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C9,
<br /> "�3 seg. CURVE CHORD DATA
<br /> S-89*41"52'FE, 581.00"
<br /> �q
<br /> LOT RADIUS DELTA ARC
<br /> 74 5.00' 60" 38 51., JI 7- 0 1 41 CHORD
<br /> 62,65' 65.00 62,00" 65.00' 60.007 No. (Ft.) (Ft.) (Ft.)
<br /> N
<br /> CO ca co co cp
<br /> %L13 S.39 00 00 E. 30 95
<br /> N.45 40 03 E. 28.10
<br /> czz,, 9
<br /> tirCO Q� 1056 2 34 05 47.33 N. 2 19 01 E. 47.33
<br /> 00 co
<br /> cd ,Z) 0� r) 7 8 10 11 12 13 14
<br /> --1 :-46
<br /> �0 U*) :- (J" 2 1056 3 31 38 65.01 N. 5 21 53 E. 65.00
<br /> PiN cz�
<br /> ll Q3 Q.)
<br /> 11 % %0 7Z /"- C--3 " 3 1056 3 31, 38 65.01 N. 8 53 31 E. 65.00
<br /> (k r1l , v- - ---- - - -- .. (��� zf -Z� Q�
<br /> CIS . 0 4 1056 3 36 53 66.62 N.12 27 47 E. 66.61
<br /> % -0- \11- 0 , Zf
<br /> b I O'P_U, E. 1-4 1056 13 14 15 243.97 N.7 39 06 E. 243.43
<br /> N. 0?6 38 62,65" 1 65.001 65.00,
<br /> -4 fn -80.00`-- 5 50
<br /> 6 26 27 33 23.09 N. 1 02 27 E. 22,89
<br /> 09 937 65 35 02 58 42.82 N. 5 20 10 E. 42.16
<br /> W 15 S.89*41'52E, 378.65" 5 70
<br /> -4 00
<br /> IV C�j 5 719 2 52 01 35.98 N.10 15 50 W. 35.97
<br /> @ 10,p89 5 s E 6
<br /> s 719 8 33 03 107.30 N.4 33 18 E. 107.20
<br /> 7 n, /cl- 209.1
<br /> 9" FOOTHILLa �J- ANCH 246.00 DRIVE 5-6 719 11 25 04 143.28 N.5 59 19 E. 143.04
<br /> S.89*41`5?'fE. 150,001 60 t).
<br /> S.89*41'5,?**E, 125,80, 60•02�I 1z 51 1 6 70 34 54 55 42.66 N.40 19 06 E 42.00
<br /> .09 Iv % If 6 UJ 7 70 34 54 55 42.66 N.7 5 14 01 E
<br /> 50,801, 75.0 0' 14. 5 , 1 42.00
<br /> u,
<br /> 0 %0 4 7.00 56.00 47,00'-
<br /> LLJ 8 70 25 33 50 31.23 5.74 31 37 E. 30.97
<br /> N.77-48�,�1'1'
<br /> (R) I :t 5-8 70 130 26 38 159.37 N.53 02 00 E. 127.11
<br /> Ncs 428' 28, 8 50 27 57 10 24.39 S.75 43 17 E. 24.15
<br /> 28,
<br /> 60 613 7 45 07 82.94 N. 4 08 45 E. 82.87
<br /> �4j 94
<br /> 64
<br /> (ki �3 C-�, I W 60 N.49 09 43 E. 26.32
<br /> I Lr) 71 `3 72
<br /> I %
<br /> Q� N I C-.N 73
<br /> (f) 4 (kj Qj 00 CO 6j L6 UJ 61 N.44 17 58 W. 28.48
<br /> N
<br /> 63 i
<br /> Lr) CJ) 61 1000 4 58 50 86.93 N. 3 35 41 E. 86.90
<br /> 915.00.fctiil cn
<br /> C--) Q) 62 1000 5 12 26 90.88 N. 8 41 19 E. 90.85
<br /> % 0j
<br /> 63 1000 5 10 49 90.41 N.13 52 57 E. 90.38
<br /> C\j I'd 9 .16' -
<br /> 61-63 1000 15 22 05 268.22 N.8 47 18 E. 267.42
<br /> 4c , le�941 6 7.00' 56.0
<br /> :zt 65 67.00' - -
<br /> 63 N,53 23 18 E. 24.03
<br /> f 9*41**5,?'FE.
