PARCEL 18 DADOS 10
53.PM053 (53 - PM - 53)
021 023025 021-023-024
PARCEL 20
(53- PM - 53)
- PARCELL
10.48 ACRES (GROSS) 021-023-025
-PARCELI
FUTURE COLLECTOR (F-F) (PROPOSED SECONDARY ACESS) 10.80 ACRES (GROSS) 425| 424| 42
PARCEL F
STREET 15A (D-D)
₺0.30 ACRES (GROSS)
STREET 15B (C-C)
PARCELO 297
295 294
+0.45 ACRES (GROSS)
TREET 2A (C-C) COURT 5 (D-D) TREET 9 (D-D
PARCEL K
+12.09 ACRES (GROSS) $17.39 ACRES (GROSS)
STREET 6A (C-C) 341
COURT 16 (D-D'
3:‡13.1 )SS)313 | 312| 311 278 279
282| 283
STREET 17 (D-D) 047-016-017
317| 318 | 319 276/275
4986 411|412| 413
506505 P.I.D. MAIN CANAL (45' WIDE
STREET 18 (D-D) COURT 18 (D-D)
KEYSTONE RANCH PARKWAY (C-C)
257 | 258 263 264 265
PARCSIM
368/367
364 | 363 | 362 +062 ACRES (CROSS)
KEYSTONE RANCH PARKWAY (C-C)
•EXISTING ROSE AVENUE
TREET 6B (D-D A D N
STREET 8 (D-D) 047-017-017
STREET 1 (D-D) 661523 REEL TREET 4 (D-D PARCEL B77 TREET 11 (D-D) $1/.58 ACRES (GROSS
125
250 21 ARCEL C 230
155154
PARCEIN
STREET 22 (D-D)
A.P.N.
047-017-018
PARCEL D
STREET 22 (D-D) STA 1O.48 ACRES (GROSS)
STREET 23 (D-D)
112 113114|115
| 210 | 211 | 212| 231214215 26 22 2882999
CREEKSIDE MEADOWS
CREEKS DE MEADOWS PATTERSON RANCH
PHASE 7
PROPERTY DESCRIPTION PROPERTY OWNER / DEVELOPER LEGEND
Zacharias Road
ARCELS 21 & 22 AS SHOWN ON THE NAME EXISTING
MALING ADDRESS:
PACIFIC PARKWAY. C-3 Lam KClam
CITY/STATE/ZIP
PROJECT SUMMARY / STATEMENTS
AIS IN PARCELS 021-023-026 8 021-023-027 SITE ADDRESS:
RAI DWN ROAR
EXISTING ACREAGE: ·95.08 ACRES PATTERSON, CA 95363
No. 66134
EXISTING CENFRAI PI AN• OW DENSITY RESIDENTIAI
PROPOSED GENERAL PLAN MEDIUM DENSITY RESIDENTIAL / HIGH DENSITY RESIDENTIAL MAP PREPARED BY NAME:
EXISTING lISE. ROW CROPS
CONTACT: -425 MITCHELE ROAD, SON C / JASON CHAPMAN
ZACHARIAS MASTER PLAN: PLANNING AREAS 24-30 & P-5 8/10/2024 DATE 'SIGNED:
[email protected] GDR ENGINEERING. INC.
SHEET INDEX ENGINEERING/SURVEYING/PLANNING
R 3525 MITCHELL ROAD, SUITE G
O ROLE NO E CONTE PARA TO MO RELATO E DE TE TOD PAVEMENT ELEPHONE: (209) 538-3360 FAX: (209) 538-7370
SEWER KEYSTONE RANCH
TO BE DEDICATED VESTING TENTATIVE SUBDIVISION MAP - "B" MAP Sperry Avenue WATER AND NON-POTABLE WATER FACILITES TO BE DEDICATED TO THE CITY OF / WELL
COVER SHEET
1. PAPOSED SE E PRE A SON ZARA BAI ANCH MASTER PRAN.
PARCEL 19
BALDWIN ROAD 153 PM: 53
091023-020
PARCEL 18
30 PRIVATE ITILITY A
(8 - PM-6) PRIVATE ACCESS EASEMEN
PARCEL 20
021-023-023
(53 - PM - 53)
AD N
021-023-025
RIVATE ACCESS EASEMEN
A.P.N.
