PROJECT SUMMARY
A.P.N.: ENGLISH OA
047-025-069, 047-025-019 & A PORTION OF
047-025-036
EXISTING PARCELS: VESTING TENTATIVE SUBDIVISION MAP
EXISTING ACREAGE (GROSS): +46.23 ACRES
GENERAL PLAN (VOP FDP): LOW & MEDIUM DENSITY RESIDENTIAL SYCAMORE RANCH 2 VOP FINAL DEVELOPMENT PLAN:PLANNING AREAS 34, 35, 36 & 39
PROJECT STATEMENTS
VTSM CONSISTS OF 247 SINGLE FAMILY RESIDENTIAL LOTS, LOT "A" A.P.N. 047-025-006 047-025-020 A.P.N.
LOT "B" & LOT. "C" ENGLISH OAK AVENUE ENGLISH OAK AVENUE
DEVELOPEF RESERVES THE RIGHT TO DEVELOP THE PROJECT IN
MULTIPLE PHASES AND SOUrNCi
VISM TO CREATE LOTS THAT WILL BE CREATED WITH FINAL MAP.
ALL ROADS, LOT 'A', 'LOT B' & 'LOT C' TO BE DEDICATED TO THE CITY OF PATTERSON, FOR PUBLIC USE.
TO BE CONSTRUCTED PRIOR TO OR UPON
RECORDNC O A FINAL MAP FOR THE PROJECT. STREE
STORM DRAINAGE FACILITIES To BE DEDICATED TO THE CITY OF
PATTERSON VICINITY MAP
SANILART SEWER FACILITIES TO BE DEDICATED TO THE CITY OF CITY OF PATTERSON, STANISLAUS COUNTY, STATE OF CALIFORNIA
PATIERSON
DOMESTIC WATER AND NON-POTABLE WATER FACILITIES TO BE
DEDICATED TO THE CITY OF PATTERSON. LEGEND
IMPROVEMENTS TO BE IN ACCORDANCE WITH CITY OF PATTERSON STREET M
STREET PROPOSE
STANDARDS. RIGHT-OF-WAY
SETBACK REQUIREMENTS IN ACCORDANCE WITH THE LOW AND 'STREET CENTER LINE
MEDIUM DENSITY RESIDENTIAL DEVELOPMENT STANDARDS EASEMENTS
PROPOSED USE OF PROPERTY AS SHOWN ON THE VILLAGES OF EDGE PAVEMENT PATTERSON PDP/FDP, PLANNING AREAS 34. 35. 36 & 39. OV-RHEAD STORM DRAINAGE LINE•
PROPERTY DESCRIPTION STREET SYCAMORE AVENUE RRIGATION LINE AND PORTION. LOTS 53 AND 54 OF PATTERSON. COLONY A.P.N. 047-025-011 SANITARY SEWER LINE A.P.N. 047-026-026 WATER LINE
SIR-TRACT NO ONE THE MAP RECORDED IN VOLUME
MAPS, PAGE E ANY STANSLAUS STANISLAUS COUNTY RECORDS, CITY OF PATE SON. NON-POTARS INI STANISLAUS STREET O WALL (6)
PROPERTY OWNER / DEVELOPER BARRICADE
NAME VOP NORTH LLC 'STREET
CONTACT: WILLIE TRAINA 'STREET C ACCESSIBLE RAMP
MAILING ADDRESS: 47 NAV ARU RELEASE
CITY/STATE/ZIP: PATTERSON, CA 98363 BACKFLOW PREVENTER
PHON-
[email protected] CATCH BASIN
DRAIN INLET
CONTACT: DAVID POLATNICK _STREET Q DRIVEWAY
MAILING ADDRESS: STREET, SUITE 150 A.P.N. 'STREET B ELECTROLIER 660 THIRD 047-025-068
AP N. A.P.N. FIRS HYDRANT
CITY/STATE/ZIP: SAN FRANCISCO, CA 94107 GUY ANCHOR
PHONE: (415)442-5000 047-025-037 047-025-008
AMATE [email protected] IRAL OALVE BOX
MANHO -
MAP PREPARED BY DOWED DOI C
NAME: GDR ENGINEERING, INC. PRESSURE MANHOLE
CONTACT: MAX GARCIA/HAREN SANGHERA/JASON CHAPMAN OLIVE AVENUE OLIVE AVENUE MAILING ADDRESS: 3525 MITCHELL ROAD, SYCAMORE RANCH SERVICE POLE
CORES TH-PHONS ROX
PHONE: TDCC
(209)538-3360
EMAIL: [email protected] VALVE
JASONCHAPMANG-DRENCR COM
25, 2023 AT 2:28PM MONUMENT WELL
NOTES EXISTING IRRIGATION FACILITES TO BE DESIGNED SHEET INDEX
ANIN PRESERVED DED DIN STANDARD SPECIFICATIONS COVER SHEET LOTTING & UTILITY PLAN
PRIOR TO RECORDATION OF ANY FINAL MAP WITHIN STREET SECTIONS CONCEPTUAL GRADING PLAN
THIS MAPPED AREA, DEVELOPER/BUILDER SHALL DEDICATE SATNA CTS CONCEPTUAL GRADING PLAN ONE (1) ANDE LANIN COD THE PATTERSON FIRE LOTTING & UTILITY PLAN 10.
