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<br /> C U R V E DAT A MONUMENT COORDINATES RADIAL BEARINGS
<br /> C418YE RADIU.9 DELTA ARC CROKD BEARING; DIST CURVE RADIUS DEL r.4 ARC CNORD BEAR/A a Dlsr N0. NORTAIIA/6(1') FASTING(x) A/a MORrRIA16 Y) EAST/NG 6V N0. 6 1 u
<br /> N0fEEr o 1 I/ cEET 0 1 /1 FEET AIO. fEET 0 1 u fEEr O 1 11 FEET / 550,2W 21 1,774,597.57 23 550,094.87 /,775,11850 / Al 85 17 53 W A/ 79 /4 34 E
<br /> / ?80 07 4C 29 37.99 Al 80 19 18 E 37.9G 1136 02 44 27 34.34 Al 30 45 39 E 54.34 2 350 47a1? /,774, 725.69 a 349,849,36 1,774,32318 Al 89 S8 07 W Al 42 23 44 E
<br /> 2 280 03 28 37 17.40? Al 74 41 34 E 17.02 5 113G 04 2/ 24 66.38 Al 27 /2 44 E B6.3G3 650,471.04 4 774.7.01-14? s 549,695.13 1,774,9!3,10 3 Al 05 47 26 W Al 64 28 /0 E
<br /> I 2 280 Il 15 245 55.01 N 78 34 49 E 54.92 1/36 07 7x5 5/ 14472 S 28 34 37 W /40.63 4 530,474.G5 !,774,78r,33 6 549,714.6? 1,774,613.22 4 5 13 33 .57 E 5 08 57 43 W
<br /> 3 220 09 47 48 37.42 N 77 51 00 E 37.57 6a 3X o4 /2 07 3903! Al 34 13 57 E 3g 30 5 550,481.87 I, 774,516.39 2 .49, 7.36.63 1,774.a14,65 Al 07 15 a W Al /0 44 65 W
<br /> 4 275 08 37 44 41.42 5 89 2d 52 W 47.38 280 00 43 53 3.51 5 58 14 04 E 3.57 G 350,584 89 /,776,14257 28 349 90474 1,775, 18738 c N o3 43 44 F 5 03 43 44 W
<br /> 5 275 09 43 00 44.44 6 60 14 30 W 46.58 se 280 09 34 00 46.75 5 453 23 00 E 46.70 7 550,59235 /,775,23213 ?9 - b49,433.74 /,773,156.62 9 46 OG oa W A/ 15 14 33 W
<br /> c 275 02 25 54 //.4? 5 74 /0 03 W /1.67 280 09 34 X 46.75 5 72 57 00 E 4 6.70 8 550,326.39 /, 775, 214.80 549 274.06 I,774 1445.21 5 05 43 .345 E 5 04 3/ 3/ W
<br /> 4 G 275 20 445 38 99.72 y 83 ZO 25 W 9918 co f80 08 32 /G 41.72 5 B2 GY! 08 E 41.68 9 530,30A 74 1,775,213.45 / 549,450.6 1,774,89117 5 73 55 43 E 1 5 22 18 56 W
<br /> 7 47 62 44 0 51.4G 5 41 35 05 W 46793 - ?80 ?8 24 09 138.80 5 72 Oa 12 E 137.38 /o .550,326199 /,775, /74.86 a N9,40.08 /,774.74%.4/ Al Go 08 40 W N 34 30 56 W
<br /> 8 47 54 07 00 4439 S /G 50 26 E 4?74 cl 280 /6 30 0 91248 5 05 31 44 E 9009 �t 650,318.54 4 775,085.33 33 349,423.16 1,774,703.81 / N 03 3521 E 5 75 /G 13 W
<br /> 9 47 5I 49 40 4?.51 G9 48 46 E 41.08 280 .?a -//.97 x 00 945 12 E 1 . 650,2.36.72 1.774,818-51 549,332.83 1,174.714.51 Al 5 B! 345 26 W
<br /> t0
<br /> 47 68 /2 07 .519.93 Al 50 /0 20 E 52.70 D-o/ -o 280 ZO 57 49 10245 5 06 45 1/ F /01.88 c SSD,2/569 1,774,824.% 549,288.19 1,774,728.36 Al 61 59 40 Cr 5 54 24 24 E
