 A SET 2-1/2° BRASS CISK STAMPED "PLS 7788" -8-010-10'30* NO1 35'00°E 56.20'-/ • FOUND MONUMENT IN WELL PER (RI) & (R2) (a1012 NO0'44'56"E 199.49°- • FOUND 3/4 RON PIPE WITH PLASTIC PLUG *PLS 7788* PER (RI) & (R2) PARCEL 19
PARCEL 11 _R-913.00 8=105541 272.417 ACRES ‡ * FOR 0 MIN, SAAL BE I OR PERPENOILCAN TO A PERINE (-174.14' 1.17" BRASS DISK STAWPED *PLS 7788" PER (R2)| N3057102 W(R)
-1190
LL189 118
PARCEL 33
113 TRACT 4149 (R1) NOTES
N051542M8L/ N483275* 65176(6)
N634652C T
*47520°E 82428 + N654652E5784 -L.

PARCEL 18
SEE SHEET 14 • CAMBAY PARKWAY
N20:3907n 49884 852 3907% 130520 1 371.35 N842546'°L. SEE SHEET 12 57390740194 N493907N 67390 406.09 PARCEL 23
N54:3g'07W 1149.67

PARADISE CUT
SHEET 13 OF 15
TRACT 4205 SEE SHEET 11 NOTES
RIVER ISLANDS - PHASE 2 A N575600°E 97.94(E)
WOODLANDS EAST LARGE LOT FINAL MAP N823051 10525 < NS546 20°€ 15576(E) N51:3051°E.

A PORTION OF RANCHO EL PESCADERO BEING A SUBOIVISION OF A 71.52 ~1920120°C 15855(C) PORTION OF THE DESIGNATED REMAINDER OF PARCEL MAP 23-02 00126 M.25,50/0N TRACT 4149 (44 MAP 52).

NO4'30'S1'E L-N22:40'20"E 85.62'(E) SEE SHEET 11
MARCH 2024 128,24* -N100150 W 14914(E) |
N3021'30 W 15803(C) PARCEL 15
.60.6ZB0N -N1872'00 ₩ 104.02 (E) | NI905'11°E 36.07
• DELL No:445 (8).
-N1015'20°W 106.70(E) 5162557 L-263.88
ENGINEERING - N75'58'20°€ 26.18(E)
-NO$2820 W 179.55(E) L141
PARCEL VICINITY MAP N12-30'51°€ 185.68'→ PER 158 CR 104, SACR L140L ~ N0527'20'E 94.67(6) PARCEL 14
N15'57'53'E 124.76- 775525w 107.50 (E) 976428)
N4530'5J'E 79.61 - N6973'00°€ 59.28'(E) N250113w(R)
19'3210°€ 68.68 (E) 104286221-74689
R-350.00' g=1432'40"
L=272.11"
12839575
N74'35'50% -N$404'S0'E 98.14 (E)

30.28 (c) PER 2157 OR 362, SACR. N671736 M82 PARCEL 13 PARCEL 9 - NS744'50°€ 92.92(C)
- N$500'00°E 49.50(E)
PARCEL 18
NI: 3057E N731003WR)/
455.335 ACRES + N$8715'52 ×(R),
ND4'29'57'E 286.79'(E) L135-

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569709 549513 62.06 L148 34.35 CURVE TABLE CURVE TABLE
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63.00 L140N70'3938€ 60.36 30F04W 35 26 S1*4421W 43.42 1200 85.67 189,00 23:00:45 75.95 150.00 33*3500 87.92 311,00 :2682759 143,66
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N53 1851W 9287 N76*3042°E] 107.29
SHEET 15 oF 15

ATTACHMENT
"D"

SUBDIVISION IMPROVEMENT AGREEMENT

BETWEEN THE CITY OF LATHROP AND

CALIFIA, LLC,
FOR 23 LARGE LOTS IN TRACT 4205
(WOODLANDS EAST DISTRICT)

RECITALS
This Agreement is made and entered into this 25" day of March 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 4205. However, SUBDIVIDER has completed a portion of public infrastructure improvements associated with Tract 4205 for the collector and arterial streets within the Phase 2 development area. The unfinished portion of improvements total $10,667,200 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 4205 Subdivision Improvement Agreement unless otherwise substituted with other security as outlined in this Agreement.

C. The backbone collector and arterial streets (River Islands Parkway, Branton Avenue, Seaton Avenue, and Stornoway 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 4205. Since not all of the Improvements are completed, security in the form of performance and labor and materials bonds shall be required for Tract 4205.

The performance bonds shall equal 110% of the amount of the unfinished improvements as shown in Exhibit C ($10,667,200 X 110% = $11,733,920 and the labor and materials bond shall equal 50% of the performance bond amount ($11,733,920 X 50% = $5,866,960).

The term "Improvements" as used in this Agreement means all improvements necessary for collector and arterial roads associated with Tract 4205. As a result, the total value of public improvements for Tract 4205, as collector and arterial roads, is $28,270,000 as shown in Exhibit D to this Agreement. The required Warranty Bond for Tract 4205 shall be equal to 10% of the cost of Improvements as shown in Exhibit D; $28,270,000 x 10% = $2,827,000 - 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 4205 Woodlands East 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 4205, 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.

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 West Village District. Such occupancy shall be documented by CITY in the form of a Certificate of Occupancy or Final Building Permit.

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.

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 $2,827,000 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.

Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

7. Because some of the backbone improvements referenced in Recital "C are required to provide access and utilities to the parcels created by the Tract 4205 final map and are associated 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 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, Certificate 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 4205 as included and described in Exhibit C of this Agreement. The amount of security, as evidenced by performance bonds provided by SUBDIVIDER as indicated in Recital C shall be $11,733,920 for the performance bond and $5,866,960 for the labor and materials bond. Further, SUBDIVIDER shall also comply with CITY'S insurance requirements set forth on Exhibit B 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.

Subdivision Improvement Agreement (Califia, LIC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

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 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.

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.

15. 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 Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

the ability to use future special taxes of the CFD for payment of the cost of acquisition of the Improvements which may require that acceptance of improvements by CITY be subject to the provisions of an acquisition agreement to be entered into by 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 CITY to the end of the fiscal year or up to a one (1) year period, whichever is needed to ensure an opportunity for the Improvements to be included in the next fiscal year annual assessment.

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 4023.

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.

Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

Incorporation of Documents. All documents referred to herein and all documents which may, from time to time, be referred to in any duly executed amendment hereto are by such reference incorporated herein and shall be deemed to be part of this Agreement. f. Modification of Agreement. This Agreement shall not be modified or be binding upon the parties unless such modification is agreed to in writing and signed by the parties.

Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement is void or unenforceable, the provisions of this Agreement not so affected shall remain in full force and effect.
h. Successors and Assigns. Except as otherwise expressly provided herein, the provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties.

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. j. 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 4205
EXHIBIT B: CITY INSURANCE REQUIREMENTS
EXHIBIT C: TRACT 4205 ENGINEER'S ESTIMATE FOR UNFINISHED PORTIONS OF

COLLECTOR AND ARTERIAL ROADS
EXHIBIT D: TRACT 4205 ENGINEER'S ESTIMATE FOR COLLECTOR AND ARTERIAL ROADS
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this 25' day of March 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
A 3-14.2024
BY:

Date
City Attorney
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

EXHIBIT A
FINAL MAP - TRACT 4205
OWNER'S STATEMENT TRACT 4205

PROJECT
RIVER ISLANDS - PHASE 2 SITE

WOODLANDS EAST LARGE LOT FINAL MAP
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBUC PURPOSES: ARON OF TRE DESO A ED REMANDE OF PACT MA 2102 (27 PM BY dO PARCE AND I AT CAUSE MA S
AVENUE AS SHOWN ON THIS FINAL VAP. MARCH 2024
O'DELL

CONSIRUCRIONED DOES HEREBY RESERVE THE DESICNATED REMANDER AS SHONA ON TIS MAD FOR TUTURE ENGINEERING CITY CLERK'S STATEMENT =2=
OMER: CALIFIA, LLC. A CALFORNIA LIMITED LABIUTY OCMPANY CALORIA DO RE SATE THAT THE MEN GOO MAR ETED TRACT 420 RISTATE OF

DATE VICINITY MAP

DULY PASSED AND ADOPTED AT

NOT TO SCALE

TRUSTEE'S STATEMENT

SECRETARY OF THE PLANNING COMMISSION'S STATEMENT

AND AROSED BY SHE TOO EL PER RESE ON NO, -AUENDED BY THE PLAYING CHASSION UMBER 2016-160886, AND AS AMENDED IN DOCUMENT RECORDED DECEMBER 26. 2017, AS DOCUMENT DATED THS. - DAY OF

TERESA VARGAS

OR CARONA CLERK AND CLERK OF THE CITY COUNCIL OF THE OY OF LATHROP, COUNTY OF SAN JOAQUN, STATE

CATA SE CARAT, OMUNITY DEVELOWENT ORECTOR
DAY Nº

DATED THIS CITY ENGINEER'S STATEMENT

ACKNOWLEDGEMENT CERTIFICATE (TRUSTEE)

ACKNOWLEDGEMENT CERTIFICATE (OWNER)
— DAY OF 2024. PROFESSON
CAN GE SAN SOARIN Y A NOTARY PUBLIC, PERSONALY AP 202A BEFORE ME. C 92823

GIN ENENER ON FRE CIP OF LATHROP, CHUFORNA
A NOTARY PUBUC, PERSONALIY APE 2024 BEFCRE ME,

WHO PROVED TO

THE WITH ASTRUENT, AND ARM PUCE TO ME A PERSON ISE ANCIS IS ARE SUBSCRED TO OU NE END A UPON BEAL OF WHO TE PERSONS A SO, DECISIO THE NIRINENT NE PERSONS. PARAGRA STRUE AND CORRY UNDER THE LANS OF THE STATE OF CAUFGANA THAT HE CRECONC IARACRAPIS RAN COPERY UNDER THE LANS OF THE STATE OF CALIFORNIA THAT THE FORECONG WITNESS MY HAND: RECORDER'S STATEMENT MISCO MY HAND. * BOOKS — OF MARS ANO PLATS AT PAGE _ 2024 AT ME REGUEST O* CAD REPUBUC TIE COMPANY.

SIGNATURE: FEE: $

NAME (PRNT)
PRINCIPAL DOUNTY OF BUSINESS:

MY COMMISSION NUMBER:

MY COMMISSION EXPIRES:

BY ASSISTANT /DEPUTY RECORDER
SHEET 1 OF 15
TRACT 4205
RIVER ISLANDS - PHASE 2 EASEMENTS

CITY SURVEYOR'S STATEMENT WOODLANDS EAST LARGE LOT FINAL MAP • BE ROACHAY CASHOKE IN FAVOR OF SIN SAIN COUNTY PER 199 CR 422 * 3 WOE PGAC POLE UNG EASOMENT PER ON 2097-101812
DATED THIS — - DAY OF - 2024. (27 PM OF LATHRO, SAY AUE COUNTY, CALFER NAP 32). 3 PGRE POLE LINE ENSEMONT PER 283 OR 249 (APPROX LOCANCRI- NO MOTH GIVEN) • SO WEE NTERM PUBLIC ACOESS EASEMENT 1O OTY OF LATHGO HER ON 2022-108000 MARCH 2024
DARRYL A. ALEXANDER, P.LS. 5071 * OR ARE NO MOE MONTRE, I CANES TO DE GITY OF ACTING CITY SURVEYOR O'DELL • SSDO LEVEE AND FLOOD CONTROL EASEMONT PER 2091 OR S85 ENGINEERING 2 SIDO LIVE AND FLODD CONTRO CASEWINT PER 2157 OR 362 • SUDO LEVE AND FLOCO CORTROL CASEMENT PER 2194 OR 184
REFERENCES • SS:0O LEVEE AND ROSO CONTROL LASEMENT PER 21D4 OR 168 (1O) SOO LEVEE AND LOGO CONTRA CASEMENT PER 2825 OR 387 SURVEYOR'S STATEMENT I SOO LEVEE AND LOCO CONTRA EASEMENT PER 2720 CR 483 2 LEVEE CASENT IN FAVOR OF RECLAMASON CASTCT 2082 PER ON 28E OR 332 N THE REACT CARE TECT RED RA TEST A ARE PRINCES S2E LINT A FAVOR CE PECMMATON ASTRCT 2062 PER IN

SIGNATURE OMISSIONS

PEA TO TES MAN SE I CAUCA RONSON AD ACT, ME SCHATRES OF ME 15 REELC UTILTY EASIENT (P.ME.) OVER PARCEL 5 OF TRACT 4149 PER ON 2023-043501 DAY OF
TABLES ARE FOR SHEET 3 ONLY
OILAN CRAMFORD, PILS NO 7788

UNE TABLE LINE TABLE LINE TABLE CIDE TAP E CURVE TABLE
DIRECTON LENGTH DIRECTICN VES CIN LENCTH DIRECTOR CURVE RACIUS URVE RADUS : DELTA U9t4tEAR Nº 30'51*E 295.00 73,10° 142157E

