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NOTES:
<br /> 1. THIS SUBDIVISION CONTAINS 90 ACRES MORE OR LESS AND
<br /> APPROXIMATELY 307 SINGLE FAMILY LOTS. SCALE: 1"=100'
<br /> 2. CONSTRUCTION ON LOTS ADJACENT TO BRANDT AND JACK TONE ROADS
<br /> WILL CONFORM TO SOUND ORDINANCE AND ACOUSTICAL STUDY
<br /> 3. EXISTING NOISE CONTOURS SHOWN ARE PER BROWN - BUNTIN ASSOCIATES { WILLIAM COOK
<br /> NOISE ANALYSIS (6-12--00).
<br /> 4. FLOOD ZONE: ZONE "C" COMMUNITY PANEL 060 A70B 0.
<br /> LOCKEFORD 8� 5. ELECTRICITY AND GAS: P.G.& E. TOP OF BANK
<br /> VICINITY MAP 6. TELEPHONE: PACIFIC BELL
<br /> 7. SCHOOL DISTRICT: LOD] UNIFIED SCHOL DISTRICT
<br /> NOT TO SCALE {
<br /> B. ASSESSORS PARCEL NO.- 019-060-29
<br /> 9. PROPERTY ADRESS: 13751 EAST BRANDT ROAD LOT A
<br /> Q 10. THIS SUBDIVISION WILL BE DEVELOPED IN MULTIPLE PHASES M SEWER LIFT STATION
<br /> 0 11. MINIMUM LOT AREA= 8000 SQ.FT,
<br /> 12. PROPOSED EAST RIGHT-OF-WAY OF JACK TONE ROAD IS SHOWN AT PROPOSED MASONRY WALL
<br /> SITE A 40-FOOT EAST OF CONSTRUCTION CENTERLINE. EXISTING RIGHT-OF-WAY 8 5
<br /> VARIES FROM 40' TO 55' EAST OF CONSTRUCTION CENTERLINE. x 5' PRIVATE EASEMENT FOR
<br /> TOP OF BEAR CREEK 86 S. & I. FOWLER WALL AND LANDSCAPING
<br /> JACK TONE ROAD as DEDICATED TO BE 14g
<br /> 12 & S.J. COUNTY 8 7
<br /> 88 88 En-4 PROPOSED 80
<br /> 10 WIDE DITCH
<br /> �o 0 0� 4, OF CONST.
<br /> 1� -r 88 9 , 84 VARIES 40' TO 55' hi
<br /> y 89
<br /> 90 40' 40' w
<br /> 11 32'
<br /> 80' 128 75 5' 75' 90
<br /> 75' 80' 3�1 _ _ (� a
<br /> - ,
<br /> — 96 80 45' 81 iJ 1 R 9� 90 1 C 5 2.5 5.5 2, 2, 5' 2.5' S
<br /> �] (� I J ° { VARIES VARIES I
<br /> W (.r 1 0 V 8 °° 70' B0' S �p0 �A`I 9� � 2.0x "'t.
<br /> 235 233 232 231 212 209 =206 ' _ 2;�� �4
<br /> 234 _
<br /> 4 236 229 211 13 _ 94 93 -� 92 - :�
<br /> 75 75` 2 3 D 75' 2 D 7 9 8 Q � �9 5 � + � �' '4° C�, � 'a, � � � o ,
<br /> I ,101 IRENE 80' 9 6 1�� 0 8 0 ~ . S 1 VERT. CG&S
<br /> PERT CURB, GUTTER AND
<br /> y T , — ALK
<br /> 7 9 r 160' { LOT ,B, EXISTS ® EXIST. EDGE OFIDPAYEI[ENT
<br /> f J
<br /> �p 56' 70` 70 70 50` 60' 80' ' 80' 90' 1� `Q!' WELL SITE SOME LOCATIONS
<br /> 6 8 69 80' 9a 80, 80, EXIST. PAVEMENT SECTION
<br /> 1 a r�c� g o N 8I _ g JACK TONE ROAD
<br /> R=875' �� , �' 7 3 4 7 EXACT LOCATION TO BE DETERMINED BY COUNTY ENGINEER