CONCEPTUAL GRADING PLAN
STATION NEAR THE VILLAGES OF PATTERSON. LOTTING & UTILITY PLAN 11. CONCEPTUAL GRADING PLAN.
LOTTING & UTILITY PLAN
200 800
ABBREVIATIONS SCALE: 1" = 200' funek Claper GDR ENGINEERING, INC. (IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT)
C: \Users \HSANGH~1 AppData \Local\ Temp \AcPublish_29396\22003 VTSM.dwg PLOT Sep AC ASPHALT CONCRETE NON-POTABLE ENGINEERING/SURVEYING/PLANNING APN ASSESSORS PARCEL NUMBER NOT TO 3525 MITCHELL ROAD, SUITE G CERES. CA 95307
ADV AP POSACI VA VE OVERHEAD LINES
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
REP BACK FLOW PREVENTER PROPERTY LINE GRADING TABLE CY
BLOWOFF POWER POLE
CENTER LINE RADIUS CUBIC YARDS (CUT) 44,096 ALADMIANI
66134 VILLAGES OF PATTERSON - SYCAMORE RANCH 2
BORANT RIGHT OF WAY CUBIC YARDS (ADJUSTED FILL) 56,336
Coac PAVEMENT SO DRAIN VESTING TENTATIVE SUBDIVISION MAP IMDOPT 12,240 TOTAL #OF
LIA DAINIT •CIVIL..
SQUARE GROSS LOTS COVER SHEET
STATE OF CAL FORET
COVES DOE
SANITARY SEWER • RADICA PULATED BASED ACREAGE SCALE: AS SHOWN 09/25/2023 LANDSCAPING SIDEWALK DURING 46.23 247
FINAL DESIGN PHASE. 9/25/2023
WATER / WELL DATE SICNED:
SOUTH NOR IF
R/W
- 69'-
- 32'-
-18'- 12' -Is
TRAVEL TRAVEL - PARKING TRAVEL PARKING -Is
TRAVEL
69' RIGHT-OF-WAY (A) 82' RIGHT-OF-WAY (B)
ENGLISH OAK AVENUE (WEST OF ASHWOOD LANE, EAST OF STREET G) ENGLISH OAK AVENUE (ASHWOOD AVE TO STREET G)
IRRIGATION EASEMENT
N...
N.T.S.
EXISTING
EXISTING EXISTING
NORTH R W PROPOSED
SOUTH R/W
- 31'- -12'
SOUTH
R/W
-92'
-42'-
5s ∞
92' RIGHT-OF-WAY (C)
OLIVE AVENUE
N.T.S.
EXISTING EXISTING
PROPOSED EXISTING
NORTH R/W R/W CL SOUTH R/W
38' -7'- -31'- -19.5'
JORTH
- 100'-
-50'- -50'
5' BLOCK WALL TBIKE LANE®
100' RIGHT-OF-WAY (D)
OLIVE AVENUE
N.T.S.
PROPOSED "VICTINA
FACT D/
-55'
—25'-
NORTH
SOUTH
R W
R Wi
SW/ 14' *2'x_ґ'_
BIKE PATH TRAVEL TRAVEL 43'. -23
MEDIAN
' BLOCK WALL 12'
18'
IS SW/BIKE PATH- TRAVEL TRAVE!
EG SW 250 125 250 500
: \Projects\22003 Sycamore Ranch II VTSM MAPPING FILES AND DRAWINGS\Drawings\22003 VTSM.dwg PLOT Sep 25, 2023 AT 2:39PM 83' RIGHT-OF-WAY (E) 66' RIGHT-OF-WAY (F) SCALE: 1" =250'
SYCAMORE AVENUE
N.T.S. (IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT) NTC
WEST EAST
R W
GDR ENGINEERING, INC.