047-016-017
• PARCÊL 22 PARCEL 21
(53 - PM - 53) • PM - 53
A.P.N. A.P.N.
P.L.DO FOR IN CANAL (45' WIDE
021-023-027 021-022-02
-39.82 ACRES
EXTING ROSE AVENUE
047-017-017
LATERAl 5
A.P.N.
067-017018
3375.49'
3446.49
CREEKSIDE MEADOWS CREEKSIDE MEADOWS PATTERSON RANCH
UNIT NO. ® UNIT NO. 8
(41-M-3) 30 4 0 431
No. 66134
0/10/2024
DATE SICNED
GDR ENGINEERING, INC.
ENGINEERING/SURVEYING/PLANNING
R 3525 MITCHELL ROAD, SUITE O CERES, CA 95307.
TE FPHONE. (209) 538-3360
WWW.GDREi
KEYSTONE RANCH
VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
EXISTING SITE TOPOGRAPHY
13006 _VTSM_B-2. dug
PARCEL 18 PARCEL 19.
(53 - PM - 53) (53 - PM - 53)
A.P.N. A.P.N.
021-023-023 021-023-024
STUB FOR FUTURE B FOR FUT
FUTURE COLLECTOR (F-F) (PROPOSED SECONDARY ACCESS)
STUB FOR FUTUR
-PARCEL J (E-E) _
988.04
PARCEL L (F-F) 98.04°
4. 162 5.г 5,018 .F. 99.77
•FXISTING 25' RIGHT-OF- WAY (SO BIKE & (ED PATHWAY)
5,165 8. r. 5,050 .F.
00 • W.S.I.D. LATERAL
1,798 5. F. 4.138 S.F. 73.07' STREET 15A (D-D)
1,92 .г. 1,038 .F. 3,9945 г. 5,376 . r.
W.S.L.D. 441 г.
ATERAL 5S EASEMEN 94.82
449 Sr. 4.747 Sr 4,655 5. г.
PROPOSED RIGHT-OF-WAY. 4,512 5.r. 1 3013 5 г.
95.00 26' RIGHT-OF-WAY DEDICATION 95.00 4473. 3)
4. 797 .r. 4. 198 S 4,655 5. г. 4. 38°S. F
S0.50 COURT 3 (D-D) 46.384* 19.000 COURT 4 (D-D) 45.80° 4513 5.г 4,43 5. г. · 4,30 8г. 3)
95.00 95.00 90.00 80.00
4. 5.r. 4,798 95.г. 40 S.F. 16.00 3,680 5.F 46.00
627.9 STREET 2A (C-C) 4,655 S.r. 4.55 5. г. 447 COURT 5 (D-D) 4,6gг. 8 4235r. 3
90.00 05 00 0500
STREET 5(D-D)"
(FUTURE MUTES NEY SITE) • 4,799 .F. 198 .F. 4.65 .г. 4464s. F 47.50 BALDWIN ROAD (B-B) • 05 n0
95.00 90.00
1137 5. r. 50.50 4,55 S.r. 4,659 S. F 4,49 S. F 4.30 г.
6.00 STREET 6A (C-C'
0500 95.00
14,140 .F.
56.00 5.02556- 435
32.56 47.00' 17 (D-D)
4,20 3 3) 85,00 9 4,4205. 2
85.00 90.00' .057 s.F.