57.60฿ 787.00 239.02 431.72
N6O28'07'* 102.08* N4330'31*g | 94.73 N9010 00°E 52210° N1'35'00°€ 56.20 913.00 66.00 6725'04 77.66* N5739'07 401.94' 24078 NO 00'00'€ 15.92 NO'44'56'E 199.49' 3243'58 449.61 34.00 61'20'58* 36.41

RECITALS
RICHT TO FAR STATEWENT. N7350'07°M 373,74 N82'29 09*W 152.55* Nº0D0 00°E 547.96 N9915 04w 100.00 5570'35° 96.30° 100.00 2244:00°
421.94 N55 29 09w 449.76' $8524'55E 161 11 200.00 16'43'42° 58.39* 288.00 | 81709• 11.65 N5629'07' 294.56* N81'22'09" 218 181 N24'35'06*E 480.93 550913 72.39' 512.15| 300705*| 269.21 140.00 333855 258.40 Nº'30'53E 274.76* N82 5051E C0 8t N4800'51** | 126.00' N$545'43w| 900.95' 75.85 | 9055'35 120.37 N50'30'53*E 11 98 N79'29'09*W 226.88 N48077° 644.07 N16'4610°E 126.00 1010.56 230303 406.56'
637042* 109.88' NS9'29'09*w 286.10 NO 5201E 44 06° N2813'50°w $2.43 8 597.72 | 214954' 227.75
N42°30'53'E 298.06 265.89 8 N16'4610°€ 934.44 :50.00 33:35'00" | 87.92 NI1 30'53'E 223.17 N63'29'09°w 177.06 N475411€ 132.69* | N743707W 86.05 60.00 91'48'45" 85.67 N16'29'07*W 336.35 N35'29'09 W 683, 94 N4976'08*E 317.32 N33:35'06 W 47.55 150.00 | 547418* | 142.00 N65'30'53°E 35065 N51 29'09*w 348.32 N48'3142°€ 299.09' N2521'22 W 316.75 1463.00| 1017'43 - 262.88' = N45'30'53'E 79.61' N86'29'09 W 297.50 N721703*w 163.97 N6554'40'€ 1276* 5080.00 059'23 87,74 N1557'53€ 124.76* N30738°w 207.10' N6722'27 W 89.68' 205151 M 100.27 417.66 515019* 377.88 N12'30'51E 8568* 59259'91 E N84'56'56 60.05 N4346'52°€ 89.07 143,40 353935 90.08* TRACT 4205 AREA SUMMARY N829'09 43305• N4726'21E 429.58' N22:3202°% 576.41 385.33 273.34 PARCELS 1-23 TO8A270 ACE NES 51°E 128.14 552 48°
42475 10 4 49.32' N3310 02W 584, 03 148.60 | 5505'26* i 142,88 STREET DEDICANOKS 11247 ACt $272121% 124.44 93 001 882.00 1051'08" 168 00 TOTAL 1128.517 AC* N38'3051€ 211.47 $22'56'22 w 77.31 8 350.00 ( 6059'27 372.57 DESICHATED REWANDER 64.721 ACE N329'09** 222.38 21.21 N2708'03*% 30.30* 520.00 107345 92.84 N2029'09*w | 623,72 N1106'14'E 162.74 8 73.00 52*38'197 67.07 1830041* 391.45 NS072'03 E 150.50 N10:26'42°E $2.01°

87.00 2315'22 | 35.31
* 10) 0 ER 2. 22 CRORE BE TO RETIC I OWNER 12402323-18 211.07 N144'20E 43.42 OK 02S 1000.00 40506* 71.30 261.09 N46'40'22*w 7.02 N715'31°E 67 co
SHEET 2 OF 15
BASIS OF BEARINGS TRACT 4205

NOTES MONUMENTATION NOTES
2 SEE SHEET 3 FOR LANE AND CURVE TARES. • FOUND 3/4° IRON PIPE MTH PLASTIC PLUG *PLS 7788* PER (R1) RIVER ISLANDS - PHASE 2 • FOUND MONUMENT PER (R1) WOODLANDS EAST LARGE LOT FINAL MAP A PRIT OF THE DESTINA TO REMANDER OF ARE M 13902
SEE SHEETS 5-14 FOR EASEMENT DIMENSIONS NOT OTHERWISE SHOWN MARCH 2024
OLD RIVER N28:40'24 wR) O'DELL

ENGINEERING
127-

EXISTING BOUNDARY SHEET
PARCEL 6-
PARCEL 22
375 70 (RI)
SCALE: 1 - 750 PARCEL 5B
• SACRAMENTO-SAN JOAQUN (R1) RIVER ISLANDS
DRANAGE DISTRICT LEVEE L52(R) (23074M8) PARKWAY
\SEE DETAIL C L47-
EASEVENT PARCEL "A" ON THIS SHEET
(2194OR168)
N92 30'51r2 SE THIS SHET

10. 10523
-(57(R) PARCEL 5

DESIGNATED SAURSTONE
- SACRAMENTO-SAN JOAQUIN CAMBAY PARKWAY (Rt) I PARCEL 4 DRAINACE DISTRICT LEVEE REMAINDER MS216E8- (R1)
127 M A1:

EASEMENT (2194 OR 164)
N80S114E 821.92 1755.37 (м-м)
N08'58'39 MR) 3.95.02.60%
1283053° SY OF LAD OPER N06 51'53'E(R) NS62107 W(R)

27.00 SACRAVENTO-SAN JOAQUR
1 DRAINAGE DISTRICT LEVEE DETAIL A
EASEMENT (2157 OR 562) AND 252-0247, 5. C. R. AMENDED BY FROM THS SHEET DETAIL C (1*- 200) FROM THIS SHEET
10 SACRAMENTO-SAN JOACUN SEE DETAIL B (1*=100)

DRAINAGE DISTRICT LEVEE ON THIS SHEET
EASEVENT PARCEL "B'
OLD RIVER (2625 OR 587) 98'9481 ISLAND RECLAMATION
DISTRICT 2062 STAGE 2A
• P.G.&E. POLE LINE EASEMENT PETERHIL LEVEE EASEMENT (D.N. (NO MDTH GIVEN) (263 OR 249) (RS) 2018-060093, 5.1CR-
10) SACRAMENTO-SAN JDAQUIN - STEWART
DRAINAGE DISTRICT LEVEE PARADISE ROAD 4 30° WOE. $ ROAD

EASEMENT PARCEL A
ER D.N
2625 OR 587) 2022- 109000. ARCEL 29
1020.95 N70-38'07W 1239 91 S.J.C.R.
794.28 N693907% NS2:3907
N72°31'07 W _N7351'07W ₩ 1389,09

DESIGNATEO

REMAINDER LEO
LEGEND 127 PM 89)
200.00* (RI) MEASURED AND RECORD DATA PER REFERENCE SHOWN (R1) CENOTES REFERENCE (RI) - SEE REFERENCE LIST ON SHEET 2 1g-183 (v-м) MONUMENT TO MONUMENT PLACEL CAMBAY PARKWAY
(M-8) MONUMENT TO BOUNDARY PARADISE CUT PARCEL 2 PARCEL 3 E (M-C. INTX) MONUMENT TO CENTERLINE INTERSECTION L92 N43'13'33 W(R) / N985211 WR) LN. 01046177
(M-BC) MONUMENT TO BEGINNING OF CURVE .N54'38 07w 4706.207 Loye #854620% 168. 47 (BC-C. NIX) BEGN CURVE TO CENTERUNE INTERSECTION BISLAND RECLAMATON DISTRCT 2052 STAGE 24 N5252 36W(2) LEVEE EASEVENT (O.N. 2018-060093, S.J.C.R.) WINTON AVENUE BOUNDARY 31.75-
D.N./.N. DOCUMENT NUMBER, NSTRUMENT NUMBER
P.U.E. PUBUC UNLITY EASEMENT ARCEL 1001.51
188
L1 /Ct UNE, CURVE NS/1541E(R) N89'54'COE() PARCEL 19 - N534207₩3 BOUNDARY i N4402'46 W(R)

LOT UNE OR RIGHT-OF - WAY LINE DETAIL B DETAIL D

EASEMENT LINE
FROM THIS SHEET FRON THIS SHEET SHEET 3 OF 15
CENTERUNE (1*=80)
(1"=200)
TRACT 4205
RIVER ISLANDS - PHASE 2

WOODLANDS EAST LARGE LOT FINAL MAP
MARCH 2024
PARCEL 3
PARCEL 18 O DELL
PARCEL 18 ENGINEERING
PARCEL 2 PARCEL 22
PARCEL 1
PARCEL 18 PARCEL PARCEL PARCEL 4
PARCEL 20
PARCEL 21 PARCEL 6
PARCEL 5
PARCEL 4
PARCEL 15 NINTON AVENUE PARCEL 3
121)
PARCEL 7 PARCEL 2
PARCEL 1
PARCEL 14 011
_ PARCEL 8 SCALE: 1=750
PARCEL PARCEL 10 PARCEL 9
12 PARCEL 9
PARCEL PARCEL PARCEL 8
(RHI
PARCEL 18
PARCEL 7
PARCEL 11 PARCEL 19 PARCEL 23
ні
PARCEL 15 ]
PARCEL 21 (RI:

DESIGNATED
PARCEL 29 REMAINDER
(PI)
PARCEL 31 BRIARSTONE LANE PARCEL 22
PARCEL 30
IR1)
PARCEL 4
135-13-32
PARCEL 2

LEGEND PARADISE CUT
•BOUNDARY

LOT LINE OR RICHT-OF-WAY LINE

EASEVENT LINE

SHEET LINIT LINE

SHEET NUMBER
SHEET 4 OF 15

PARCEL VICINITY MAP
TRACT 4205
RIVER ISLANDS - PHASE 2

WOODLANDS EAST LARGE LOT FINAL MAP
-4.93(6-M)
N230744W8) 1.77
MARCH 2024
1200- 1252807,492209
O'DELL

DETAIL F
FROM THIS SHEET ENGINEERiNG
(NO SCALE)
PARCEL. 20 L160 NOTES
NS52903'%
1846'20°w
143.32
R-350.00 -
g=53'59'00 100 200°
-329 г.

SCALE: 1° = 200°
R-310.00 76189 M.00,2-SN
N28'40'24 MB)
875500° - 8.95 (E)(ПЕ)

IOTE CACCUCUT
N78T13'E 394.98 1478) 50- PER 2720 OR 483. S..C.R.-
00980 y N06'08'26 WR)
24SZ*7 2S22409 N8149'09°W 841.12 N76'3310 W 172.00 (EXT) 8=22:3159 N1019'17 W(R) L=30795
2597 M.60,6215N 115
N40'36'02°W N96 2809° 292.501 31.57(6) -21.25- 243.10
186.69'(1) N535840710600 165,00 9259517 132.40°
257.26(E) L-26214 2764650%19900 PARCEL 18 4=9°03'28"
N8340'30°W PARCEL 3 (SAR)- 264.34'(1) (=123.78
N804610 312.00 *3146'20°E 552.48
3-015390- E(155- Ro986.00 258.00 455.335 ACRES + N87:3510 THIS SHEET 104.00 (E) 5.361 ACRES + PARCEL 22
(=147.45 N24'32S5E(R) *R=2000.00 N31 46'20 E SEE DETAIL E 18820'58 E(R) 8-42507304) 369.70. 3.133 ACRES ‡
PARCEL 2 La42765 N821722w 4-005 77 48°
4-16 5017* (=184.88' ON
1563 147356 E 30.236 ACRES + N6524'55 N 448.481 N24'35'05°€ N3710'36*E(R) (PULE. OVER ENTIRE PARCEL) 1 741 L-289.77
SEE DETAIL E. 1153
N652455 N 829.72 N2146'28 E(R)
R=77600 3-452532 Le58769-
PARCEL 4 409.89 001939(8)
N24'35'0S*E PARCEL 1 PARKWAY

14.395 ACRES + 003813 ME

25.910 ACRES ‡
SEE SHEET 11 PARCEL 16| % N243505'E 377.89 (P.U.E. OVER ENTIRE PARCEL) SEATO N7546'04*W 510.00 1121122123121125126, N693547°N 350.00 N6524'SS*N 350.00 210.00 24:35057 Rx187.00 PARCEL 20 N64'38'17 WR) -C17 PARCEL 2 N56'2107 WR)

22.524 ACRES +
C7- 15) (EXISTING P.U.E. OVER ENTIRE PARCEL PER ON 2023-0455911 N7546'04°W 182.59 N55'24'55°W 74.00 RIV 1-353855 - 4000° -L56
01-7127(N-) 390.00
N75 46'06% 478.59 A 102108 37000] BRANTON AVENUE N900000 (8) 52210 N65 2455°% NN652435 1026.57(1) N00D000'E
R= 2048.00' 252.57 N652455*W 149614(-W)"*| 15.92
PARCEL 6 N69'35'05 € 35.36
N652455*W 1026.57 52°% N900000M 517.96
PARCEL 5 N20'24'55*w 42.43- PARCEL 4
N2515C2 TRACT 4149 (R1)
SEE SHEET 6
SHEET 5 oF 15

