City Council and Concurrent Authorities
November 18, 2025

059-050-07059-050-08
059-080-21
120-020-02
084-05-25
084-05-26
084-05-03
084-05-01084-05-02
084-040-07
084-040-05
084-040-01
084-040-02
084-040-03
084-040-04
084-05-21084-05-15084-05-18084-05-19
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STOP
SNS
R1-1

LOWER SACRAMENTO ROAD

EIGHT MILE ROAD

MARLETTE ROAD

WEST LANE
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A"
STREET "D"
STREET "E"STREET "W"
STREET "V"
STREET "BG"
STREET "BO"
STREET "BR"
STREET "AS"
STREET "AV"
STREET "AK"
STREET "AJ"
STREET "AH" STREET "AC"
STREET "AD"
STREET "T"
STREET "P"
STREET "Q"
STREET "BK"
STREET "AY"
STREET "AQ"
STREET "AO"
STREET "AG"
STREET "Y"
STREET "L"
STREET "S"
STREET "Y"
STREET "AR"
STREET "BA"
STREET "BB"
STREET "Y"
STREET "BE"
STREET "BF"
STREET "Z"
STREET "AL"
STREET "BN" STREET "C"
STREET "N"
STREET "C"
STREET "C"
STREET "C"
STREET "O"
STREET "T"
STREET "Y"
STREET "BG"
STREET "BT"
STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ"
STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "Y"
STREET "AG"
STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT"
STREET "BJ"
STREET "G"
STREET "AM"
STREET "C"
STREET "AB"
STREET "I"
STREET "M"

WEST LANE
LeBARON RANCH SUBDIVISION

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON, CALIFORNIA
A. REGULATORY AGENCY:CITY OF STOCKTON
345 N. EL DORADO STREET
STOCKTON, CA 95202
T: (209) 937-8444
CONTACT: NICOLE MOORE
B. OWNER/ APPLICANT:BEAR CREEK VENTURES
4670 WILLOW ROAD, SUITE 200
PLEASANTON, CA. 94588
T: (925) 463-1122
CONTACT: STEPHEN MILLER
C. ENGINEER:NORTHSTAR ENGINEERING GROUP, INC
620 12th STREET
MODESTO CA, 95354
T: (209) 524-3525
CONTACT: TONY DE MELO AND MALLORIE FENRICH
D. ASSESSOR'S PARCEL NUMBER:
084-050-06, 07, 08, 14, 27, & 28
E. EXISTING LAND USE:VACANT LAND AND ROW CROPS
F. PROPOSED LAND USE:

SINGLE FAMILY HOMES, PARKS, OPEN SPACE,MEDIUM

DENSITY RESIDENTIAL AND HIGH DENSITY RESIDENTIAL
G. EXISTING ZONING/GP:AU-20/ R/L
H. PROPOSED ZONING/GP:PER PLANNED DEVELOPMENT (P.D.)
I. TOTAL PROJECT SIZE:237.1± ACRES
J. NET ACREAGE:207± ACRES
K. TOTAL NUMBER OF SINGLE
1,217
FAMILY LOTS:

L. DENSITY:5.2 UNITS/DU (SINGLE FAMILY)
M. TYPICAL LOT SIZE(R-1 LOTS):
45' X 75', 50' X 80', 50' X 100', 60' X 100'
N. MAXIMUM FOOTPRINT COVERAGE:

PER PURD
O. PARKING:MINIMUM TWO CAR GARAGE, AND TWO DRIVEWAY

SPACES PER LOT
P. CONTOURS:

1.0-FOOT INTERVALS, PER AERIAL SURVEY PREPARED BY
TRIMBLE ON SEPTEMBER 3, 2021.

Q. UTILITIES:WATER SYSTEM -

CITY OF STOCKTON

SANITARY SEWER - CITY OF STOCKTON

STORM DRAINAGE - CITY OF STOCKTON

GAS - PG&E

ELECTRIC - PG&E

TELEPHONE - AT&T

SCHOOL DISTRICT - LODI UNIFIED SCHOOL DISTRICT

PROJECT INFORMATION
0 1" =
300150300
300'

1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER CITY OF STOCKTON STANDARD PLANS AND SPECIFICATIONS EXCEPT AS NOTED.

2. STORM DRAINAGE: TO UTILIZE ONSITE STORM DRAINAGE BASIN AND PUMP STATION TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS.

3. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS.

4. WATER SYSTEM TO BE CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS.

5. STREET LIGHTING SHALL BE INSTALLED PER CITY OF STOCKTON STANDARDS AND SPECIFICATIONS.

6. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS.

7. THE SUB-DIVIDER HEREBY RESERVES THE RIGHT TO FILE "MULTIPLE SUBDIVISION MAPS" AS SET FORTH BY THE SUBDIVISION MAP ACT, ARTICLE 4, SECTION 66456.1., AND FILE PARCEL MAPS FOR REASON OF SALE. ALL PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP.

8. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL IN-TRACT STREET FRONTAGES.

9. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED. SEPTIC TANKS, LEACH FIELDS, AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY REQUIREMENTS.

10. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL POST-CONSTRUCTION BMP'S.

11. ALL LOT SIZES, DIMENSIONS, HEIGHT, BUILDING COVERAGE, DEPTH AND WIDTH RATIOS ARE TO BE IN ACCORDANCE WITH THE PROPOSED PLANNED UNIT RESIDENTIAL DEVELOPMENT (PURD) GUIDELINES FOR LEBARON RANCHES.

12. FINAL BASIN AND OVERFLOW BASIN DESIGN AND CROSS SECTIONS TO BE PER THE LEBARON RANCH MASTER PLANS.

GENERAL NOTES

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:11 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.1.dwg TM1.1
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

COVER SHEET

AS SHOWN
FILED AS A TENTATIVE MAP THIS DAY OF202_.

FEE $

COMMUNITY DEVELOPMENT DEPARTMENT

APPROVED BY THE CITY ENGINEER OF THE CITY OF STOCKTON THISDAY OF 202_.

CITY ENGINEER
APPROVED BY THE STOCKTON CITY COUNCIL BY RESOLUTION NO. _______ THIS ____ DAY OF ____, 202_.

CITY COUNCIL APPROVAL

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT

STORM DRAIN (MAIN)

STORM DRAIN MAINTENANCE HOLE

CURB INLET

WATER (MAIN)

WATER VALVE

FIRE HYDRANT

SEWER MAINTENANCE HOLE

SEWER (MAIN)

PHASE LINE

INDEX CONTOUR

INTERMEDIATE CONTOUR

INDEX DEPRESSION

INTERMEDIATE DEPRESSION

APPROXIMATE INDEX

APPROXIMATE INTERMEDIATE
APPROX. INDEX DEPRESSION
APPROX. INTERMEDIATE DEPRESSION

TOP BACK OF CURB

TOP FRONT OF CURB

CURB FLOWLINE

GUTTER (CONCRETE EDGE)

CONCRETE

EDGE OF PAVEMENT DIRT ROAD

JEEP/FOOT TRAIL

CURB CUT

MISC/ROW LANDSCAPE CURBING
BRIDGE

HANDICAP RAMP

RETAINING WALL

FENCE ON RETAINING WALL
FENCE

APPROXIMATE FENCE

BLOCK WALL

MEDIAN WALL

STONE WALL

GUARD RAIL

HAND RAIL

WATER EDGE

INTERMITTENT DRAINAGE
MARSH

CULVERT HEADWALL

CULVERT PIPE
DRAINS

DRAIN INLETS

ABOVE GROUND PIPELINE

FLOODGATE

DAM/LEVEE

BRUSHLINE

TREELINE

TREES CONIFER/DECIDUOUS

PALM TREE/CACTUS

BUSH SYMBOL

RAILROAD UTILITY BOX/ VAULT

RAILROAD SIGNAL

RAILROAD SWITCH LEVER

RAILROAD TRACK

LIGHT POLE/ARM

LIGHT POLE

POWER POLES

POLE ANCHOR

TRAFFIC SIGNAL

CROSSWALK SIGNAL

TRANSMISSION TOWER

FIRE HYDRANT

VALVE COVER

MANHOLE

MAIL BOX
POST

BILLBOARD

SIGN/BUSINESS SIGN
UTIL. VAULT/BOX
SAT. DISH

BUILDING

TANKS / SILOS

COVERED AREA

TRAILER
SHED
BLDG. UNDER CONSTR.

FOUNDATION
DECK
STEPS
POOL

PLANTER
GOLF
MINING

PAINT STRIPING

MISCELLANEOUS

SPEED BUMP

CATTLE GUARD

PHOTO CONTROL

GROUND OBSCURED

CONTAINMENT LINE
Ex8"W
WV
8"W
WV
N/A
N/A
XXXXX
N/A
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N/A
N/A
N/A
N/A
N/A
N/A
N/A
Ex12"SS
Ex12"SD12"SD
12"SS
N/A
N/A

SHEET INDEX

1. TM1.1 COVER SHEET

2. TM1.2 TYPICAL CROSS-SECTIONS

3. TM1.3 OFF-SITE GEOMETRIC PLAN LOWER SACRAMENTO ROAD

4. TM1.4 OFF-SITE GEOMETRIC PLAN EIGHT MILE ROAD

5. TM1.5 OFF-SITE GEOMETRIC PLAN EIGHT MILE ROAD

6. TM1.6 OFF-SITE GEOMETRIC PLAN WEST LANE

7. TM1.7 OFF-SITE GEOMETRIC PLAN MARLETTE ROAD

8. TM1.8 OFF-SITE GEOMETRIC PLAN MARLETTE ROAD

9. TM2.1 TOPOGRAPHIC SURVEY

10. TM2.2 TOPOGRAPHIC SURVEY

11. TM2.3 TOPOGRAPHIC SURVEY

12. TM3.1 DIMENSION PLAN

13. TM3.2 DIMENSION PLAN

14. TM3.3 DIMENSION PLAN

15. TM4.1 UTILITY PLAN

16. TM4.2 UTILITY PLAN

17. TM4.3 UTILITY PLAN

18. TM4.4 INTERIM ON-SITE STORMWATER STORAGE PLAN

19. TM4.5 INTERIM ON-SITE MAJOR STORM DRAINAGE INFRASTRUCTURE PLAN

20. TM5.1 WID CONCEPTUAL INFRASTRUCTURE PLAN

21. TM5.2 ALTERNATIVE PROJECT LAYOUT

22. TM6.1 TRAFFIC CIRCULATION AND CALMING PLAN

23. TM7.1 PHASE 1 - 229 LOTS DETAILED PHASING PLAN

24. TM7.2 PHASE 2 - 213 LOTS DETAILED PHASING PLAN

25. TM7.3 PHASE 3 - 270 LOTS DETAILED PHASING PLAN

26. TM7.4 PHASE 4 - 214 LOTS DETAILED PHASING PLAN

27. TM7.5 PHASE 5 - 212 LOTS DETAILED PHASING PLAN

28. TM7.6 PHASE 6 - 79 LOTS DETAILED PHASING PLAN

29. TM7.7 PHASE 7 - FUTURE APARTMENT SITE

ATTACHMENT D
E1
-
C1
-
E3
-
-
D2E4
-
C2
-
E2
-
-
D3
D3-
E4
-
D2
-
C2
-
E2
-
D1-
D2 -
D3
-
E4
-
B1
-
-
C2
B2
-

EIGHT MILE ROAD

LOWER SACRAMENTO ROAD

MARLETTE ROAD

WEST LANE
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA"
STREET "BC" STREET "BD"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A"
STREET "D"
STREET "E" STREET "W"
STREET "V"
STREET "BG"
STREET "BO"
STREET "BR"
STREET "AS"
STREET "AV"
STREET "AK"
STREET "AJ"
STREET "AH"STREET "AC"
STREET "AD"
STREET "T"
STREET "P"
STREET "Q"
STREET "BK"
STREET "AY"
STREET "AQ"
STREET "AO"
STREET "AG"
STREET "Y"
STREET "L"
STREET "S"
STREET "Y"
STREET "AR"
STREET "BA"
STREET "BB"
STREET "Y"
STREET "BE"
STREET "BF"
STREET "Z"
STREET "AL"
STREET "BN"
STREET "C"
STREET "N"
STREET "C"
STREET "C"
STREET "C"
STREET "O"
STREET "T"
STREET "BT"
STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ"
STREET "X"
STREET "AX"STREET "AW"STREET "AU"
STREET "AG"STREET "AG"
STREET "C"
STREET "AN"
STREET "AT"
STREET "BJ"
STREET "G"
STREET "AM"
STREET "C"
STREET "AB"
STREET "I"
STREET "M"
STREET "Y"
STREET "G"

MARLETTE ROAD

EIGHT MILE ROAD

MARLETTE ROAD

WEST LANE
K
-
54' R/W LOCAL STREET

TYPICAL RESIDENTIAL STREETA

NOT TO SCALE
54'
17'
27' C/L

2.0% 2.0%
F/C5' 17' F/C
27'
LS
AREA
R/W
SIDE-
WALK
5'
R/W
5'
LS
AREA
SIDE-
WALK
5'10'
P.U.E.
10'
P.U.E.