<br /> 7 - /0 47 236 m 49 /94., 1 5 45 29 /9 E e?.GG & 220 ?0 67 49 80 49 AI X 45 Il W 8006 04 530, 006.45 /, 774,640.90 640,4 7?.23 /,774,54598 5 85 57 ?2 W 5sy 04 32 E
<br /> 11 60 /3 47 03 12.03 Al 22 57 48 E /2.00 280 07 /0 5/ 35.09 N 00 08 18 E 35.07 15 54 9,094 X 1,774,694.33 §49.50.99 1,774,449,27 5 07 13 28 E N /4 12 54 W
<br /> 12 50 43 05 46 3741 Al 51 ?Q 13 E 36.73 21 66.5 Al /0 /.5 48 W GG.41 r. 549 976 73 /,774,714.09 .549,526.27 1,77.1,423.35 t A( /0 06 2.5 W Al 03 43 44 t-
<br /> (//)-(12)
<br /> t/ - 12 50 fG 52 49 49.64 Al 44 30 4/ E 47.42 454- 3 280 ?0 46 I? 10/.GG 5 or, 40 22 W 101.1/ 17 549,972.54 1,774,89e 90 549.4790.4e 1, 774,32725 / 5 04 // 57 E � N /2 I! 14 E
<br /> 13 225 ?0 38 /5 81.04 N 83 /G 13 E BDG/ GG 360 0? Da 27 44$7 Al 62 Ol 42 E ¢¢B¢ 16 5419,97&Q I,?74,914.58 40 549 556.32 1,774,3475-51 5 BO 52 � E
<br /> 14 300 /G 345 59 87 00 5 /5 2? 30 W LV.70 7 360 oG 47 30 42.67 Al 55 03 4.4 E 42.69 19 554,0%4*8 4 754,020.46 1 549, 8462.69 1,?74,.557.87 _ 5 . 72 48 0,5 E
<br /> 15 300 !2 30 00 63 45 5 30 0/ DO W 65.32 cG -457 360 13 55 57 87.54 Al S8 37 57 E 87.32 20 551,/26.21 1,775, 178.05 2 554 851.97 1 775 2019.96
<br /> Ic 300 l2 30 oo 65.45 5 42 31 00 W 65.32 68 ?20 25 38 48 9948 9 20 22 22 E 97.46 2/ 551,134.67 1,775,247.40 3 3540,841.51 /,775, 119.41
<br /> 17 Soo II S4 00 62.31 5 54 43 ao W G?.4/ 9 220 // /G 42 43.31 5 01 .54 37 E 43?4 550,849.37 /,775,248.88 4d 55474J.14 1 774.796-70 Al 50 55 33 W
<br /> 16 WO 04 55 56 25.62 9 63 07 58 W 25.82 -459 2?0 x 55 30 /41.78 5 14 44 01 E 139.34 Al M 37 29 E
<br /> /4 / 340 58 Zr, 55 3/Z.04 5 345 22 28 W 29?•94 70 ?6►0 03 28 5/ 17.01 Al 01 59 /8 Cr 17.01 MONUMENT& FOUND. u 57 06 5? E
<br /> 19 220 09 20 04 36.23 9 " 16 58 W 36.19 71 280 10 21 49 50.65 Al 04 56_02 W 54.48 Iron F fhb. 3/4~/n dl;mel`er, with bray tag Al C9 Ol z E
<br /> 20 ?20 /6 12 00 G9,68 9 84 06 00 W 6939 ? 280 /0 5t lB 53.05 A! l5 32 35 W 52.97 (P ched and 51`,imped 'iR.C. R. 8189 Shown Mur;,: Al 79 33 04 E
<br /> Pt 220 1B l2 00 6988 Al 77 40 00 W 16°150 73 280 /I 54 54 5823 Al X 55 41 W 58.12 - 7/1e aLS01/G merr�`loned Iron 1�/ri5 enclosed Al 89 45 07 W
<br /> 2 270 0/ l8 Gb 4.99 Al 457 55 DOW 4.9 4 280 03 29 Z9 1?06 Al 34 3? 53 W 17.01 /n C/tlf. JV10(lUn7C1'Il` f.30X, Shown taus: ---a- A✓ 82 2? 012 E
<br /> 220 47 08 Od !8498 5 89 09 58 W 175.92 ?n -74 280 40 OG 21 195,99 9 /6 /9 27 E 19?.02 ' UnleSS 5 b6 48 /4 W
<br /> o>`herWiSe doled.