MONUMENTATION NOTES
SEE SHEET 5 • SET STANDARD GITY OF LATHROP MONUMENT WELL STANPED "PLS 7788* TRACT 4205 • SET 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7788*
PARCEL 2 A SET 2-1/2° BRASS DISK STAMPEO "PES 7783' RIVER ISLANDS - PHASE 2 N754608W 48259 WOODLANDS EAST LARGE LOT FINAL MAP
• FOUND MONUMENT IN WELL PER (R1) & (R2)
4=2208 L-38885 • FOUND 3/4° IRON PIPE MTH PLASTIC PLUG "PLS 7788ª PER (RI) & (R2) 1754600*W 478.58 * IN PROC IN, RADIAL BEARING OR PERPENDIC ON TO CREEPINE. A SONOR OF FRE DESIGNATED REMAR OF ACCEL MAP 1-02 PARCEL 15 1.17° BRASS DISK STAMPED "PLS 7788" PER (R2) (27 9 8) & LARGES A CAT, CAN MAP 32) MARCH 2024
+ 4534581232-57 N69'35'05'E 35.36 O'DELL
_NI473S6'E - N6524'55*м 74.00°
178.38 2-102508 23 0°-
* 652455% 25257 -N2024'55°W 35.35 ENGINEERING
PARCEL 6 SEE SHEET 5

12.925 ACRES + N202155- BRANTON AVENUE:

P.LLE. OVER ENTIRE PARCE.)
184 905 PARCEL 1
N7546'C(N 32561 : 3.50S.2N N852 5s 7496.17/-) NSS2455* 1028.57() Z
1191,00, 189, 188, 187, 18,L85, 181, N652435% 102657
N65'24'55*w /12s
Г 119.15 PARCEL 5
та підня
_4-2448'56* L-383.30 22.030 ACRES + 3001
R= 885.00' N24'35'05°€ SCALE: 1° = 150'
.H.2.62-0 100.00 (P.U.E. OVER ENTIRE PARCEL) N2024'55*₩

42.43 2037
NS05708 WER
- 50.00
LITO
NBS2A'SS'* 770.00 N5524'55 W 66 094 ().M29SL 350.SCV2N
PARCEL 9 | PARCEL 7 97.88'7 SETTY 35050725 ,S608Y NOTES ~L108 N24'35'05*E
L108- 26.968 ACRES I
100.00
1 SET 15F0 IN SE MOE TENES
1161200029 PARCEL VICINITY MAP
S26.2202
R= 518.50 27527026805
-009/19'17
PARCEL a L-84.35
..453.66
NE05177'€ 660.00 6078,
SEE SHEET 7 073,6279N
020 J
- L63(R)
1-5702 BOSITE 82192
N1305'58 M(8)

RIVER ISLANDS PARKWAY
120525-7 8572509 COSEN N80ST TE 82192
TRACT 414 1R1)
SEE SHEET 13 SHEET 6 oF 15
+107 -106-L105 PARCEL 7 SEE SHEET, 6
R-885.00 4-291214 TRACT 4205
545109(1) 2101
-L94
RIVER ISLANDS - PHASE 2
PARCEL 5 WOODLANDS EAST LARGE LOT FINAL MAP
Do 5i8+d 171620-0 (6)867 PORTION GE THE DESIRATED REMINDER OF PARCE MAP 3-02 (27 PM 81) AND PARCELS 5 AND 6 OF TRACT 4149 (42 MAP 52).

R*1420.00* 4-322003 (-80136 -163(R) CITY OF LATHROP. SAN JOAQUIN COUNTY, CALFORNIA LESSES NS05708W(R) N292521° (B)
PARCEL N69'04'21°E 24,24'- (EAR) MARCH 2024
025 151 N672935° (8)/
N4317'52°€ 18.24→ -C19 O'DELL
R=12.00 4=755710° N6748'08'€ 27.98'/ N6: 4324E(R)
L=15.91 NI305'58° K(R),
N2029'46'E ENGINEERING
171.02 (N-M) 122.40 37.61
5999507

KUTCHER S
N463350 N43'26'10*E 400.70'(T) PARCEL 8
Я 1115 Т 7.793 ACRES + .5./.8I-P
A111* 1116
980 200*
168.31 N323358W SCALE: 1° - 100°
14682239 11200° 66,35

PARCEL VICINITY MAP
PARCEL 14 s-89'49'25* L=18.81
R-12.00 N39D112 MB)
N46°2315 W 50565 1138770070
SEATON AVENUE N302128 E(R)
N432610E 2341.1 (T)
NA326'10'E 827.01 101563(NT-M) N432610°E 84291.
90959 302080 RIVER ISLANDS PARKWAY
PARCEL 13
PARCEL 9 (n-),69°73L

23.366 ACRES + PARCEL 19
(PULE OVERENTIRE PARCEL) MONUMENTATION NOTES
® SET STANDARD CITY OF LATHROP MONUMENT WELL STAWEED "PLS 7765° • SET 3/4 IRON PIPE WTH FLASTIC PLUG *PLS 7788*
A SET 2-1/2° BRASS DISK STAMPED *PLS 7783*
• FOUND MONUMENT IN HELL PER (R1) & (R2)
• FOUND 3/4 IRON PIPE MTH FLAST PLUG "PLS 7783" PER (91) & (R2) 3-89 49'25* 1=86.22
R-55.00
N462515 ₩ 913.26.

STORNOWAY AVENUE ,59
- 38.00' 3.10.25.00N
_N46'2515'W 1091.52(t) - (0)- NOTES
1 13A 46(0 (-NT) 810.05 (u-4) |
SEE SHEET 8 SHEET 7 OF 15
SHEET 8 oF 15
(1"=50")

FROM THS SIET
N661 58°% 662.26 (1)

66.00'

66.00 PARCEL 18
715.00 (M-4) 4165v9T
N059542 W(R), PARCEL 2
SEE SHEET 13 162715 MR / SEE PES SHET
13057102 MB) La174.4e SEATON AVENUE

76.00 PARCEL VICINITY MAP 122038°8) L1A5-
4161
R-1000 -95850
N195206'°E(B) C29 E N141356' 141739(1 .

73.68 L N301116 M(R) N780417 WiR) N812720 W(R)..
3-1r4127 =780 30°1 IRE PARCEL I N654111 MR)
SEE SHEET 15 FOR LINE & CURVE TABLES. RIVER ISLANDS PARKWAY N480717E1 ACRES ÷ 14.682 25837° PARCEL 19 H407FE732 Ru88500° / N787412 W8) N16*1356 E 410.00(T) PARCEL1 6 SEE SHEET 3 FOR BASS OF BEARINGS DO LECENES 11 PARCEL
NOTES
PARCEL 18

44.06 SONE: 1 = 150' EN89'0759*% SEE SHEET 14
150
L157

44.06*
NOO'52'01"t
( P.U.E. OVER ENTIRE PARCEL) H452610'E 397.36

14.652 ACRES ‡
PARCEL 10 -L124 PARCEL

70.00'
N4326'10*E

35.36* N75480% 11000(7)
N01'3550 w
10000M. LES PARCEL 12

ENGINEERING
• DELL
1-86.56
VARCH 2024 BINBAY AMMONHOLS L 805-010 35*
OTY OF LATHROP, SAN JOAQUIN COUNTY, CALFORNIA PARCEL 9
27 PU 91 AND PARCESS AND ROS TRAM A1041 MAP 52
- 38.00° • FOUND MONUMENT IN MELL PER (RI) & (R2)

WOODLANDS EAST LARGE LOT FINAL MAP
RIVER ISLANDS - PHASE 2 PARCEL 13 SEE SHEET 9
1186.65
TRACT 4205

MONUMENTATION NOTES

PARCEL VICINITY MAP

MONUMENTATION NOTES NOTES
® SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PIS 1788* TRACT 4205 • SET 3/4% IRON PIPE WITH FLASTIC PLUG "PLS 7788" RIVER ISLANDS - PHASE 2 A SET 2-1/2° BRASS DISK STAMPED *PLS 7788" WOODLANDS EAST LARGE LOT FINAL MAP • FOUND MONUNENT IN WELL PER (RI) & (R2)|
• FOUND 3/4" IRON PIPE WITH PLASTIC PLUG *PLS 7788" PER (RI) & (RZ) PRON DO HE DESO EAR A MAP 23002 (27 PV 81) AND PARCELS 5 AND 6 OF TRACT 4149 (44 M&P 52).

CITY OF LATHROP SAN JOAQUIN COUNTY, CALFORNTA
WARCH 2024
O DELL

ENGINEERING
SEE SHEET 14
PARCEL 18
N671734 W(R) R 105000 4-42 622 14774.69
L:38→
148311 WeL
1136 - 1V 330N435519)
N7310038(3) N250115W(R) L141
278.20
N881552 K8 1906420/ 8859247 2552H+7)
SONE: 1* = 150°
1135-
PARCEL 12 PARCEL 14
8,256 ACRES + 12.641 ACRES *
NAS SO'56 E(R). (PULE. OVER ENTIRE PARCEL, (PULE. OVER ENTIRE PARCEL) SEE SHEET 14 0005044
N49'41'54 wR). N43'06'33 MR)
1132-
PARCEL 18 009698
.0r5062205-0 PARCEL. 15
L130~4
N713748°E(R).

NS0-30'58'E(B) PARCEL 13

17.132 ACRES +
L129-
4128
L127— Ax111'55'24* L=205.11
NS#3525 C(R)/ R=105.00'
N46'38'09*E(B) 1470003E (R) N2728'29 [(R) N0923 52'E(R) N4014'12T(R) PARCEL 21 L126- NA500'05°T(8) R-54.00 4-555742" L=52.74- -R-54.00' 4-5557 42" L-52.74 N815216T(8) 113-
269.91 565.85 264.87 11127S, 1147
·4326'10°E 1022.70'(T) 35'
- 115145(M- 4) SEATON AVENUE 01107(4-11
R - 315.00* N43'26'10'E 397.36 N432610'E 518.85 N452610°C 842.91* R=55.00 R=55.00
8=03130'27° N88250 -NO1 3350*W 35.36' 3=090 10'35*- -8-089'49'25* KUTCHER- L=448.18 [=86.56* L-86.22 STREET
21032510E
PARCEL 7 SEE SHEET 6
PARCEL 11 PARCEL 10 53.62 0 PARCEL 9
PARCEL 8
SEE SHEET 8 SEE SHEET 7
SHEET 9 OF 15
NOTES TRACT 4205
SEE SHEET 11 RIVER ISLANDS - PHASE 2

WOODLANDS EAST LARGE LOT FINAL MAP
PARCEL 17
(72027d (27 PN 81) AND PARCELS 5 AND 6 OF TRACT
WARCH 2024
PARCEL 16 O'DELL
1-543'06* (-139.53'(B-4) -
5208 4 10280042 T01 120301) ENGINEERING
NO: 21'12 w 104.09 (T)- 52°
NO6:4535 W(R) -R=2098.00 3-5-2558 1-58508 52.

R=37.00 4-3934'01* L-25.55- -® BRANTON AVENUE. _ 254606* 12586(1) N5709'33*w 49.41- \ N825508'4(8) N7546'06°% 545.27(1) PARCEL 2 N3255'08°€ 596.27 7127(4-

60.00*
SH 58(4-4) NO
L186-
638-
- 150
SEE SHEET 11 SCALE: 1° - 150
PARCEL 15 17023(4) t PARCEL 6
PARCEL 18 26.339 ACRES + MONUMENTATION NOTES
(PUE. OVER ENTIRE PARCEL! © SEI STANDARD CITY OF LATHROP MONUMENT MELL STAMPED "PLS 7788" N144356'E 663.42 SET 3/4 IRON PROF WITH PLASTIC PLUG PLS 7788° EATON AVENUE N61596'E 1417.39(T*
N147358'E 501.77 SET 2-1/2° BRASS DISK STAMPED *PLS 7788" • FOUND MONWENT IN MELL PER (RI) & (R2)
PARCEL 21 • FOUND 3/2° IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (RI) & (R2)

2.144 ACRES + X FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY UNE PROJECTON, RADIAL BEARING OR PERPENCICULAR TO CENTERLINE.

SEE SHEET 6 X SET 1.00° WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY LIP: GRASS DOS STANFD PIS TOR PERPENICULAR TO CENTERUNE.