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
TYPICAL ENTRY STREET CONNECTIOND1 NOT TO SCALE
45'
17'
27' C/L
F/C5' 17' F/C
18'
LS
AREA
R/W
SIDE-
WALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'
27'C/L
F/C17'F/C
18'
R/W
1' 5'
LS
AREA
SIDE-
WALK
5'MEANDERING
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

PROPOSED LOTSPROPOSED LOTS
TYPICAL ENTRY STREET CONNECTION WITH WALLD2

NOT TO SCALE
45'
17'
27' C/L
F/C5' 17' F/C
18'
LS
AREA
R/W
SIDE-
WALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'

26.98'C/L
F/C17'F/C

18.02'
R/W
1' 5'
LS
AREA
SIDE-
WALK
5'MEANDERING
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

PROPOSED LOTSPROPOSED LOTS

MASONRY WALL
TYPICAL ENTRY STREET CONNECTION WITH WALLD3 NOT TO SCALE 45'
17'
27' C/L
F/C5' 17' F/C
18'
LS
AREA
R/W
SIDE-
WALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'
27'C/L
F/C17'F/C
18'
R/W
1' 5'
LS
AREA
SIDE-
WALK
5'MEANDERING
AREA

LANDSCAPE
AREA

LANDSCAPE
AREA

PROPOSED LOTSPROPOSED LOTS

MASONRY WALLMASONRY WALL

TYPICAL IN-TRACT COMMUNITY CONNECTION

NOT TO SCALE
45'
17'
27' C/L
F/C 17' F/C
18'
R/W R/W 30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDE-
WALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
AREA1'PROPOSED
PARK

MASONRY WALL
E1
7:1

UPLAND AREA

OVERFLOW BASIN SIDE SLOPE
VARIES FROM 7:1 TO 10:1

OVERFLOW BASIN BOTTOM
MAX

TYPICAL IN-TRACT COMMUNITY CONNECTION

NOT TO SCALE
45'
17'
27' C/L
F/C 17' F/C
18'
R/W R/W 30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDE-
WALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
AREA1'

MASONRY WALL
E4
10'
P.U.E.

PROPOSED
LOTS
4" AB ACCESS ROAD
LL LL
VARIES ±539' - ±562' STORAGE BASIN
36' VARIES ±359' - ±369'72' 56' 14' 6'
LL LL
424' 30'
PASEO

2.0%

2.0%
14' OVERFLOW BASIN / PARK AREA
4" AB ACCESS ROAD

SEE CROSS SECTION LSTORAGE BASIN SIDE SLOPE

STORAGE BASIN SIDE SLOPE

STORAGE BASIN BOTTOM

OVERFLOW BASIN BOTTOM

OVERFLOW BASIN

SIDE SLOPE

VARIES FROM
7:1 TO 10:1
3:1 MAX
3:1 MAX
7:1 MAX
BASIN 150% STORAGE ZONE HWL
STORAGE VOLUME = 42.74 AC-FT

BASIN / PARK CROSS SECTIONK NOT TO SCALE
59' R/W ENTRY STREET WITH MEDIAN AT WEST LANEC1 NOT TO SCALE 59'
17'
34'
C/L
F/C5'
LS
AREA
R/W
SIDE-
WALK
5'
R/W

MASONRY WALL
17' F/C7' 10'
LS
AREA
25'
10'

MEANDERING
AREA
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
10'
LS
AREA
1'

PROPOSED LOTS
59' R/W ENTRY STREET AT MARLETTE ROADC2 NOT TO SCALE
59'
17'
34' C/L
F/C5'
LS
AREA
R/W
SIDE-
WALK
5'
R/W

MASONRY WALL
17' F/C 10'
LS
AREA
25'
10'

MEANDERING
AREA
10'
LS
AREA
1'

PROPOSED LOTS
7'
LS
AREA
P/L
P/L
23'
23'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
54'
17'5'10'
27'

2.0%
R/WR/W
SIDE-
WALK
P.U.E.

2.0%
C/L
F/C5' 17' F/C
27'

PROPOSED SIDEWALK
54' R/W LOCAL STREET AT BASINB1 NOT TO SCALE

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
5'
LS
AREA
5'
38'
3:1
VARIES
4" AB ACCESS ROAD
24'

LANDSCAPE
2' 12'

2.0%

DRAINAGE BASIN SIDE SLOPE

BASIN FENCE
BASIN
LS
AREA
54'
17'5'10'
27'

2.0%
R/WR/W
SIDE-
WALK
P.U.E.

2.0%
C/L
F/C5' 17' F/C
27'

PROPOSED SIDEWALK

TO BE CONSTRUCTED WITH

PARK IMPROVEMENTS
54' R/W LOCAL STREET AT PARKSB2 NOT TO SCALE

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
10'
LS
AREA

PROPOSED PARK

UPLAND AREA
7:1
VARIES

OVERFLOW BASIN SIDE SLOPE
VARIES FROM 7:1 TO 10:1

OVERFLOW BASIN BOTTOM
MAX
BASIN
10'

2.0%
4" AB
ACCESS
ROAD

BASIN CHAIN

LINK FENCE
12' 2'

BASIN ACCESS ROAD CROSS-SECTIONL NOT TO SCALE
20'
10'PL
3:1

2.0%

OVERFLOW BASIN / PARK
TYPICAL IN-TRACT COMMUNITY CONNECTIONE2
45'
17'
27'C/L
F/C17'F/C
18'
R/WR/W30'
P/L
10'10'10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDE-
WALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
AREA 1'

PROPOSED LOTS

MASONRY WALL MASONRY WALL

NOT TO SCALE
TYPICAL IN-TRACT COMMUNITY CONNECTIONE3
45'
17'
27' C/L
F/C 17' F/C
18'
R/W R/W 30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDE-
WALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
AREA1'

PROPOSED LOTS

MASONRY WALLMASONRY WALL

NOT TO SCALE
0 1" =
300 150 300
300'

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:33 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.2.dwg TM1.2
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

TYPICAL CROSS-SECTIONS

AS SHOWN

1. ALL INTERIOR STREETS WITHOUT A CALL OUT ARE TO BE CROSS SECTION A.

NOTES

ATTACHMENT D
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
PP
SP
PP
PP
SP
PP
PPPP
ICV
ICV
ICV
ICV
ICVICV
ICV
ICV
ICV
ICV
ICV
ICV
SP
F1
-
F2
-
MAIL
SP
SP
SP
SP
SP
SP
SP
PP
PP
PP
PP
PP
ICV
ICV
ICV
ICV
ICV

ICV ICV
99' MAJOR ARTERIAL - LOWER SACRAMENTO ROAD
LOWER SACRAMENTO ROAD AS NOTEDF2
40'
99'

PROPOSED
R/W
EX.

C/L40'19'
5'

LS AREA
8'

SIDEWALK
12'

TRAFFIC LANE
11'

TRAFFIC LANE
12'

TRAFFIC LANE
7' 7'

STRIPED MEDIAN
2' LANDCAPE AREA
2'
±42'
EX. PAVEMENT

NOT TO SCALE
EX.

R/W
8'
SAWCUT
EX.

R/W

NOT TO SCALE
139' MAJOR ARTERIAL - LOWER SACRAMENTO ROAD
LOWER SACRAMENTO ROAD AS NOTEDF1
58'
139'

PROPOSED
R/W
EX.

C/L
40'
5'

LS AREA
8'

SIDEWALK
EX.

DECORATIVE
WALL
12'

TRAVEL LANE
12'

TRAVEL LANE
8'
EX
R/W
2' LANDCAPE AREA
±72'
EX. ROADWAY
EX.

R/W
±16'
EX. LANDSCAPE AREAEX.

SIDEWALK
4'
17'

DEDICATION

CURB AND GUTTER

PER CITY STANDARDS
6'

CLASS IV

BIKE LANE
12'

TRAVEL LANE MEDIAN

MEDIAN CURB

PER CITY STANDARDS

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:14 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.3
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION
0 1" =
502550
50'

OFF-SITE GEOMETRIC PLAN

LOWER SACRAMENTO ROAD

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

SEE BELOW LEFT

SEE ABOVE RIGHT

LOWER SACRAMENTO ROAD

MARLETTE ROAD
(SEE SHEET TM1.8)

LOWER SACRAMENTO ROAD

ATTACHMENT D
PP
PP
PP
PP
PP
PP
ICV
G1
-
G1
-
81' MAJOR ARTERIAL - EIGHT MILE ROAD
G1

NOT TO SCALE
12'8'
C/L

CURB AND GUTTERPER CITY STANDARDS

SIDEWALK

TRAVEL LANE
R/W2'
PL
30'
8'12'10'

CLASS I

BIKE PATH

LANDSCAPE
SWALE
LANDSCAPE LOT "A"
6'

DECORATIVE
WALL
5'
LS
AREA
12'

TRAVEL LANE

CLASS IVBIKE LANE
12'

TRAVEL LANE
EX
R/W
12'

TRAVEL LANE
2' 8'
EP
8'
14'67'
81'
51'
(DRAINAGE DITCH MAINTENANCE AREA)
162'
81'

EXISTING SLOUGH

SLOUGH BARRICADE
±10'
±26'±15'
EX. BENCH EX. WID DITCH EX. BENCHLANDSCAPE

SETBACK

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 14:08 PLOTTED BY: Taguilar
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.4
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

OFF-SITE GEOMETRIC PLAN

EIGHT MILE ROAD

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

EIGHT MILE ROAD
(SEE SHEET TM1.5)

EIGHT MILE ROAD
0 1" =
502550
50'

ATTACHMENT D
MAIL
PP
PP
PP
PP
PP
JP
SP
JPSP
ICV
ICV
ICV
ICV
ICV
G3
-
G2
-
129' MAJOR ARTERIAL AT INTERSECTION - EIGHT MILE ROAD
G3

NOT TO SCALE
12'
12'
12'8'
129'
C/L

CURB AND GUTTERPER CITY STANDARDS

CANAL BARRICADE

SIDEWALK

TRAVEL LANE

TRAVEL LANE
12' 4'
12'

STRIPED MEDIAN
4'
10'
26'
BENCH

REALIGNED IRRIGATION DITCH
R/W

TURN LANE

TURN LANE

RIGHT TURN LANE
2' 6'

CLASS IVBIKE LANE
PL
30'
8'12'10'

LANDSCAPE

SETBACK

CLASS I

BIKE PATH

LANDSCAPE
SWALE
81' MIN.