<br /> 122 ��, 225 -� -. .� � g - 80' , B7 7
<br /> { 2 V 5 .� o 82 126 { �p "i9 1 r I NOT TO SCALE
<br /> T22-` 223 228 213 204 2 0 3 2 0 2 PROPOSED 7'LANDSCAPING
<br /> 2 01 w 10 6 g } 10 0 9 9 94 . 62' WALL AND LANDscAPING
<br /> 2 3 8 73' 7 ' 70' S0 80 10 4 � � { .� m 101 72 75 ROBERT MATHESON
<br /> 0 eo 105 103 1 X02 %1� 69 a - - — -
<br /> 198 199
<br /> �, PROPOSED MASONRY WALL
<br /> 239 QclaV�p - 216 c:op 196 cq m 200 107 8°' 134' ' $0 7215 �3 68 8 -
<br /> m ((��Q lOB' 'I1' 75 $0 WALL AND LANDSCAPING
<br /> { .-• 215 14 � 1 V U j 105 g�600 5' PRIVATE EASEMENT FOR 60
<br /> 221 220 218 217 cli
<br /> -� � CQ � m 114 g4 {
<br /> 219109
<br /> 110 - � � 111 .� 112 113 � � '24D 50 70 60 80 80 8I 80' ' a = { g5 tlzv (�3 "' �� 2 � 1 I 30 � 30
<br /> _ c9 PESTANA 80' P.U.E. 6 5 � 64 v I ,
<br /> I B zz 1z-15
<br /> 81' 105' 85' 85' r 80 90' I 5' 2.5' 5.5' 21
<br /> 11't
<br /> R=800' � all 10 ' � a� �" 37 80' ,
<br /> 241 , 65' - �-_ _ DRIVE �`j 38 ,
<br /> O 95' 75 75 75 6 f 71 84, 5U {Q 2.0 _ _ r ,.
<br /> 3
<br /> 4
<br /> Z 122' 265 m 266 o � �, 96 R=523' { "!8 �. � �' � � --- _____ ..._. _ — _
<br /> 293 - 195 1 -1 9D a — _ _ _ T
<br /> 118' 120 292 194 = 193 192 137 136 75 ari �� 59 121' 162' —
<br /> 242 50 5 _ ,, 118 cq � 115 m a EXIST. PAVMENT
<br /> 264 2 6 7 w � 85' 1 31' 84' 115 115 13 5 3 4 1,- 13 3 1n ,5 7 Q SECTION EXIST. GROUND
<br /> 2 9 4 75' 44 w 116 , .�� 5 8 6 0 4, � rirrrFu ROLLED D-51 PAVEMENTBRANDT ROAD
<br /> 119' 119' (� cq v- 117 96 151 {�1
<br /> I _ c Q 1 9 1 1 3 8 1 5 5 75 75 80 I � � (� � 9$ 83' �i NOT TO SCALE
<br /> 243 115 �' �l 0 Zz 1 50 °° 1 1 9 co 110 Q
<br /> 263 cc w 289 115' ,� C 75 �. ,� S. & M. ANAGNOS
<br /> 268 295 291 ' 156 0 132 I �. � U 56 WARD WAY -
<br /> j 119' 119, 95' S 1,� 190 139 154 ,� _ 5 139
<br /> o
<br /> 244 COOo � l 123 ��y ,
<br /> 2 6 2 z MONTGOMERY WAY s o 12 0 1 12 2 51 6 , T 6b'
<br /> 269 d 157 131 9a, , t,� � 60'
<br /> Not 288 a 140 153 55 m 54 �' S3 113
<br /> �45 p 119 97 p °' 189 115 115' rP ". 52 128' ,
<br /> p
<br /> A 119' CD
<br /> �� w 130 70 70 8' 22' 22' 30 8,
<br /> 2 61 - 6 3 '� 115' coRWAY s. 12 4 a0'
<br /> 99 15 8 13 0 70 70' 5 0 - 7 ° 5.5' . 5' z.5'
<br /> 115' 110` 141 15 2 91' 92' 120' � 70 118' 125' { 2.5' 2' 2
<br /> 124 120 _ °
<br /> 118 107' 287 188 6B, 12 Q y� _ 2� y4-Fl.