PARCEL 7 PARCEL VICINITY MAP
Ru00 0-28724 04511
N432610°

60.36'
PARCEL 14
137054(8) N40M012K(8)
PARCEL a
SEE SHEET 9 SEE SHEET 7
SHEET 10 OF 15
MONUMENTATION NOTES TRACT 4205
© SET STANDARD OTY OF LATHROP MONUMENT WELL STAWPED "PLS 7788* • SET 3/4 IRON PIPE WITH PLASTIC PLUG "PLS 7788* N753051°E N8229'09°% RIVER ISLANDS - PHASE 2

94.73] 240.78 152.55'
A SET 2-1/2° BRASS DISK STAMFED "PLS 7788" WOODLANDS EAST LARGE LOT FINAL MAP • FOUND MONUMENT IN WELL PER (RI) & (R2) 173200
• FOUND 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7788° PER (R1) & (R2) 218.96'(E) 219.90 (C) N55*508 64976 X FOUND 1.00° WITNESS CORNER (W.C.) I SDEWALK ON ALONG, PROPERTY 528307 (27 PU 81) AND PARCELS 5 AND 6 OF TRACT 4149 (44 MAP 52).

INE PROLECTION, RADIAL BEARING OR PERPENCICULAR TO CENTERLINE, 00°962 -N18'42'40°€ 148.75(E) 341.46(E) CITY OF LATHROP. SAN JOAQUIN COUNTY, CALIFORNIA 1,17* BRASS DISK STAMPED "PLS 7788" PER (R2) N81:2209 W N825051°% 649.85 218.45 N7929(98 0339097 25.101 VARCH 2024
LN2604*10'E 70.28(E) N8005 00W NE84140*7 N850720°E 45822(6) 250.32 (E) 226.71'(€) 05300% 360(6) O'DELL
-LEVEE EASEMENT ENGINEERING
PER 2720 OR 483, S.J.C.R. 138576-T N49:3010°w

97. 00(E)"
N04'5240°W +R5450 0-58228 16897
N2210'50'E 62.91 (E) 60.00
N3323'50°E 104.52(E)
N89:30'51'E 383.45
-NS051'20'E 115.30(E) 310900
- N$822 40'€ 57.27(C) / 134.00'(€)
-R=500.00' 4-38'20'30* L- 334.59
8-4153
-N2303'40*w 102.38'(E)
N063145WR) N692514E(R). N4822 58 5(8)
EVEE EASEMENT 1-192030 1-23718
PER 2194 OR 168, SUCR 257.26 (C)
N0219'03'
- N1970 40°% 170.45(6) PARCEL 18 60.21 N381141*E
N80:4610W N83:40'30*₩

35.53 N7706'56°w 678.30 R= 1087.00 5-504336 104.00 (E) 103.00 (E) 455.335 ACRES ÷ 35 36
- 1120120% 110. 42(E) R-12.00' [a962.37
SCHE: 1° = 200 4-91'20'52*-
L -19.13 N87:39'22'E 32.18'-
-012850% 11604(6) Nº413'56°E 273.63'—

SEE DETAIL E
N070452 ~ 801.44 NO70152 N 796.40 PARCEL 17 ON SHEET 8 L154- - N214340°€ 143.17(C) 15.020 ACRES ‡
(PULE. OVER ENTIRE PARCEL)
PARCEL 16
X823051°E. 705.25 -N4333'20'E 8417(E) 31.051 ACRES *
-NS75600°E 97.94(C) (PUE. OVER ENTIRE PARCEL)
N65'44 20°E 155.76(0) R-35.00" 3-5036"16* L-30.91'- MINE PARCEL 4 PARCEL VICINITY MAP -L152(R)
N43°31'24'€ 35.49- N011843 MB) N673929 k(8).

R=37.00" 8-39'51'45* L-25.74'- R~2202.00: N123829 (R)
NO5'36'51*a(R) 0-135715 (-536.26 R-120 4-0535 1-1595
8-543'06* L-139.55(B-4)-
416) 1150
NG4:21'12°W 104.09'(T)-
- BRANTON AVEN 12585(1) N7546'017 58710 1166-
SEE SHEET 14
PARCEL 15
NOTES
SEE SHEET 10
SHEET 11 OF 15
TRACT 4205 NOTES
WOODLANDS EAST ARE LOT FINAL MAP 10925 M.202520N PARCEL F SEE DETAIL G TRACT 4172
THIS SHEET (44-M&P 75)

PARCEL F
TRACT 4172
MARCH 2024 (44-M&P 75) PARCEL 7 L172- 30V9 M20,0L58N
2200T MISTSON TRACT 4149 (R1)
ODELL 11V325 M202(20N PARCEL 13 TRACT 4149 (RI)"
ENGINEERING L173~
TRACT 190L1 N6SS4 40°E 1284.29
N02642°E 52.011
N0916'02'E 53.21~ S38002619 PARCEL 12 TRACT 4149 (RI)
N835400°E()
NO421'57'E 57.60~
NO1'35'00°€ 56.20'~
PARCEL 7 SZ9I MZZ1252N R=8059 L-37257
PARCEL 19 TRACT 4149 (R1)
Ro7745m8) DESIGNATED REMAINDER 64.721 ACRES *

DETAIL G
29 FROM THIS SHEET
1164610F 1345.97 PARCEL TRACT 4149 (1°=50%) 29 TRACT 4149 (R1) PARCEL. 22 TRACT 4149(1 CALLERTON AVENUE N16'46 10'E 93445 06719 K.20,65577 PARCEL
PARCEL 30 PARCEL 30
TRACT 4149 (R) BRIARSTONE LANE
TRACT 4149 (R1)
NS30913*W
[72.39 PARCEL 4
NS4:39'07W 114967 129350% 27-PM-81 (R2)
N882546T CAMBAY PARKWAY®
1A6.09 R=148300*
R=148.60" 8=55'05'26*
0=101743°3 PARCEL 1 1=142,88
L- 26288' (813.-050.9200 1554543 % 90095 27-PM-81
PARCEL 2 N181 535 W(R)
PARCEL VICINITY MAP (R1) 27-PM-81 PARCEL 3
-38 5 2 403838°
(R2) 27-PM-81
R=5080.00' s-059'23. N88521 R

23.960 ACRES * PARCEL 23 NS 620 1921
1-31768 0553019
N757705°(8)

MONUMENTATION NOTES
© SET STANDARD CITY OF LATHROP MONUNENT WELL STAMPED *PLS 7789° N36 28:40°E(R) • SET 3/4° IRON PIPE WETH PLASTIC PLUG "PLS 7788* 150' 300 A SET 2-1/2° BRASS DISK STAMPED *PLS 7788* SCALE 1° - 300 • FOUND MONUMENT IN WELL PER (R1) & (82)
• FOUND 3/4 ON FIPE WITH PLASTIC PLUG "PLS 7788* PER (R1) & (R2) 4120 LEVEE EASEMENT L1169

1.17ª BRASS DISK STAMPED "PLS 7788* PER (R2)
ENE PROTONS CORN EARN PERIC ARIO GERTRUNE.

1.17* BRASS DISK STAMPED "PLS 7788" PARADISE CUT
SHEET 12 OF 15
DETAIL
K487717E 644.07 'P,, FROM THIS SHEET WINTON AVENUE. TRACT 4205 (1*=20') N54 46 45 653.99 RIVER ISLANDS - PHASE 2
N3745 59(R)

PARCEL WOODLANDS EAST LARGE LOT FINAL MAP
TRACT 4149 R=100.00 4o151"13'59" L=263.95
27 PM 81) AND PARCELS 5 AND 6 OF TRACT 4149(44 MAP 52)

CITY OF LATHROP, SAN JOAQUIN COUNTY, CAUFORNIA
SEE SHEET 7 S8'97L
PARCEL 19 MARCH 2024
538 05L
DELL
NESTIE 82732(-4) N180747 #8)
N1106'14*E 162.74 ENGINEERING
N497550°E. PARCEL 10
TRACT 4149 (R) SONE: "* - 300 PARCEL VICINITY MAP
- 963315
1=2765 00
Г8=00757'48* L- 384 30(1)
→ 1563412*-
PARCEL 8 499 32
8-€28'41" L= 216.10
65N04463) R= 207.00
At i2oz Lc62 L 20167(8) -5385 8-094'58'27*
SEE SHEET 8 N3270 05(8) (2) SPRAY FIELD LEASE
N1906'22'((8) )N. 2005-225700. AND
299.09 N012148 W(B)
N4546'52'E 152667 302-0073. 0 1981.

PARCEL 9 N66 0541K
74489(-M) 74,46
PARCEL 25
- N4916'08°€ 317.32 R=315.00 s-01519'27" L=84.25'- TRACT 4149 (R1) N4346'52°€ 1207.37
D- N4754'11E 132.69' *22)
V62315W 1091.620754 - N00'5201"E 44.06
1053.62 (-M) SEE DETAIL. R-285.00
STORNOWAY AVENUE'S N4S2315 * 9.45 ON THIS SHEET ROAD IT (199. 26015.

YN4913'50°E 126.61 0-57 M N812208 1402.65 L=76.23'
N89'07 59°₩ 44.06 -8-0801356° - W 1505887
L=79.82 82.27
PARCEL 10 PARCEL 25
MUSIOTE 75186(E)- N1026 42E 5201'- TRACT 4149 MONUMENTATION NOTES SEE SHEET 9 81005(0-1 N0916'02°E 53.24'-4 (R1)
MASOPE 1554 490717°€ 721.82 © SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" N$S 50:49 * 152206 57.60 • SET 3/4° IRON PIPE WITH PLASTIC PLUG "PLS 7788" R=57.00 NO4215/E 57.60'-/ A SET 2-1/2% BRASS DISK STAMPED "PLS 7786* - 01010'30° NO1:35'00°€ 56.20- • FOUND MONUMENT IN WELL PER (R1) & (R2) L=10.12 NO04'56'E 199.49→
PARCEL 19 • FOUND 3/4 IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) & (R2) PARCEL 11 R-913.00' 4-105541° 272.417 ACRES +
L-174.14' 1.17" BRASS DISK STAMPED "PLS 7788" PER (R2)
N30571'02 MR)
21190
118454] Na546527 381 5(E) NOTES
N061547W8)/ 5273W1653 76(6)
N475201E 82428 M434652 57845 - 1
PARCEL 18
SEE SHEET 14 ® CAMBAY PARKWAY
N70:39:07/ 488.94 N52$907V 1505.20 SEE SHEET 12
N68'39C7 W 673.00 PARCEL. 23
NS43807N 1149.67

PARADISE CUT
SHEET 13 OF 15
TRACT 4205 SEE SHEET 11 NOTES
RIVER ISLANDS - PHASE 2 -NS75600°E 97.94(E)
WOODLANDS EAST LARGE LOT FINAL MAP 32501 125.0.80 < 165420°€ 155.75(6) 651'30'51*€
A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIMSION OF A ~N820120'E 158.55(E) W070452% 971007 PORTION OF THE DESIGNATED REMAINDER OF PARCEL MAP 23-02 NO4'30'51E C N2240'20°E 85.62 (E) SEE SHEET 11
VARCH 2024 2812° - N1001:50 * 149.14(E)
-3021'30 w158.03 (C) PARCEL 15
N092903X -N181200°% 104.02 (E) N3905'11E 36.07
O DELL
-1015'20 W 10670(6)
ENGINEERING -N75:58'20'E 25.18'(E) 0-14'2557* L=263.85'°- LASs 05 N0128'20 w 179.55(E) A.141
PARCEL VICINITY MAP N1230'51'E 185.69'- - 0527007 9467(8) PER 214 R 164. SACR PARCEL 14 N15'5753'E 124,76'- N7755 29*₩ 107.50 (E) L 19'08'42 MR) N53053°C 79.61 - N687300 € 59.28(E) N25'0113 MR)
-N19'3210°€ 68.68(E)
R=350 00° 8-44$2'40"
L=272.11
428'30'53'E

27.00 30.28 (c) - N64'04'50°: 99.14'(E) N574736M(R)
N574450°C 92.92(C) PARCEL 13 PARCEL 9
N450000'E 49.50 (E)
PARCEL 18
455.335 ACRES + N2510'03 W(R)
N8815'52 M(8)
N0429'57'€ 286.79 (E)
L135 STORNOWAY AVENUE
NOT4I'SACE(8), N713748E(8)
N6220'53°C N29'45'47°€ 260 72(6) CAS
N5435 252(8), PARCEL. 10
N$8'20 57'€ 171.81'(E) PER 963 EST SACER B
N62'30'53'E 25.16(E) (TE) N60:30'59 E(R)
LN777805E 22316(E)
N31047W161
N432610° 76.77- PARCEL 11
150700 R=885.00' A=3110'22" L-489.22- M153459M(8)
SCALE: 1* = 300 * (NO WE PO EVEN (25 0% 49) R= 798.00° 4-192502 1+269.97 1 N7818'12°W(8)
1(4) 13146828. (12)
- 115 MDE PARCEL AND
-A 2 OR 152, SACR * 181 58 7 662 28(1) N0515'47 w(R)
L145
L146-
N50'30'53'E 111.08'