R/W lapr ENGINEERING/SURVEYING/PLANNING
-38' -49 - 46'. D
+ 8° 3525 MITCHELL ROAD. SUITE G CA 95307
TRAVEL PARKING LANDSCAPE SWALE PATH NOSEPE -23 -23'- TELEPHONE: (209) 538-3360 FAX: (209) 538-7370 ' BLOCK WALL JASON Ki
wwwarroncingorin@com
CHAPMAN VILLAGES OF PATTERSON - SYCAMORE RANCH 2
SW -TRAVEL -TRAVEL No. 66134
VESTING TENTATIVE SUBDIVISION MAP
• CIVIL.. STREET SECTIONS
87 RIGHT-OF-WAY (G) 46' RIGHT-OF-WAY (H) DATE:
ASHWOOD AVENUE LAYOUT 2-ST SEC
INTERIOR STREETS 25/2023
NITC DATE SCENE
A.P.N. 047-025-006 A.P.N. 047-025-020 A.P.N.
047-026-024
EXISTING IRRIGATION VALVES
AND SIANUFIFES (L
-85.00 8
1084 -77.00.
EXISTING PROPERTY LINE
SYCAMORE AVENUE
85.00- 84. 00 83.00
EXISTING BARN
EVICTING LACE
EVICTING DRADEPTY.I IND
EXISTING PROPERTY EXISTING CENTERLINE
• EXISTING CANAL
A.P.N. 047-025-011 A.P.N. 047-026-026
85.00- A.P.N. 32.00- A.P.N. A.P.N.
047-025-069 047-025-036 047-025-019 8.00
0078
EXISTING LOT LINE EXISTING RIGHT OF WAY
0-8.
EXISTING LOT LINE
EXISTING HOUSE
A.P.N.
FISTING HOUSE 047-025-068 đ
EXISTING IRRIGATION
ADDIIRTEMANCEC FYISTING CHEN
PROFESSION
AP N HOUSE A.P.N. EXISTING CENTERLINE
047-025-037 EGISTERED
047-025-008 CHAPMAN
STATE CALLE • CIVIL.•
OLIVE AVENUE
9/25/2023
DATE SIGNED:
GDR ENGINEERING, INC.
D ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD. SUITE G CA 95307
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
190 240
VILLAGES OF PATTERSON - SYCAMORE RANCH 2
VESTING TENTATIVE SUBDIVISION MAP
EXISTING SITE
DATE•
EXSING TOPORAPIC CONTOURS SHOWN AT 1' INTERVALS AND
: Users HS/ 22003 VTSH dwa
ARE BASED UPON A TOPOGRAPHIC SURVEY CONDUCTED MAY 132022 GP, AC
ENGLISH OAK AVENUE
71.65 46.02 46.02 46.02' 46.02' 46.02 46.02' 99.23
00'
141
4,862 S.F. S.F. 10A.9g.
1825 г. 95.73' 189
91.17 61.04 105.00 105.00° 84 4.832 S.F 105.00' 105.00' 105.00' 105.00' 8,120 S.F. 4,832 4,832 4,832 4,757
142
4,103 S.F. STREET N 10195
91.18 30.56 46.02' 46.02' 46.02' 46.02' 46.02' 20.42'27 109.02'
45.00 143 R=42'190
4,103 S.F. 8 7,098 S.F.
91.19 •R=40'
45.00° 30.56 45.00 45.00' 45.00' 45.00' 45.00 85.94'
144
4.104 S.F. 50.00'
21.7727.78 47.37'
91.19 180S. F. S.F. 4,435 S.F.
95.62' 95.62' 4.303°S. F. 95.62' 178 4,303 S.F. 4,303 S.F. 1,303 S.F. 95.62' 10" W 145 71.17' 71.17' 95.20'
4.104 S.F. O'
192 50.00'
91.20 4,510 S.F.
18 410263 146 55.00' 45.00' 45.00' 45.00' 45.00' 55.00
45.00' 95.21'
S.F. 193 47.37 50.00' MATCH LINE - SEE SHEET 6
91.20° S.F. 112 st 4,510 S.F.
00' 95.62' 95.62' 4,303 S.F. 95.62'
147 4,960
4.104 S.F. 95.21'
91.21' STREET M 194 47.37' 50.00'
45.00' 45.00' 45.00° 45.00° 4,510 S.F.
45.00 148
4,105 S.F.
91.22'
149 " 51.54'
4,105 S.F. 69.56' 49.00' 49.00 49.00' 69.56
95.21'
91.22 4,8157 55.000 55.00' 164 47.37' 196
00' 4,871 S.F 4,510 S.F.
150 90.00' 167 4,410 S.F. 90.00' 4,410 S.F. 90.00' 4,410 S.F. 90.00' 4,105 S.F. 94.00°
94.00 95.21'
91,23' 156 45.31' 45.31' 163 47.37 197
1g 00' 45.31'
151 4,259 S.F. 4,259 S.F. 4,510 S.F.
