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<br /> 59 J 199 - , Ulvlr w0. & TRA CT N0. 3520
<br /> Il�&P 34 103 124�M&P 33-7'9 5 M P 32-75
<br /> 58 198 - \ 164 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> \ 57 J6 \ 123 11,4\113 4
<br /> 59 58 197 - BLOSSOM RAIVcH\ 1�4 12�
<br /> 401
<br /> \\ LO 195 UIVIT Iva. 1 163 pRI�E 117\11 a`�1 .RII�ERB,51VD, RIVERSEND,
<br /> W j HUIVTE RIIJOE .A. lel&P 3 �2 �3�\17� RSE�AI� 119\>>`�\ 431 42 J Uivlr IVO. 1
<br /> \42\ UIVIr IVO. \F6\57 195 >�� N� 120\ \44 lei'&P 40-3rd UNff fVs 4
<br /> - 27 0 43 NI&P 39-34 \54\55P�RC�L �2 � \ 191 152 121\ < \45\45 41 5 /
<br /> _ �8 37 � / 63\62 PI�IJ2a �5 03 194 X192 16f�161\ 49\4a\47 SANE 4a l
<br /> 29 35\35\ �\ 65\64\ n 193 �, 159\ 5 \50\ RIDE 2 ��38 3,g R), -� BE/NG A SUBDIVISION OF A PORTION OF SECTIONS 29
<br /> 33\34\ \�` \57\55\ Lor 'A' 0 15�\1 J`� 58\52\ 1 TWIN g ��, c o.,3s a� `•�o'41 w( 15 AND 41 OF THE C.M. WEBER GRANT, EL RANCHO
<br /> - ° m 32 \ \69\68 [PARK) \156\ ���. -��a�'�`r�� \ N59' •20'23,E - DEL CAMPO DE LOS FRANCESES'; LYING IN THE
<br /> 31 \
<br /> 71\'
<br /> STREE 93\94 \1 54 J5 54 � 6'•6'°o2y�o ��'� , rot
<br /> 010-20
<br /> �°169° L5 15 CITY OF STOCKTON
<br /> 73\72 g2\ n \ - °2 �� '� 2 R1 /
<br /> 75\74\ IN 90\91\ iJ3 55 �r�� + ``� ;� M R�6 402 _ SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 76 BER�A 88\89\ k 95 5a C6 401 0 17
<br /> CNAM 86\87\ \96\ RIyRB�ly�,.......... 56 C4 '•. C5`.: .. 400 K 403
<br /> \a5\ \ 9a\97 UivIT Iva. 2 �'7 rR�s boo** 1 ,INE BR00 Z
<br /> 1 77 \83\84 � \ � .j r�\gg\ \ 119&P �•'a�J�•' � I"W R�__'' • 53 61 � DRIVE 404 `'� � 25
<br /> i 81\82 ` -y o\o\ o \
<br /> .,. . ,� �, N35 q'8��'� X61 53 R� �, o
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<br /> _.>- 10 RantK
<br /> 78 80\ � � �- o\o \ �v L Or A � C3 ��52 Z 40 405 �,, o
<br /> l 79 '`-y o\ \ a Y z 230 231 t Pel RK) 52 407 � 27
<br /> N WA M 232 RI VERBEP4D, 52 �' 410 1016 12th STREET MODUTO, CAUFORNIA
<br /> R� 236 0 229 233 UIVIT IVO. 1 ��� 526 53 53 409 411 28 SEPTEMBER, 2005
<br /> I� >13\ \ J BARTR \ \ 23_7 z 228 234 NI&P �40-3r3 3 583 u� 408 NAYpEN 412 � l
<br /> I \ 273 \�\ 23a 227 �J� 525 53 58 BROOK' / 29
<br /> 1>4 y \ 235 LOT 'B' . . 0� 524 53 581 �` DRIVE 413
<br /> 1- - 26 272 y �y� 2471 - 239 226 �� LOT B •� Q` 52 537
<br /> 115 \26r o�� \ 246/\- v, lSCH00L) [scHaaL) 00 .����� 52 538 580 41 6, 414 0
<br /> f 263 0�--j. 271 f 248 240 \ 224/ 0� 579 418 , �LEN
<br /> 116 �' � �z D� � o� 245 � 25 223 0 ���� 52 � 539 419 •.....� 35'44 W M�DAD
<br /> 270 241 z Ov � 0 578 �. 61°48 R
<br /> 117 252 249 zZ m - 0 0�• 52 540 420 7 15)(R1 )
<br /> - 267 269 i '
<br /> --A`�, 244 242 222 �� 519 00� 54 577M)(R
<br /> p 118 cn o Q` 576 421 0 S,
<br /> J
<br /> 261 1258 250 243 518 542 21' 16'� , FD. 3 4" IRON ROD
<br /> 1 119 -� / �= 221 575 J� 422 �� ��,��, � 9p�,, NO TAG R2 R10 200 100 0 200 400
<br /> - 260 -� \ \ 251 h, \N\220\ ���° 51 Q� 54 42 0 ►��� 0� �� �J'r'f'� R11 R12 75 )
<br /> 1 120 259 \ \ ` i�� WAY \�\ "' `�' \ `s�6, 544 574 424 .� �h1� s� ( )( )( ) ,
<br /> 121 - 257 �' NETS M ,� \ \ 1 X193 192 s� 45 573 00 / CO �; J SCALE. 1 =200
<br /> 258 BEN --- Rll/ERBE1\1. /\ y 94\ 191 C2 �. �' S 57 Q 425
<br /> 1 122 `�\�' \�� s 546 4
<br /> y\ UIVIT Iva. 2 \ <n \. RY �1 p E 571 2
<br /> 123 o \�\ Ili1&P 4a--J `s' MIpDI WAY \190 N72��14'(M) �,.....• R16 547 570 �0� 42 1.JV. 001514956
<br /> (- p 158 tv o\o \ 2��. R1 `' 548 �P 428 00 9v Q`� v.J.�.R.