STREET 4(0.61 3)
46.00*
50.00 2,30%. 2) 00 . - SEE SHEET 4 FOR CONTINUATION
KEYSTONE RANCH PARKWAY (C-C) RANCH PARKWAY (C-C) • 344
31.77 54. 00 54 00
69.27 I 5,848 S.F. 90.00° 1830 S.r. 5,016 5.Fr. 591
(e. 4,880 sr. ฿ 1,800 Sr. € 4,880 s.. 90.00* 90.00* 0.00' 0,00' 90.00' ₴ 4,580 s.r. 20.00
54.00 *SEE SHEET 4 FOR STREET SECTIONS
1860S.. 1,860 5. г. 90.00° 1050s.r. 90.00' 50.00 90.00' · 4,6805r.
57.00 37.64 54.00° STREET 19 (D'-D) 54.00* 57.00 STREET 2B (D-D) 57.00 BALDWIN ROAD (A-A) 50.00' .50 STREET 6B (D-D) :
98.50 50.00
2 5151 sr. 1 1,860 5F. 90.00 4.860 S.F. 5,614 5.F. 90.00$ 4,680 S.F.
50.00• STREET 1 21.72 50.00° STREET 3 (D-D) 50.00
781' 57.00' * 4,65 2 4,060 . .
8W 18SS 350 5.r. 3605. 50.00°
LE SO SP. 90.00° ฿ 1800 5F. € 1860 sr. $ 5,2505.. 0.00'
60.50 8. 1,686 5г. . CIVIL.
STREET 21 (D-D). 50.00 22 (D-D) 5200*
85.59 If this sheet is not 24X36 itis a reduced pint)
18,647 s.r. 50.00* 50.00* 8421S. r. 3.499
51.00 GDR ENGINEERING, INC.
101.13 5,086 S.F. 101.85 102.38' 0274 0310' 31605 4) 103.28 94.05 04.88' 106.16 5,41 S.F. 5.456 1.F. ENGINEERING/SURVEYING/PLANNING 18 5,06 5r. 1S 5,070 st. 8. 5,025 sr. 8,745 s.r. 9,019 S.г. 106.52 06.71 R 3525 MITCHELL CERES, - 3.009r. 'AX: (209) 538-737
142,83 50.00 50.00 50.00' 50.00 50.00 64.00
140.41
51.00'
CREEKSIDE MEADOWS KEYSTONE RANCH
CREEKSIDE MIl VESTING TENTATIVE SUBDIVISION MAP - "B" MAP UNIT NO. 6 LOTTING & UTILITY PLAN
(41 -M -3) UNIT NO!
ПЛ Я
6' BLOCK WALL SOUTH OF KEYSTONE RANCH PARKWAY
6' DECORATIVE FENCE 6' DECORATIVE FENCE NORTH OF KEYSTONE RANCH PARKWAY 12' MEANDERINC 12' MEANDERING —
EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS • FUTURE IMPROVEMENTS PROPOSED IMPROVEMENIS PATHWAY
PATHWAY
_ VARIES,
12' LS MEDIAN 12' LS MEDIAN
WS.D. EASEMENT
W.S.I.D. EASEMENT
EAST
100 RIGHT-OF-WAY (A-A) 100 RIGHT-OF-WAY (B-B)
IOT TO SCA
- SONECRONUTURE
PARCEL G
(PARK / ORRES CEASIN
STUR FOR FUTUR
CONNECTIO
• R/W R/W
58' RIGHT-OF-WAY (C-C) 46' RIGHT-OF-WAY (D-D)
• PARCEL F NICKOK SINCE
- TWO TRAVEL LANES, BIKE LANE, AND CURB
FUTURE WITH LAKESIDE HILLS LIC DEVELOPMENT
57.3 STREET 15B (C-C): 48.00
- 20 г. 1 82 S.F .328 5.r. 18 38 S+ , 20 .