LANDSCAPE LOT "A"
±15'
BENCH
6'

DECORATIVE
WALL
51'
(DRAINAGE DITCH MAINTENANCE AREA)
5'

LS AREA
12'

TRAVEL LANE
12' 2'

TRAVEL LANE
EX
R/W
36'89'
18'
EP
81' MAJOR ARTERIAL - EIGHT MILE ROAD
G2

NOT TO SCALE
12'
8'
C/L

CURB AND GUTTERPER CITY STANDARDS

CANAL BARRICADE

SIDEWALK

TRAVEL LANE
10'
26'
BENCH

REALIGNED IRRIGATION DITCH
R/W2'
PL
30'
8'12'10'

CLASS I

BIKE PATH

LANDSCAPE
SWALE
LANDSCAPE LOT "A"
±15'
BENCH
6'

DECORATIVE
WALL
5'LS
AREA
12'

TRAVEL LANE

CLASS IVBIKE LANE
12'

TRAVEL LANE
EXR/W
12'

TRAVEL LANE
2' 8'
EP
8'
14'
67'
81'
51'
(DRAINAGE DITCH MAINTENANCE AREA)
162'
81'

LANDSCAPE

SETBACK

OFF-SITE GEOMETRIC PLAN

EIGHT MILE ROAD

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

WEST LANE
(SEE SHEET TM1.6)
0 1" =
502550
50'

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 14:09 PLOTTED BY: Taguilar
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.5
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

EIGHT MILE ROAD
(SEE SHEET TM1.4)

EIGHT MILE ROAD

ATTACHMENT D
PP
PP
JP
SP JP
SP
PP
PP
PP
PP
PPPP
ICV
ICV
ICV
ICV
H1
-
H2
-
ELB
PP
PPPP
PP
PP
PP
PP
PP
ICV
H3
-
H2
-
159' MAJOR ARTERIAL AT INTERSECTION - WEST LANE
WEST LANE AS NOTED H1

NOT TO SCALE
4' TURN ISLAND
R/W
EX.

C/L77'

CLASS IV

BIKE LANE
36' 8'
EX. ROADWAY
(PER TRA VIGNE TENTATIVE MAP)
66'15'
EX. SIDEWALK/

LANDSCAPE

PROPOSED WID EASEMENT
36" - 48"
MAX. DIA.
30'
6'
LAND-

SCAPING
10'
CLEAR
55'
6'

DECORATIVE
WALL
EX.

DECORATIVE
WALL
8'
2' MIN. LANDSCAPING

MEANDERING

SIDEWALK
EX.

R/W 27'

DEDICATION
1'
R/W
EX. DECORATIVE
PAVEMENT MEDIAN EX. MEDIAN CURB
149' MAJOR ARTERIAL - WEST LANE
WEST LANE AS NOTEDH2

NOT TO SCALENOT TO SCALE
R/W
EX.

C/L67'
8' 8' 8'

CLASS IV

BIKE LANE
36' 8'
ISLAND
EX.

DECORATIVE
WALL
EX. ROADWAY
(PER TRA VIGNE TENTATIVE MAP)
EX. MEDIAN CURB
44'15'
EX. SIDEWALK/

LANDSCAPE
2' MIN. LANDSCAPING

MEANDERING

SIDEWALK

PROPOSED WID EASEMENT
R/W
EX.

R/W 27'

DEDICATION
36" - 48"
MAX. DIA.
30'
6'
LANDS-
CAPING
10'
CLEAR
55'
6'

DECORATIVE
WALL
1'
EX. LANDSCAPE
MEDIAN
149' MAJOR ARTERIAL AT INTERSECTION - WEST LANE
WEST LANE AS NOTED H3

NOT TO SCALE
4' TURN ISLAND
R/W
EX.

C/L67'
8'

TURN LANE
48' 12'
EX. ROADWAY
(PER TRA VIGNE TENTATIVE MAP)
44'15'
EX. SIDEWALK/

LANDSCAPE
5'

MEANDERING

SIDEWALK

PROPOSED WID EASEMENT
R/W
EX.

R/W 27'

DEDICATION
36" - 48"
MAX. DIA.
30'
7'
55'
6'

DECORATIVE
WALL
EX.

DECORATIVE
WALL
6'

CLASS IV

BIKE LANE
EX. MEDIAN CURB
LAND-

SCAPING
LAND-

SCAPING
EX. DECORATIVE

PAVEMENT MEDIAN

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:16 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.6
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION
0 1" =
502550
50'

OFF-SITE GEOMETRIC PLAN

WEST LANE

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

SEE BELOW LEFT

SEE ABOVE RIGHT

WEST LANE

WEST LANE

MARLETTE ROAD
(SEE SHEET TM1.7)

EIGHT MILE ROAD
(SEE SHEET TM1.4)

STREET Y
(SEE SHEET TM1.2)

STREET Y
(SEE SHEET TM1.2)

ATTACHMENT D
PPPP
PP
J3
-
J2
-
SP
SP
SP
SP
SP
ELB
ELB
PP
PP
PP
PP
JP
SP
ICV
ICV
ICV
ICV
ICVICV
J1
-
PROPOSED EX.

PROJECT

BOUNDARY

MARLETTE ROAD
NOT TO SCALEJ3
79'
MIN.8'
LS
AREA

SIDEWALK
15'
MIN. 12'

3.5'3.5'
6' DECORATIVE
WALL
24'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
12'
40'

TRAVEL LANETRAVEL LANE
C/L
2' SHOULDER
F/C

PROPOSED
R/W
EX. W.I.D.

IRRIGATION CANAL
EX.

R/W
50'
129'
NOTE: WID TO PROVIDE MAINTENACE

FOR THEIR FACILITIES
EX. WID EASEMENT
30'

WID TO PROVIDE

MAINTENANCE FOR

UNIMPROVED

ADJOINING AREAAC DIKE TYPE E

PER CALTRANS
STANDARD PLAN A87B

PROJECT

BOUNDARY

MARLETTE ROAD
NOT TO SCALEJ2
79'
MIN.8'
LS
AREA

SIDEWALK
15'
MIN. 12'

3.5'3.5'
6' DECORATIVE
WALL
24'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
12'
40'

TRAVEL LANETRAVEL LANE
C/L
2' SHOULDER
F/C

PROPOSED
R/W
EX. W.I.D.

IRRIGATION CANAL
NOTE: WID TO PROVIDE MAINTENACE

FOR THEIR FACILITIES
EX. WID EASEMENT
30'

WID TO PROVIDE

MAINTENANCE FOR

UNIMPROVED

ADJOINING AREAAC DIKE TYPE E

PER CALTRANS
STANDARD PLAN A87B

PROJECT

BOUNDARY

MARLETTE ROAD
NOT TO SCALEJ1

3.5'
MIN.8'
LS
AREA

SIDEWALK
15'

3.5'
MIN. 12'
24'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
12'
VARIES
79' - 158'

TRAVEL LANETRAVEL LANE
C/L
2' SHOULDER
F/C

PROPOSED
R/W
VARIES
119' - 198'
EX.

R/W
40'
EX. W.I.D.

IRRIGATION CANAL
NOTE: WID TO PROVIDE MAINTENACE

FOR THEIR FACILITIES
EX. WID EASEMENT
30'

AC DIKE TYPE E

PER CALTRANS
STANDARD PLAN A87B

WID TO PROVIDE

MAINTENANCE FOR

UNIMPROVED

ADJOINING AREA

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:17 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.7
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION
0 1" =
502550
50'

OFF-SITE GEOMETRIC PLAN

MARLETTE ROAD

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

SEE BELOW RIGHT

SEE ABOVE LEFT

MARLETTE ROAD

MARLETTE ROAD
(SEE SHEET TM1.7

MARLETTE ROAD

LOWER SACRAMENTO ROAD
(SEE SHEET TM1.3)

STREET A
(SEE SHEET TM1.2)

ATTACHMENT D
PP
PP
J4
-
J2
-
J2
-
J3
-
MEDIAN

MARLETTE ROAD
NOT TO SCALEJ4
6' DECORATIVE
WALL
32'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
16'
27'

TRAVEL LANE
C/L

PROPOSED
R/W
12' 12'

TRAVEL LANE RIGHT TURN
LANE
F/C
7' 12'

PROJECT

BOUNDARY

2.0%

LEFT TURN
LANE
2'
59'
79'
112'
F/C

PROPOSED
R/W
VARIES
0' - 33'
VARIES
15' - 51'
VARIES

3.5' - 38'
8'

SIDEWALK
LOT U

LANDSCAPE AREA
VARIES

3.5' - 5'
LS
AREA

LANDSCAPE MEDIAN

PROJECT

BOUNDARY

MARLETTE ROAD
NOT TO SCALEJ2
79'
MIN.8'
LS
AREA

SIDEWALK
15'
MIN. 12'

3.5'3.5'
6' DECORATIVE
WALL
24'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
12'
40'

TRAVEL LANETRAVEL LANE
C/L
2' SHOULDER
F/C

PROPOSED
R/W
EX. W.I.D.

IRRIGATION CANAL

PROPOSED
NOTE: WID TO PROVIDE MAINTENACE

FOR THEIR FACILITIES
EX. WID EASEMENT
30'

WID TO PROVIDE

MAINTENANCE FOR

UNIMPROVED

ADJOINING AREAAC DIKE TYPE E

PER CALTRANS
STANDARD PLAN A87B

PROJECT

BOUNDARY

MARLETTE ROAD
NOT TO SCALEJ3
79'
MIN.8'
LS
AREA

SIDEWALK
15'
MIN. 12'

3.5'3.5'
6' DECORATIVE
WALL
24'

2.0%

CURB AND GUTTER

PER CITY STANDARDS
12'
40'

TRAVEL LANETRAVEL LANE
C/L
2' SHOULDER
F/C

PROPOSED
R/W
EX. W.I.D.

IRRIGATION CANAL
EX.

R/W
50'
129'
NOTE: WID TO PROVIDE MAINTENACE

FOR THEIR FACILITIES
EX. WID EASEMENT
30'

WID TO PROVIDE

MAINTENANCE FOR

UNIMPROVED

ADJOINING AREAAC DIKE TYPE E

PER CALTRANS
STANDARD PLAN A87B

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:18 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.8
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION
0 1" =
502550
50'

OFF-SITE GEOMETRIC PLAN

MARLETTE ROAD

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT
N/A
N/A
N/A

SEE ABOVE LEFT

MARLETTE ROAD

SEE BELOW RIGHT

MARLETTE ROAD

MARLETTE ROAD
(SEE SHEET TM1.8)
WEST LANE(SEE SHEET TM1.6)
STREET BM(SEE SHEET TM1.2)

STREET Y
(SEE SHEET TM1.2)

ATTACHMENT D
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
ELB
ELB
PP
PP
PP
PPPP
PP
SP
PP
JP
SP
PP
PP
SP
PP
PP
PP
PP
ICV
ICV
ICV
ICV
ICVICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV

MARLETTE ROAD

LOWER SACRAMENTO ROAD

MARLETTE ROAD

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:18 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.1
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION
0 1" =
10050100
100'

TOPOGRAPHIC SURVEY

AS SHOWN
SEE SHEET TM2.3 SEE SHEET TM2.2

ATTACHMENT D
MAIL
PP
PP
PP
PP
PP
PP
SP
PP
PP
PP
JP
SP
JP
SP
SP
JP PP
SP
PP
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV

WEST LANE

EIGHT MILE ROAD
0 1" =
10050100
100'

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:19 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.2
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

TOPOGRAPHIC SURVEY

AS SHOWN
SEE SHEET TM2.3
SEE SHEET TM2.1

ATTACHMENT D
STOP
SNS
R1-1

MARLETTE ROAD

WEST LANE

MARLETTE ROAD
0 1" =
10050100
100'

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:19 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.3
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

