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CU19vE DATA CURVE DATR
<br /> TRACT N0. 2174
<br /> CURVE A4,0/05 DECr,4 AA/G[E ARC CNORO 0AAR/A/6- o/5T4j/CE CURVE RAD/U5 DEIM AA/GLE ARC CHORD BEAR/MG 9/9MA/CE
<br /> N0. FEET 0 I FEET o 1 N FEET N0. FEET o I it FEEr c /1 FEET SUBDIVISIONS OF SAN JOAOUIN COUNTY
<br /> 9n /0 /4 /I la.08 9 22 I6 4a E 16.06 47 3; 59 U V.35 0.3 42 0/ E M of WEBER RANCHUNIT N 0. 3 �.
<br /> ? 70 1$ 23 §.9 29.81 5 /5 /I .47 E ZO 416 a 47 44 1? 14 X.2; Al ,; 53 S3 W 35.37 I
<br /> M 70 3/ 04 01 379& s /2 a2 0 A/ .37.49 58 47 43 6-b 00 3627 Al M .X/ X W 34.4s 1 BEING A PORTION OF SECTION 28, C. M. WEBER
<br /> 4 70 3I 55 S9 .39.0/ 5 44 '0? ab W 38.51 47 43 x A2 35,27 5 x 'h 6-b W 34.46 GRANT, CITY OF STOCKTON, SAN JOAOUIN COUNTY,
<br /> S 70 ?3 04 2'9 28.19 5 7/ i2 15 .W 28.X co 47 4$ X Oo 35 27 5 /3 M M W 34.45 CALIFORNIA
<br /> 2 5 70 //0 28 22 /34.97 5 27 50 18 W 115.0/ w 47 48 3/ 12 39.80 5 32 l5 3; E 38.62
<br /> G e0 /0 /4 /I /0.06 5 77 57 24 W /(a6 - Q 47 ZS8 43 00 21222 5 ?2 50 /8 w 7?.68 R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS C1 f
<br /> A9 04 a5 08 l042 s 70 47 44 w 6.42 2 50 98 19 08 24.7/ S 4? 2/ X E ?240 STOCKTON, CALIFORNIA FEBRUARY, 1989
<br /> 8 90 1 04 09 03 9.66 5 65 40 .39 w 9.66 a so II 02 22 9.63 5 ?2 40 53 E 9.62
<br /> 1 8 0 /0 14 11 /G,08 5 67 43 /3 w /c.06 - 3 5d 39 Z/ 30 M .14 3 X SO 27 E .0.147 SHEET NO. 2 O F 4 SHEETS
<br /> 9 70 09 23 53 /448 5 67 /8 0/ W /1.47 ® 200 /9 /3 23 718/ 5 3/ 11 M E 73.46-
<br /> /0 70 d1 30 oo 38.49 5 87 45 6-b W 38.x © 22b 04 25 /4 /6.97 b 19 22 /9 E 16.97
<br /> 70 34 00 00 41.54 A/ .59 M 6-b W 40.93 38 37 9b 78 S 28 59 0/ E M-14
<br /> / 70 M 30 6-b P Al 27 /5 00 W 36.02
<br /> 70 05 A4 29 6.20 Al M 27 4/ W 6.20
<br /> 0- /3/3 70 //0 ?8 22 /34 97 Al 62 09 42 W //5.0/
<br /> / 89 07 14 2/ 11.37 Al 10 32 4/ W 1/..76
<br /> /s A9 102 59 5d 4.7/ Al /5 39 47 N 4.71 WEBER RANCH,
<br /> 14 - -4 9b /0 14 lI /6.08 Al 12 02 a7 w 14.2T
<br /> 16- 9n Z43 5! /O.s7 A/ 20 3/ 37 W /0.57 MONUMEA/T CGYIRD/NATES U N I T NO. 3
<br /> a
<br /> n 00 03 30 20 5.51 Al 25 38 43 W A51 No. NORrHING bAsriNG
<br /> /a n 90 /0 14 11 /6.08 Al 22 /c 47 W l6.z / 649, 755.47 1, 77.4, 168-80
<br /> /6 7010 83 53 1270 Al 22 // ,Si8 W I?.6-9 2 549, 708. 12 /, 773, 199, 77
<br /> /3 70 P9 /2 44 .3SG9 Al 0? 23 38 W 33.30 3 549 618.5/ 1, 773 249. 41
<br /> 70 M .S8 57 4318 Al 30 42 12 E 44.40 4 540, 071- 53 /, 713 418.39 e;
<br /> ?/ 7b /0 14 // 1?.5/ Al 54 18 48 E 12.40 6 548, 871.97 1, 773, 479.-% �� a
<br /> D - Z/ 7b 66 49 45 AZ 09 Al /G 6-b 59 E 2:.22 G .�f48 7 •73 1773 2.�G.3/ M ck LANE 1 t
<br /> 90 04 02 43 G.35 A/ 57 ?4 30 E 6.35 7 549, 3!0.20 1, 773,077.74
<br /> 23 90 Oct /I ZB 9.73 Al 5? /7 M E 372 8 34q 308. 72 /, 77,3,07?. 96
<br /> /G.CB A/ 54 /8 46- E /6.04 9 .548 7?0.0/ / 772 987.89
<br /> ?4 9b 0 14 /I X.08 Al 44 04 35 Cr 16.46 0 549, /?6.92 /, 77?,86-2.25 �
<br /> v /8 02 30 2204 AI 47 38 44 8 21.95 644 643.29 1, 772, 739.47 ,--�� aR
<br /> 70 35 6-b M 4?.x Al 74 jo 6-0 E 4?./0 /2 548,94/.34 1, 772,647.42 �A v RAI R'
<br /> 70 .V X AO XG5 5 73 00 00 E 36-23 3 •S48,565.09 1, 77?,486.26
