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CI RVE RADIUS DEL TA ARC ChOR9
<br /> S. OON
<br /> NO. FT. , r FT. , r FT A /�' J G.0 PER
<br /> " W M Fp 3 5
<br /> � / - CI 500.00 29'44'47" 259.59 N 32.37'45" W 256.68 1Z 14'39.98` / - '� 26-139
<br /> �-� %2b"yr eQ �- ' C2 500.00 15'42'14" 137.04 N 39'390/" H 136.6/ 5� 96 J NT DOX ` 5 28 LINE 30.00 l6 68 Z5 Ro / 05� C3 500.00 /1'31'55" 100.64 N 26'0/'56" w 100.47 0 96800 , / MONOORNER \ L1M1T
<br /> 5 9 / ' 16. �, „ " , / 1N 1ON ITY 4
<br /> aW 2 0 �- - I S' W I Z 19, p C2+C3 500.00 ?714'09" 237.68 N 33'53 03 W 235.45 I" P INI SE6T `
<br /> ZP qZ6 0 _ �Z15. C4 500.00 02'30'38" 21.9/ N 19'00'40" W 21.91 FD- (p) A
<br /> Ry / 14139u '� 8��'�0 _ W m C5 537.50 29'44'47" 279.06 N 3237'45" W 275.93
<br /> '1� 14'39'H © c6 462.50 " 11736 N yy 117.05 '11.66
<br /> 511432 20 N 40 13 5B 35 / - w�
<br /> L9 fl ` 33 18 - N c C7 462.50 /2.29'36" 100.65 N 26'43'00" W 100.65 DO�p , i ' 141n o_
<br /> 1.93 o= ``� C8 462.50 02.42'51" 21.9/ N 19'06'47" n 21.91 I'� / 15 `\
<br /> 36 \ - _ I M
<br /> 1Z I a 39 LB z �� m C6+C7+C8 462.50 29'44'47"' 240.12 N 3237'45" W 237.43 I
<br /> 5 U E u ` SCALE.- I X200
<br /> Z95.35 g" yi 14.5' P AI "B / j 693'98 ,-811 Sg S \� _
<br /> 5 12'29560 l 4 ` `�' - IpENINO E \ 1215 c � � -�
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<br /> pE ROAp�1 i -�9� E X39" E 1`WIpEN1N0
<br /> $ s- 45.5 \ 30' IN I N 97 8) / ,�N 12'►q N 1Z I Q E R00 14 ` \, m •---•
<br /> Z P �.� 45.5 N PER 1' 3511.10 ( / 16` '\ \ 30' >�IN �O�o
<br /> I p E \ , / q28 PER 1
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<br /> N- W •B �' - y \ LIZ _ 0
<br /> DETAIL 5Q 1G
<br /> 28.577�`�AGRES t4
<br /> NOT TO SCALE / L6 \
<br /> 14'39' W LIMIT LINE - 2 1 51 g30 e 45 5` \ P �.E \ C\� t "' ..E 96�96
<br /> X = 6,339,408.744 "5E'12 CITY sf `�° �2� W 10` P.0E z �14.5 �\ J4 �` N
<br /> Y = l 0, l.9 N 12'I q (MbA) / 5 '1Z 4 3 5 6$25 Y Q.S• P'N E \L \ -� \\ 11
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<br /> SPEC N.P �
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<br /> RI6W eve A �� 12.583 ACRES v 1 , v o
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<br /> 0�p9 22 1-11
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<br /> i 11 \ cn
<br /> 36gp.5 33 \�` Y EASEE PER
<br /> v,' oc m 9c�s', �` \ 395 \ �'_ 1 0AD�.5`
<br /> h /� .�-� , 51.63 \ rn \ R 14 1091
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<br /> O.P L. \ /
<br /> 309D-96' ( \ \ \ 17 \� a8"W, R, \ \ N'P 00.
