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NOTES:
<br /> 1. THIS SUBDIVISION CONTAINS 90 ACRES MORE OR LESS AND f
<br /> APPROXIMATELY 307 SINGLE FAMILY LOTS. SCALE: 1"=100'
<br /> 2. CONSTRUCTION ON LOTS ADJACENT TO BRANDT AND JACK TONE ROADS 17
<br /> WILL CONFORM TO SOUND ORDINANCE AND ACOUSTICAL STUDY
<br /> 3. EXISTING NOISE CONTOURS SHOWN ARE PER BROWN - BUNTIN ASSOCIATES I WILLIAM COOK
<br /> NOISE ANALYSIS (6-12-00).
<br /> 4. FLOOD ZONE: ZONE AC" COMMUNITY PANEL NO. 0602990170B
<br /> LOCKEFORD 5. ELECTRICITY AND GAS: P_G.& E. goo �� TOP OF BANK - TENo(�TA'TIVE t P
<br /> q� VICINITY MAP 6. TELEPHONE: PACIFIC BELL
<br /> A001ca 7, SCHOOL DISTRICT: LODI UNIFIED SCHOL DISTRICT f d B v On
<br /> NOT TO SCALE 8. ASSESSORS PARCEL NO.: 019--060-29 !
<br /> 9. PROPERTY ADRESS: 13751 EAST BRANDY ROAD DEVELOPMENT RIGHT TO LOT 'A
<br /> THIS SUBDIVISION WILL BE DEVELOPED IN MULTIPLE PHASES SEWER LIFT STATION
<br /> l0.
<br /> *� SAN JOAQUIN COUNTYCD ''
<br /> 11. MINIMUM LOT AREA= 8000 SQ.FT. i
<br /> 12. PROPOSED EAST RIGHT-OF-WAY OF JACK TONE ROAD IS SHOWN AT a. % PROPOSED MASONRY WALL-
<br /> SITE/ 40-FOOT EAST OF CONSTRUCTION CENTERLINE. EXISTING RIGHT-OF-WAY j azl
<br /> VARIES FROM 40' TO 55' EAST OF CONSTRUCTION CENTERLINE. �Q �,� LOCATE WALL AND
<br /> TOP OF BEAR CREEK ✓o 4' LANDSCAPE AS REQUIRED
<br /> JACK TONE ROAD DEDICATED TO BE Z S. & [. FOWLER
<br /> RTE. 1 & S.J. COUNTY
<br /> $$ Q_ o PROPOSED 80' U,
<br /> 10' WIDE DITCH
<br /> ' ' g m Q OF CONS
<br /> 40' TO 55' w
<br /> 88
<br /> / l / o 4 40 40
<br /> -- - ! QQ
<br /> 80 28 75 5' 75' 75' 80'
<br /> 34' � �""" � _3D0 � � ° 5.5' ----�.- 2' .5' 2.5' rte"
<br /> �� 80' 45' � f -
<br /> ;�, (�Q 81' 9 ° ! 2.5 2 VARIES VARIES
<br /> (v 1 D �,O�J k/U 70 80 5 9 0�� �a 2.07 2.07 y4�I''t.
<br /> 21 235 X234 233 232 231 212 =� 206 _ 1 / 83
<br /> 236 230 229 �� 1 207 13 94 93 92 5 91A - _ °
<br /> 75 75 �J 98 a 97 � 95 -� 81 82
<br /> for IRE 80' 80 I VERT CURB, GUTTER AND
<br /> Q - VERT. CG&S
<br /> 4''`' - - --"' - �- R=300' 102 Bl 80, 80' 80' ° LOT 'B' EXISTS SIDEWALK
<br /> , 6' 80 90 ,ASO 7 9 g1 93' E - EXIST. EDGE OF PAVEMENT
<br /> WELL SITE SOME LOCATIONS EXIST. PAVEMENT SECTION
<br /> p 56 70 70' 70 50' 60' 80' 81• �-- _
<br /> v� �r' B _ _ �----- - - �- - ► o.