SEE DETAIL G
NOS:30'53*E 274,76 ON SHEET 8™
8072830075/08 / PARCEL 19
N3578 07W 552.02 14430° N7039'07W 751.08
- 150.14(E)
N73'46'36" 119578* N88°38907N 102095
N7000'06"W N74'59'16 w
[ 146.3010 - 38202(C) 1077.46(c)]
916.03(6) 3
L 5679107*32307 73426 N755107 N 1.389.09 3137416)

PARADISE CUT
SHEET 14 OF 15

LINE TABLE NE TARI S INS TARI A INC VARI C
INE * | DIRECTION LENGTH DIRECTION INE • CIRECTION | LENGTH DIRECTION LENGTH LINE • DIRECTION | LENGTH TRACT 4205 = V69*3505-E 42.43 51.97 436°0401 W 55.74 N6935055 35.36 L8114'356'E 75,.00 RIVER ISLANDS - PHASE 2 24*3505-E 432*4840 W N12*58:52W 11211 N59 13'56 E 35.36 WOODLANDS EAST LARGE LOT FINAL MAP

35.07 129*3219*4 55.74 N14:5804 W 60.00 100.00
N32 1045'E 60.53 719345 N76*0349W N109004W 62725W 55.0 г

52.17 N59•1356 E 35.36 80-26'17E 57.68 55.00 (27 PM BY ARE SAND OF TRACT A I A 2).

60.00 V81*5344 E 8t743 55.00 NARCH 2024
46043505°8 1536 N79:4845 55.01 N79321210 55.00
O'DELL
N24*3505°€ 60.00 129306°6 101.00 155.24 55,00 2836417

59.98 N11°2440 E 10.00 55.00 ENGINEERING
6935051 35.35 101.00 N13'2636€ V68*2321 E 55.00 754602W = M243505E 60.00 50.00 N24*3505 € 35.00 55.00 M744334 55.0г N65245W 4293 823323 50.00 2012655W 35 36 N56*1423 E 55.00- N6691415W 31.28

CURVE TABLE CURVE TABLE CURVE TABLE
N87:0458W 146,01 8 71H3230 50.00 35.36 5S 001
CURVE N RADIUS DELTA LENGTH CURVE: | RACHUS / DELTA | LENGTH CURVE * RADIUS DELTA | LENGTH 37490910 45.25 M753137W 50.00 N42220 1720071678
1470.00 2°48367 12.10 C16 100.00 206005 39.65 1050 00 7°5716 145.T7 40 OR 79:3044 50.00 N40*3602 W 11.45 24:3505 19.33 N34*4449W 44.87 1000.00 8935185 80.06 C17 289.00 8-1708 11.65 1050.00 11°06'50 203.67 N304804W 35.36 S20*2455€ 35.36 N20-2455W 35.36 13632223 4°05067 71.30 C18 30.00đ 58*2958 29.58 1050.00 9°0002 149.37 1491356'E 872857W 069*3505 E 35.36 75.00 N37:59:57W 44.87

50.00 77.98 019 1026.00 1*5913- 35.28 1050.00 15*0549 276.67 59$1358 E 35.36 N88:4119 50.00 220025794 88.45 42007107 €6.00 67'2506 77.66 1086.00 1-18:00 81.51 35.00 53-1228 32,50 N7*3440 € 60.41 497*5822 E 27S306 1 87

34.00 61920-58 36.41 33.00 14°04'12° 20.38 37.00 42*4024 27.56 430 4604W 35.36 89:1922 55.74 5652455 74.00 N30°4604 35.36 142852981 4 87 580.00 3°0558 31.38 117,00 14904'12° 28.73 1050.00 56 50 LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE 310.00 23*1309 125.63 480.00 124.02 13 00 28.73 MRECTION LENGTH LINE & DIRECTION : LENGTH DIRECTION | LENGTH LINE * DIRECTION LENGTH LINE * DIRECTION 158*1603 AR0 Mi 2950001 82 00 402112 1 A7 L141 N67 1609 W 33.38 N14'1356'E 50,.00 S46*4022'E 17.00 4033-18 17 78• 120 0x 85.79 44102 E •01 99 VEN YERE N49 05'52'E 170 c0 39.38 66.95 37.00 36*45'23 23.74 N40'41'53 E 101.00• 112- N3*4802 € N. 31 N54'33:21 W 10 R 17.001 66*1406° 19.65 12°28:38 25.48 35.00 47°28'291 29.00 N500654 44.87 N88'26'10'E 5 36 589:4653 38.45 304604W 35.36 2 30 50.00 181°0253 157.09 83.00 22.98 897.00 10°5108- 168.0% 14:1356'E 86.57 N3*4802E 26.3г L 165 N14'1356 E 63.00 L185 M293345W 53.47 310.00 268.04 30.00 50•0322 520.00

44.87 34.35 N48 4802E 35.36 S9:1356E 35.36 L186 N30'4604W 35.36 775.00 32507- 46.25 990.00 4*3752 80.02 87.00 224248* 25 200 L107 44.87 N832714W N43*2610°E11769 VK003E127 S73013:50 E

CURVE TABLE CURVE TABLE
56370W 44.87 25495/ 62.06 N9GSO115 34.35 (168 V1A0R5A 75.00 Mah759W CURVE # I • DAREIC LENGTH CURVE • RADIUS DELTA LENGTH
41'4029W 6. 98 L129 N10$20/13'E 32.02 N35305 167 92| S53 4207E 11 73° 131.35 2038L0- 67.08 C81 126.27 53*3427* | 118.07
L110 61$2647 W 134 89° L. 130 NS5904W 20.04 N30 4604W 5 36 L170 S60*2807 E 102.08 Nº*2730'€ 46.36 100.00 5501035 96.30 153.78 23*1107
V78947-7 L131 N26*2728 W 66.76 L151 74.00 L171 N74°3707-W 86.03 21703W 16397 200.00 16943420 58.39 271.11 20°48'10 98.43
1491356'E 38. 39• L132 R0008 3218 39.25 N32'5507 E 70.00 L 172 N330350W 47.55 N67 2227W 89.68 150.00 5491418° 142.00 537.36 13°0342 122.50
N14*1356'E 213.38 51409 a ar S6931W 23.55 L 173 6595440€ 12.76 60.05 891.00 4*4438 73.77 117.21 36-25 18-
41:48610'E 35.36* NS 1348W 80.73 S754604E 3234 L174 N27-2121E 21,64 154609- 3225 409.90 | 2492456° 174.67
- N48*3350 W 63.00 247•1227 8 35.05 N1491358 E 60.00 L 175 1225622€ 77.3г 52706035 8 18.18 29588 250809 125AZ
L116 35.35 1341- 35.36 N44°28:41 W 21 21 29*3345W

50.00 S44*1703 E 901805 137 99 57.47 56.59
L137 60 32 N14'1356'E 150.00 L 177 248.88 N89:1504W 60,61 60 00 N67 5026E | 3544 852550° 83.23 17*3919° 107.58
N50*1356 E 35.36 S38*3425 € 00 6- L198 NS0*1203 E 63.19 88:2610 E 35.36 119735 35.47 N1491350'E S5023W 87 27 913,00 8*3218 136.06' 689.00 12'18'52 148.08 N48'33:50 W 63,00 N70*3938'€ 60 22 L160 N30*460/W 35.36 51*4421W 4342 L200 550203W 60.00 81*4845- 85.67 189,00 23°0045 75.9 г 8 150,00 87.92 311.00 26*2759 143 66
LINE TABLE LINE TABLE LINE TABLE 227,75 61.00 23*1682 24.78 VOCATIN HOCATION I CHATU NOCATIN 230303 406.56 175.00 5393728 163.79 L204 L72000-21°0 19€ 90 L207N46*3350-W 30,00 90•55-34 120.37 12727877
:NS3 1554W 287 1,206 N76*3042 E 107.29
SHEET 15 oF 15
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

EXHIBIT B

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: VII which provides coverage for bodily injury, personal injury and property damage liability in the amount of at least $1,000,000 for each occurrence and $2,000,000 in the aggregate.

Said insurance coverage shall be evidenced by a certificate of insurance with policy endorsements, executed by an authorized official of the insurers. All parties to the Subdivision Improvement Agreement must be named insured on the policy. The policy endorsements to be attached to the certificate must provide all the following:
a. Name the City of Lathrop, its officers, City Council, boards and commissions and members thereof, its employees and agents as additional insured as respects to any liability arising out of the activities of the named insured. A CG 2010 or CG 2026 endorsement form or the equivalent is the appropriate form.

State that "the insurance coverage afforded by this policy shall be primary insurance as respects to the City of Lathrop, its officers, employees and agents. Any insurance or self-insurance maintained by the City of Lathrop, its officers, employees, or agents shall be in excess of the insurance afforded to the named insured by this policy and shall not contribute to any loss."
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. d. The policy must contain a cross liability or severability of interest clause. e. Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the Agreement or the work, so long as commercially available at reasonable rates.

ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 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 INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. nis certificate does not confer rights to the certificate holder in lieu of such endorsemen policies may require an endorsement. A statement c Alliant Insurance Services, Inc. NAME: CAME Gloria Gabriel PHONE FAC, NO):
333 S Hope St Ste 3750 (A/C. No. Ext):.

E-MAIL
Los Angeles CA 90071 ADDRESS: [email protected] INSURERS) AFFORDING COVERAGE NAIC *
License#: 0C36861 INSURER A: United Specialty Insurance Co. 12537 INSURED RIVEISL-01
INSURER B:

Califia, LLC.
73 W. Stewart Road INSURER C:

Lathrop, CA 95330 INSURER D:

INSURER E:

INSURER F:

CERTIFICATE NUMBER: 1244337120 REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CELIA SPOIL HAVE BEEN CLASHERE ISSUEET TO ALL THE TERMS..

INSR

LTR TYPE OF INSURANCE

X COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE X OCCUR DAMAGE TO RENTED
PREMISES (Ea occurrence)
MED EXP (Any one person) 150
PERSONAL & ADV INJURY , $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000

POLICY X PRO
•JECT LOC PRODUCTS - COMP/OP AGG
$2.000,000
OTHER:

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

OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY (Per accident)
HIRED NON-OWNED ROPERTY DAMAG:

AUTOS ONLY AUTOS ONLY $
Per accident

UMBRELLA LIAB OCCUR

LEACH OCCURRENCE

EXCESS LIAB CLAIMS-MADE
AGGREGATE $

STATUTE
Y/ N
N/ A E.L. EACH ACCIDENT
(Mandatory in NH)
E.L. DISEASE - EA EMPLOYEE S
SCARIN OF UFOPERATIONS below
E.L. DISEASE - POLICY LIMIT $
De Tra 4205 RIVER ISLANDS PHASE 2 OOD LANDS EAST LARGE LOT FINAL MAged more space requires) 30 days advanced writen notice to Cericate Holder in the event of cancellation, except 10 days for non-payment of premium.

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
ity of Lathro
90 Towne Centre Driv
Lathrop CA 95330 AUTHORIZED REPRESENTATIVE
Vialb Mats.
© 1988-2015 ACORD CORPORATION. All rights reserved.

ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: ATN2036868
COMMERCIAL GENE CA 20 10 07 07
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED - OWNERS, LESSEES OR

CONTRACTORS - SCHEDULED PERSON OR

ORGANIZATION
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART

SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s): Location(s) Of Covered Operations
City of Lathrop its officers, City Council, boards and commissions As Required By Written Contract, Fully Executed Prior and members thereof, its employees and agents
To The Named Insured's Work
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.

A. Section II - Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional exclu- organization(s) shown in the Schedule, but only sions apply:
with respect to liability for "bodily injury", "property or "personal and advertising injury"
caused, in whole or in part, by:

1. Your acts or omissions; or 1. All work, including materials, parts or equip- ment furnished in connection with such work

2. The acts or omissions of those acting on your
behalf;
in the performance of your ongoing operations for
the additional insured(s) at the location(s) desig-
nated above. 2. That portion of "your work" out of which thi injury or damage arises has been put to its in
CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 Policy# ATN2036868
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:
(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 proiect that is the subject of the claim, "suit," or "occurrence" expressly requires that this insurance:
(i) apply on a primary and non-contributory basis;
and
(ii) would not seek contribution from any other insurance available to the additional insured.
or
Prior to a loss, you request in writing and we agree in writing that this insurance shall apply on a primary and non-contributory basis.

Name Of Person(s) Or Organization(s)
As Required By Written Contract, Fully Executed Prior To The Named Insured's Work.

All other terms, conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged.

VEN 051 00(02/20) Page 1 of 1
Policy: ATN2036868

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
I we cance this patio for any is the ser than belay act ding to the nur it of days fisted below, once the Named Insured has been notified.

I elation this overage fod nodes ant of aleast te ways pro to you eat or so of 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
s employees and agen
0 Towne Centre Dri 30
Lathrop, CA 95330
All other terms, conditions and exclusions under this policy are applicable to this Endorsement and remain unchanged.