4,105 S.F. 49.00° 49.00' 94.00'
94.00 95.21'
91.23' 45.31' 155 45.31' 45.31' 162 47.37' 198 47.37'
1g 00' 4,259 S.F. 4.259 S.F. 4.510 S.F.
152
4106 S.F. 94001
94.00 110.62' 5,420 °S.F. 110.62' 160 5,420 S.F. 110.62'
95.22'
91.24' 43.49'
154 55.00° 55.00' 161 199
153 16.93294 5,104 S.F. 5,104 S.F 5,171 S.F.
4,667 SE 82.49' 49.00 82.49' 83.70'
30 60 240
82.30°
STREET K TO BE EYTENDED SCALE: = 60i
TO FUTURE WAR EY IF THIS SHEET IS NOT 18"X26". IT IS A REDUCED PRINT)
PARKWAY BY OTHERS
45.00 45.00 45.00 45.00 45.00 50.85'
C: \Users \HSANGH~1 \AppData\Local\Temp \AcPublish_29396\22003 VTSM.dwg PLOT Sep 25, 2023 AT 2: 30PM GDR ENGINEERING, INC.
MATCH LINE - SEE SHEET 5 ENGINEERING/SURVEYING/PLANNING 3525 MITCHELL ROAD, SUITE G CERES, •CA 95307
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
wwwadrenaineerina.com
CHAPMAN
66134 VILLAGES OF PATTERSON - SYCAMORE RANCH 2
VESTING TENTATIVE SUBDIVISION MAP
• CIVIL LOTTING & UTILITY PLAN
09/25/2023
DWG NO. 22003 VTSM.dwg LAYOUT 4-LOTTING
9/25/2023
DATE SIGNED.
MATCH LINE - SEE SHEET 4
82.30°
ASHWOOD LANE
-XISING STOP SICN
PROPOSED STOP SIGN
30.56' 45.00 45.00° 45.00 45.00' 45.00' 50.85
STREET K TO BE EXTENDED STREET K
TO FUTURE WMBLE 200
PARKWAY BY OTHERS 4,740 S.F. PROPOSED STOP BAR
18 233 93.65'
5,934 S.F. 4,852 S.F. EXISTING F-T
69.21' 95.22' URN ARROW
91.34' 46.79'
STREET O S.F.
232 55.00 45.00 45.00' 45.00' 45.00 45.00' 55.00*
4,767 S.F 95.22 EXISTIN
TOP RA
202 EXISTING LEFT
91.34' 4.853 . г. 4,456 S.F. OLIVE AVENUE TURN ARROW
124 5. F. 4,2236 93.65 $4,852 APN 047-025-036
27.79'26.94 95.22
4.724 S.F. STREET P
203
45.00' 45.00° 45.00 45.00' 45.00' 30.56 4,456 S.F.
82.07 95.23
204 46.79'
230
7,997 S.F. 4,456 S.F. D ASHWOOD LANE-60
95.23 S.F. 205 46.79' RAFFIC CONTROL BLOWUP
4,310 STREET L 14,456 S.F.
4,310
8,072 S.F. 95.23 DRADACED ICCT
TURN ARROW
46.79' 206 MATCH LINE - SEE SHEET 7
141.18' 46.02' 46.02' 46.02' 46.02' 46.02' 46.02 4,456 S.F.
50.45 50.45' 50.45' 50.45 50.45' OIS HOIS
95.23'
207 PROPOSED STON
FYISTING STOP
4,456 S.F. SIGN
95.23'
208 PROPOS-D STOP RAR
STREET Q
4. 58'
50.45 OLIVE AVENUE
5045' STRIPING
50.45 4913' 49.13' 8.394 EXISTING
L EXISTING LEFT CTAD RAD
R=42'
106.25 215 STREET R 5,350 S.F. 106.25 213 5,220 S.F. 106.25 212 5,220 S.F. 106.26' 96.99' 210
9,802 S.F.
49.13' 122.19'
SEE DETAIL "TRAFFIC CONTON THIS SHEE TRAFFIC CONTROL BLOWUP 2 SCALE: 1"=30'
OLIVE AVENUE GDR ENGINEERING, INC.
G
D ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD, SUITE G CERES.
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
60 240
CHAPMAN
66134 VILLAGES OF PATTERSON - SYCAMORE RANCH 2
VESTING TENTATIVE SUBDIVISION MAP
SCALF. 1" LOTTING & UTILITY PLAN
(IF THIS SET IS NOT 1SX26: IS A REDUCED PRINT STATE OF
DATE.