TOPOGRAPHIC SURVEY

AS SHOWN
SEE SHEET TM2.2
SEE SHEET TM2.1

ATTACHMENT D
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
ELB
ELB
PP
PP
PP
PPPP
PP
SP
SP
PP
JP
SP
PP
PP
SP
PP
PP
PP
PP
ICV
ICV
ICV
ICV
ICVICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
084-05-25
084-05-26
084-040-07
45'
45'
44'
44'
44'
45'
45'
45'
45'
45'45'
45'
45'
45'
45'
45'
45'
14' 45'
14'
65'
15'
69'
14'
46'
50'
50'
50'
50'
50'50'
50'
51'
51'51'
49'
49'
50'
51'
51'
78'
48'
46'
45'
77'
53'
59' 74' 45'
28'
101'50'
50'
76'59'
28'
29' 46' 44' 14' 72'
14'45'50'51'
51'
50' 50'
50'
50'
50' 50'
50'
50'
50'
50' 50'
50'
50'
50'
53' 53' 53' 53' 53' 64'
45'50'50'50'50'50'46'
46'
45' 45' 45'
45'
45'
45'
45'
45'
45' 45'
45'
45'
45'
45'
45'
45'
45'
45'
69'70'
14'47'52'
52'
52'51'
51'
51'
51'51'
51'
51'
51'53'
51'
51'
50'50'
70'
105' 127'
115'
107'
98'
89'
85'
80'
80'
80'
80'
80'
80'
80'
80'
80'
85'
90'
95'
100'
75'55'
80'
80'
80'
80'
80'
80'
80' 80'
80'
80'
80'
80'
80'
80'
66'93'
14'70'75'
7'
50'
50'50'
50'
50'
50'
50'50'
50'
50'
50'
50'
50'
50'
50'
50'
7' 75' 70'
14'
45'
50'
50'
50' 50'
50'
50'
50'
50'
50' 50'
50'
50'
50'
50' 45'
80'80'
80'80'
80'80'
80'80'
80'80'
80'80'
80'80'
80'80'
80'80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'80'
57'
55'
52'
52'
45'
55'
59'
57'
51'
80'
80'
80'
80'
77'
70'
80'
80'80'
80'
80'
80'
80'
80'
80'
80'
80'
72'
83'
99'
82' 91' 92'
7,111 SF
5,576 SF
5,357 SF
5,018 SF
5,034 SF
5,049 SF
5,065 SF
5,080 SF
5,096 SF
5,112 SF
5,125 SF
5,590 SF 4,006 SF4,019 SF4,032 SF
5,886 SF3,873 SF4,197 SF4,210 SF4,197 SF4,185 SF4,172 SF4,159 SF4,146 SF4,134 SF4,121 SF4,108 SF4,095 SF4,083 SF4,070 SF4,057 SF4,045 SF 5,529 SF4,203 SF4,190 SF
8,289 SF
6,550 SF5,474 SF4,773 SF4,398 SF4,200 SF4,164 SF4,177 SF 4,805 SF
4,483 SF
4,501 SF4,414 SF 4,080 SF4,510 SF
4,750 SF4,320 SF4,348 SF4,523 SF4,450 SF
4,606 SF
5,472 SF5,472 SF
5,000 SF 5,000 SF
4,437 SF
4,160 SF
4,160 SF
4,510 SF5,650 SF
5,200 SF
5,200 SF
5,424 SF5,018 SF5,430 SF
5,223 SF
4,000 SF
4,350 SF4,000 SF4,350 SF
4,000 SF
4,473 SF
4,350 SF4,000 SF4,350 SF
4,160 SF4,160 SF
4,160 SF4,160 SF
4,160 SF4,127 SF
4,170 SF3,773 SF
4,235 SF4,601 SF 4,510 SF4,179 SF
4,160 SF 3,748 SF
4,116 SF4,160 SF
4,160 SF 4,160 SF
4,160 SF4,160 SF
4,350 SF4,000 SF4,350 SF 5,272 SF4,400 SF4,830 SF
6,591 SF 6,037 SF
6,290 SF7,007 SF
5,073 SF4,442 SF4,442 SF5,116 SF
6,990 SF
4,634 SF
4,996 SF
5,459 SF
5,438 SF
5,138 SF
5,698 SF
3,375 SF
3,786 SF
2,989 SF
3,384 SF
3,411 SF
3,493 SF
3,424 SF
3,681 SF3,681 SF3,764 SF
3,499 SF3,424 SF3,499 SF
3,764 SF3,762 SF
3,501 SF3,390 SF
3,454 SF3,375 SF
4,075 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF
4,075 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,864 SF
374
375
376
377 378 379 380 381 382 383 384 385
386387388389390391392393
394
395
396
397 398 399 400 401 402 403 404
405
406
407
408
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462 463
464
465
466
467
468
469
470
471
472
473
474
475 476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521
522
523
524
525
526
527
528
529530531
532
533
534 535 536
537
538
539
540
541
542
543
544545546
547
548
549
550
551552
553
554
555
556
557558559
560
561
562
563
564
565
566
567
568
569570571
572
573
574
575
576
577
578
579
580
581582
583
584
585
586
587
1014
1015
1016
1017
1018
1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035103610371038103910401041104210431044104510461047104810491050 1051
1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068106910701071107210731074107510761077107810791080108110821083 1084
1085
1086
1087
1088
1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1103 1104 1105 1106 1107
1108
1109
1110
1111
1112
1113
1114 1115
1116
1117
1118
1119
1120
1121
1122
1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 1133 1134 1135 1136 1137 1138 1139 1140 1141 1142 1143 1144 1145
1146
1147
1148
114911501151115211531154 1155115611571158115911601161116211631164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182
1183
1184
1185
11861187118811891190119111921193119411951196119711981199 1200 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216
1217
4,336 SF4,000 SF
4,543 SF4,160 SF4,080 SF
4,080 SF4,081 SF4,393 SF4,612 SF4,885 SF5,212 SF5,659 SF7,303 SF 6,550 SF
4,182 SF
4,000 SF
4,350 SF 5,170 SF4,880 SF4,725 SF4,470 SF4,342 SF
4,350 SF4,000 SF
4,000 SF4,388 SF
4,350 SF
4,388 SF
4,983 SF
4,616 SF
4,339 SF
5,282 SF
7,328 SF
4,267 SF3,813 SF
5,364 SF3,637 SF3,974 SF
6,857 SF
4,222 SF5,487 SF
3,750 SF4,240 SF
4,126 SF
3,735 SF
3,095 SF
3,951 SF
3,742 SF
6,126 SF
3,863 SF3,073 SF3,353 SF 3,647 SF2,991 SF
3,828 SF
3,537 SF
3,537 SF
4,169 SF
4,840 SF4,111 SF3,910 SF3,802 SF3,742 SF3,621 SF3,475 SF3,525 SF 4,364 SF3,987 SF3,812 SF3,637 SF3,462 SF3,375 SF3,375 SF 3,600 SF3,450 SF
3,450 SF3,902 SF
67'
70'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
72'
65'
86'
83'
65' 73'
75'
75'
75'
75'
75'
61'
61'
75'
75'75'
96'
89'
84'
80'
91'
87'
83'
79'
79'
77'
75'
75'
75'75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
65'
14'
42'
46'
46'
46'
46'
46'
48'
47'
47'
46'
46'
46'
46'
46'
46'
50'
70'
46'
49'
49'56'
70'
50' 45' 45'
51'95'
55'40'53'
45'
45'
45'
45'
45'
45'45'45'
45'
45'
46'
46'
46'
46'
46'
47'
7' 70'
50'
49'
49'
17'32'
49'
47'
52'
45'
45'
45'
45'
45'
45'45'
14' 65' 65'
45' 45'
46'
46'
50'
51'
51'
52'
52'
52'
47'
47'
47'
48'
48'
45'
55'
48'
75'
129'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
69'
75'
68'
80'80'80'80'80'74'76'
107'
55'
89'97'
99'
99'
114'
75'
52'
60'
52'
60'
112'
112'
104'
104'
97'96'
77'
61'
51' 55'
51'
79'
55'
55'
75'61'
57'
57'
60'
75' 68' 66'
67'62'
80'
80'
80'
80'
80'
80'
80'
80'
80'
77'71'
80'
80'
80'
80'80'
80' 80'
55'55'
55'55'
80' 80'
80' 80'
80' 76'
80' 71'
80'
134'
80'
134'
52'
53'
53' 52'
52' 52' 52' 52' 52' 70'
14' 45' 50'
45'
14'70'52'52'52'53'
45' 50'
45'
14'70'52'52'52'52'53'
70'
14'
52'52'
14'
45'
50' 45'
14'70'50'50'50'62'
75'
76'
46' 50' 50' 50' 70'
55' 55'
80'80'
80'
80'
80'
80'
80'
80'
61'
80'
80'
57'54'
14'47'52'52'52'53'
80'
80'
80'
100' 100'100' 90'
70'
14'
47'52'52'52'52'55'
100'
51'
98'
54'
90'
99'154'
57'
55'
55'
51' 50'
37'
82'
84'
84'
84'
84'
83'
83'
83'
83'
82'
82'
82'
82'
81'
81'
81'
81'
80'
80'
50'50'50'
50'50'50'
50'50'50'
50'50'50'
50'50'50'
50'50'50'
105'
82'
82'
80'
103' 102' 102' 102' 101' 101' 101' 101' 100' 100' 100'
106'
62'
62'56'55'
50' 50' 50'
93'
14' 45' 50' 50' 50' 50' 50' 51' 50'
80'
64' 60'
58' 57'
53'
53'
83'
82'
82'
82'
82'
81'
85'
95'
110'
131'
75'
16'
67'
51'51'51'
51'
50'
49'
49'
49'
49'
45'
13'
99' 88'
109'
72'
12' 46'
58'7'
66'
60'
63' 55' 60' 57'19'
32'
31'
19'
41'
10'
56'
15'
56'
61'
61'
59'
51' 51'
51' 51' 51'
47'
14'70'70'
14'
50'54'
54'54'
54'54'
51'
52'
49'
14'
62'
80'
80'
80'
80'
80'
80'
81'
81'
80'
80'
80'
80'
80'
80'
80'
80'
80'
90'
90'
14'45'50'50'50'50'50'50'50'50'50'50'50'50'
100'
154'
100'
100'
100'
100'
100'
100' 100'
100' 100'100'100'100'
100'100'100'100'100'100'100'100'100'100'95'91'
55'50'
100'
100'
78'70'
51' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 45'
14'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
109'102'100'
100'
100'
100'
100'
100'
100'
100'
72'56'56'53'71'
54'54'
50'46' 50' 50' 50' 50' 50' 52' 49' 49' 50' 14'
113'
90'
14'46'50'50'50'50'50'50'50'50'50'50'51'
95'
99'
107'
58' 51' 51' 51' 51' 51' 51' 49' 44'
14'
91'
90'
15'62'60'54'52'52'52'52'52'53'145'
86' 72'58'
51'
100'101'100'100'100'100'100'100'
94'
100' 100' 100' 100' 100' 100' 100' 100'
56'35' 16'52'
62'
73'
55'
18'
32'
30'
20'
60'
15'
90'
91'
101'
101'
101'
100'
100'
6,167 SF
5,333 SF
6,433 SF
5,595 SF
5,304 SF
5,200 SF
5,100 SF
5,200 SF
5,100 SF
5,100 SF
5,200 SF
5,100 SF
5,200 SF
5,200 SF
5,101 SF
5,086 SF
7,327 SF
6,130 SF 5,570 SF6,182 SF
5,513 SF
7,588 SF
5,497 SF
5,000 SF
5,259 SF
5,270 SF
5,100 SF
6,324 SF
5,507 SF
5,505 SF
6,271 SF
5,508 SF
70'
14'
5,407 SF
6,691 SF
84'
88'
87'
110'
60'
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF 4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,080 SF 4,160 SF4,160 SF4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF 3,292 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,525 SF3,450 SF3,450 SF3,450 SF3,450 SF
3,375 SF3,375 SF3,375 SF3,375 SF3,450 SF3,450 SF3,450 SF3,450 SF 3,750 SF
3,750 SF
3,750 SF
4,240 SF
4,240 SF
4,240 SF
43'
39'
40'
39'
37'
51'
45'
35'
35'
36'
3,375 SF3,375 SF3,375 SF
4,000 SF4,000 SF
4,000 SF4,000 SF
4,144 SF5,200 SF
3,807 SF5,200 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
4,949 SF 5,000 SF
4,597 SF 5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
4,080 SF4,080 SF4,080 SF4,080 SF
4,320 SF4,320 SF4,320 SF
127'
55'
88'
91'
81'
37'
450'
341'
930'
10'
45'
14'
241'
28'
35' 51'
179'
218'
21'
14' 641'
573'
70'70'70'70'
7'
39'
51'
50'
44'
80'
80'
80'
70'
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60'
60'
60'
6'
7'
50'50'
7'
52'
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52'
6'
52'
7'
7'
56'
55'
55'
51'
45'
7'
7'
45'
104'
40'
50'
51'
51'
53'