<br /> i ° 09"3^1,-' 1 219 24 433.
<br /> kn 71
<br /> ``m 1 J 1Z 1 Q 18 Z \ rnW 0 P'L \ 0 \ \ P•L 1' l `39 40.49
<br /> w o S S 7C1 \ N' GB 390.1 5 12 I I Z I \ \ n
<br /> 25. m 1 O � _ �'/ �--., \ 42111 433.00 z 3.998 ACr'S `r o 1Z 1351 E
<br /> 50' 82.5 G5 �C> \ �3 \1 M 14 3g ►N Z $� \ N P.L �, t�� N 61 g5 (M\
<br /> 10 ;' � Z 512 G7 p2�� , C`��, civ / 9 \\
<br /> A413.24 \ v, \ _ \ - ' \ 89
<br /> 132.5 (A,td ) Y .» �•q, 4.015 ACRES ?O.i
<br /> l�.l D Q y �� t QU 2.990 ACRES _� \ 1-
<br /> Q a f -9f o i, r� G6 � N \\ 4Z9'
<br /> 242.11 5 I�06 3 10
<br /> �_ - �_0 �, 12�0.'CS N - �, / , 20' \ - 160'
<br /> _ - m \
<br /> ~-' J 3 ��Q \ �y$ \ \ \�i�. \ \ 433.00 , ' 2g1'83 s -2152'
<br /> M. �� 5 9.480 ACRES - 6
<br /> .� pec \ Q.
<br /> N.P.L. l\ V N.P L'8g' - i o 6411.0 1% _ 564.33'
<br /> 84.3 \♦,'
<br /> 3• 31�
<br /> EASEMENT i\ lb \\\ 20 16010' I21 Oq.g90 /� �. 86 /\
<br /> o P_'.& E.R 43 10)
<br /> MAIN 361 °H NOT c'10)
<br /> ,.,- \ I r,�RD� DETAIL "G"
<br /> TRACK 'V Z I'" (Y11pT ' 1.52 + o,
<br /> 62 86 31 \ \ "� oN M�
<br /> 33 � 0 ` AIL NOT TO SCALE
<br /> w Q �z 13'51 e)
<br /> SEE
<br /> LOT LINE ADJUSTMENT
<br /> J _
<br /> a - J803.20'
<br /> Q L IME BEARING DISTANCE RECORD OF 51JR VE Y-
<br /> <
<br /> ? \ / RSA 7 N I?45`2/" W 32.99'
<br /> 1- L
<br /> Q N ' 06' (M) L.9 N 72'1439" E 92.58' BEING A PORTION OF SECTION 25 G.M. WEBER GRANT r�
<br /> 3803 L9 N 72'14'39" E 90.00'
<br /> uNvoy
<br /> BEARING DISTAHIGE r CITY OF STOCKTON, SAN JOADUIN COUNTY, CALIFORNIA LINE LIO S IT4521 E 30.00
<br /> 1" T\
<br /> / N I t
<br /> 7 , / ! Z-13151 \ Ll N 4730'08" W 3/9.27' L11 5 30'I7 33 W 59.84
<br /> L2 N 4T3010e" W 29785' L/2 s 1 T45'21" E 170.00' SIEGFRIED ENGINEERING Inc.
<br /> cn
<br /> L3 N 174521" W 394.92' L13 S 16.13'42" E 300.I/'
<br /> -• •--�- '
<br /> CITY LIMIT L II+dE L4 N 19'17'00" H 300.11' L/4 s 1 T4521" E 7/8.l8' STOCKTON, CAL IFORNIA MAY, 1997
<br /> L5 N I T4521" W 167.09' L15 S 4730'08" E 340.69'
<br /> -�-- " SHEET 2 OF 2 SHEETS
<br /> L 6 N 672757" W 61.73' L l6 5 /T45'?1 E 323.26 ,/ 96389
<br /> 1
<br /> F.B. 660
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