VEN 064 00(01/15) Page 1 of 1
Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

EXHIBIT C
TRACT 4205 ENGINEER'S ESTIMATE FOR UNFINISHED PORTIONS

OF COLLECTOR AND ARTERIAL ROADS

ENGINEERING
ENGINEER'S BOND ESTIMATE March 5, 2024
COST TO COMPLETE Job No.: 25505-29
RIVER ISLANDS - PHASE 2
NW AREA 3 BACKBONE ROADS

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description Quantity Unit Unit Price Amount
1 Wet Utilities (95% Completion) 48,000.00
Joint Trench Gas Tie-in (0% Completion) : IS $ 8.00000 $ LS $ 6,600.00 6,600.00$
3 Striping & Monuments (0% Completion) 1 LS $ 53,800.00$ 53,800.00 4 Landscape (0% Completion) 1 LS $ 5,061,600.00 $ 5,061,600.00 TOTAL COST TO COMPLETE $ 5,170,000.00
Notes:
1) Estimate for cost to complete based on contractor's note for NW Area 3 Backbone Roads dated 3/5/2024 :200 STONERIDGE MALL ROAD SUITE 330. PLEASANTON CA 94588 • P 0252238340 • =000 0712468 T: 125505-River Islands Phase 29-Phase 2 NW Area 1B Street IP/Word & ExcellCost to Complete|2024-03-0512024-03-05 Ph2 BBR Cost To Complete. xis\improvements

ENGINEERING
ENGINEER'S BOND ESTIMATE March 5, 2024
COST TO COMPLETE Job No.: 25505-28
RIVER ISLANDS - PHASE 2

RIVER ISLANDS PARKWAY

CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
Item Description Quantity Unit Unit Price Amount
1 Wet Utilities (70% Completion) 1 LS $ 2,070,300.00 $ 2,070,300.00 2 Joint Trench Gas Tie-in (0% Completion) 1 LS 6,600.00 $ 6,600.00 3 Fine Grade, Concrete, AB & AC Paving (0% Completion) 1 LS $ 779,000.00 $ 779,000.00 4 Striping & Monuments (0% Completion) 1 LS 37,300.00 $ 37,300.00 5 Landscape (0% Completion) 1 LS $ 2,604,000.00 $ 2,604,000.00 TOTAL COST TO COMPLETE $ 5,497,200.00
Notes:
1) Estimate for cost to complete based on contractor's note for River Islands Parkway dated 3/5/2024 6300 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CA 94688 • P 625223834 • = 0099710415 T: 125505-River Islands/Phase 28-Phase 2 River Islands Pkwy IPWord & ExcenCost to Completel2024-03-0512024-03-05 Ph2 RIP Cost To Complete. x/simprovements Subdivision Improvement Agreement (Califia, LLC) with the City of Lathrop for Final Map Tract 4205 Woodlands East District

EXHIBIT D
TRACT 4205 ENGINEER'S ESTIMATE FOR

COLLECTOR AND ARTERIAL ROADS

ENGINEERING
DRAFT ENGINEER'S OPINION OF PROBABLE COST August 19, 2022 RIVER ISLANDS - PHASE 2 Job No.: 25505-28

RIVER ISLANDS PARKWAY

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

STREET WORK
1 Fine Grading 893,600 SF $ 0.45 $ 402,120.00
2 7" AC Paving 536,700 SF 3.50 1$ 1,878,450.00
3 15" Aggregate Base 536,700 SF 2.25 $ 1,207,575.00
12" Lime Treatment 536,700 SF 6A 6A 6A tA 1.10 $ 590,370.00 Vertical Curb and Gutter (with AB cushion) 13,700 15.00 • $ 205,500.00 Type F Median Curb (with AB cushion) 13,400 LF 18.00 $ 241,200.00 Concrete Sidewalk EA EA
7 116,700 SF 5.00 $ 583,500.00
8 Handicap Ramps 14 EA $ 2,500.00 $ 35,000.00
9 Survey Monuments 11 EA $ 300.00 $ 3,300.00
10 Traffic Striping & Signage 6,800 LF 5.00 $ 34,000.00 6A CA
11 Dewatering (budget) 6,800 LF 100.00 $ 680,000.00
Subtotal Street Work $ 5,861,015.00

STORM DRAIN
12 Catch Basins (type / inlet over type / manhole base) 23 EA 2,800.00 $ 64,400.00 13 Catch Basins (type / inlet over type Il manhole base) 12 EA $ 5,000.00 $ 60,000.00 14 Catch Basins (type 1 inlet over type Ill manhole base) EA $ 8,000.00 $ 16,000.00 15 Catch Basins (type C inlet) EA $ 2,400.00 $ 2,400.00 16 Catch Basins (type C inlet over type / manhole base) 13 EA $ 2,800.00 $ 36,400.00 17 Catch Basins (type C inlet over type ll manhole base) 1 EA $ 5,000.00 $ 5,000.00 : 15" Storm Drain Pipe (polypropylene) LF 18.00 $ 18,720.00 19 18" Storm Drain Pipe (polypropylene) LF $ 20.00 $ 22,600.00 20 24" Storm Drain Pipe (polypropylene) LF 31.00 $ 53,010.00 21 30" Storm Drain Pipe (polypropylene) LF $ 45.00 $ 91,350.00 22 36" Storm Drain Pipe (polypropylene) LF $ 60.00 $ 35,400.00 23 42" Storm Drain Pipe (RCP) LF $ 120.00 $ 60,000.00
24 48" Storm Drain Pipe (RCP) LF $ 125.00 $ 72,500.00
25 Manholes (type I/) EA $ 5,000.00 $ 5,000.00
26 Manholes (type Ill) EA $ 8,000.00 $ 8,000.00
27 Connect to Existing EA $ 1,700.00 $ 1,700.00
28 Storm Drain Stub & Plug 5 EA $ 1,000.00 $ 5,000.00
Subtotal Storm Drain $ 557,480.00

SANITARY SEWER
29 8" Sanitary Sewer Pipe (PVC) 2,170 LF $ 28.00 $ 60,760.00 30 16" Sanitary Sewer Pipe 2,360 LF $ 60.00 $ 141,600.00 18" Sanitary Sewer Pipe 1,980 LF $ 80.00 $ 158,400.00
32 Manholes (type 1) 5 EA $ 4,000.00 $ 20,000.00
33 Manholes (type / w/ 60" Barrel) 14 EA $ 4,000.00 $ 56,000.00 34 Manholes (Drop Manhole) 1 EA $ 4,000.00 $ 4,000.00
35 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
36 Sanitary Sewer Stub & Plug 6 EA $ 1,000.00 $ 6,000.00 Subtotal Sanitary Sewer $ 449,760.00
6200 STONERIDGE MALL ROAD SUITE 330 PLEASANTON. CA 54585 • P 925 2238340 • = 200 5713466 T:(25505-River IslandsiPhase 28 - Phase 2 River Islands Pkwy IP|Word & ExcelCost Estimate|PHASE 2 RIP COST ESTIMATE (City Unit Prices) xISXIPH2 RIP

ENGINEERING
Item Description Quantity Unit Unit Price Amount

WATER SUPPLY
37 8" Water Line (including all appurtenances) (PVC) 2,440 LF $ 32.00 $ 78,080.00 38 12" Water Line (including all appurtenances) (PVC) 1,220 LF 48.00 $ 58,560.00 20" Water Line (including all appurtenances) (PVC) 4,090 LF 100.00 $ 409,000.00 40 1" Water Service 1 EA 800.00 $ 800.00
41 3" Water Service EA 3,500.00 $ 17,500.00
42 6" Water Service EA $ 7,000.00 $ 7,000.00
43 Fire Hydrants EA $ 4,000.00 $ 92,000.00
44 Air Release Valve EA $ $
2,500.00 2,500.00
45 Blow Off Valve EA $ $
4,000.00 4,000.00
46 Temporary Blow Off Valve 10 EA $ 30,000.00
3,000.00 $
47 8" Resilient Gate Valve 9 EA $ 1,550.00 $ 13,950.00
48 12" Butterfly Valve 7 EA 3,500.00 $ 24,500.00
49 20" Butterfly Valve 20 EA 5,000.00 $ 100,000.00
50 Connect to Existing 2 EA 4,000.00 $ 8,000.00
51 Water Stub & Plug 10 EA 1,000.00 $ 10,000.00
Subtotal Water Supply $ 855,890.00

NON-POTABLE WATER
52 8" Non-Potable Water Line (including all appurtenances) (PVC) 250 LF 35.00 $ 8,750.00 53 10" Non-Potable Water Line (including all appurtenances) (PVC) 500 LF 45.00 $ 22,500.00 54 16" Non-Potable Water Line (including all appurtenances) (PVC) EA EA EA EA 6,840 LF 80.00 $ 547,200.00
55 3" Non-Potable Water Service 4 EA 3,000.00 $ 12,000.00 56 6" Non-Potable Water Service $ 7,000.00 $ 7,000.00
57 Air Release Valve $ 2,500.00 $ 7,500.00
58 Blow Off Valve 4,000.00 $ 12,000.00
59 Temporary Blow Off Valve 3,000.00 $ 24,000.00
60 8" Resilient Gate Valve 1,550.00 $ 1,550.00
61 10" Resilient Gate Valve 4 EA EA EA EA EA EA EA EA 2,500.00 $ 10,000.00 62 16" Butterfly Valve 16 EA 4,000.00 $ 64,000.00
63 Connect to Existing 2 EA 3,000.00 $ 6,000.00
64 Non-Potable Water Stub & Plug 8 EA 1,000.00 $ 8,000.00 Subtotal Non-Potable Water $ 730,500.00

LAKE FILL LINE
65 24" Lake Fill Line (including all appurtenances) (PVC) 1,010 LF $ 85.00 $ 85,850.00 66 Connect to Existing 1 EA 3,000.00 $ 3,000.00
67 Blow Off Valve 2 EA 4,000.00 $ 8,000.00
68 Temporary Blow Off Valve 1 EA 3,000.00 $ 3,000.00
69 Air Release Valve 1 EA 2,500.00 $ 2,500.00
70 24" Butterfly Valve 1 EA 6,000.00 $ 6,000.00
71 Lake Fill Line Stub & Plug 1 EA $ 1,000.00 $ 1,000.00 Subtotal Lake Fill Line $ 109,350.00
e206 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CA 84585 • P 925 223 8300 • F::09$71:160 T:125505-Rivor IslandsiPhase 28 - Phase 2 River Islands Pkwy IPIWord & ExcelCost EstimatelPHASE 2 RIP COST ESTIMATE (City Unit Prices) xSxIPH2 RIP

ENGINEERING
Item Description Quantity Unit Unit Price Amount

RIVER FILL LINE
24" River Fill Line (including all appurtenances) (PVC) 2,390 LF $ 85.00 $ 203,150.00 73 Connect to Existing 1 EA 3,000.00 3,000.00
Blow Off Valve 1 EA 4,000.00 4,000.00
Temporary Blow Off Valve LA LA LA GA GA CA 3,000.00 6,000.00 76 Air Release Valve 2,500.00 2,500.00
24" Butterfly Valve 6,000.00 36,000.00
78 River Fill Line Stub & Plug 2 EA 1,000.00 $ 2,000.00 Subtotal River Fill Line $ 256,650.00

ELECTRICAL
79 Electroliers (single) 4 EA $ 7,000.00 $ 28,000.00
80 Electroliers (dual headed) 42 EA 12,000.00 $ 504,000.00 81 Joint Trench 8,100 LF 125.00 $ 1,012,500.00
Subtotal Electrical $ 1,544,500.00

MISCELLANEOUS
82 Parkway Landscape Strip 188,800 SF $ 8.00 $ 1,510,400.00 83 Median Landscaping 95,700 SF $ 8.00 $ 765,600.00
84 Landscape (Parcel A60) 16,600 SF $ 8.00 $ 132,800.00 85 Landscape (Parcel A61) 24,400 SF $ 8.00 $ 195,200.00 Subtotal Miscellaneous $ 2,604,000.00
TOTAL CONSTRUCTION COST (nearest $1,000) $ 12,970,000.00 Notes:
1) This estimate does not include surveying, engineering, irigation, or street trees. 2) Unit prices are based on estimated current construction costs and no provision for inflation is included. 6200 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CAS4585 • P 8242238340 = 50c71332 T: 125505-River Islands|Phase 28 - Phase 2 River Islands Pkwy IP!Word & ExcellCost Estimate|PHASE 2 RIP COST ESTIMATE (City Unit Prices).xIsx|PH2 RIP

ENGINEERING
DRAFT ENGINEER'S OPINION OF PROBABLE COST August 12, 2022 RIVER ISLANDS - PHASE 2 Job No.: 25505-29
NW AREA 3 BB ROADS