LOWER SACRAMENTO ROAD
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "X"
STREET "F"
STREET "U"
STREET "B" STREET "A"
STREET "D"
STREET "E"STREET "W"
STREET "V"
STREET "P"
STREET "Q"
STREET "L"
STREET "S"
STREET "N"
STREET "C"
STREET "O"
STREET "T"
STREET "G"
STREET "C"
STREET "I"
STREET "M"
STREET "G"

MARLETTE ROAD
LOT H
LOT G
LOT F
LOT E
LOT A
HDR

9.5 AC

HATCH LEGEND

PROPOSED

ASPHALT

EXISTING

PAVEMENT

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:20 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.1
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

DIMENSION PLAN

AS SHOWN
0 1" =
10050100
100'

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT

PHASE LINE
N/A
N/A
N/A
N/A
SEE SHEET TM3.2SEE SHEET TM3.3

ATTACHMENT D
MAIL
PP
PP
PP
PP
PP
PP
SP
PP
PP
PP
JP
SP
JP
SP
SP
PP
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
059-050-08
120-020-02
60'
65'
66'
95'
100'
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122'
91'
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97'60'60'60'
66'
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67'
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96'
59'
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122'
102'
110'
65'
65'
158'
150'
65'
60'
61'
8,423 SF
8,289 SF
6,550 SF5,474 SF4,773 SF
4,805 SF
4,483 SF
4,450 SF
4,606 SF
123456789101112
13141516171819202122232425262728
29 30
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5253545556575859606162636465
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858687888990919293949596
97 98 99 100 101 102 103 104 105 106 107 108
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250 251 252 253 254 255 256
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264 265 266 267 268 269
270271272273274275
276 277 278 279 280 281 282 283 284 285
286287288289290291292293294295296
297 298 299 300 301 302 303 304 305 306 307
308309310311312313314315316317318
319 320 321 322 323 324 325 326 327 328 329 330
331332333334335336337338339340341342
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685686687
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701712713714
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5,787 SF
6,134 SF
6,802 SF6,500 SF6,714 SF
6,881 SF6,624 SF
5,986 SF 6,171 SF
8,114 SF6,838 SF6,739 SF
9,921 SF
6,000 SF
6,125 SF
6,510 SF
91'
91'
100'100'100'
101'94'
64'
60' 58'
95'
110'
131'
49'
49'
45'
13'
99' 88'
109'
72'
12' 46'
50'
50' 50' 50' 51' 51' 51' 51' 51' 51' 49'
14'
71'
64'
55'56'56'58'7' 80'80'80'80'80' 80'80'81'73'
96'
66'
60'
41'
10'
56'
15'
56'
61'49'
14'
62'
81'
80'
80'49' 50' 14'
14'
91'
90'
15'62'
72'
56'
49'
49'
50'
50'
52'
14' 70' 70'
14'
45'
61'
62'
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62'
62'
62'
62'
62'
61'
80'
80'
80'
80'
81'
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81'
80'
82'
95'
97'
95'
89'
72'
72'
61' 55'
42'
6'
48'
42'
34'
14'
48' 48'
48'
32'
16'
64'
67'
14'
34'
67'
48'
44' 4'66'
22'
14' 45'
21'
79'
73'
55'
40'
55'
70'
80'
80'
70'
14'50'54'
80'80'
55'52'
75'
7'
50'
57' 60'
52'
50'
50'
50' 50'
45'
14'70'70'
14'
45'
50'
51'
34'
104' 76'
82'81'
50'
50'
50'
55'
80'80'
81'79'
79'70'
88' 75'
56' 62'
62'
62'
62'
73'
95'91'14'56'
62'
62'62'
62'52'
74' 91'
14'
100'100'
100'
100'100'
100' 100'
100' 100'
100'
72'
72'
14'
54'
60'
60' 60'
60'
60'
70' 67'
61'
60'
60'
60'
60'
66'
15' 90' 91'
100'100'
100'100'
100'100'
100'100'
100'99'
100'90'
151'158'
72'
72'
56' 62'
62'
62'
62'
73'
95'96'
61'
62'
62'62'
62'
68'
15' 90' 91'
14'
100'100'
100'100'
100'100'
100'100'
100'100'
70' 67'
117'
117'
116'
114'
110'
106'
117'158'
90'
99'
100'
100'
100'
100'
61'
60'
60'
60'
60'
66'
15' 90' 91'
13'
56'
60'
60'
60'
60'
60'
75'
93'
102'
102'
103'
104'
105'
106'
108'
109'
110'
111'
112'
107'
101'
100'
100'
101'
101'
101'
101'
101'
101'
101'
101'
101'
101'
98'
91'
135'
94'95'100'100'100'100'100'100'97'90'
134'
100'
14'
44'
52'
52'
52'
52'
52'
51'
51'
51'
58'
15'99'
106'
104'
102'
101'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
46'
51'
51'51'52'
52'
52'
52'
52'
56'
15' 90' 91'
60'
62'91'14'
113'
55'
51'
50'
50'
50'
50'
50'
50'
50'
50'
50'
50'
50'
50'
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61'60'
60'
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60'
50'
50'
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51'
51'
51'
51'
52'
51'
51'
51'
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51'51'
50'
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49'
46'50'50'50'50'50'50'50'
51'
113' 55'
67' 110'
20'107'
40'26'
50'
50'
50'
50'
50'
50'
50'
50'
50'
15'90'66'14'
40'45'
45'
45'
45'45'
45'
45'45'
45'
46' 45'
78'
62'
45'
50'78'
54'54'
100'
100'
100'
100'
100'
100'
100'
100'
100'
93'
75'
75'
75'
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67'
98'
73'
67'
74'
82'79'81'
112'
75'
65'
68'
75'
75'
75'
75'
75'
75'
75'
75'
75' 47'
47'
47'
46'
46'
46' 46' 47'
47' 47'
15'55'14'44'24'
34'
17'75'
3'27'
71' 58'
40'
45'
45'
45'
50'
45'75'
75'
75'
75'
75'75'
75'
75'
75'
75'
45'
45'
45'
45'
45'
7' 70' 65'
14'
45'
45' 45'
45'
45' 45'
15'
48'
64'66'14'
39'
75'75'45'
45'
45'45'
45'
45'
53'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
47'
52'
52'
52'
52' 51'
51'
51'
51'
56'
15'90'91'14'
44'
51'
51'
51'
51'52'
52' 52'
52'
59'
15' 90' 91'
14'
63'
60'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
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100'
100'
100'
100'
100'
100'
100'
100'
100'
96'
92'
54'
15'90'
63' 58'
51' 51' 51'
51'
51'
51'
51'
51'
51'
54'
100'
59'
91'14'47'
51'
51'
51'51'51'51'
51'
51'
51'
98'52'
100'
90'
100'
100'
100'
100'
100'
100'
100'
158'151'
50'
50'
52'
52'
52' 52' 52'
52'
52'
52'
51'
15'90'
55'58'
55' 61'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
117'
107'
101'
121'
100'
100'
100'
100'
100'
100'
100'
95' 96'
56'
50'
50'
50'
50'
50'
49'
50'
14'
47'
49'
49'
14'
71'
70'
15'53'53'53'53'53'53'55'59'
59'
67'16'
69'
71'
14' 44'
80'
80' 80' 80' 80' 80' 80' 80'
80'
80'
80'80'80'80'80'81'80'
81'
57' 11' 41' 15' 37' 18' 35'
59'
59'
55'55'
68'
48' 48' 50' 50' 50' 50' 50' 50' 44'
74'
62'
62'
62'
62'
62'
73'
55'
18'
32'
30'
20'
43'
7'
50'
5'
45'
18'
32'
30'
20'
54'
15'
60'
15'
90'
91'
14'
45'
51'
51'
51'
51'
51'
46'
14' 91'
90'
101'
101'
101'
100'
100'
101'
101'
101'
100'
100'
100'
100'
100'
100'
80'80'80'80'80'80'80'80'80'80'80'80'80'80'80'80'80'
80'80'80'80'80'80'80'80'
80'
80'
80'
80'
80'
80'
80'80'
80' 80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'80'80'
80' 80'
80'80'80'
80' 80' 80'
80'
81'
80' 80' 80' 80' 80'
80'
80'80'80'
13'
72'
69'
15'56'50'51'51'
65'
54'
51'
50'
52'
89' 54'
50'50'50'50'
64' 50' 50' 50' 50' 50' 50' 50' 50' 50'
53'53'51'51'51'51'51'50'44'
12'
90'
71'
16'
51'51'51'51'51'51'
50' 50' 50' 50' 50' 43'
54'
90'
73'
55'
62'
69'
16'
72' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 48' 13'
74'
70'
15'59'51'51'51'51'51'51'51'51'51'51'51'51'51'51'51'51'50' 54'
62'
76'
58'
54'
53' 50'
51' 50' 50' 50'
57'
58'
59'
15'
90'
91'14'
47'
51'53'53'
53'
53'
53'
53'
53'
66'
116' 158'
58'
54'
21'
28'
35'
15'
6,221 SF5,403 SF5,341 SF5,000 SF5,000 SF5,000 SF5,100 SF 6,478 SF5,622 SF5,342 SF5,300 SF5,300 SF5,300 SF
5,049 SF5,248 SF4,871 SF5,979 SF92'110'
96'104'
100'101'
100'100'
100'100'
100' 100'
101'
101'
100'
100'
100'
100'
100'
5,308 SF5,411 SF6,971 SF5,659 SF
5,143 SF
3,754 SF3,724 SF3,995 SF4,351 SF
4,350 SF4,000 SF3,985 SF3,870 SF3,964 SF
4,388 SF 4,751 SF
5,720 SF4,351 SF
4,368 SF4,371 SF
4,656 SF4,200 SF
4,433 SF
4,499 SF
4,433 SF
4,465 SF
5,221 SF
4,453 SF
5,507 SF
4,455 SF
5,512 SF
4,475 SF
4,463 SF
6,433 SF
7,588 SF
5,497 SF
6,324 SF
5,507 SF
5,505 SF
5,620 SF
5,620 SF
6,271 SF
5,508 SF
5,514 SF
5,509 SF
5,505 SF
5,507 SF
6,178 SF
6,323 SF
5,620 SF
5,620 SF
5,620 SF
4,859 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,200 SF
4,395 SF
4,788 SF
5,407 SF
6,691 SF
5,352 SF
4,709 SF
4,470 SF
4,124 SF
4,469 SF
4,117 SF
4,305 SF
4,000 SF
4,000 SF
4,000 SF
4,240 SF
4,240 SF4,000 SF
4,859 SF4,459 SF
4,240 SF4,000 SF
4,000 SF 4,240 SF
6,065 SF
5,949 SF
6,081 SF
5,878 SF4,774 SF
4,684 SF5,044 SF
5,089 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF
5,766 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,000 SF5,750 SF 5,802 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,210 SF5,432 SF5,857 SF7,348 SF 6,803 SF7,263 SF
6,845 SF 6,200 SF 7,507 SF
6,846 SF7,364 SF
7,061 SF5,789 SF6,645 SF
7,507 SF6,200 SF6,845 SF
6,880 SF7,463 SF
8,279 SF7,006 SF6,987 SF6,729 SF6,483 SF6,802 SF
7,255 SF 5,608 SF6,810 SF
6,897 SF
5,893 SF6,120 SF6,191 SF6,260 SF6,341 SF6,421 SF6,582 SF6,502 SF 5,546 SF5,602 SF
5,503 SF5,194 SF
5,056 SF5,092 SF5,083 SF5,089 SF5,094 SF
5,624 SF
5,058 SF
3,720 SF
3,758 SF
4,131 SF3,375 SF
3,789 SF
4,058 SF3,525 SF4,757 SF3,175 SF3,371 SF
6,175 SF
3,450 SF
3,812 SF
3,646 SF
3,542 SF
3,110 SF
4,496 SF
5,591 SF 3,349 SF3,202 SF3,374 SF
4,855 SF5,543 SF10,126 SF 5,696 SF5,000 SF
3,856 SF
5,645 SF
6,263 SF5,100 SF
5,100 SF
5,100 SF
5,100 SF
5,100 SF
5,100 SF5,100 SF5,200 SF
5,200 SF5,100 SF5,200 SF
5,200 SF6,560 SF 5,200 SF5,200 SF
5,200 SF5,943 SF 5,200 SF
7,434 SF
4,800 SF
4,972 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
4,918 SF
5,128 SF
8,793 SF
7,538 SF 4,853 SF
5,645 SF5,200 SF5,200 SF5,200 SF
6,263 SF5,200 SF5,200 SF5,200 SF5,200 SF
5,200 SF 7,015 SF
5,843 SF5,100 SF
5,346 SF5,235 SF
5,100 SF5,100 SF
5,158 SF5,213 SF
5,200 SF
5,098 SF5,101 SF5,105 SF5,145 SF5,050 SF5,050 SF5,023 SF 4,925 SF
4,080 SF
5,115 SF
4,160 SF
4,080 SF
4,798 SF
4,000 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
6,278 SF
5,425 SF
6,000 SF
4,176 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,240 SF
5,140 SF
4,000 SF
4,000 SF
4,000 SF
3,375 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF 4,240 SF
4,080 SF4,000 SF
4,000 SF 4,080 SF
4,080 SF4,000 SF
4,000 SF
4,000 SF
4,000 SF 4,080 SF
4,080 SF
4,000 SF
4,080 SF
4,621 SF
4,000 SF
4,000 SF
4,240 SF
96'
90'
85'
107'
79'
40'
41' 45' 45'
91'
47'
35'
35'
98'
89'
104' 98'
39'
39'
44'
39'
39' 49'
39'
35'
32'
6,200 SF6,200 SF6,200 SF
6,200 SF6,200 SF6,200 SF6,200 SF
6,000 SF6,000 SF6,000 SF6,000 SF
5,608 SF5,993 SF6,000 SF6,000 SF6,000 SF
6,200 SF6,200 SF6,200 SF
6,200 SF6,200 SF6,200 SF6,200 SF
5,993 SF6,000 SF6,000 SF6,000 SF
5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF 3,525 SF3,525 SF3,525 SF3,525 SF3,450 SF3,450 SF3,450 SF 6,000 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
356'
192'
386'
454'
562'
357'
539'
116'
38'
406'
114'
180'
42'36'
346'
16'
55'
35'
27'
45'
70'
60'
60'
60'
60'
60'
60'
60'
60'
75'
69'
35'
41'
46'
96'
7'
7'
64'
7'
8'
66' 66'
60'
47'
53'
7'
7'
60'
7'
7'
51'
51' 52'
7'
51'51'
60'
60'
7'
15'
974'
15'
19' 970' 60'
60'
50'
50'
50'
50'