<br /> 113; 03 59 58 ?9.30 N 18 25 59 E 7928 ? 360 OG 42 57 4?.?0 N 35 42 52 E 42.17 Al 46 15 09 E
<br /> 24 1I3C OG 12 6C 123.?4 N 13 /9 32 E 1?3.17 r. 360 06 00 10 51'1.?8 N 28 21 l9 E 50.24 N 45 14 D W
<br /> 2s /l3G 05 30 67 /0936 A/ 07 27 35 E /09.32 3Go 07 09 19 44.% Al W 4a 34 E 44.93 5 38 20 0I E
<br /> x 1/X 04 44 010 93.95 Al 02 20 07 E 9382 8 340 08 04 85 5473 N 13 09 42 E 50.69 /1?Or(IUMErV T,S SET•' S 31 92 W E
<br /> x 1134 20 27 5/ 405.74 Al 1D 12 02 E 403.59 79 3GO 05 23 44 33.910 Al aG 25 37 E 3389 Iron p%r1s, 3/4" 1rJ dlamelrer, Jon fOn9 with brd5� tag N 454 47 29 E
<br /> 250 07 5? 30 _ 34.72 _ Al 84 01 15 E 3Q.70 7r� - 79 360 35 Zn 37 222.07 y 2/ 24 02 W 2/x57 attached and 5ttamped "R.C.E. 8/89" Shown thu5.� Al 20 45 f7 W
<br /> 28 250 07 05 Z4 30.901 N X 29 48 E 340.92 8 70 !0 d l/ 16.08 Al 08 5+0 49 E 14.06 c%-- The a7ho�e menbi ned Iron Pins V 459 34 02 W
<br /> ? 230 /5 02 54 65.66 5 80 28 33 W 65.47 / 70 24 43 2/ 30.0 A OI ./0 14 Cr 2997 enclosed in Clt Mommenl` box , J 03 43 4Q E
<br /> 29 250 20 QG 38 °10.66 5 83 20 25 W 90.16 ?0 345 50 50 45.02 N 29 10 6/ W 44.25 1 „ ,y 5h0yvn thUS: --0-- 5 Gd 57 58 E
<br /> 250 20 445 38 90.66 5 83 20 25 W 9d.tG 1 -(R 70 G/ 34 i/ 75.27 5 145 49 IO E 71.63 Iron Pins, %Z %n diameter �%//be set of all rear /o>` Come15 5 2/ 013 0/ w
<br /> 3/ 330 4! 0/ Z3 Z�28 5 2Q l4 25 W 231.?G 3 2540 47 ?8 42 207.!4 9 20 QO 37 E 201.29 01714 Chlsel%d Cro9ses W%// Pe Set on sioeWa/ks at frons`of
<br /> all /of5 of ,oro,jec>`iorl of side /ot / 5, o�fset .rs 3'or/ 5 02 d 5 39 W
<br /> 330 20 60 49 M107 5 m /0 3/ W 11941 4 2510 ?8 X 15 124.24 S 10 44 23 E 124.93 SD' 9iree f5 and 6'012 60'and /a/yer S71ree>`S. 4 5 /2 32 245 E
<br /> 31 - 330 G! 'JZ 12 356.35 N 34 39 50 E 339.28 250 ?0 57 Q 9 91.4? Al Oro 4 5 11 N/ 49!2°� BAS19 OF 4549,4111 NG5 5 ?5 y / W
<br /> 3 ?.50 03 M 37 15.W 5 &7 25 13 W 15.90 2010 28 24 09 123.93 5 72 04 . 12E 12266 - S 89 00 24 E
<br /> 4 250 43 99 27 18976 Al 89 00 43 N /85 24 B 250 20 46 M 90,66 Al 83 20 25 E 9a/G A /1/)c L efN/CC/1 oil of 5foch fon Monumen16 4 N•2 5 co x 33 W
<br /> 33 2.50 47 08 04 206.66 N 89 09 58 E 199.91 sd 220 Z 17 69 24.19 /v x oG oC E 24.18 and 4,V- 2; , which bears A/03°44'39"E d5 i,`,own on 3 51 32 13 W
<br /> 33 286 0/ 00 59 5.07 5 457 445 30 E 507 // 0 29 3 89.07 A/ / o w Record of Survey fled 1!12 /goofs 28 of Surveyo 471` 5 3/ 07 OZ W
<br /> 284 09 31 47 47.57 S 73 477 63 E 47-51 90 1136 OCG 18 8d 12508 N 17 53 0? W 12501 /0;ye /80, San Joaquin County Ifecords.. ge;rin are Al s3 40 a0 W