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

B STREET

STREET WORK
1 Fine Grading 422,700 SF $ 0.45 $ 190,215.00
2 5.5" AC Paving 244,100 SF $ 2.75 $ 671,275.00
3 12" Aggregate Base 244,100 SF 1.80 $ 439,380.00
4 12" Lime Treatment 244,100 SF 1.10 $ 268,510.00
5 Vertical Curb and Gutter (with AB cushion) LF 15.00$ 115,875.00 Type F Median Curb (with AB cushion) LF 18.00 $ 81,630.00 Splitter Island Curb and Gutter (with AB cushion) LF $ 21.00 $ 2,625.00 8 Roundabout Concrete SF 5.00 $ 11,950.00
9 Concrete Sidewalk SF 5.00 $ 319,800.00
10 Handicap Ramps 10 EA $ 2,500.00 $ 25,000.00
11 Bike Ramps EA $ 2,500.00 $ 5,000.00
12 Case F Ramps EA $ 2,500.00 $ 20,000.00
13 Survey Monuments EA $ 300.00 $ 1,500.00
14 Street Barricade EA 1,500.00 $ 10,500.00
15 Traffic Striping & Signage LF 5.00 $ 19,200.00
16 Dewatering (budget) LF 40.00 $ 153,600.00
Subtotal Street Work $ 2,336,060.00

STORM DRAIN
17 Catch Basins (type I inlet) 2 EA 2,400.00 $ 4,800.00 Catch Basins (type / inlet over type I manhole base) 15 EA $ 2,800.00 $ 42,000.00 19 Catch Basins (type I inlet over type ll manhole base) EA 5,000.00 $ 15,000.00 20 Catch Basins (type / inlet over type Ill manhole base) EA 8,000.00 $ 16,000.00 21 Catch Basins (type C inlet) EA 2,000.00 $ 4,000.00
22 Catch Basins (type C inlet over type 1 manhole base) EA 2,800.00 $ 11,200.00 23 15" Storm Drain Pipe (polypropylene) LF 34.00 $ 55,930.00 24 15" Storm Drain Pipe (class RCP) 70 LF 34.00 $ 2,380.00 25 18" Storm Drain Pipe (polypropylene) LF $ 46.00 $ 20,930.00 26 18" Storm Drain Pipe (class V RCP) LF $ 46.00 $ 15,410.00 27 24" Storm Drain Pipe (polypropylene) LF $ 65.00 $ 5,200.00 28 24" Storm Drain Pipe (class VRCP) LF 65.00 $ 3,575.00 29 30" Storm Drain Pipe (class V RCP) LF 80.00 $ 21,600.00 30 36" Storm Drain Pipe (class V RCP) LF $ 95.00 $ 59,850.00 31 48" Storm Drain Pipe (class III RCP) $ 125.00 $ 203,750.00 32 Manholes (type /) 1 EA $ 3,000.00 $ 3,000.00
33 Manholes (type I/) EA 5,000.00 $ 5,000.00
34 Connect to Existing EA 1,700.00 $ 1,700.00
35 Storm Drain Stub & Plug 2 EA $ 1,000.00 $ 2,000.00
Subtotal Storm Drain $ 493,325.00
6300 STONERIDGE MALL RCAD SUITE 330 PLEASANTON CAG4598 • D 825 2238343 • =200€71336€ T: 125505-River IslandsiPhase 29-Phase 2 NW Area 1B Street IP|Word & ExcenCost Estimate|PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE. xISXINW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

SANITARY SEWER
36 8" Sanitary Sewer Pipe (PVC) 440 LF 28.00 $ 12,320.00 37 18" Sanitary Sewer Pipe 3,820 LF 80.00 $ 305,600.00
Manholes (type l) EA 4,000.00 $ 36,000.00
39 Connect to Existing 1 EA 3,000.00 $ 3,000.00
40 Sanitary Sewer Stub & Plug 4 EA 1,000.00 $ 4,000.00
Subtotal Sanitary Sewer $ 360,920.00

WATER SUPPLY
41 8" Water Line (including all appurtenances) (PVC) 550 LF 32.00 $ 17,600.00 42 10" Water Line (including all appurtenances) (PVC) 810 LF 40.00 $ 32,400.00 43 12" Water Line (including all appurtenances) (PVC) 3,155 LF 48.00 $ 151,440.00 2" Water Service 4 EA 2,000.00 $ 8,000.00
45 3" Water Service EA 3,500.00 $ 3,500.00
46 Fire Hydrants 4,000.00 $ 36,000.00
47 10" Resilient Gate Valve • 2,500.00 $ 2,500.00
48 12" Butterfly Valve • r o . . 3,500.00 21,000.00
49 Connect to Existing 4,000.00 $ 4,000.00
50 Temporary Water Blow Off at Stub EA 3,000.00 $ 21,000.00 Subtotal Water Supply $ 297,440.00

NON-POTABLE WATER
51 8" Non-Potable Water Line (including all appurtenances) (PVC) 335 LF $ 35.00 $ 11,725.00 52 10" Non-Potable Water Line (including all appurtenances) (PVC) 3,900 LF 45.00 $ 175,500.00 53 2" Non-Potable Water Service 4 EA 2,000.00 $ 8,000.00 54 3" Non-Potable Water Service 1 EA $ 3,000.00 $ 3,000.00 55 Blow Off Valve EA $ 4,000.00 $ 12,000.00
56 Air Release Valve EA $ 2,500.00 $ 7,500.00
57 10" Resilient Gate Valve MMNr EA
$ 2,500.00 $ 5,000.00
58 Connect to Existing EA $ 3,000.00 $ 3,000.00
59 Temporary Non-Potable Water Blow Off at Stub 4 EA $ 3,000.00 $ 12,000.00 Subtotal Non-Potable Water $ 237,725.00

LAKE FILL LINE
60 16" Lake Fill Line (including all appurtenances) (PVC)| 162 LF $ 50.00 $ 8,100.00 61 24"'' Lake Fill Line (including all appurtenances) (PVC) 2,340 LF 85.00 $ 198,900.00 62 24" Butterfly Valve 2 EA 5,000.00 $ 10,000.00
63 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
64 Temporary Lake Fill Line Blow Off at Stub 1 EA $ 3,000.00 $ 3,000.00 Subtotal Lake Fill Line $ 223,000.00

RIVER FILL LINE
65 24" River Fill Line (including all appurtenances) (PVC) 2,480 LF $ 85.00 $ 210,800.00 66 24" Butterfly Valve 2 EA $ 5,000.00 $ 10,000.00
67 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
68 Temporary River Fill Line Blow Off at Stub 2 EA $ 3,000.00 $ 6,000.00 Subtotal River Fill Line $ 229,800.00
e200 STONERIOGE MALL ROAD SUITE 330 PLEASANTON CA14588 • P 028 223 8340 • = 209 671246# T: 125505-River IslandsiPhase 29 - Phase 2 NW Area 1 B Street IPWord & ExcelCost Estimate|PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE X/SXINW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

ELECTRICAL
69 Electroliers (single) 22 EA 7,000.00 $ 154,000.00
70 Electroliers (dual headed) 19 EA 6A EA EA 12,000.00 $ 228,000.00 71 Joint Trench 4,500 LF 125.00 $ 562,500.00
Subtotal Electrical $ 944,500.00

MISCELLANEOUS
Parkway Landscape Strip 65,000 SF 8.00 $ 520,000.00
73 Median Landscaping 29,900 SF 8.00 $ 239,200.00
74 Landscape (Parcel A39) 7,200 SF 8.00 57,600.00
75 Landscape (Parcel A44) 13,600 SF 8.00 108,800.00
76 Landscape (Parcel A47) 4,800 SF 8.00 38,400.00
77 Landscape (Parcel A50) 32,000 SF 8.00 256,000.00
Landscape (Parcel A53) 8.00 $ 293,600.00
36,700 SF
Subtotal Miscellaneous $ 1,513,600.00
SUBTOTAL B STREET CONSTRUCTION COST $ 6,636,370.00
e300 STONERIDGE MALLROAD SUITE 330, PLEASANTON CAGA588 • P 025 2238340 • =009c712as8 T:125505-River IslandsiPhase 29 - Phase 2 NW Area 1 8 Street IPlWord & ExcelCost Estimate\PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE.xISXINW AREA 1 8B ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

N STREET

STREET WORK
79 Fine Grading 310,000 SF 0.45 $ 139,500.00
80 4.5" AC Paving 140,760 SF $ 2.25 $ 316,710.00
31 8" Aggregate Base 140,760 SF $ 1.20 $ 168,912.00
32 Vertical Curb and Gutter (with AB cushion 8,065 LF $ 15.00 $ 120,975.00 Type F Median Curb (with AB cushion) 435 LF $ 18.00 $ 7,830.00 84 Splitter Island Curb and Gutter (with AB cushion) 110 LF $ 21.00 $ 2,310.00 85 Roundabout Concrete 2,390 SF $ 5.00 $ 11,950.00
86 Concrete Sidewalk 67,000 SF $ 5.00 $ 335,000.00
87 Driveways 3 EA 600.00 $ 1,800.00
88 Handicap Ramps EA 2,500.00 $ 25,000.00
89 Bike Ramps 4 EA 2,500.00 $ 10,000.00
90 Case F Ramps EA $ 2,500.00 $ 15,000.00
91 Survey Monuments EA 300.00 2,700.00
92 Street Barricade EA EA EA GA EA 1,500.00 7,500.00
93 Traffic Striping & Signage LF 5.00 20,500.00
94 Dewatering (budget) LF 40.00 164,000.00
Subtotal Street Work $ 1,349,687.00

STORM DRAIN
95 Catch Basins (type / inlet) 11 EA $ 2,400.00 $ 26,400.00 96 Catch Basins (type I inlet over type / manhole base) EA $ 2,800.00 $ 19,600.00 97 Catch Basins (type 1 inlet over type Il manhole base) EA $ 5,000.00 $ 20,000.00 98 Catch Basins (type C inlet over type I manhole base) EA $ 2,800.00 $ 14,000.00 99 15" Storm Drain Pipe (polypropylene) 480 LF 34.00 16,320.00 100 15" Storm Drain Pipe (class V RCP) 280 34.00 $ 9,520.00 101 24" Storm Drain Pipe (polypropylene) 520 65.00 $ 33,800.00 102 24" Storm Drain Pipe (class V RCP) 390 LF 65.00 $ 25,350.00 103 30" Storm Drain Pipe (polypropylene) 90 LF 95.00 $ 8,550.00 104 42" Storm Drain Pipe (class III RCP) 395 LF $ 120.00 $ 47,400.00 105 Manholes (type 1) EA 3,000.00 $ 3,000.00
106 Manholes (type II) EA 6A 6A EA 5,000.00 $ 5,000.00
107 Storm Drain Stub & Plug EA 1,000.00 $ 1,000.00
Subtotal Storm Drain $ 229,940.00

SANITARY SEWER
108 8" Sanitary Sewer Pipe (PVC) 520 LF $ 28.00 14,560.00 109 12" Sanitary Sewer Pipe (PVC) 1,590 LF $ 42.00 $ 66,780.00 110 15" Sanitary Sewer Pipe (PVC) 80 LF $ 60.00 $ 4,800.00 111 Manholes (type /) 6 EA $ 4,000.00 $ 24,000.00
112 Sanitary Sewer Stub & Plug 3 EA $ 1,000.00 $ 3,000.00 Subtotal Sanitary Sewer $ 113,140.00
6200 STONERIDGE MALL ROAD SUITE 330 PLEASANTON. CA94588 • P 625 2288340 • = 209 5712468 T:125505-River IslandsPhase 29 - Phase 2 NW Area 1 B Street IP/Word & ExcellCost Estimate|PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE. XISXINW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

WATER SUPPLY
113 8" Water Line (including all appurtenances) (PVC) 355 LF 32.00 $ 11,360.00 114 12" Water Line (including all appurtenances) (PVC) 4,090 LF €A tA EA EA 48.00 $ 196,320.00 115 2" Water Service 3 EA 2,000.00 $ 6,000.00
116 3" Water Service 2 EA 3,500.00 $ 7,000.00
117 4" Water Service 2 EA $ 5,000.00 $ 10,000.00
118 Fire Hydrants 10 EA $ 4,000.00 $ 40,000.00
119 Blow Off Valve 4 EA 4,000.00 $ 16,000.00
120 Air Release Valve 4 EA 2,500.00 $ 10,000.00
12" Butterfly Valve 7 EA 3,500.00 $ 24,500.00
122 Temporary Water Blow Off at Stub 4 EA 3,000.00 $ 12,000.00 Subtotal Water Supply $ 333,180.00

NON-POTABLE WATER
123 8" Non-Potable Water Line (including all appurtenances) (PVC) 60 LF 35.00 $ 2,100.00 124 10" Non-Potable Water Line (including all appurtenances) (PVC) 4,200 LF 45.00 $ 189,000.00 125 2" Non-Potable Water Service 3 EA 2,000.00 $ 6,000.00 3" Non-Potable Water Service 2 EA 3,000.00 $ 6,000.00
127 4" Non-Potable Water Service 2 EA 5,000.00 $ 10,000.00 128 Blow Off Valve EA 4,000.00 $ 4,000.00
129 Air Release Valve EA 2,500.00 2,500.00
130 10" Resilient Gate Valve EA 2,500.00 $ 5,000.00
131 Temporary Non-Potable Water Blow Off at Stub 3 EA 3,000.00 $ 9,000.00 Subtotal Non-Potable Water $ 233,600.00