EIGHT MILE ROAD
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA"
STREET "AS"
STREET "AV"
STREET "AK"
STREET "AJ"
STREET "AH"
STREET "AC"
STREET "AD"
STREET "T"
STREET "AY"
STREET "AQ"
STREET "AO"
STREET "AG"
STREET "Y"
STREET "AR"
STREET "BB"
STREET "Y"
STREET "AL"
STREET "C"
STREET "T"
STREET "AG"
STREET "AG"
STREET "C"
STREET "AN"
STREET "AT"
STREET "AM"
STREET "AB"
STREET "Y"

EIGHT MILE ROAD

WEST LANE
LOT M
LOT J
LOT L
LOT K
LOT C

BASIN AREA

4.5 AC
LOT D

PARK SITE

3.47 AC
LOT B
LOT V

HATCH LEGEND

PROPOSED

ASPHALT

EXISTING

PAVEMENT

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:21 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.2
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

DIMENSION PLAN

AS SHOWN
0 1" =
10050100
100'

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT

PHASE LINE
N/A
N/A
N/A
N/A
SEE SHEET TM3.3
SEE SHEET TM3.1

ATTACHMENT D
084-05-18084-05-19
50'
51'
51'
78'
48'
66'
15'
44'
51'
50' 50' 50' 50'
50' 50' 50'
50'
15'
65'
99'
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45' 40'
14'
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68'
60'
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60' 65' 66'
95'
100'
100'
65'
70'
100'
100'
122'
91'100'100'100'100'100'100'100'100'96'92'90'90'90'90'90'90'90'83'89' 107'
14'
47' 52' 52'
52' 52' 52' 70'
14'
61'
52'52'52'
52'52'
60'
7' 75' 71'
55' 55'
80'80'
80'80'
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80'80'
80'80'
45'50'45'
14'70'
80'
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50'
50' 50' 50'
50' 75'
7'50'50'45'
70'
14'
50'50'50'
50'50'52'
15' 70'
58'
44'
14'
71'
80' 80'
55'55'
80'
80'
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80'80'
80'80'
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80'80'
54' 50' 76' 74'
78'
59'
14'
91'69'
53' 50'50'
50'50'50'
51'
53'52'52'52'52'14' 47' 52'
70'
57'
50' 45'
52'
65'
86' 53'
78'
30'
65'
14'
40' 45' 45' 45' 45' 45' 45' 48' 38'
44'
49'
49'
49'
43'
42'
42'
46'45'45'45'14' 40' 45' 45' 45' 45'
63' 63'
63' 63' 63'
84' 27'
22'
44' 71'
63'
63' 63' 63'
61'
61'
61'
61'
64'
89'19'
52'
34'
27'
16'
39'
46'
33'
11'
5'
39'
78'
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72'
101'
80'61'
22'
79'
100'
100'
97'
55'
14'
40' 45'
12'
74' 69'75'75'75'75'75'75'75'
95'
88'
50'50'50'
75' 75' 46'
51'
44'
6'87'
66'
12'
14'65'65'
14' 42' 46' 46'
52'
46'46'46'46'46'46'42'
46' 46' 46' 46'
14' 42'
65'
65'
46' 46' 46' 46' 46' 46' 46'
7'
70'
64'
15'50'46'46'46'46'46'46'42'
14'
52' 53'
105'
97'60'60'60'60'57'48'
11'
138'
96'
16' 97' 66' 66' 66' 66'
196'
67'
109'73'123'
64'
96'
59'
66'
68'
122'
102'
110'
65'
65'
70'
100'
100'
59'60'60'60'
90'
15' 65'
100'100'100'100'
76'
69'
57'13'
92'
100'
100'100'100'
66'60'60'60'
65'64'64'64'64'59'14'91'
90'
15' 69' 64' 64' 64' 64' 65'
158'
150'
74'
65'
69'60'60'60'54'14'91'
90'
15' 62' 60' 60' 60' 59'
70'
67'
50'28'
40'101'45'
90' 74' 50'
51'50'50'50'50'50'51'
37'
50'
50' 50' 50'
50' 50' 50'
50' 50' 50'
45' 45' 45' 45'
45'
45' 45' 45' 45'
45' 45' 45' 50'
14'
60'
61'60'60'60'60'60'60'60'62'50'50'
14'
40'45'45'45'
45'
70'
45'
14' 40'
45' 45' 45' 45' 40'
14'65'65'
50'50'
65'
14'
40'45'45'45'45'
40'
14' 65' 70'
45'
45' 45' 45' 45' 40'
14'65'65'
50'
50'
14'
45'50'50'
50'
51'
50'55'51'
76'
43'
13'
92'
50' 45'50'50'50'50'50'50'50'
65'
14' 40' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 47'
47'
83'
50'
65'
51'
50'50'
50'50'50'
50'50'45'
14' 90' 115'
100'103'18'
50'50'
50'50'50'
50'50'50'
45'
14' 90'
95'95'
90'
14'
45' 50' 50'
50' 50' 50'
50' 50' 50' 100'
100'
100'
100'
100'
100'
100'
104'
113'
92'
96'
100'
100'
100'
100'
100'
100'
100'
100'100'
100'100'
100'100'
100'100'
100'100'
100'100'
100'100'
100'100'
90'
130'
97'
100'
100'
100'
100'100'
100'
100'
100'
99'
93'
86'
80'
80'
80'
80'
80'
80'
80'
80'
76'
71'
105'
53'47'
45' 45' 45' 45'
45' 45' 45'
45'
45'
50'
50'
50'
50' 50' 50'
50' 50' 50'
50'
51'
50'76'
59'
28'
29' 46' 44' 7' 43' 50' 45'
14'
72'
14'45'50'51'
51'
50'
51'
51'50'
50'70'
14' 45' 50' 52'
105' 127'
115'
107'
98'
89'85'
90'
95'
100'
75'55'
50'
50'
50'
7' 75' 70'
14'
45'
50'
50'
80'80'
80'80'
55'
52'
52'
45'51'
80'
80'
72'
83'
99' 82' 91'
92'
8,423 SF
4,805 SF
4,483 SF
4,606 SF
4,350 SF4,160 SF
4,000 SF
4,350 SF
5,030 SF
4,632 SF
4,388 SF
4,000 SF
4,000 SF
4,447 SF
4,804 SF 4,350 SF
6,281 SF6,300 SF
3,814 SF4,000 SF
7,205 SF
4,651 SF 7,249 SF
4,681 SF
4,263 SF
3,879 SF
4,157 SF
70 71
72 73 74 75 76 77 78 79 80 81 82 83 84
167
168
169 394
395
396
405
406
407
408
409415
416
417
418
419
420
421
422
423
424
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588
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603604605
606 607
608
609
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611
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613
614
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619
620621
622
623
624
625
626
627
628
629
630631
632
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634
635
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638
639
640
641
642
643
644
645
646
647648
649
650
651
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653
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655
656657658659
660
661 662 663 664 665
666
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670
671
672
673
674
675
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677
678
679
680
681
682
683
684
685686687
688
689
690
691
692693
694
695
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699700
701
702
703
704
705
706707
708
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711
712713714
715
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718
719
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721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741 742 743 744 745 746 747 748 749 750 751 752 753 754 755 756 757 758 759 760 761 762 763 764 765 766 767 768 769 770 771 772
773
774
775776777778779780
781 782 783 784 785 786
788
789
790791792793794 795
796 797 798 799 800 801 802 803 804
805
806
807
808
809
810
811
812 813
814
815
816
817
818
819
820
821
822
823 824 825 826 827
828
829
830 831 832
833
834
835
836
837
838
839
840
841
842
844
845
846
847
848
849
850851852853 854855856857858859860861
862
863
864
865
866
867
868
869 870
871
872
873
874
875
876
877 878
879
880
881
882
883
884
885 886 887
888
889
890
891
892
893
894
895896897898 899900
901 902 903 904 905 906
907 908909910911912
913 914 915 916 917 918
919920921922923924
925 926 927 928 929 930
931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 955956957958959960961962
963 964 965 966 967 968 969 970 971
972973974975976977978979980981
982 983 984 985 986 987 988 989 990 991
992
993
994
995
996
997
998
999
1000
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
1014
1015
1016
1017
1018
1019 1020 1021
104810491050
1051
1052 1053 1054
108110821083
1084
1085
1086
1087
1088
1089 1090 1091 1092
787
4,160 SF
4,518 SF 3,700 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,373 SF
3,176 SF
3,423 SF
5,884 SF
4,332 SF3,093 SF3,470 SF3,523 SF3,519 SF
3,594 SF
3,772 SF
4,478 SF
6,300 SF 6,575 SF 6,599 SF 6,599 SF
6,599 SF
7,033 SF
8,835 SF
7,320 SF
5,174 SF5,750 SF
5,382 SF
4,173 SF
8,205 SF
3,194 SF
3,370 SF
3,375 SF
3,375 SF
3,375 SF
3,850 SF3,850 SF
3,450 SF 3,450 SF
4,700 SF4,616 SF3,986 SF4,197 SF
3,450 SF
3,847 SF
3,450 SF
3,450 SF 3,450 SF
3,850 SF3,850 SF
4,550 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF4,000 SF4,000 SF4,000 SF4,000 SF5,366 SF 3,637 SF3,974 SF 8,255 SF
4,793 SF
4,355 SF
4,500 SF
4,500 SF
4,500 SF
4,500 SF
4,500 SF
4,597 SF
4,544 SF
4,711 SF
6,078 SF
6,000 SF
6,000 SF
6,000 SF
6,000 SF
6,000 SF
6,000 SF
6,000 SF
5,787 SF
6,134 SF
843
3,650 SF
6,802 SF6,500 SF6,714 SF
6,586 SF6,256 SF
6,000 SF6,000 SF
6,891 SF 6,628 SF
6,881 SF6,624 SF
5,986 SF 6,171 SF
7,052 SF7,616 SF
8,114 SF6,838 SF6,739 SF