00 99 9093
9/25/2023 LAYOUT 5-LOTTING
DATE SIGNED:
- CONNECT TO EXISTING CANAL ENGLISH OAK AVENUE
107.95' 50.00 50.00 50.00° 50.00 50.00° 50.00 50.00 50.00' 40.49' 50.00 50.00 50.00' 50.00 50.00' 50.00 50.00 TS 40.48 28.48'
18,412's.r. 84.90$ S.F. ,000 S.F.
24,310 3.r. 100.00' 113 5,000 S.F. 100.00' 114 15,000 S.F 100.00° 115 5,000 S.F. 116 100.00' 117 100.00' 118 100.00 119 5,000 S.F. 100.00' 5,511 S.F. 4100. ·100.00° 7100000 11 5,000 5,000 5. 15,003 5,000
5,000 4,615
10774, 7-42 STREET STREET F
13. 15.18 50.00 50.00° 50.00° 1: 35.56
50.00 50.00 50.00' 50.00' 35.56' 50.00' 50.00° 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 110 31 10.00
9,321 S.F.
R= 40'
97.87' 77.72 77.72 77.72' 77.72 79.89' 75.56' 35.56' 50.00 50.00' 109 4.23 8LL, 140 131 130 121 5.701 .F. 10.00
5,287 S.F. 5,423 S.F. 5,423 S.F. 5,423 S.F. 5.423 S.F. 5,961 S.r. =42'
35.56'
107.28 10217' 102.17 102.17 102.17 $5,658 S.F. 4,964 S.F. 4,964 S.F. |4,964 S.F. 4,573 S.F. 12 104.33 100.00' 5,013 S.F.
47.37' 5,364 S.r. 139 50.57' 132 129 122 50.54
5,167 S.F. 5,167 S.F. 5,167 S.F. 84
5,167 S.F. 5,273 s.r. 5.054 S.F.
107.27 •I- 60.00 50.00' 50.00' 50.00' 50.00' 58.12'
102.17 102.17' 102.17 102.17 104.33 ma SYCAMORE AVENUE A MATCH LINE - SEE SHEET 4 50.00' 100.00'
107 STREET 138 50.57 128
5,364 S.F. 5,167 S.F. STREET 5,167 S.F. 5,167 S.F. STREET 83 75.01' ASHWOOD LANE 5.273 SE 5,054 S.F. 99.64' 10,033 102.64'
107.27 18
102.17' 102.17 102.17 5,679 S.F. 4,982 S.F. 4,982 S. 4,982 S.F. 4,527 104.33' 100.00'
50.00' 50.57' 137 50.57'
5,364 S.F. 134 50.57 127 50.57 124 89 50.54' STREET E
5,167 S.F. 5,167 S.F. 5,167 S.F. 5167 S.F. 82
5,273 S.F. 5,054 S.F. 35.56 50.00 50.00' 50.00' R=37'50 107.27 102.17 102.17 102.17
102.17' 104.33' 100.00
31.56' * 31.56
ON 51.54 136 56.00$ 126 56.00' 50.54'
S.F. 5,423 S.F. 35 .r. E5,5,423 S.F. 5123 5.. 5,175. 5,054 S.F.
78.36' 77.72 77.72 77.72 77.72 -R=40' 35.56 50.00 50.00'
93.25 100.00 3.000
50.54° 12.20
80 50.54' 99.64' 99.64' 99.64'
5,054 S.F. 19' · 99.64
91 e5,679 28 27 26 25
50.00 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00° 50.00' 18.44 35.03 9.310 S.F. 4,982 S.F. 4,982 S.F.4,982 4,591 S.F. 15031 S.F. 100.00
R=40' 55.63 147.54
R=42. 79
S.F. S.F. S.F. 5,054 S.F.
100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 100.00' 60.00 50.00' 50.00' 50.00' 50.00' 58.08°
37.54 104 5,000 S.F. 5,000 S.F. 101 5,000 S.F. 8 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 53805. 5,922 5,000 92 100.00'
8,856 S.F.
50.54' 78 99.64' 7799.64 7199.64 ·99.64 84.88'
60.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00° 50.00' 50.00' 148.27 5,047 S.F. - 31 32 35
5.604 S F 14982 4,982 4,982 5,678 S.F.
55.00'
98.71' STREET D
APN 047-025-036 50.54' 32.63 50.00' 50.00' 50.00' 50.00 43.32'20
4.611 S.F.
R=40'-
83.10'
50.54 4,555 S.F. 50.00 50.00' 50.00' 43.31 г%.
R=75'
P: \Projects \22003 Sycamore Ranch II VTSM\MAPPING FILES AND DRAWNGS\Drawings\22003 VTSM.dwg PLOT Sep 25, 2023 AT 2: 45PM 98 96' MATCH UINE - SEE SHEET 7
GDR ENGINEERING, INC.
ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD. SUITE G CERES, CA 95307
PROFESSIONA TELEPHONE: (209) 538-3360 FAX: (209) 538-7370 JASON K.
VILLAGES OF PATTERSON - SYCAMORE RANCH 2
1 90 240 VESTING TENTATIVE SUBDIVISION MAP
LOTTING & UTILITY PLAN
SCALE: AS SHOWN 09/25/2023
ONG NO. 22003 VTSM.dwg LAYOUT 6-LOTTING
(IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT) 25/2023 GP, AC DATE SIGNED:
MATCH LINE - SEE SHEET 6
$ 4,611 S.F.
R=40'→®
83.10'
50.54' 76
4,555 S.F. 50.00' k0 00 50.00' 50.00' 43.31
R=75' STREET D
98.96'
50.54' 75 ·199.63 1,982 · 99.63 .9828 $ 99.65 4,982 $ 99.63 ,636 " 84.88' 5,050 S.F. ,603 S.F. 4,982
72.26'
APN 047-025-038 100.00
50.54 5,054 S.F. 60.00 50.00' 50.00 50.00' 50.00' 58.07 100.00' 75.19'
50.54' 99,63 ·99.63 ·199.63 7199,63 81.08' 5,027 10253* 73 5,6722 4.0823 4.982 1,9825
5,054 S.F. 4,591 S.F
STREET C .t3* 15.04
100.00'
50.00' 50.00 50.00*
50.54'
5.054 S.F.
ASHWOOD LANE
100.00
50.54' 5,054 50.00 50.00 50.00
S.F.
100.00'
MATCH LINE - SEE SHEET 5 50.54' 99.63' 99.63' 99.63 99.63' · 81.07 5,054 14,9822 4.982 50
S.F. S.F. S.F. 4,982 4,591 5,025
60.00° 50.00 49.04° 50.00 50.00' 58.07 SYCAMORE AVENUE
50.54'
75.19' 99.63' 99.63' 99.63' 99.63 81.07' 025 510263*
54 56 57 58
68 5,679 S.F.
5,054 S.F. 60 SD-
STREET B
100.00' 50.00' 50.00' 50.00'
50.54' 5,054 s.r.
100.00'
35.56 50.00 50.00' 50.00' R-42
66 SS LIFT STATION
5,054 S.F. 10.00 5.07:- CONNECT TO EXISTING SDMH
99.64' 99.64° 99.64°
100 00 26434 OT
64 63 62 61 60
PRESSURE MANHOLE 65 - 10. S.F. 4,982 S.F. 4,982 S.F. 4,982 S.F. 4,590 S.F.
FLUSH WITH SIDEWALK CONNECT TO EXISTING 5,805 S.F. 13.00' (TYPICAL IRRIGATION PIPE 92-40.24
80.24' 50.00' 50.00 50.00' 50.00' -R=45'
SEE DETAIL "TRAFFIC CONTROL BLOWUP 2"3
ON CHEET D
CONNECT TO EXISTING W & N
<6'NP)
: \Projects\ 22003 Sycamore Ranch II VTSM\MAPPING FILES AND DRAWINGS\Drawings\22003 VTSM.dwg PLOT Sep 25, 2023 AT 2: 44PM OLIVE AVENUE GDR ENGINEERING, INC.
Lunk Chape ENGINEERING/SURVEYING/PLANNING
ZEDE MTOUCII DAAN CITE A CERES, CA 95307
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
www.gdrengineering.com
CHADIAN
No. 66134 m VILLAGES OF PATTERSON - SYCAMORE RANCH 2
240 *i cavin. VESTING TENTATIVE SUBDIVISION MAP
LOTTING & UTILITY PLAN
SCALE: AS SHOWN DATE:
SCALE: 60% WE No 22003 VTSM.dwa LAYOUT Z-LOTTING
25/1023
(IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT) DATE SIGNED:
APN 047-025-006
- 1% MIN. PAD ELEVATION
ENGLISH OAK AVENUE 101.4
141
SAD: 86.0
AD: 85. PAD: 84.5
-84.391 188
142 32.93TC 82.54TC- _P.U.E. _
PAD: 36.0 100.10 BSW
- 84.15 C
3' TRANSITION
143 STREET N 190
83.535 SLOPE*
PAD: 36.0 PAD: 83.4
-84.01T( STREET
PAD.81 DRIVE-OVER CURB
VERTICAL CURB & GUTTER
82.78TC- 1.48FL 7 TRANCITION
PAD: 842.970 PAD: 83.4
42FL(HP) 181 P.D:30 178 PAD: 84.4 PAD: 84.2 175%
145 0320
PAD: 35.9 R/W
192 VARIES
PAD: 83.4
146 530% 129 -81.35TC-
PAD: 85.8 CINEWAI KI
103
PAD: 83.2 UNDERCUT SO ARE SO SATE 02 AN ELOPE.