<br /> 78 eo JACK TONE ROAD
<br /> 122' 4 5 76
<br /> Q a75 93' ( 7374 Q f ° EXACT LOCATION TO BE DETERMINED BY COUNTY ENGINEER
<br /> 6 225 2 2 -� 227 80 82' 126 87 �' ��' i 2 PROPOSED MASONARY NOT TO SCALE
<br /> ' 22� 228 213 205 204 203 a
<br /> o 3 D too 9 9 bZ a� 71 C3 I WALL AND LANDSCAPING
<br /> cf) 3 8 73 7 50' B 80 0 10 104 ~ 4 �" �' 1 D - ROBERT MATHESON
<br /> a 70 80' 1 0 5 -� 103 , � 02 24 ( o a �s�o ----- - --
<br /> o nw 0 1 �J 1 S o_ 1 �1 tl 8Q, 80' �1 L 69
<br /> PROPOSED MASONRY WALL
<br /> 239 I Q m 216 a 196 200 107 134` las 613' 68
<br /> 215 -. -� -� -�
<br /> LOCATE FALL AND
<br /> 2 21 _ 4 - cD laB' ,114
<br /> csy 1 o i $ LANDSCAPE AS REQUIRED 60'
<br /> `9 51' ° I .�
<br /> 20 219 218 217 110
<br /> > 50' 7a' 70' 6a' 8a' 80' 81' `� 109 Q 111 112 113 30' 30' _
<br /> 163
<br /> 64 4 D PESTANA $° 8a' .U.E. r 8' 22' 121 5'
<br /> 1 65 2.
<br /> R~600' 106'
<br /> DRIVE
<br /> E-1 241 I 95, 75 75 75' 65' 97' - 1--.- 5D' - fit. 2.0% _
<br /> �] o a 61 ,Q
<br /> 122' F.��5 � 266 � � � 96 R=600 � � f �� � �
<br /> 293 1 J 5 � � a' 1 3 f � 90 75� �Q 110 �
<br /> 118' 1zQ' ^292 194 - 193 92 - 136 115 58 - 59 -
<br /> j 4 i` �'` 50' 5' 115 115` `^� T 1- S rn 8Q �`J o , Q ` ExIS!. i'Ai t�Ii3iti'f EXIST. GROUND
<br /> I
<br /> 264 f � 85 110' 75 31 84' 1 3 5 i 3 4 �13 3 10' �0 5 f <> 1 � ROi.DEI1 CURB, E PAVEMCENT SECTION
<br /> 294 75 44 11 6 BO 5s1 !� GUTTER AND SIDEWALK BRANDT ROAD
<br /> 119 119' o 1 91 z` 1 3 8 � 1 5 5 � 75' 75' 80' 6 � � 99 70' O" a� NOT TO SCALE
<br /> 243 - ��,�
<br /> 115' °° 2 J 0 �' 50 c 1 9 °� 110'
<br /> 263 -� 2 8 9 115' 75' S WARD WAY S. & M. ANAGNOS
<br /> Q 119' 268 295 291 65 1 156 132 c 5 139'
<br /> 244 C> I 119' 95 � 1 � 190 139 154 � _
<br /> 1� 1
<br /> C) d MONTGOMERY in WAY ��`' a 1 O "° 1 1 1 3 Q 51 �, 6b'
<br /> 26 c! � � 6 15'� 131 90' 1� � � 6 � 60' rx
<br /> ww® Q 119' 97' a, z, 288 140 153 115' 115' �, 55 54 53 1L 245 119' 1 8 cl C, 5�a 30' 30
<br /> CIO _ m 3 115' COR ." WAY 12 4 70' 70' � e' 22'
<br /> 261 g9 158 130 91' 2' 50 7 5.5'
<br /> I15 110 �' 141 1 5 2 70 7° 118' 125' ! -_- 2.5' 2' .�- 2' S 2.5
<br /> 1 24 120' 11s 107' y. U f ° 8 8 m 120'
<br /> �} (��j Q �J �'j Q y4"Ft. 2.0% 2.0% 74 "'Ft.
<br /> (.� D 120' 50 eJ ( 3 0 50' 1 2 8 1 2 ( 4 f W 4 V 50' _
<br /> 159 _ 129 - 112' 46 49 8
<br /> 4 7 a Ila' 2'71 115' 107 a 14 2 151 112' 12 D 4 4 45 125'
<br /> 122` 6! ' 123' �' 286 1 8 7 50 5° ROLLED CURB, GUTTER AND SIDEWALK
<br /> 259 298 8
<br /> 0 169 12� HOFFMAN WAY � � l I TYPICAL 6�' R w
<br /> W �. 119' � 305 50 1 � 4 5p 113' o� iJ �-
<br /> 4 8 2 1I I 1 4 3 1 5 0 110 125
<br /> ' NOT TO SCALE
<br /> 126' 127' 285 186 �,
<br /> 258 299 161 167 170 43 Q 31 n
<br /> 9 30 144 149 � 112' cr 37 = 36 35 Q 33 n32 �. 1
<br /> Wf� 4 eJ o 117 108' g 1
<br /> 137' 273 �,�, - 4 2 °�- 4 100' 125.