<br /> 124 157 \/ 189 R16 �r o 569 ��i..�j� 1
<br /> - 159 -n ` tv o\w\ � °' \ o 549 429 �h N LEGEND,
<br /> 125 155 o \ \ - RY WAY 185\ \ C1 1 505 0 CQ 550 568 430 c��1� REFERENCES AND BASIS OF BEAR/NGS
<br /> v 125 Q< 155 160 cr ZEBU � 182 ►�� rn 55 56
<br /> D
<br /> 1- - � - 151 n MID �\ 183 504 52 66 431
<br /> 127 154 _ -y \ \ w 314/ c") 555 53 56 432 0**
<br /> - - -- 162 � y \ 184 `y .3 54 <
<br /> 128 W 153 175 319 \ �` 313 L37 503 D 6 43 �%. ,'� G)
<br /> - - -T- - -� 163 175 328 327 320 = y�'� 502 493 D 556 56 56 434 �����1�N ��P
<br /> 129 152 \ �= 318 O QL • � 557 .'� 1� J
<br /> 1 151 164 329 Z - 321 '` J 312 R1 ) h P
<br /> 130 � 174 c�c� 326 ��00 L36 494 560 6 43 43 o `' ��'� GPS' LINE TABLE.'
<br /> \- 317 501 558 1
<br /> - - WHl TEE 150 155 173 o z, 322 Q X311 m 43 g�1,,�1
<br /> 495 LINE BEARING LENGTH
<br /> 131 FORGET - 330 �o<M 325 323 219 500 43 �6`� `l 111
<br /> 132 COURT� 149 \/166 172 331 �'`� 324 \ L3 496 559 43 0 51� �� L5 S64'30'03"E 27.99' (M)(R15)(R17)
<br /> - 147' 148 \ 157 171 STREET � o \� 28 499 497 m 44 '/ 5 l� L6 S48*4427"W
<br /> 57�27"W 111.79' (M)(R15)(R17)
<br /> Zj 133 1 332 �,, c,, o\ '� 28� 498 �`, 44 2�1 `� 1 EX. CITY LIMIT LINE L7 S4144 27 W 92.78 (M)(R15)(R17)
<br /> 134 168
<br /> 1/0 \�,\�\ `y� �� ,� 442 2� ��1�111 L8 S35'4727"W 96.60' (M)(R15)(R17)
<br /> ��8 L34.. 0....
<br /> . �k �5�
<br /> I- - \33 159 PINETOWN RIV ERBEIVD, ` �\ ,\ w L33�.�L3 � W 5 l� ♦ L9 S14'14'33"E 193.74' (M)(R15)(R17)
<br /> I 135 337336 �334 � � 01\ cn .. � , „ ,
<br /> _ L 10 S70 4127 W 40.60 (M)(R15)(R17)
<br /> � 335 � o\ � UNIT Iva. 3 �\ �, L31� � 447 � L6 �� ��
<br /> 1135 t,, \ \ �\ M&P 41-3r9 \ � L30 L2 � � o LOT G L11 N17'17'50"W 22.75' M R17
<br /> - - IVE wggL2�+!�• 448 `r PEDESTRIAN ACCESS COVERED ( )( )
<br /> I ( L 12 S29'19'52"W 90.37' (M)(R 17)
<br /> 358 � � � 7 -������.. .