LAKE FILL LINE
132 16" Lake Fill Line (including all appurtenances) (PVC) 1,770 LF 50.00 $ 88,500.00 133 Blow Off Valve 1 EA 4,000.00 $ 4,000.00
134 Air Release Valve 1 EA 2,500.00 2,500.00
135 16" Butterfly Valve 2 EA 4,000.00 $ 8,000.00
136 Temporary Lake Fil Line Blow Off at Stub 1 EA 3,000.00 $ 3,000.00 Subtotal Lake Fill Line $ 106,000.00

ELECTRICAL
137 Electroliers (single) 33 EA 7,000.00 231,000.00
138 Electroliers (dual headed) 4 EA $ 12,000.00 $ 48,000.00 139 Joint Trench 4,400 LF $ 125.00 $ 550,000.00
Subtotal Electrical $ 829,000.00

MISCELLANEOUS
140 Parkway Landscape Strip 80,400 SF $ 8.00 $ 643,200.00 141 Median Landscaping 5,400 SF 8.00 $ 43,200.00
142 Landscape (Parcel A12) 88,200 SF 8.00 $ 705,600.00
143 Landscape (Parcel A27) 107,800 SF EA GA LA EA $

8.00 862,400.00
144 Landscape (Parcel A28) 93,600 SF 8.00 $ 748,800.00
Subtotal Miscellaneous $ 3,003,200.00
SUBTOTAL N STREET CONSTRUCTION COST $ 6,197,747.00
E200 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CA$4588 • P 025223#340 • F 2005712432 T:125505-River IstandsI Phase 29 - Phase 2 NW Area 1 B Street IP/Word & ExcellCost EstimateIPHASE 2 NW AREA 3 BB ROADS COST ESTIMATE XISXNW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

STORNOWAY AVENUE

STREET WORK
145 Fine Grading 111,800 SF $ 0.45 $ 50,310.00
146 5.5" AC Paving 57,700 SF $ 2.75 $ 158,675.00
147 12" Aggregate Base 57,700 SF 1.80 $ 103,860.00
148 12" Lime Treatment EA EA 63,470.00
57,700 SF 1.10 $
149 Vertical Curb and Gutter (with AB cushion) 1,700 LF $ 15.00 $ 25,500.00 150 Type F Median Curb (with AB cushion) 1,620 LF 18.00 $ 29,160.00 151 Concrete Sidewalk 3,335 SF 5.00 $ 16,675.00
152 Handicap Ramps 4 EA $ 2,500.00 $ 10,000.00
153 Bike Ramps EA $ 2,500.00 $ 10,000.00
154 Survey Monuments EA $ 300.00 300.00
155 Street Barricade EA 1,500.00 $ 3,000.00
156 Traffic Striping & Signage 860 LF $ 5.00 $ 4,300.00 157 Dewatering (budget) 860 LF $ 40.00 $ 34,400.00
Subtotal Street Work $ 509,650.00

STORM DRAIN
158 Catch Basins (type l inlet over type / manhole base) 2 EA 2,400.00 $ 4,800.00 159 Catch Basins (type I inlet over type ll manhole base) EA 5,000.00 $ 10,000.00 160 Catch Basins (type C inlet over type / manhole base) EA 2,400.00 $ 4,800.00 161 15" Storm Drain Pipe (polypropylene) 180 LF 34.00 $ 6,120.00 162 24" Storm Drain Pipe (polypropylene) 70 LF 65.00 $ 4,550.00 163 36" Storm Drain Pipe (polypropylene) 465 EA GA GA EA EA EA EA LA EA LA LF 95.00 ) $ 44,175.00
164 42" Storm Drain Pipe (class III RCP) 425 LF 20.00 $ 8,500.00 165 Manholes (type II) 1 EA 5,000.00 $ 5,000.00
166 Connect to Existing -- EA 1,700.00 $ 1,700.00
167 Storm Drain Stub & Plug EA 1,000.00 $ 1,000.00
Subtotal Storm Drain $ 90,645.00

SANITARY SEWER
168 8" Sanitary Sewer Pipe (PVC) 75 LF 28.00 $ 2,100.00 169 15" Sanitary Sewer Pipe 565 LF 60.00 33,900.00
170 Manholes (type /) 3 EA 4,000.00 12,000.00
171 Connect to Existing -- EA 3,000.00 $ 3,000.00
172 Sanitary Sewer Stub & Plug EA 1,000.00 $ 1,000.00
Subtotal Sanitary Sewer $ 52,000.00

WATER SUPPLY
173 8" Water Line (including all appurtenances) (PVC) 195 LF $ 32.00 1 $ 6,240.00 174 12" Water Line (including all appurtenances) (PVC) 840 LF $ 48.00 1 $ 40,320.00 175 Fire Hydrants 2 EA $ 4,000.00 $ 8,000.00
176 12" Butterfly Valve 2 EA $ 3,500.00 $ 7,000.00
177 Connect to Existing 1 EA $ 4,000.00 $ 4,000.00
178 Temporary Water Blow Off at Stub 2 EA $ 3,000.00 $ 6,000.00 Subtotal Water Supply $ 71,560.00
E300 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CAS4585 • P 025 2208340 . = :00 6712468 T:125505-River IslandsiPhase 29 -Phase 2 NW Area 1 B Street IPIWord & ExceliCost Estimate|PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE x/sxINW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

NON-POTABLE WATER
8" Non-Potable Water Line (including all appurtenances) (PVC) 840 LF $ 35.00 $ 29,400.00 180 Air Release Valve 1 EA $ 2,500.00 $ 2,500.00
10" Resilient Gate Valve 1 EA $ 2,500.00 $ 2,500.00
182 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
Subtotal Non-Potable Water $ 37,400.00

ELECTRICAL
183 Electroliers (dual headed) 7 EA $ 12,000.00 84,000.00 184 Joint Trench 1,200 LF $ 125.00 $ 150,000.00
Subtotal Electrical $ 234,000.00

MISCELLANEOUS
185 Parkway Landscape Strip 14,000 SF $ 8.00 $ 112,000.00 186 Median Landscaping 18,500 SF $ 8.00 $ 148,000.00
187 Landscape (Parcel A64) 13,200 SF $ 8.00 105,600.00
Subtotal Miscellaneous $ 365,600.00
SUBTOTAL STORNOWAY AVENUE CONSTRUCTION COST $ 1,360,855.00 :200 STOMERIDGE MALL ROAD SUITE 330 PLEASANTON CAG458S • F 025 223 8340 • = 209 6713368 T:125505-River islands|Phase 29 - Phase 2 NW Area 1 B Street IPIWord & ExcelCost Estimate|PHASE 2 NW AREA 3 BB ROADS COST ESTIMATE.XISXINW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount
B2 STREET

STREET WORK
188 Fine Grading 98,850 SF $ 0.45 $ 44,482.50
189 5.5" AC Paving 54,190 SF $ 2.75 $ 149,022.50
190 12" Aggregate Base 54,190 SF $ 1.80 $ 97,542.00
191 12" Lime Treatment 54,190 SF $ 1.80 $ 97,542.00
192 Vertical Curb and Gutter (with AB cushion) 1,865 LF 15.00 $ 27,975.00 193 Type F Median Curb (with AB cushion) 1,720 LF $ 18.00 $ 30,960.00 194 Concrete Sidewalk 7,820 SF $ 5.00 $ 39,100.00
195 Handicap Ramps 2 EA $ 2,500.00 $ 5,000.00
196 Bike Ramps EA $ 2,500.00 $ 5,000.00
197 Survey Monuments EA $ 300.00 $ 600.00
198 Street Barricade 1 EA $ 1,500.00 $ 1,500.00
199 Traffic Striping & Signage 930 LF $ 5.00 $ 4,650.00 200 Dewatering (budget) 930 LF $ 40.00 $ 37,200.00
Subtotal Street Work $ 540,574.00

STORM DRAIN
201 Catch Basins (type / inlet) EA $ 2,400.00 $ 4,800.00 202 Catch Basins (type I inlet over type I manhole base) EA $ 2,800.00 $ 5,600.00 203 Catch Basins (type C inlet) EA 2,400.00 $ 7,200.00
204 15" Storm Drain Pipe (polypropylene) 180 LF 34.00$ 6,120.00 205 15" Storm Drain Pipe (class V RCP) 70 LF A → A Ą Ą 34.00 $ 2,380.00 24" Storm Drain Pipe (class VRCP) 730 LF 65.00 47,450.00 207 Storm Drain Stub & Plug 1 EA 1,000.00 $ 1,000.00
Subtotal Storm Drain $ 74,550.00

WATER SUPPLY
208 12" Water Line (including all appurtenances) (PVC) 970 LF 48.00 $ 46,560.00 209 Fire Hydrants 2 EA 4,000.00 $ 8,000.00
210 12" Butterfly Valve EA EA EA LA EA EA 3,500.00 $ 7,000.00 211 Connect to Existing N T
EA 4,000.00 $ 4,000.00
212 Temporary Water Blow Off at Stub 1 EA 3,000.00 $ 3,000.00 Subtotal Water Supply $ 68,560.00

NON-POTABLE WATER
213 10" Non-Potable Water Line (including all appurtenances) (PVC) 985 LF $ 45.00 $ 44,325.00 214 Blow Off Valve 1 EA $ 4,000.00 $ 4,000.00
215 Air Release Valve 1 EA $ 2,500.00 $ 2,500.00
216 Connect to Existing 1 EA $ 3,000.00 $ 3,000.00
217 Temporary Non-Potable Water Blow Off at Stub 1 EA $ 3,000.00 $ 3,000.00 Subtotal Non-Potable Water $ 56,825.00

ELECTRICAL
218 Electroliers (dual headed) 5 EA 12,000.00 $ 60,000.00 219 Joint Trench 1,000 LF $ 125.00 $ 125,000.00
Subtotal Electrical $ 185,000.00
€200 STONERIDGE MALL ROADI SUITE 330 PLEASANTON CASAESS • ĐIGES2236340 • =0005312a6# T: 125505-River IslandsIPhase 29 - Phase 2 NW Area 1 B Street IP Word & ExcenCost EstimatelPHASE 2 NW AREA 3 BB ROADS COST ESTIMATE XISXNW AREA 1 BB ROADS

ENGINEERING
Item Description Quantity Unit Unit Price Amount

MISCELLANEOUS
220 Parkway Landscape Strip 15,800 SF $ 8.00 126,400.00 221 Median Landscaping 6,600 SF $ 8.00 $ 52,800.00
Subtotal Miscellaneous $ 179,200.00
SUBTOTAL B2 STREET CONSTRUCTION COST $ 1,104,709.00
TOTAL CONSTRUCTION COST (nearest $1,000) $ 15,300,000.00 1) This estimate does not include surveying or engineering. Estimated cost for landscaping and irrigation may change with final plan approval. 2) Unit prices are based on estimated current construction costs and no provision for inflation is included. 6:00 STONERIDGE MALL ROAD SUITE 330 PLEASANTON CA94588 • P S25.223 8340 • =c006712168 T:125505-River IslandsiPhase 29-Phase 2NWArea 1B Street IPWord & ExcelCost Estimate|PHASE 2NW AREA 3 BB ROADS COST ESTIMATE.x/sINW AREA 1 BB ROADS

JOINT ESCROW INSTRUCTIONS ATTACHMENT
RECORDATION OF FINAL MAPS "E"
(RIVER ISLANDS AT LATHROP)
March 25, 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 3 Large Lot Final Map 4205; Escrow No. 1214023243
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 June 30, 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 December 31, 2024, 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 4205, 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]); (d) Salvador Navarrete ([email protected]; (e) Sandra Lewis ([email protected]), and 1 JOINT ESCROW INSTRUCTIONS

RECORDATION OF FINAL MAPS
(RIVER ISLANDS AT LATHROP)
have confirmation (by telephone or email) 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 been fully executed and, where applicable, acknowledged, and you have attached all legal descriptions or have confirmed that all exhibits and legal descriptions are attached; 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; C.5. You have delivered a copy of these instructions, executed by an authorized signatory of ORTC with authority to bind ORTC, and initialed all pages, by email transmission (with original hard copy to follow by U.S. Mail) to Debbie Belmar and Brad Taylor at the email addresses set forth above; and C.6. You have received confirmation (by email or other writing) from Susan Dell'Osso and Stephen Salvatore or Brad Taylor to record the Recordation Documents and complete the Transaction.

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 cronological 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;
Refund any funds delivered to you by Califia that are not disbursed at the time of the final Closing pursuant to these Escrow Instructions to the following entity and address:

Califia, LLC
73 W. Stewart Road
Lathrop, CA 95330
Attn: Susan Dell'Osso
D.5. Notify Susan Dell'Osso ([email protected]), Debbie Belmar ([email protected]), Brad Taylor ([email protected]), Sandra Lewis ([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) i certified copy of the Recordation Documents, showing a ecording 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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