<br /> TO 29 Zo /5 35.8? 5 43 /9 5? E 0.45 /4 549,046.44 1, 77Z.0 7.0/
<br /> 2 70 //2 ?2 45 137.29 5 84 S/ 08 E 116.32 5 .fig 1/o.81 /, 773,b46.66
<br /> 3b 05 36- 38 8.81 5 31 ?8 04 E 8181 V I C I N I T Y M A P
<br /> 280 03 /G 23 /5.99 5 32 38 If E /5.99
<br /> ND yCACE
<br /> / ?do /0 40 AO S240 J 15 40 CXR E 5?.05
<br /> Qp em 03 /0 18 /5.80 S 18 44 5/ E /b.M
<br /> 32 280 /7 X 4/ 831(2 9 25 43 03 E 83.3/
<br /> 836 03 /4 02 4718 Al 9 05 /0 W 47./8
<br /> 836 07 o/ 39 10?.54 Al 30 57 20 W V?.47
<br /> ©3 •© 836 /o 15 41 149.72 5 52 M 2/ E AV 52 MOdIUMENTS SET
<br /> s 250 2.4 38 37 A0.4 .9 ?8 59 a E /0?.43 Iron P!/75, 3/4" in diame>`e/; 3D"long, �vifh brass fag affacheol and
<br /> so 08 M 26 7.48 Al /? .f? 29 W 7.48 „
<br /> 5D 26 S/ 49 2?.57 Al 04 20 39 E 2?.38 Ma. RA01AC BEAR/NG 5ta/n/r7ed R.C.E. 8189, shown thus •' n
<br /> 50 34 ?G /5 30.05 Al AO 03 25 E 29.60 , B 55' 43' 37" W 5ef b't`andald C/ty Ccnl{erl/ne Nlonulnenf shown Thus. --C��--
<br /> 47' 49 /6 33 40.42 Al 67 2/ 43 W 39.19 N as, 29' 04" E yvith above-no>`ed 101/1 rn5lde.
<br /> 47 51 x 6-b 4114 Al 67 M 00 W 40.47 5 8/' 24' 44" W
<br /> ate 47 43 0b 610 017 5 75 -W 0 W 340
<br /> 4i 47 43 00 6-b 36.27 .0 M 30 x w 34.45 4 Al 72' 43 21,' W KIONIIMENTS fOIJNp
<br /> 4z 47 49 33 41 40.66 5 13 46 5/ E 39.40 5 29, o Qy" w n J14" /n dia/nekr, .�" long, with brass day attached and
<br /> 43 47 22 24 34 /8.38 5 49 49 .S8 E /8.27 rron pins,
<br /> 5 79, 26-' 07" w Stamped E. 818°J: shown fhu9.• , unless otherwise
<br /> 43 47 258 /4 48 2/1.84 S 68 09 09 W 7292 Al 6-7, 49' 12M W nodI>v1J
<br /> te . C' Cenl`errlP ilMorrumenfs shown thus. --fl--`
<br /> 5043 48 33 38.73 5 39 03 59 E 37.3/ Monumen>'
<br /> 5 33' 2B' 48" w ?fz"diameter brass dl. C, 61,;mped Cify o{5lochlon Survey ,
<br /> s ed X 35 49 576 Al 13 5/ 47 W 5.75 o s 7B° D5' /4" WIQC.E. 8/89, 5e1` In concrete, enC/05Gd /l1 a monurn�lf &Xoer 1��• 28-12/,
<br /> OG S0 32 45 4/ 28.59 Al 6-5 48 57 E Z6.2b
<br /> -® fo 39 2/; 30 3435 Al 02 3/ 0,3 E 33.67 � ti 67• 48 /2" "' shown fht1�: o
<br /> 4 47 46 /I 48 37.46 Al 40 24 OCG W 3612 9 33' 47 48" W
<br /> e 47 43 DO A0 36.27 Al 44 3d 6-b W ,34.45 Al610 4' .56 N 1t/
<br /> 9 47 43 Lb 010 35.21 Al 87 •3� tb W 34.45 / ?I I4 50 w BA5/,S of f3�RR/A/G5•' .
<br /> 47 43 AD DO M.27 5 49 M 6-b W MiJ4.4 / 5 75, .�o' OB" n/ 4 lite bel ween City of_4 `001fo17 Mo17ZIment`5 2AI-7 and 2 n/-9.
<br /> / 47 43 00 6-b 35.27 9 o6 30 X w 8446 / s a ?7,. "� which bears A117'01'S4 tv, as .shown on Record of Survey flcd
<br /> 2 47 41 3/ /2 34.46 5 .15 45 36 E 33.32 1 Al 32, 33, ,, w for record /I7 Book 2g of 5urvey5 of PayeAl /2l, San JoaQulrt
<br /> - 2 47 ?58 43 6-b 2l?.?S 5 77 50 l8 w 7?.48 C'oun t Records. Bear�ngs and 01s1`d,7ees are also based on
<br /> j ,35 2I 30 34.35 5 36- 80 27 E .03.67 f J2' 7' 49" E ASo all 511, w CC5 27 Zone 3. Mu/fipy disl`ances shoyvn f/ /. Ool00GQ3 tD
<br /> obt`al;q ground /eve/ d/sfanCCs.
<br /> .fo as 14 ,56- 4.58 a a 3? 14 W 4J8 t ,V 7s' 12' 14"
<br /> 8o R 40 34 M.77 Al 05 08 3/ E 2933
<br /> ®-� 39 2/ 29 .74.35 Al 02 9/ 03 E 33.67 '
<br /> ' V
<br /> • #476Q-C-4
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