<br /> Q - 129'
<br /> 2 8 4 W 18 5 _ 171 85 80' 80'
<br /> W 3 D D 3 D 3 1lag $0' 80' Ba' 3(1 50' T c
<br /> 0 1 25D � � 257 115 115 145 C 148 115' II5' �J 1 � -
<br /> 157' x", 107' 107' �� 78' 74' 78' 115 115' 78 74' 78 _ 25 25'
<br /> 1 7 4 100 125' 7
<br /> C ;` `a 18'
<br /> 274 W 41 25 7 I8' - _ ---�
<br /> a 251 m 256 301 302 �' `�' 184 147 163 164 26 27 28 d -� 1.5' 5.5' 2, _..- 2.
<br /> 83 282 146 � 165 i 29 �/
<br /> 1 161' 118 Z_ 73' 86' 87' 58' �``' 1) 1 f 3 I� �' --
<br /> 1 74 "FL 2.0% 2.07 V4 Fl.
<br /> �, 58' 74 58 58 74' � 4� � 4 0 60' LINDA
<br /> 255 �, `mss PATTO N WAY so' 19' 101 �
<br /> m
<br /> 252 -� � R=370' � R=375' � ' UM,
<br /> 275 125 rwAY 4
<br /> I ROLLED CURE, GUTTER AND SIDEWALK _
<br /> 1 184' 99' m ``' 174 3� Q � � 1 20 - NORMAN TYPICAL
<br /> 2 5 4 277 280 81 18 3 18 2 181 18 0 17 7 17 6 w 125' 11a' 1 18 16 15 1 BOETHER NOT TO SCALE
<br /> f f 8 I �J EXIST. 1 i cJ 1 U .� 1 f 5 �. EXIST. 1 7
<br /> 1 _ - - - - - - - 65 dB - - - - Q Q © - - 65 dB - - - - ✓� TRACT NO. 2493
<br /> 4� 253 ( 3821 00 � 1 �" ��
<br /> 6 Ba' 80' 75' 75' 75' U 75' 135 i 6a' 75' 75' 75' 14 RMSED YES'1'ED TENTATIVE SAP OF
<br /> „ 172' • 95'
<br /> ' ! »acftLpft OWN . �.. .� �. .� . .��� so . go ON g. ,� �, .� .0 .��. �, LOCKEFORD OAKS "
<br /> o
<br /> PROPOSED 7' MASONARY RESTRICTED - �- PROPOSED R�W-SEE NOTE 12 PROPOSED 7' MASQNARY it£STRICI'ED RESTRfCTED PROPOSED 7' MASONARY --
<br /> HALL AND LANCSCAPING ACCESS WALT, AND LANCSCAPING lCCESS ACCESS WALL AND LANCSCAPING
<br /> - - - ----�--- - -- - - - - - - - - - - - - - - -�- - _ - BEING A PORTION OF
<br /> JACK TONE ROAD CONSTRUCTION q, SECTION 31, T.4 N.,R.8 E., M.D.B.& M.,
<br /> SAN JOAQUIN COUNTY, CALIFORNIA
<br /> CONSTRUCTION t� d EXIST. R/W w ,. ,
<br /> � z Q� SCALE: 1 =100
<br /> S , � w � a �� D. & E. J. & A. E. & P. SHEET 1 OF 2
<br /> I w z o E� � w Wx,� N. & A. KOSTA R. L. & L. K. REICH MARTINS GOEHRING DIVEIAPER: ENGII+�t:
<br /> Ewaa z x Q � `� � HOLDERBEIN
<br /> o w c, � c:)
<br /> © ERNWf PERANA BAUMBACH & PIAllA
<br /> cr rz �r x ci x E~ CD a w u 2225 OAKLAND RD. 323 W. E X STREET
<br /> SAN JOSE. CA 95131 IAD CA 95240
<br /> CD ` (209) 3686618
<br /> S.\PROJECTS\1999 9925\dwg\9925TI�'- EB.clwg 4/12/2002 11 03:11 AM PDT SEE TF-11A G-1181
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