<br /> 37 286 09 25 47.05 5 82 31 34 E 4700 9/ 1/36 06 20 13 15,4 Al 11 33 41 W 125.58 d/so based on C0,9 ?7 Zone 3. a5l;nces Shown 5 845 /G /4 E
<br /> 3d ?845 15 38 05 78.04 Ar 84 -6 36 E 7780 1136 04 20 545 86.23 Al 1x 13 AG W 86.240 on. Mis rnao aye grid d5taoceg crud can be multiplied , 5 75 /2 49 W
<br /> s -ad ?845 35 X ?0 M.74 Al B5 04 13 W ns.89 - 1136 21 29 /2 42;,0! Al 14 47 /4 W 423.92 Gby' 1.0000594 t 0 Main ground level disfvnce 411 N 1; /4 la W
<br /> 39 220 15 14 35 b8.53 .9 OG 37 42 E V._V 275 09 15 aM.44 9 99 05 52 W 44.41
<br /> aordinate5 and t�CS are baSCd On Srid. N 72 55 32 E
<br /> 40 ??o 02 44 08 /0.50 5 02 2/ 40 W 10.50 94 Z75 09 420 4660 5 79 X 43 W 46.55 5 845 32 53 1V
<br /> -40 2?0 17 58 43 69.03 Al 0✓ /5 38 W 68.75 275 01 48 21 8.67 6 73 5l 17 W 8.67
<br /> 4/ 60 3; 52 49 49.44 AI 57 49 52 W 4942 275 20 46 38 "..7'2 S 83 20 25 W
<br /> 4 47 31 57 0110 2621 N 45 21 57 W 23.87 x 30 23 34 25 2457 5 84 44 19 W 20.43
<br /> 43 47 845 31 40 70..°18 5 75 23 43 W 64.42 50 /5 47 05 13.78 Al ?5 N 57 W 13.73
<br /> 4 47 70 35 40 3791 5 03 09 57 E 54.31 -9 50 39 21 30 34.35 Al 87 22 09 W 33.67 TRACT N0. 237 3
<br /> s 47 d? 48 2� 3922 9 452 22 02 E 38409 98 47 545 49 32 46.61 5 83 59 50 W 44.73 SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> z -45 47 236 52 49 194.31 A/ 32 /0 08 E 8264 47 72 31 58 59.50 5 /9 13 05 W 55.60 SPERRY RANCH , ---UNIT NO. 2
<br /> ??0 OG IG IG 24.08 Al 8.3 08 06 W 2107 t 47 745 57 or, 63.12 5 55 31 27 E 3848
<br /> 4 220 21 07 02 91.G1B Al 459 245 29 r' 8043 01 47 52 24 24 4299 Al 69 47 48 F 41.51 BEING A PORTION OF SECTION 28, C. M. WEBER
<br /> 4 22o o! o0 5/ 3.89 Al m ?2 32 W 3.89 co 47 258 43 00 212.23 5 17 02 54 E 72.68 GRANT, CITY OF STOCKT 0 N, SAN JOAQU I N COUNTY,
<br /> - 4 220 Z8 24 09 10906 5 72 04 12 E !07.94 010 /8 /9 52 /6.00 Al 42 4S 32 E 15.93 CALIFORNIA
<br /> 9 225 02 510 00 11.13 N 74 2? W E 11.13 50 2/ o/ 38 18.35 Al 62 20 17 E /8.25
<br /> 225 17 5C 38 70.47 N 84 43 25 E 70.18 - 50 39 21 30 34.35 Al 53 /G 21 E 33.67 R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS
<br /> 9 - 225 20 40 38 01.59 N 83 20 25 E e1.15 250 20 40 38 9666 s 83 20 25 W °..1�!'lG S TOCKTON, CALIFORNIA APRIL , 1991
<br /> / 280 05 56 28 29 03 9 82 49 49 W 2'9.02
<br /> 2 280 Or, 54 29 3376 5 70 24 21 W 33.74 SHEET NO. 2 OF 4 SHEETS
<br /> ©i -© 280 12 50 .17 62.79 5 79 ZZ 34 W 62.66
<br /> Q 220 09 49 245 3772 8 77 6/ 49 W 37.68
<br /> 4664-8-4
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