APN 047-025-019 147 PA 235 81.21TC. MATCH LINE - SEE SHEET 10 PAD: 85.7 82.47TC- 031.93TC- ASHWOOD LANE
PAD: 83.0
148 81.07TC-
PAD: 85.7
STREET M 195
PAD: 83.0 PEESE
149
80.94TC-
PAD: 85.7 14
157 82.08TC. 31.69TC 164
PAD: 84,4 PAD. 65.0
150 PAD. 64.0 TYPICAL SECTION AT BACK OF LOT
PAD: 85.6 O STREĚT L
- 80 80T
156 163 197
PAD: 83.0 TYPICAL LOT GRADING DETAIL NTS
151 PAD: 84.3 PAD: 83;
PAD: 85.5 82.54TC-
_80 67TC
_00 0zTi
155 162 198
152 DAD. 97.2 PAD: 83.0 PAD: 83.0
PAD: 853
-80 57
PA0:59 60 30 60 120 240
154 199
153 DANST PAD: 82,9 SAD: 33.0
PAD 35.2
(IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINTI
300
34% GDR ENGINEERING, INC.
BOS, STREÉRK 'G
D ENGINEERING/SURVEYING/PLANNING
PROFESSIONE 3525 MITCHELL ROAD, SUITE G CERES.
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
JASON K www.acrenaineorinacon
PAD: 33.0 CHAPMAN VILLAGES OF PATTERSON - SYCAMORE RANCH 2 66134
MATCH LINE - SEE SHEET 9 VESTING TENTATIVE SUBDIVISION MAP SAT DO CLORTA • CIVIL.." CONCEPTUAL GRADING PLAN
CRA. NO CHAN DATE: 09/25/2023
NOTE
EXISTING TOPOGRAPHIC CONTA DO ADO SHOWN AT 1! INTERVALS ANIT 9125/2023 I LAYOUT 8-GRD ARE BASED UPON A TOPOGRAPHIC SURVEY CONDUCTED MAY 13, 2022. DATE SIGNED:
MATCH LINE - SEE SHEET 8
81.61TC - 81.39TC- -81.17TC- 200
• RFTAINING WAIT
233 247 PAD: 83.0
PAD: 34.98 PAD: 83.0 PAD: 83.5 243 PAD: 834
80.85TC-
-83.00 EXISTING PROPERTY PROPOSED PAD
-82.72T0 201
080.30% 5 0.30% 1E'SD, PAD: 83.0
232 -80.99TC-
ECTION
PAD: 85.0 NOT TO SCALE
STREET O 0.50% 202
235 236 PAD: 83.9 238 PAD: 83.0
231 APN 047-025-036
0.69FL(HP)
AD: 85.0 203
-82.84TC
PAD: 83.0
-81.33T(
81. 58т.48% STREETSR 204
230
PAD: 35.0 81 5A0: 33
PAD: 85,0 82.24F1 82.20TC- 81.98TC .81.77TC 205
PAD: 84.3 2235 STREET L PAD: 83.4
PAD: 34.0
- 81 84TC
PAD: 85.0
206 ASHWOOD LANE
PAD: 83.5 MATCH LINE - SEE SHEET 10
-82.13TC-
21983.00- 207
216 217 218 PAD: 84.7 2 PAD: 838
3.28FL(HP) 83.18TC- 04L(HP208
PAD: 83.6
81 82.45TC-
STREET O
209
STREET ROTSD 21 1 81.53FL(LF 81.88T.
215
210
84.000%
2003 VTSM.dwg PLOT Sep 25, 2023 AT 2:35PM.
30 60 240
(IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT)
E OLIVE AVENUE E GDR ENGINEERING, INC.
'G
D ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD, SUITE G
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
wwwadrenaingerina.con
CHAPMAN VILLAGES OF PATTERSON - SYCAMORE RANCH 2
66134
VESTING TENTATIVE SUBDIVISION MAP
• CIVIL. CONCEPTUAL GRADING PLAN
NOTE DATE: 09/25/2023
: Users H EXISTING TOPOGRAPHIC CONTOURS ARE SHOWN AT 1' INTERVALS AND 9/25/7073 LAYOUT 9-GRD A BASED ON TOP SURVEY CONDUCTED MAY 13 2022
APN 047-025-020
ENGLISH OAK AVENUE/ 0.30%
'O,
111
PAD: 83.0
-80.81 TC- 302.c- PAD: 78.