6,252 SF6,256 SF
6,000 SF
7,144 SF7,173 SF
9,921 SF
6,000 SF
6,125 SF
6,510 SF
6,600 SF
6,644 SF 6,595 SF
10,160 SF6,600 SF
8,877 SF
5,412 SF4,628 SF4,994 SF4,803 SF4,453 SF3,717 SF3,603 SF3,600 SF3,382 SF3,856 SF 3,700 SF3,375 SF3,375 SF3,375 SF
3,750 SF4,075 SF4,628 SF
4,936 SF3,390 SF
3,700 SF3,375 SF3,738 SF
3,700 SF 3,700 SF
3,700 SF3,375 SF3,700 SF
3,738 SF 3,700 SF
6,942 SF
3,976 SF
3,375 SF
5,000 SF
5,873 SF3,700 SF
5,488 SF5,000 SF
5,488 SF
5,450 SF
5,450 SF
5,000 SF5,001 SF5,087 SF5,399 SF6,513 SF
5,450 SF 5,136 SF
4,885 SF5,212 SF5,659 SF7,303 SF
6,550 SF
4,182 SF
4,000 SF
4,350 SF 5,170 SF4,880 SF4,725 SF4,470 SF
4,350 SF
4,388 SF
4,983 SF
4,616 SF
4,339 SF
5,282 SF
7,328 SF
4,267 SF3,813 SF
75'
75'
75'
75'
75'
75'75' 75' 75'
75'
75'
100'
100'
100'
100'
100'
100'
100'
100'
100'
75'
75'
75'
75'
76'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'75'
75' 75'
75' 75'
75' 75'
75' 75'
75' 75'
75'75'75'75'75'75'75'
75' 75' 75' 75' 75' 75' 75'
66'
74'
75'
75'
75'
75'
75'
75'
75'
98'
82'
103'
83'
76'
76'
75'
71'
66'
76'
112'
70'79'
80'
80'
80'
80'
80' 93'
83'
72'
80'
80'
80'
80'
80'
80'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
91'100'100'100'100'100'
91'99'100'100'100'100'
100'100'100'100'100'105'
101'94'100'100'100'100'
100'100'100'100'
100'100'100'100'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
77'
70'
13'
66'
41'
10'
56'
15'
56'
61'49'
14'
62' 80'
80'50'46' 50' 50' 50' 50' 50' 52' 49' 49' 50' 14'
107'
58' 51' 51' 51' 51' 51' 51' 49' 44'
14'
91'
90'
15'62'60'54'52'52'52'52'52'53'145'
86' 72'58'
51'
100'101'
100'
100'
100'
100'
100'
100'
94'
100' 100' 100' 100' 100' 100' 100' 100'
56'35' 16'52'
81'
77'
50' 50' 50' 50' 50' 50' 51' 49'
49'
49'
49'
50'
50'
52'
14' 70' 70'
14' 45'
61'
62'
62'
62'
62'
62'
62'
62'
61'57'50'50'50'50'50'50'50'
80'
80'
80'
80'
81'
82'
81'
80'
82'82'80'
80'
80'
80'
80'
80'
80'81'
81'
81'
81'
81'
81' 83' 90'
95'
97'
95'
89'
72'
72'
61' 55'
42'
6'
48'
42'
34'
14'
48' 48'
48'
32'
16'
64'
67'
14'
34'
67'
48'
44' 4'66'
26' 22'
65'60'
10' 39'
14' 45'
21'
79'
73'
73'
63'50'50'50'50'50'50'
80'
79'
83' 88' 92' 103' 118'
116'
55'
40'
47'
47'66'61'60'55'53'
50' 48' 47'
47'
40'
55'
70'
54' 53' 51' 51'
53'
70'
71'
80'
80'
80'
80'80'80'80'80'80'80'
70'
14'50'54'
80'
80'
55'52'
75'
7'
50'
80'81'
81'
80'
80'80'
80' 81' 81'
80'
80'80'
9'41'23'28'
51'
62'62'78'
56' 22' 32' 30' 24' 38' 15'
64'
65' 57' 60'
80'
48' 50' 50'
62'
57'
60' 52'
52'
52'
63'
65'62'71'
77'
50'
50'
50'
50' 45'
14'70'70'
14'
45'50'
51'
34'
104' 76'
82'81'
50'
50'
50' 55'
80'80'
81'79'
79'70'
88' 75'
81'
112'
75'
65'
68'
75'
75'
75'
75'
75'
75'
75'
75'
75' 47'
47'
47'
46'
46'
46'
46'
47' 47'
47'
15'55'14'
44'
24'
34'
17'
75'
3'27'
71' 58'
45'
45'
45'45'
45'
7'
14'
39'
45'
45'45'
45'
45'
45'
62'
62'
62'
62'
73'
55'
18'
32'
30'
20'
43'
7'
50'
5'
45'
60'
15'
90'
91'
14'
45'
51'
51'
51'
51'
51'
46'
14'
101'
101'
101'
100'
100'
100'
100'
100'
100'
100'
100'
50' 50'50'
50'
80'80'
81'
52'
89'
64' 50'
44'
12'
90'
71'
16'
62'
69'
16'
72'
5,143 SF
3,754 SF3,724 SF3,995 SF4,351 SF
4,350 SF4,000 SF3,985 SF3,870 SF3,964 SF
4,388 SF 4,751 SF
4,436 SF4,190 SF
4,444 SF 4,609 SF
4,593 SF
4,713 SF
4,780 SF
4,360 SF
4,588 SF
4,439 SF
4,441 SF
4,656 SF
5,370 SF
5,161 SF
5,720 SF4,351 SF
6,058 SF
6,811 SF
4,870 SF
4,873 SF
4,491 SF
6,483 SF
4,000 SF
5,401 SF
4,000 SF
4,000 SF5,212 SF
4,196 SF 4,000 SF
4,000 SF4,636 SF
4,950 SF
4,000 SF
4,368 SF4,371 SF
4,656 SF4,200 SF
4,433 SF
4,499 SF
4,433 SF
4,465 SF
5,221 SF
4,453 SF
5,507 SF
4,455 SF
5,512 SF
4,475 SF
4,463 SF
5,302 SF
4,415 SF
4,288 SF4,899 SF
4,492 SF 4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,048 SF
4,048 SF
4,048 SF
3,934 SF4,048 SF
4,048 SF
4,048 SF 4,000 SF
3,998 SF
6,167 SF
5,333 SF
6,433 SF
5,595 SF
5,304 SF
5,200 SF
5,100 SF
5,200 SF
5,100 SF
5,100 SF
5,200 SF
5,100 SF
5,200 SF
5,200 SF
5,101 SF
5,086 SF
7,327 SF
6,130 SF
5,100 SF
6,324 SF
5,507 SF
5,505 SF
5,620 SF
5,620 SF
6,271 SF
5,508 SF
5,514 SF5,620 SF
5,620 SF
5,620 SF
4,058 SF3,525 SF4,757 SF3,175 SF3,371 SF
6,175 SF
3,450 SF
3,812 SF
5,425 SF
6,000 SF
4,176 SF
5,140 SF
4,000 SF
95'
152'
85'
107'
79'
40'
41'
47'
35'
35'
35'
35'
37'
35'
37'
43'
39'
40'
107' 129'
90'
60'
69'
110'
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF
4,160 SF4,160 SF4,160 SF4,160 SF
4,160 SF4,160 SF4,160 SF4,160 SF4,160 SF
4,000 SF4,000 SF4,000 SF4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF
4,160 SF
4,160 SF
4,160 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,375 SF
3,375 SF
3,375 SF
6,300 SF6,300 SF6,300 SF6,300 SF6,300 SF6,300 SF
3,750 SF3,746 SF3,479 SF
3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF3,375 SF
3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,547 SF
4,970 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF
5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF
4,591 SF4,943 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,525 SF3,525 SF3,525 SF3,525 SF3,450 SF3,450 SF3,450 SF 6,000 SF
6,000 SF6,000 SF
6,000 SF
6,000 SF
6,395 SF 6,400 SF
6,400 SF 6,400 SF
6,400 SF 6,400 SF
6,400 SF 6,400 SF
6,000 SF6,000 SF
6,000 SF6,000 SF
6,000 SF
6,000 SF
6,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF4,000 SF
43'
39'
40'
55'
55'
55' 50'
50'
55'
39'
51'
44'
71'
38'
406'
114'
180'
42'36'
37'
346'
459'
232'
14'
158'
90'
30'
48'
191'
16'
55'
35'
27'
91'
78'
70'70'70'70'
44'
80'
80'
80'
45'
45'
70'
60'
60'
60'
65' 65'
50'
15'
75'
69'
STOP
SNS
R1-1
96'
7'
7'
63'
66'60'
60'
64'
7'
8'
66' 66'
48'
45'
47'
7'
7' 7'
50'
50'50'
53'
7'
6'
52'
29'
65'
74'
50'
7'
60'
47'
19'
50'
50'
51'
51'
6'
50'

MARLETTE ROAD

WEST LANE
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X"
STREET "BG"
STREET "BO"
STREET "BR"
STREET "AS"
STREET "AV"
STREET "BK"
STREET "AY"
STREET "Y"
STREET "Y"
STREET "BA"
STREET "BB"
STREET "Y"
STREET "BE"
STREET "BF"
STREET "Z"
STREET "BN" STREET "C"
STREET "C"
STREET "C"
STREET "BT"
STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ"
STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "BJ"
STREET "Y"

MARLETTE ROAD
LOT P
LOT N
LOT M
LOT R
LOT S
LOT T
LOT U
LOT B

PARK AREA

8.75 AC

HATCH LEGEND

PROPOSED

ASPHALT

EXISTING

PAVEMENT
0 1" =
10050100
100'

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:22 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.3
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

DIMENSION PLAN

AS SHOWN

PROPOSED EXISTING
LEGEND

BOUNDARY LINE

CENTERLINE

RIGHT-OF-WAY

PARCEL LINE

LOT LINE

CURB, GUTTER, AND SIDEWALK

EDGE OF PAVEMENT

PHASE LINE
N/A
N/A
N/A
N/A
SEE SHEET TM3.2
SEE SHEET TM3.1

ATTACHMENT D
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
ELB
ELB
PPPPPP
PP
PP
SP
PP
SP
PP
PP
SP
PP
PP
PP
PP
ICV
ICV
ICV
ICV
ICVICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
SP
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A"STREET "D"
STREET "E"STREET "W"
STREET "V"
STREET "P"STREET "Q"
STREET "L"
STREET "S"
STREET "Y"
STREET "N"
STREET "C"
STREET "O"
STREET "T"STREET "Q"
STREET "G"
STREET "C"
STREET "I"
STREET "M"
STREET "G"
LOT H
LOT G
LOT F
LOT E
LOT A
HDR

9.5 AC

LOWER SACRAMENTO ROAD

MARLETTE ROAD
BO
BO
BO 12"W
12"W
12"W
12"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
16"W
16"W
16"W
16"W
8"W
8"W
8"W
8"W
8"W
12"W
8"W
8"W
8"W
12"W
12"SD
15"SD
18"SD
15"SD
15"SD
24"SD
24"SD
24"SD
15"SD
18"SD
24"SD
30"SD
36"SD
36"SD
24"SD 12"SD
12"SD
24"SD
30"SD
15"SD
15"SD
18"SD
18"SD
24"SD
36"SD
12"SD
18"SD
24"SD
8"W
8"W
8"W
24"SD
16"W
16"W
16"W
24"SD
24"SD
24"SD
24"SD
12"SD
15"SD
16"W
16"W
12"W
18"SD
12"SS
12"SS
12"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
12"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
12"SS
8"SS
8"SS 8"SS
8"SS
10"SS
8"SS
8"W
12"W
12"W
10"SS
8"W
BO

WATER NOTES
W1THE WATER TRUNK MAINS IN WEST LANE AND EIGHT-MILE ROAD ARE CONDITIONED TO BE

CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY.