<br /> _ _ \ �'\ R
<br /> L07" 'D' .............. 1137' 357 � \ .y D ? `•� \�� � 449 ° ........... ............ENTIRELY BY A P.U.E.) L 13 , » ,
<br /> [EOR ACCESS AND 113a -� 359 \ \ OOK �\ L2�� 492 S2816 52 W 72.00 (M)(R17)
<br /> PUBLIC UTILITIES) - 3381 391 35_6 360 \ BR '10 E \ '-';L L8 L 14 S55'21'52"W 90.00' (M)(R17)
<br /> 139 340 355 D► NAYpEN c,z \ N .6' R1 M 488 �P,\ 491 450 j 1,ly. 0 ,� J
<br /> L15 S81'21'52"W 74.00' (M)(R17)
<br /> 361 n w �.9 v.J.r' R. , „ ,
<br /> I (- 140 146 341 oz = w \ �\ 32 A- M 451 L 16 N84 34 52 E 58.13 (M)(R17)
<br /> - < 354 362 c z oa\�'oz\ \ P 89 490 Al g L17 N1700927"W 141.85' (M)(R17)
<br /> 145 342 = w \ �►�1 03 U` WA �Q 452
<br /> _ oa cn Y L18 N14'1747"E 35.78' M R17
<br /> 141 353 363 cn\ c�� w ( )( )
<br /> 142 144 343 r- k \ `L25 N RID�ETON 453 L 11 / FD. 1 IRON PIPE L 19 N09010'47"W 86.98' (M)(R17)
<br /> 352 -\- ' R2 R 15
<br /> 1- - � 354 \ \ B 476 475 / NO TAG, (R2) ( ) L20 N06'48'33"W 1.21' (M)(R17)
<br /> w \ N L24
<br /> 143 344 -c 351 474 p 454 L10 L21 S71'07'08"W 51.13' (M)(R17)
<br /> - - 346 � 345 - 365 �- WAY -� � cA L22 N06'4833"W 97.54' M R17
<br /> TON L23 03 �o 455 L 12
<br /> GE 481 o Q ( )( )
<br /> NARMpN 350 366 �BRID 2 lou1�) 473 456 CURVE DA TA TABLE: L23 N32'5649"E 6.40' (M)(R17)
<br /> 347 OU 357 357 376\37 `\ 2 •( 468 472 CURVE DELTA RADIUS LENGTH CHORD CH.BEAR/NG L24 N72'42'10"E 6.68' (M)(R17)
<br /> I 375\ o 6, 457 , » ,
<br /> I z o ^ ,� L25
<br /> 368 L20 o' C1 90'00'00" 70.00' 109.96' 98.99' S27'42'10"W (M)(R15)(R17) S171750 E 150.00 (M)(R17)
<br /> 348 C8.,L 467 458 o,h`� C2 38'3759" 531.00' 358.04' 351.30' N53'23'11"E (M)(R15)(R17) L26 N82'3233"E 110.20' (M)(R17)
<br /> I I LOT 'C' 1349 369 L19 rn �: , » ,
<br /> R1� ° 459 �I C3 20'07'49" 785.00' 275.80' 274.39' S44'08'06"W (M%R15)(R17) L27 N171750 W 49.82 (M)(R17)
<br /> [STORA9 DRAIN 370 ( �DRIVE 460 ! :° L28 N72'42'10"E 155.00' (M)(R17)
<br /> 1/1.° 461 C4 11'45'58" 469.00' 96.31' 96.14' S60'04'59"W (M)(R15)(R17) ( )( )
<br /> I I BASIN) y (R fo 465464 6 462 C5 65'15'16" 85.00' 96.81' 91.66' N63'29'04"W (M)(R15)(R17) L29 N17'17'50"W 49.01' (M)(R17)
<br /> W L18 Ri � 466 .CENTER OF 24 . , „ , , , . , L30 N27042'10"E 7.07' (M)(R17)
<br /> BAL�vE w \\ (R 17 ' \� 2, WIDE BIKE PA TH C6 6140 45 35.00 37.68 35.88 S00 01 04 E (M)(R15)(R17) L31 N72'42'10"E 5.00' (M)(R17)
<br /> I DR - <0,� E� L13 EASEMENT AND C7 66'31'26" 60.00' 69.66' 65.82' S42'26'30"E (M%R17)
<br /> 5� 9L 32 N 16'09'05"W 50.D 1'
<br /> PARCEL 2 iE� �� 40 WIDE PUE C8 222'14" 275.00 11.38 11.38 S07-59'40"E (M)(R17) (Y)(R 17)
<br /> EX. 20' WATERLINE M R17 5 N� L 14 PER D.N.
<br /> L33 S72'42'10"W 5.00' (M)(R17)
<br /> 9 PM-23-95 L16 2005-316939 L34 N62'17'50"W 7.07' (M)(R17)
<br /> EASEMENT I 0.�9 / 296.00„ 15 ,
<br /> I.N. 88026214 66 /V82;54'08 W L35 N1717 50 W 216.21 (M)(R17)
<br /> PO ` L36 N14'26'05"W 40.05' (M)(R17)
<br /> R E
<br /> L37 N17'17'50"W 131.36' (M)(R17)
<br /> I JAMS ROAD McALLE � .00 -CITY LIMIT LINE
<br /> MCALLEN ROAD
<br /> PARCEL 1160 .........ABANDONED
<br /> P�]RcEL *A* - PER D.N. 2005-316939
<br /> PM-23-17 PM-23-17
<br /> SHEET 3 OF 8
<br /> is\289400\dwg\unit 4\s3-riverbend4-bd.dwg tmyers 7/6/07 74.•34
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