<br /> cv
<br /> LAJ 4r5 3 S.89*41'5,?*E. Lf') 64 N.44 41 52 W. 28.28
<br /> cl 67
<br /> lid 00/ui 9.5.00, 915,00
<br /> u) z N. -U) 03 - % co N.45 18 08 E. 28.28
<br /> Z -C cz) 95.00** 1 1 ui 69
<br /> 100,6,5' k�o 1 4j qj 0\/ (�jj N.44 41 52 W. 28.28
<br /> 71
<br /> -Cli It 16 Ui a� N.45 18 08 E, 28.28
<br /> s - C�j V`') I98-64 tl-lb 74 10 N.44 41 52 W. 28.28
<br /> 54?162 700j j(\j -
<br /> uj V- 75
<br /> N N.45 18 08 E. 28.28
<br /> 14J 4\ib, \0 I 9a001 9a001
<br /> 01f I'D
<br /> • 95,L S.89"41' `E, S.89*41'5?'rE,# % Z
<br /> 83 4' 4 10 1 L.,J- 7----o;-0d------- co C.L. 668 11 02 48 12 8.7 9 N.5 47 45 E. 128.59
<br /> N.89 41`5,?`1*/. 75� 0-0
<br /> 35,00'
<br /> Z6 L%Aj
<br /> 2 1\0 6 4i 1 00 C.L. 668 0 22 41 4.41 N.11 30 30 E. 4.41
<br /> 61 60.00 CS c::) C,L- 668 11 25 29 133.20
<br /> - o N.5 59 06 E. 132.98
<br /> I L'i 1i
<br /> 106.56, 1AJ cp
<br /> W C.L. 668 11 25 10 133.14 N.5 59 16 E. 132.92
<br /> cri
<br /> S-86 Z�) Qz�
<br /> % C--)
<br /> *,23`56 T. Q3 Q3 �o O C.L, 1028 20 06 06 360.66 N-8 26 32 E. 358.81
<br /> CS
<br /> 68 67 69 76
<br /> ;� ';I' co 1 61 0%
<br /> Nc cs ico X C!�� " 75 REFERENCES :
<br /> 0�c
<br /> (M) MEASURED THIS SURVEY
<br /> (A) BOOK 29 ' FILED SURVEYS"
<br /> PAGE 97
<br /> 111 (8) BOOK 19 "FILED SURVEYS" PAGE 43
<br /> 4
<br /> 75.041f -- --- -- --- ------
<br /> I 1 •1 '54.'4 8 6.60 50.06� 4 7.00' (C) BOOK 17 " FILED SURVEYS" PAGE 93
<br /> '11, 09 R 668' A9 6 --L 47,00'
<br /> ►�R� / Al ro S.8 9*4 1'52'E. 164.48" (D) BOOK 13 " FILED SURVEYS" PAGE 222
<br /> n,<-OC-r,22' 41- 4b A 150.00
<br /> /1 -5) 5'
<br /> L 4. 4 cb'/,ri tA. ""., �>- I (E)
<br /> 209.69' 88-23',29*E. (R) VOLUME 2214 - OFFICIAL RECORDS- PAGE 469
<br /> ---- - 260.00 b
<br /> 246.00
<br /> 0 /0 NOTES :
<br /> O Jov 11 co HI 9�?. 9 fo-0,
<br /> .--k: . . - (ki DRIVE 1. P. U. E. DENOTES PUBLIC UTILITY EASEMENT.
<br /> 11 1 -- -,-- ------ S.89*41`5,? E. 648�63 ' (ID I
<br /> 4 -63 58.00, 62.00 60.00, -- - Z! 1 2. (R) DENOTES A RADIAL BEARING.
<br /> .4 -- 56,00' 56.0 65.00 ?
<br /> CO 60.00' 60,00'
<br /> \0 10' P. U.E. - - - 65,00 3. ALL INTERIOR LOT CORNERS ARE A 3/4" GALV. IRON
<br /> C�j 4
<br /> .04 p , '(9 8?-5��4 L 41 CL PIPE STAMPED
<br /> Ijr) % 1L.Aj Q) 'L.S. 5230"
<br /> L%1j 4. ALL DISTANCES SHOWN ARE MEASURED UNLESS
<br /> N 00 co 00 CID CO CO
<br /> N (1U QZ, nj Q� U)cz� -q-
<br /> 00 OTHERWISE NOTED.
<br /> ti J � co Q� Q�, (.-301
<br /> 00
<br /> I-IS cu
<br /> C'S CS TRACT NO, 2162
<br /> CS ` " 50
<br /> co cu C-) 03 03 1��
<br /> 60 59 58 57 56 55 54 53 52 51
<br /> C3 1�3
<br /> I C�$ V" cz, Q-3 CZ) C-'-)
<br /> cz� C-1�1 c SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> cz)
<br /> zf zf zf
<br /> 60" 28 55/ --1 ESTATES
<br /> - -) - - 70.00' 1 58.00' 6,?.00" 60.00' 56.00' 56.00' 65.00' 6P,00-' 60.00'
<br /> - . 60.00 65.00** F [111 THILL RAND
<br /> N.89-43'35'61..: 616,00' 0.) BEING A PORTION OF THE NORTHEAST QUARTER
<br /> 50, 4- OF SECTION 19, T. 2 S., R. E., M. D. B. & M.
<br /> ..��'= -� N. 89* 41` 52" W. 751. 50'
<br /> MONUMENTS : CITY [IF TRACY JULY, 1988
<br /> 0 FOUND 3/4" IRON PIPE , WITH A CAP STAMPED 'L.S. 5122," BASIS OF BEARINGS : COUNTY OF' SAN JOAQUIN CALIFORNIA Qj
<br /> UNLESS OTHERWISE NOTED. THE BEARING OF SOUTH 77003'55" EAST, AS CALCULATED JESSE STANLEY, LAND SURVEYING
<br /> 0 SET 3/4" GALV. E, WITH A CAP STAMPED "L.S. 523d' STATIONS G.P.S 42 BETWEEN CITY OF TRACY CONTROL
<br /> T No. 24" IRON PIPW49 WILLOW GLEN AVE,, OAKDALE, CA 95361
<br /> SET BRASS DISC, 2-1/2"DIAM., STAMPED"L.S. 5230',' IN AND G, P. S. **3 WAS USED FOR THE BASIS OF ALL
<br /> CONC. WITHIN STANDARD MONUMENT BOX. BEARINGS SHOWN ON THIS MAP. SHEET NO, 3 OF 4 SHEETS
<br /> a 15z
<br />
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