<br /> 260 120 50' 297 m 30 0 8 127 d �' � 47 48 50
<br /> 129 46 49 8 .,: .�,.: : r
<br /> 47 � 120' � 271 115' 107' � 159 - 112' � 125 � 44 � -
<br /> , , , a 142 151 I 112' 'w '0, 45 125'
<br /> 122 6 5(� 123 , 2 8 6 18 7 5a ROLLED CURB, GUTTER AND SIDEWALK
<br /> clil 160 8 169 126
<br /> 298 Ll- 3 0 5 50' � 50' HOFFMAN WAY � � � , { TYPICAL 60' R�w
<br /> /I NOT TO SCALE
<br /> ry � `�� 1 5 0 ` Ito' 113 {
<br /> w � I � li9 � ( � 111' 1
<br /> 1 125
<br /> 126' Q 258 _ i27' 299 m 285 186 161 170 43 W 31
<br /> F4 49 0 M 304 144 � 16'7 37 - 36 35 - 32 - 10
<br /> ! 117 273108' 149 a 112 en34 3 3 100' z 1
<br /> 1 � � 125
<br /> 137 H � � �-- 4-� �~ a. 85 ��
<br /> :� 129 284 185 Bol
<br /> w � 300 303 1 2 - 166 1 "71 109 gp' BO 50'
<br /> I 50 �. 257 145 , 148 ' 0 30 ,
<br /> � 115 115' 115 115 � 11 25 25
<br /> C 5 157' 107' 107' �� 78 74' 78' 115' 8 74' 78 �„ 100' 125'
<br /> m r-274 _ 115 r � 1 '72 41 23 24 2 5 7' i8' 18' 7'
<br /> o � 251 - 256 301 302 184 U 26 27 28 ' 1.5' 5.5 2, 2, 5'
<br /> 118, 83 282 146 m 147 163 164 165 29 �. 2.Uy N�.
<br /> 161' � �� e6 87 5B' � � 73 � � 12 � �4 _ 2DX _
<br /> 58 74 58 58 74' 4 4 D 6O'
<br /> �.0%
<br /> 255 �, `�, PATTON - WAY 90' �..:, . ;1,, < < : + , ;� :,r
<br /> .s :,, w. .: Y n
<br /> LINDA ��-� �..
<br /> Q 252 m s a 9' 101' _ � WAY � �Ir'
<br /> 184 275 ' 125` {
<br /> ROLLED CURB, GUTTER AND SIDEWALK
<br /> � R=370' R-375' 22
<br /> NORMAN '
<br /> 99'
<br /> 174 39 ,
<br /> -CQ2 5 4 - 2 7 7 81 18 3 18 2 2 0 19 m 15 13 TYPICAL NOT TO SCALE
<br /> 276 278 279 280 181 180 179 1 8 177 176 w 175 - 125 110 18 17 16 BOETHER
<br /> �� _ _ — — — MAST. ��: EaOs�T'
<br /> °� 65 dB — — -- — — — — — — 65 dB
<br /> '� I 253 � - - - - - -
<br /> w 8 °° 21 m � 14 ��. �� TRAGI No. 2493
<br /> Q 'P -~
<br /> ,172' 6 80 80 75 75 75 75 135 60 ♦ 75 75 75 "
<br /> ' + r r. v.►. y r�r 95 f REVISED VESTED TENTATIVE 1[AP OF
<br /> o PROPOSED 7' MASONARY RESTRICTED \_PROPOSED 7' MASONARY o LOCKEFORD O
<br /> � WALL AND LANCSCAPING ACCESS PROPOSED R/W-SEE NOTE 12 � PROPOSED 7 MASONARY RESTR[CTID RESTRICTED �
<br /> — T — WALL AND LANCSCAPING � �_ — — ACCESS _ T � ACCESS � � � WALL AND LANCSCAPING — — —
<br /> JACK TONE ROAD x CONSTRUCTION (, BEING A PORTION OF
<br /> U SECTION 31, T.4 N.,R.0 E., M.D.M M.,
<br /> CONSTRUCTION c1, EXIST. R/W w w
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> z
<br /> U' p �� w w a J. & A. E. & P. SCALE: 1"=100'
<br /> GOEHRING RI:Vl5E13
<br /> C> Iz z{ A Q � N. & A. KOSTA HOLDERBEIN R. L. & L. K. REICH MARTINS �..y TENTATIVE MAP pgs p��
<br /> E' z a '�' `' d Q ` _ �.� �C) ' — 2225 ILII. 329 T. Slii 3I'RT
<br /> x 5 x H o w C; A ligation
<br /> w ,� �, x a SAN JOBS, CA 95131 IAD CA 95240
<br /> 5 w R �. iwad By Ctn � Q.�-6 (209 368- 818
<br /> ���25\dwg\9925 TMFE B.dvvg Plr��'2002 9,33100 AM F< ' SEE TF-11A G-1181
<br />
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