16.00*
381301 CONSTRUCTION,
80.00 4 STREET 7 (D-D) *STREET 9 (D-D) 20.000* 30000 80.00%* 6, 89 .г. ROADWAY & UTILITIFS FASEMENT 680 5. г. 4,140 .г. PRESET UNE
30 RIGHT-OF-WAY (E-E) AL' RICHT-OF_WAY (F.F
PROST TO SALE YS
STREET 6A (C-C)
COURT 16 (D-D) 18.96
4315. 3 4,530 S.F. 4,530 5. 5
5.00 35.00 756 5.200
58.00' 46.00° 296,0
180.00 1.30 5. г A.P.N.
52.00° 5200* 49.27
80.00* 047-016-017
95.00% ₴ 45005. 4 8 1500 9r. 8 3500° 8 .303r. 2
80.00 5.8341. г.
SEE SHEET 3 FOR CONTINUATION 95.00
18 (D-D)' 3 (D-D)
1756'
B'SS
5 20 21 2300
6.63 0 3000
6.114 5.. KÉYSTO RANCH PARKWAY
EXISTING ROSE AVENUE
50.00 6334 10'55
4,500 S. F.
90.00 6 13 5 г. SEE SHEET 5 FOR CONTINUATION
50.00 135- 315 .F. 5 28 5.F 255 S.г. 60.121 5.24.г. 5.53 .г. 50.12' 5.330
54.50 STREET 6B (D-D) 54.50 e4,50 A.P.N.
90.00 047-017-017
54.50$ 90.00
50.00' 4,18 5 г. 1 ,30 г. +, 253
1 (D-D) 52.50 STREET 12B (D-D)3.89' 5250 STREET 13 (D-D) 44.44° LunK Cham -пот 50.00' STREET 10 (D-D) 1% 1,300 9г. STREET 14 (D-D)
4. 500 S.F
90.00 54.50 50205.. No. 6614
90.00* 90.00° 37.44' 52.50 PARCEL D
90.00 5,.253 148 .г. 1 ,03 5 г. 60.12' 30.12
90 51 A.P.N. et is not 2436: 1s a reduced pinto DATE SIN / 2024 047-017-018
• 365 S.Fr. 9,679 5. F. 8,27 3.г. GDR ENGINEERING, INC.
STREET • (D-D) STREE REET
(D-D) ENGINEERING/SURVEYING/PLANNING
106.89 5,456 .г. 5,465 5. F. 07.44° 5,495 S.r. 107,99 3034 5r 15428- 3525 MITCHELL ROAD, SUITE G FAX: ERES) 538-730 6,33'55. 9,013 5г. 1 398. г. 5030 5r. 8 5036313 в 5,065 г. 0138" 01.56' 01.74' 01.92 5,18 .F. TELEPHONE:
51.00 51.00 134,91 134.91 50.00 50.00' 50.00' 50.00 50.00 50.00 50.00 50.00* 50.00° 150.90 KEYSTONE RANCH ZEKSIDE MEADOWS VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
PATTERSON RANCH LOTTING & UTILITY PLAN
UNIT NO 8 PHASE 7
(41 - M - 89) (39 - M - 43)
<855
VICKI LYNN LANE
ONNECT TO EXISTIN
ANITARY SEWI
WARD AVENUE SUSAN STREET ROXANNE DRIVE
CONNECT TO EXISTER
EXISTING ROSE AVENUE
SEE SHEEL 4 FOR CONTINUATION <12'W
12"W
SALADO CREEK N. 4th STREET
CONNE
4th STREET
CONNECT TO EXISTINC
SANITARY SEWE
NARD AVENUF N. 6th STREET M STREET
DATE SINE / 2024
GDR ENGINEERING, INC.
ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL
KEYSTONE RANCH
VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
OFF-SITE UTILITY EXTENSION PLAN
AYOUT 5-UTX
(If this sheet is not 24'X36", it is a reduced print)
PADS PASS PAD: 143 PA0034-2 1AB040
SEE SHEET Z FOR CONIINUATION
11365 TC
KEYSTONE RANCH PARKWAY (C-C) 0.30%
0.30%
PAD: 117.2
PAD. 16.4 PAD: 116.3 PAD: 116. 2) PAD:16.0 PAD: 55.8 PAD: 115.7 PAD: 115.5 PAD: 115.4 PAD: 715.2 PAD. 15.0 AD:1158 PAD: 1158 PAD: 113.8 -112.75TC-
PAD: 117.3 PAD:5141
-116.22T( PAD. 115.8 PAD: 241
PAD: 117.1 PAD: 116.9 PAD. 16.1 PAD: 116.5 PAD: 116.4 PAD. 16.2 PAD:31.1 PAD.715.9 PAD. 115.7 PAD: 117.5 (D-D)
PAD. 14.5% PAD: 14.4
PAD: 115.9
118. 437-
-BALDWIN ROAD (A-A) PAD: 117.6 PAD: 14.7
0.30%
STREET 19 (D-D) PASTE PAD 114.9
0.30%
RETAINING WALL
PAD: 117.8 STREET 3 (D-D)
118. 69TC PAD. 115.0
STREET 1 (D-D) 11137C SEE SHEET 9 FOR CONTINUATION
PAD. 86.3 PAD:71.2
PAD: 117.1 PAD:17.0 PAD: 16.9 PAD: 116.7 PAD: 16.5 PAD: 16.2 PAD: 15.1 PAD: 915,9 PAD. 115.71 PAD: 117.9
114. 2770
PAD.1165 PAD: 15.5
PAD:181 PAD:115.7
PAD.116.5 PAD: 115.8
PAD: 18:3
BALDWIN ROAD PAD?115.9
STREET 21 (D-D)
PAD: 118.8
BA0:803
PAD: 118.7 PAD: 118.7 PAD:118,6 PAN BA PAD.: 18.2 PAD: 118.1 PAD: 1179 PAD: 17.8 PAD: 17.0 PAD: 117.5 PAD 173 PAD? 71.2 PAD. 170 PAD.169 PAD.117 PAD:116.6 PAD: 119.0
PAD 16.7
Len's Chaper
RETAINING WALL
CHROMAN®
66134
10330 /2024
GDR ENGINEERING. INC.
ENGINEERING/SURVEYING/PLANNING
3525 MITCHELL ROAD, CERES,
FAX: (2E) S8-5307
RETAINING WALI - RETAINING WALL
YARDS (ADJUSTED FILLI t166,316
KEYSTONE RANCH
+ 82.131
PROPOSED PAD PROPOSED PAD PROPOSED PAD VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
EXISTING GRADE
PRELIMINARY GRADING PLAN
VA GRADING PLAN. ARE
ARTING TO ORANG ONES ME ROM NEARS AND
SECTION A NTS SECTION B NTS
FUTURE COLLECTOR (F-F) (PROPOSED SECONDARY ACCESS)
PA0048 PAD: 114.0
PAD. 114.1
PAD. 74.0
PAD.734.0
PAD. 84.3 PARISS
PROTES
STREET 2A (C-C) PAD: 14.0 PAD. 113.5 COURT 3 (D-D)
PAD: 13.8 PAD: 119.3 SEE SHEET 8 FOR CONTINUATION
112.67TC
BALDWIN ROAD (B-B)
1A0:8132
-111 08T-
PAD. 13,0
-STREET 17(D-D)
PAD. 1141 PAD:9138 PAD. 11:3 PA0.113
bankluger
PAD:140 PAD:05-5 PAD: 143 PAD: 34,2 PAD: 114.0 PAD 113.8 PAD 10/10/2024
KEYSTONE RANCH PARKWAY (C-C) DATE (CIANE.
GDR ENGINEERING, INC.
SEE SHEET 6 FOR CONTINUATION ENGINEERING/SURVEYING/PLANNING 3525 MITCHEI| SUITE G
3ELE MINE: (L09) 538-3350 C(2) 64-5307
+ 84.185
BIC YARDS (ADJUSTED FILL): £166,316 KEYSTONE RANCH
‡ 82,131 VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
PRELIMINARY GRADING PLAN
CALCULATED BASED
NG NO. 13006 _VTSM_B-GO.dINg.
PARCEL J (E-E)
07.0-107.5.=
-08
PAD.5728
PAD61129 PAD. 321 PAO:1201 PAD: 105.7 PAD. 163.2 PA070.0 PAD: 107.9 PA037 PA010 PAD:10.8
PAD. 12.0 PAD: 112.0
10.77.- STREET 15A (D-D)
DESP
PAD:112.6 PAD. 15.7 PAD.203.7
PA06723 PA0:100B PAD: 107.8 PAD.807.8 PAD: 10.2 PAD:3071 PAD: 105.7 PAD.124 PAD: 11.5 PAD: 108.5
110.47TC-
PA0.2009 PA03050 PAD 30%. PA0.70.0
PAD11323 PAD.123 P0.115 COURT 5 (D-D) PAD. 309.0 PAD 1073 COURT 4 (D-D) STREET 5 (D-D)
PAD: 109. PAD: 08.3 PAD:302 PA3.261 STREET 9 (D-D)
PAD: 1122 STREET 7 (D-D) PAD: 107.6
PAD: 112.2 PAD. 113 PAD: 09.2 SEE SHEET 11 FOR CONTINUATION 1104-37
-110.19T(
PAD: 109.2 PAD: 108.6 PAD: 107.9
PAD:15.0 PAD.073 PAD. 007
PAD.12.O PAD. 1.2 PAP.: 109.3
RETAINING WALL
-106.94TC~ -106.94TC-
-110.04TC—
-108.34TC-
A0-109.4 PAD:1090 PAD: 108.1 PAD.108.0
PAD.16.9 A0-119 • PAD.111 PAD. 10,4 STREET 6A (C-C) 108; 05 T - 111.67TCK 107. 48427C
PAD.10.2 PAD: 709.3
108.065L PAD: 108.4 PAD:108.3 PAD: 157.3
0.53% 107:337
- 057
STREET 17 (D-D)
PAD:109.5
108.75TC PAD:70
109.7
PAD:108.3 1078570 106.27
PAD:1099 0.300
1A0.72 PAD: 112.3 PAD. 11.8 PAD: 111.6 PAD. 1.2 PAD.11.0 PA.1105 PAD. 110.53 PAD. 10.3 PARTE PAD.1.2
STREET 4 (D-D) PAD:110.21 PA3.162 BAD.10.0
PA0:10B.3
RETAINING
PAD. 13.5 PA0.1657
8A0: 123 PAD01 PAD.T120 PA0000 PA3.1123 PA3:12 PA3:161.8 PAD.71. PAD:11.4 PAD: 108.5 111.24FL, 11.24 7L. 109. PAD-75.4 PASTA
PAD: 18.4
PAD:130.7 PAD.103
PA37705
KEYSTONE RANCH PARKWAY (C-C) PAD: 110.4 10/16/2024
PA3:10.3 DATE SIGNED:
GDR ENGINEERING, INC.
SEE SHEET 9 FOR CONTINUATION
ENGINEERING/SURVEYING/PLANNING
CRADING TARI P 2595 MITCHEI| SUITE G CERES, CA 95307
TELEPHONE: (209) 538-3350 FAX: (209) 538-7370
CUBIC YARDS (CUT) + 84.185
CUBIC YARDS (ADJUSTED FILL) +166,316 KEYSTONE RANCH
VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
PRELIMINARY GRADING PLAN
G NO. 13006_VTSM_B-GD.dMg
PAD: 13.0 PAD:1I29 PAD: 112.7 PAD.0128 PAD0021 PA072 PAD: PAB6.3 PAD.71.4 PAD: 108,5 PA37504 PAB:1109
SEE SHEET B FOR CONTINUATION 121. LPAD 1084L
12:0070 PAD1953
PAO. 1106
0.30%
KEYSTONE RANCH PARKWAY (C-C) PAO. 104
18'SD 0.30%
PAB:110.3
PAD: 10.1
0.30% FAC
PARTA
PAD. 13.2 PAD. 1131 PAD 7729 PA0.32 PAD:125 PAD: 1125 BAD. 123 PAD. 12.2 PAD.1120 P22001 PA2015 PAD 1700 PAD. 143
40%
PAD:38.8 PAD:13.1 PAD.528 PAD 12- PAD. 12.0 PAD: 11.7 PAD: 11.3 PAD: 10.g PAD.11 PAD.: 10.
PAD: 114.4
- 11:427C* STREET 6B (D-D)
PAD:115
.70%
STREET 20 (D-D)
0.70%
PAD.5147
111 70TC 111. 43TC
STREET 4 (D-D)
SEE SHEET 6 FOR CONTINUATION PAD TES PAD: 13.8 PAD: 13.5 PAD673 PAD 2 BAD.12 PAD. 15.9 PAD: 110.g PAD: 110.2 SEE SHEET TO FOR CONTINUATION PAD: 114.9
18'SD
-113 87TC
PAD. 15.0 RETAINING WALL
BAD.15.4 PAD: 115.1 PAD: 114.8 PAD.6140 PAD: 725 PAD5621 PAD.5.g PAD: 11.4 -107.89TC- PAD31152
0.72% 0.30% 0.30% 0.55%
- STREET 22 (D-D) STREET 22 (D-D)
0.72% 1B.SD
PAD:115.7 PAD. 75.3 112 SPAD: 134.9 PAD.11- PAD:1.5 PAD 1759 PAD:12 PAD1024 PAD: 11.5 PAD: 11.1 PAD1102 PAD 00 PAD: 110.8 PAD: 110.7 PAD 09.7
PAD:16.0
PAD 10.
RETAINING WALL
10 /10/2024
DATE SIANEN
GDR ENGINEERING, INC.
ENGINEERING/SURVEYING/PLANNING
GRADING TABLE ROAD SUITE C
TELEPHONE: (20W) SOF
CUBIC YARDS (CUT) = 84,185
CUBIC YARDS (ADJUSTED FILL) ‡166,316 KEYSTONE RANCH
VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
+ 82.131
DR- MINARY CRADING DAN
SET TO CANE UN IN SO PASTE
PAD1079 PAB075 PAP:707.3 PAD:701.2 PA2:1370 PA01058 427061 A.060 BA37061 PAD: 106.3 PAD. 362 PAO: 06.7 PAD.107.9
SEESHEETIE FOR CONINUATION E
0.50%
0.30%
STREET 18 (D-D) COURT 18 (D-D)
PAD:108.1 PAD:108.0
PAD:5079 PAD.507.7 PAD.07.8 PAD:5574 PAD:163 PAD:10.2 PAD:1070 PAD: 1068 PAD:106.1 PAD.56.5 1366-4 PAD.10.3 PAB70
10.0 PA3.670
PAD:109.5 P0365 PAD:109.3 PAD:109.1 PAD:629.0 PA :103.9 PA0.0 PAD:107 PAD:107.0 PAD.:1069 PA2.35061 PA2500 PAD.106.4 1PA03563 LPAD.106.2 PA353
0.30%
KEYSTONE RANCH PARKWAY (C-C)-
EXISTING ROSE AVENUE
EA0.005 PAD: 108.9 PA2589 PAD:108.3 PAD: 1374 PA2.06.3
-108.34TC
SEE SHEET 9 FOR CONTINUATION —106.40TC
-105.92TC—
PAD 700.3 PA3039.0 PAD:120 22000 PA21073 PAD:1076
-108.19TC- 108.07TC-
- 108.07TC- 106 CaTC
-107.52TC-
STREET 12B (D-D) -106.08TC
STREET 10 (D-D)- PAD 109.2 STREET 11 (D-D)- PA205 !
0.30% PAD.108.5 EAD.303 PAD31672 STREET 14 (D-D)
10822c
-107.68TC 1 706.86 TC-
-106.86 TC.
PAD.15.0 PAB:15.3
I 84.185
PAD3094 PAD4058 PAD:1061 PA301
‡166,316
‡ 82,131
• 107 84TC. - 106.39TC.
-107.09TC- —107.09T0
PA0208 PAD 109.5 PA2.0.9 PAD.10.9 PA2:302 PAD:10B.2 PAD.1075 0.31 ACRE (PARK)
107.86TC
4107: 1TC
0.30% 0.30%
STREET 23 (D-D)- STREET 23 (D-D)
PA03095 PA3.070.2 108.3770 PAD:13.4
07.89TC 07.74TC-
PAO:1091 PAD:1095 PAD 13.4 PAD:109.3 PA31501 PAD.1690 *9PA31085 PAB10E PAD10.5 PAD:108.4 PAD.106.4 PAD: 22.7 PA3:11.1
PAD: 110.3
10/10/2024
DATE SIGNED:
RETAINING GDR ENGINEERING, INC.
- 107.5 - ENGINEERING/SURVEYING/PLANNING
3525 MITCHFLI CA 95307
TELEPHONE: (209 538-33500 209) 538-7370
KEYSTONE RANCH
VESTING TENTATIVE SUBDIVISION MAP - "B" MAP
PRELIMINARY GRADING PLAN
• No. 13006_VISM_B-GD.dwc
SIDEWALK-
TYPICAL SECTION AT BACK OF LOT
104900 101X
7104:5000
10302-
•STUB FOR FUTURE CONNECTION
STUB FOR FUTURE CON
104.14TC
RIGHT-OE - WAY
STREET 15B (C-C)
SEE SHEET & FOR CONTINUATION BUILDER TO CONSTRUCT 2X12 PRESSURE TREATED RETAINING BOARD ALONG SIDE Y PA038043 TYPICAL LOT GRADING DETAIL NTS
297°
PAD: 105.7
PAD:105.5 PAD.1553 PAD.1050 PAD:104.9 PAD:704.7
-104.83TC-
PAD:104.9 CRADING TARIF
PAD:1060 1x39060
CUBIC YARDS (CUT) + 84,185
CURIC YARDS (AD.IISTED FIlI) +166 31f
PA3.0005 PA00003 PAD:15.8 PAD:005.1 |04.06TC PAD:165
PAD. 1061 482131
STREET 9 (D-D) PAD.15.5
PAD:70.4 PAD?1062 PAD: 105.5 VALUES ARE CALCULATED BASED AD: 106. 0.30% 0.30%
STREET 16 (D-D) COURT 16 (D-D).
105.82TC- 0.30%
PAD:76.0
5. 10TC
Lank Cups
PAD: 107.2
PAD: 107.3 PAD: 136.7 PAD:106.5 PAD: 106.3 PAD:106 PAD:10.0 PAD: 105.81 PAD:1058 PAD.705.7 PAD:105.8 PAD:106. -106.31TC.
PAD: 11 PAD: 106.3
106 45TC
PAD1576
•. CIVIL.
PA3.207.5
RETAINING WALL
/10 / 2024
DATE SIGNED
PAD:1079 PAD 101. PAD1O7S PAD:1075 PA 073 PAD:227.2 PAD:107.0 e20.73 PA3.06 PA07055 PAB.7004 PAB73 GDR ENGINEERING, INC.
PAD.16.9
ENGINEERING/SURVEYING/PLANNING
525 MITCH (19 6538 GINEERING: (209) 538-7370
KEYSTONE RANCH
0. 30% 0.30% VESTING TENTATIVE SUBDIVISION MAP - "B" MAP STREET 18 (D-D) COURT 18 (D-D) PRELIMINARY GRADING PLAN • 13006- VTSM_B-GD.dwc
= SEE SHEET TO FOR CONTINUATIONS