THE WATER TRUNK MAIN IN LOWER SACRAMENTO ROAD PER THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021)

PROPOSED WATER TRUNK MAINS ALONG MARLETTE ROAD AND WITHIN THE PROJECT LIMITS ARE BASED ON THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021).

FINAL LOCATIONS AND SIZES FOR WATER TRUNK MAINS TO SERVE THE PROJECT WILL BE

BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

W2
W3

SEWER NOTES
S1THE SEWER TRUNK MAIN IN WEST LANE IS CONDITIONED TO BE CONSTRUCTED BY THE TRA

VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY.

PROPOSED SEWER TRUNK MAIN IN MARLETTE ROAD IS BASED ON PRELIMINARY SEWER DESIGN CALCULATIONS. FINAL LOCATION AND SIZE FOR THE SEWER TRUNK MAIN TO

SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

S2

STORM NOTES

STORM NOTES
D1THE PROJECT STORM DRAINAGE DESIGN IS PROPOSING TO INSTALL A STAND-ALONE STORM DRAINAGE BASIN TO SERVE THE PROJECT SITE ONLY. STORMWATER WILL BE

PUMPED FROM THE BASIN TO THE EXISTING CITY OF STOCKTON STORM DRAINAGE SYSTEM. THE STORMWATER PUMPING WILL OCCUR OFF-PEAK SO AS NOT TO IMPACT THE CAPACITY OF DOWNSTREAM FACILITIES. THE PROPOSED BASIN HAS BEEN SIZED TO ACCOMMODATE 200% OF THE DESIGN STORMWATER RUNOFF TO ACCOUNT FOR THE METERED OUTFALL. THE FINAL LOCATION AND SIZE FOR THE STORM DRAINAGE FACILITIES

TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

PHASING NOTES
54'
17' 10'
27'

R/W R/W
P.U.E.

F/C17'10'
P.U.E.

F/C
27'
W
SS
SD
3'4'3'
5'
SIDE-
WALK
5'5'
SIDE-
WALK
5'
12'4'
C/L
16'

TYPICAL UTILITY CROSS-SECTIONA
NTS

2.0%

2.0%
C/L
4'

SS FLYLINE
8" FLYLINEWHERE NEEDED.

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:23 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.1-TM4.3.dwg TM4.1
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

UTILITY PLAN

AS SHOWN
0 1" =
10050100
100'
SEE SHEET TM4.3
W2
W2
W2
W3
S2
W3
S2
SEE SHEET TM4.2

ATTACHMENT D
MAIL
ELB
PP
PP
PP
PP
PP
PP
PP
PP
PP
PP
SP
PP
PP
PP
JP
SP
JP
SP
SP
PP
PP
PP
PP
PPPP
PP
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
ICV
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA"
STREET "AS"
STREET "AV"
STREET "AK"
STREET "AJ"
STREET "AH"
STREET "AC"
STREET "AD"
STREET "T"
STREET "AY"
STREET "AQ"
STREET "AO"
STREET "AG"
STREET "Y"
STREET "AR"
STREET "BB"
STREET "Y"
STREET "AL"
STREET "C"
STREET "T"
STREET "AG"
STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT"
STREET "AM"
STREET "AB"
STREET "Y"
LOT M
LOT J
LOT L
LOT K
LOT C

BASIN AREA

4.5 AC
LOT D

PARK SITE

3.47 AC
LOT B
LOT V

EIGHT MILE ROAD

EIGHT MILE ROAD

WEST LANE
BO
Ex24"W
Ex24"W
Ex24"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
12"W
8"W8"W
8"W
8"W
8"W
8"W 8"W
8"W
12"W
8"W
12"W
12"W
8"W
8"W
66"SD
66"SD
12"SD
30"SD
12"SD
24"SD
15"SD
24"SD
24"SD
24"SD
66"SD
30"SD
30"SD
36"SD
15"SD 18"SD
24"SD
30"SD
36"SD
36"SD
36"SD
42"SD
18"SD
15"SD
12"SD
18"SD
12"SD
12"SD
18"SD
15"SD
12"SD
30"SD
18"SD
48"SD
36"SD
72"SD
72"SD
15"SD
18"SD
24"SD
12"SD
30"SD
SDFM
30"W
30"W
24"SD
18"SD
15"SD
18"SD
36"SD
18"SD
30"SD
18"SD
24"SD
24"SD
72"SD
24"SD
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
8"SS
10"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS8"SS
8"SS
10"SS
10"SS
12"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
8"SS
8"W
8"W
8"W 8"W
12"W
8"W
8"W
Ex8"W
Ex8"W
Ex8"W
30"W
12"W
12"W
4"SS SERVICE
4"W SERVICE
7:1
7:1
7:1
7:1
3:1
3:1
3:13:1

SUPPLEMENTAL

STORM WATER

STORAGE ONLY
BASIN DEPTH=5'

42.74 AC-FT
150% OF 10 YEAR
48 HOUR STORM
BASIN DEPTH=24'

WATER NOTES
W1THE WATER TRUNK MAINS IN WEST LANE AND EIGHT-MILE ROAD ARE CONDITIONED TO BE

CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY.

THE WATER TRUNK MAIN IN LOWER SACRAMENTO ROAD PER THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021)

PROPOSED WATER TRUNK MAINS ALONG MARLETTE ROAD AND WITHIN THE PROJECT LIMITS ARE BASED ON THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021).

FINAL LOCATIONS AND SIZES FOR WATER TRUNK MAINS TO SERVE THE PROJECT WILL BE

BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

W2
W3

SEWER NOTES
S1THE SEWER TRUNK MAIN IN WEST LANE IS CONDITIONED TO BE CONSTRUCTED BY THE TRA

VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY.

PROPOSED SEWER TRUNK MAIN IN MARLETTE ROAD IS BASED ON PRELIMINARY SEWER DESIGN CALCULATIONS. FINAL LOCATION AND SIZE FOR THE SEWER TRUNK MAIN TO

SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

S2

STORM NOTES

STORM NOTES
D1THE PROJECT STORM DRAINAGE DESIGN IS PROPOSING TO INSTALL A STAND-ALONE STORM DRAINAGE BASIN TO SERVE THE PROJECT SITE ONLY. STORMWATER WILL BE

PUMPED FROM THE BASIN TO THE EXISTING CITY OF STOCKTON STORM DRAINAGE SYSTEM. THE STORMWATER PUMPING WILL OCCUR OFF-PEAK SO AS NOT TO IMPACT THE CAPACITY OF DOWNSTREAM FACILITIES. THE PROPOSED BASIN HAS BEEN SIZED TO ACCOMMODATE 200% OF THE DESIGN STORMWATER RUNOFF TO ACCOUNT FOR THE METERED OUTFALL. THE FINAL LOCATION AND SIZE FOR THE STORM DRAINAGE FACILITIES

TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS.

PHASING NOTES
54'
17' 10'
27'

R/W R/W
P.U.E.

F/C17'10'
P.U.E.

F/C
27'
W
SS
SD
3'4'3'
5'
SIDE-
WALK
5'5'
SIDE-
WALK
5'
12'4'
C/L
16'

TYPICAL UTILITY CROSS-SECTIONA
NTS

2.0%

2.0%
C/L
4'

SS FLYLINE
8" FLYLINEWHERE NEEDED.

APPROVED
SHEET
NUMBER

DATEDESCRIPTIONS

REVISIONS
NO.

CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY:

NOT FORCONSTRUCTION
PLOTTED: 05/13/2025 09:23 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.1-TM4.3.dwg TM4.2
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025

STOCKTON,

VESTING TENTATIVE SUBDIVISION MAP
LeBARON RANCH SUBDIVISION

UTILITY PLAN

AS SHOWN
0 1" =
10050100
100'
SEE SHEET TM4.3
SEE SHEET TM4.1
W1
W1
W1
W1

ATTACHMENT D
ELB
PP
PP
PPPP
PP
PP
PP
PP
PP
ICV
ICV
ICV
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X"
STREET "BG"
STREET "BO"
STREET "BR"
STREET "AV"
STREET "BK"
STREET "AY"
STREET "Y"
STREET "BA"
STREET "BB"
STREET "Y"
STREET "BE"
STREET "BF"
STREET "Z"
STREET "BN" STREET "C"
STREET "C"
STREET "C"
STREET "BG"
STREET "BT"
STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ"
STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "Q"
STREET "BJ"
STREET "BR"
LOT P
LOT N
LOT M
LOT R
LOT S
LOT T
LOT U
LOT B

PARK AREA

8.75 AC

WEST LANE

MARLETTE ROAD
BO
BO
Ex24"W
Ex16"W
Ex24"W
Ex24"SS
12"W
12"W
12"W
12"W
12"W 12"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
8"W
16"W 16"W
16"W
8"W
8"W
12"W
12"W
8"W
8"W
8"W
12"SD
36"SD
12"SD
30"SD
30"SD
15"SD 18"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD
12"SD
24"SD 30"SD
12"SD
12"SD
42"SD
12"SD
42"SD
60"SD
42"SD
24"SD
12"SD
24"SD
24"SD
24"SD
30"SD
36"SD
36"SD
42"SD
12"SD
12"SD
12"SD
18"SD
12"SD
18"SD
8"W
42"SD
36"SD
15"SD
24"SD
8"W8"W
8"W
18"SD
30"SD
8"W
15"SD
60"SD
48"SD
Ex24"W
16"W
18"SD
36"SD
15"SD18"SD
18"SD
48"SD
30"SD
15"SD
15"SD
36"SD
36"SD
18"SD
15"SD18"SD
30"SD
24"SD
24"SD
15"SD
8"W
24"SD
16"W16"W 16"W
15"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
10"SS
8"SS
10"SS
10"SS
8"SS
8"SS
8"SS 8"SS 8"SS
8"SS
8"SS
8"SS
10"SS
10"SS8"SS
8"SS
10"SS
10"SS
10"SS
10"SS
12"SS
12"SS
15"SS
18"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
18"SS
10"SS
8"SS8"SS
15"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
8"SS
10"SS
10"SS
18"SS
24"SD
8"SS 8"SS
10"SS
8"W
8"W
8"W
8"W 8"W
Ex8"W
Ex8"W
Ex8"W
4"SS SERVICE
6"W SERVICE
7:1
7:1
7:1
7:1