110
PAD: 83.0
0.40%
-81.28TC
4HD,
140 131 1300
37FL (HP) PAD: 82.0 PAD: 82.0 3300 ST PAD: 810 PAD: 30.3
80.04T5.- G -77.57TC TIA 14 12
PAD: 78.6 PAD:78.5 PAD: 78.3 PAD: 78.2 PAD:78.0 PAD: 78 139/ 132 122
87 PAD: 32.0 PAD: 81.9
MATCH LINE - SEE SHEET 8 RONSTRET -81.60TC- - 79.87TC - - 79.45TC 138 133 123
PAD: 82.0 88
PAD: 81.7
-81 44TC
ASHWOOD LANE
134 124 89
PAD: 82.0 PAD: 31G
- 80.9075- - 7951 C
STREET E
136 125 78.68FL 90 81 ).40%
PAD: 82.0 PAD: 81.5
0.83% STREET J 77.42TC-
10.30%
29 28 27 26 25 24
*78.62FL PAD: 805 PAD: 79.7 PAD: 79.4 PAD: 79.2 PAD: 79.0 PAD: 78.9 30 33TC 18 951
92 SYCAMORE AVENUE
PAD: 30.5
34 35
NO PAD: 7989 PAD: 79.2 PAD:73 PAD: /23 PAD: 79.1 PAD: g OPOSED ROUNDABOUT.-
77 PAD: 30.0
APN 047-025-036 STREET D
- 78.32 TO 55
76 BAD: 80.0
\Local\Temp\AcPublish 29396\22003 VTSM.dwa PLOT Sep 25 2023 AT 2:36PM 2тс MATCH LINE - SEE SHEET 11
GDR ENGINEERING, INC.
Lamn lara ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD, SUITE G CERES. CA 95307
TELEPHONE: (209) 538-3360 FAX: (209) 538-7370
LACON Y www.gdrengineering.com
VILLAGES OF PATTERSON - SYCAMORE RANCH 2
60 240 VESTING TENTATIVE SUBDIVISION MAP
• CIVIL CONCEPTUAL GRADING PLAN
NOTE SCALE: AS SHOWN 09/25/2023
EXISTING TOPOCRAPHIC CONTOURS ARE SHOWN AT INTERVALS AND SCALE: 1" = 60' 22003 VTSM.dwg - LAYOUT 10-GRD 9/25/2023
ARE BASED UPON A TOPOGRAPHIC SURVEY CONDUCTED MAY 13. 2022. (IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT) CP AC DATE SIONED.
MATCH LINE - SEE SHEET 10 PAD: 80.0
- 78.32TC-: STREET D
76 PAD: 80.0
APN 047-025-036 • 78.09T(TP)
11.591
38 36
PAD: 79.4 PAD:79.2 AD: 79.0 PA3.7%5 PAD: 78.7
-78.29TC-$
81.00- -80.00- 79.00- 0.30% SYCAMORE AVENUE
74 PAD: 30.0
73 PAD: 80.0 >8 PAD: 79.4 g PAD:79.3 PAD: 79.2 PAD: 79.0 C PAD:78.8 -78.70TC 107
PAD:500 STREEI
MATCH LINE - SEE SHEET 9 71
AD:300 →
8.39TC
70 52 50 48
PAD: 80.0 PAD:79.4 PAD: 78.7
PAN•79 Z PAD: 792 PAD: 79.0 PAN T8Я
ASHWOOD LANE
PAD: 80,0
59 55 56 57 58 ° PAD9,2
68 PAD: 80.2 P PAD: 30.] PAD:79.9 9 PAD:798 P PAD:795
PAD: 80.0
PA.01
- 7900 то 1 0.40% STREE®
SAD: 80.3
-79 15TC.
AD.A*
62 61 60
PAD: 80.2 PAD:79.8 PAN•705
8,.
пp\AcPublish_29396\22003 VTSM.dwg PLOT Sep 25, 2023 AT 2:36PM
OLIVE AVENUE
Save k Cuper GDR ENGINEERING, INC.
D ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD, SUITE G ERES, C 95307
RO PROFESSIONAL TELEPHONE: (209) 538-3360 AX: (209) 538-737 www.adrenaineorin...com
CHAPMAN VILLAGES OF PATTERSON - SYCAMORE RANCH 2
240 VESTING TENTATIVE SUBDIVISION MAP
: \Users HANGH~1 AppData Local\ Ter • CIVIL. CONCEPTUAL GRADING PLAN CANC. NC CUAN
NOTE
EXISTING TOPOGRAPHIC CONTOURS APF SHOWN AT 1' INTERVALS AND 9/15/1023 LAYOUT 11-GRD (IF THIS SHEET IS NOT 18"X26", IT IS A REDUCED PRINT) DATE SIGNED: