|
FOUND RAILROAD SPIKE
<br /> AT N.E. COR. SEC. 19
<br /> (A, B, E)
<br /> S.89*41152,fE. 663,00' ; W
<br /> CURVE & CHORD DATA :
<br /> LOT RADIUS DELTA ARC CHORD
<br /> * &
<br /> �0
<br /> 65,00'�0_0w' -58,00, 58.00 64.00 60,00 64.00 (Ft.)
<br /> 65,00' 64,00" No. (Ft,)
<br /> 65.00 70.00' 30t 30 30" 60" (Ft.)
<br /> - -
<br /> 25
<br /> L.O N.45 18 08 E. 28.28 (Ij
<br /> Cp co 00
<br /> 00 00 03 co co 29 40 40 55 34 28.57 S.20 09 39 E. 27.97
<br /> Q� C13 Q) Q�l (�j C-�, c6
<br /> 00 00 Q� 013 29 50 41 51
<br /> 15 16 17 1:� crj Q�, Q) 06 36.52 S.19 41 53 E. 35.72
<br /> 20 21 22 co 23 24 C6
<br /> 30 50 40 58 29 35.76
<br /> Qj 5.21 42 55 W. 35.00
<br /> Q.) Q� 01%
<br /> Q3 31 50 40 58 29 35.76 S.62 41 24 W. 35.00
<br /> Q) 32 50 40 58 29 35.76 N.76 20 08 W. 35.00
<br /> /0' P.U�E. (Ij
<br /> o/ 33 50 40 58 28 35.76 N.35 21 39 W. 35.00
<br /> 131 70.05' 1
<br /> -6 60,00" 6 4.1? ------ 34 50
<br /> LO 65.00 58,00" 58.0 65,00" 0 1 t ___ _6, 56 06 07 48.95 N.13 10 39 E. 47.03
<br /> jpq.P51 29-34 50 261 51 08 228.51 S.89 41 52 E. 75.56
<br /> -00 N-89041'52"W 434.6_0T___- N,86*4 5`1 XE,
<br /> N QD 110 (10 34 40 19 24 36 13.55 N.31 31 24 E. 13.49
<br /> FOOTHILL RANCH DRIVE
<br /> 1,118, 5` 35 40 21 30 58 15.02 N.11 03 37 E. 14.93
<br /> 0 34-35 40 40 55 34 28,57 Nb20 45 55 E. 27.97
<br /> 246.00 6
<br /> Ai 260,00 A ze 4,%51 15726
<br /> '14�/ 00 � �< 0
<br /> S,89*41"52E, 150,00" S,89*41'5,? E, 164.00' (�j rov,- 38 N.44 41 52 W. 28.28
<br /> 55. 40
<br /> 4 7,00' 56.00*'-- 47,00' 60.00, o/ '64' S.-8 9-4 1'5?- 'E, N.45 18 08 E. 28.28
<br /> 52.00
<br /> 5,2,0
<br /> 47 N.44 41 52 W. 28.28
<br /> 2(, 7928' 77 N.45 18 08 E. 28.28
<br /> L41 00.
<br /> Lj 79
<br /> % I % C�j /-\ I Q� N.44 41 52 W. 28.28
<br /> co co 28, 1?81, C6 M.P. - N.45 18 08 E. 28.28
<br /> CQ 1 -1 -1 C,�� 'kt Ck.1 (�j Li
<br /> czd C� _%
<br /> co 3 9 38 CU 06
<br /> 77 78 7 9 1 1 25 M.P. - N.44 41 52 W. 28.28
<br /> 00 40 Q�� CS
<br /> oQ3 C6
<br /> "4-1 31
<br /> ONI Q� Q)
<br /> (3 1 S,8 9*41"5,? E.
<br /> 0% co MONUMENTS :
<br /> -\t Zi 99,311
<br /> CD Lr) 0 FOUND 3/4" IRON PIPE WITH A CAP STAMPED 'L.S. 5122:'
<br /> 7,?,00' 60.00" 72,00' �j
<br /> 0, 1 (�j �L; I N UNLESS OTHERWISE NOTED.
<br /> 67.0
<br /> 67,00" 5600 1
<br /> tri
<br /> S.89*41'52E. 26 0 SET 3/4" GALV. IRON PIPE, WITH A
<br /> T_ 0I) , I S.89*41'5,? E, C� (-� Z- 1 0 CAP STAMPED L.S. 5230'
<br /> S.89.41 95t,j ,00" Lr) 101?.0011 % I Q� C--) I
<br /> cz, 1 ol?.00 wI \0 C---) 00 SET BRASS DISC, 2- 1/2"DIAM., STAMPED L.S. 5230-
<br /> 0-0** 99,34' CD cc CONC. WITHIN STANDARD MONUMENT BOX. IN
<br /> 00 Co
<br /> \0 S�, Li\ Cn In 41 L� co 37 S.8 9*41`5,? E. Oj I
<br /> `14- do co In ___' u REFERENCES :
<br /> 104,34'
<br /> 81 (ki 80 z)I C2 I'q_ Q1
<br /> r" C�IN I S,89-41'52-E, S.89'41'52-E.
<br /> U-) ...... C:s v__q (M ) MEASURED THIS SURVEY
<br /> cu
<br /> 101?,00 101?,00 Q)
<br /> Lu 0 1 Qd Q�) I-, �'D (A) BOOK 29 " FILED SURVEYS" PAGE 97
<br /> 95,00 9500 Q0 Q) 27
<br /> Lu QQ3 "i [�_ (-JI Q5 (B) BOOK 19 " FILED SURVEYS" PAGE 43
<br /> ('3 1 S,8 9 41`5,? E, 190-001, 1 -) lc� \0 \0 (C) BOOK 17 " FILED SURVEYS" PAGE 93
<br /> z �� 1 .1 42 06 36 S.8 9*41`5c""E. C)
<br /> 1 031
<br /> Lj In Lo (D) BOOK 13 " FILED SURVEYS" PAGE 222
<br /> % I S�) CO 104.37 (E) VOLUME 2214 - OFFICIAL RECORDS- PAGE 469
<br /> OD cz. S.89*41`52"E. OC C-) ,
<br /> Q) r\ (PUBLIC ) N - - - Crj C-)
<br /> Co 102,001, C0 4j ' C-1
<br /> uj 00 ( 1 NOTES :
<br /> .6 �� ,6
<br /> ION
<br /> CrN Q) Q)
<br /> uj COj I � (::�� C:�l I. P. U. E. DENOTES PUBLIC UTILITY EASEMENT.
<br /> Q) --I
<br /> PARCEL "A� Q)l 104,40"
<br /> ll�t 2 (R) DENOTES A RADIAL BEARING,
<br /> 43 35
<br /> 0.500 NET ACRES UJ S.8_9`_4_1__'5,? E,
<br /> z Ir 109.40" 3. ALL INTERIOR LOT CORNERS ARE A 3/4" GALV. IRON
<br /> S.89-41"52-E. 103.45'__ Z�I Z PIPE STAMPED "L.S. 5230".
<br /> too
<br /> 1E. 4 ALL DISTANCES SHOWN ARE MEASURED UNLESS
<br /> 97,89' N,87#29
<br /> Vv- OTHERWISE NOTED.
<br /> Cv) X'_ - 1
<br /> 2 9 (Z�� , I
<br /> T,A Ln
<br /> S,89*41`5,? E. 150.50"
<br /> N 44
<br /> 6 0 0>' 51 1 34 /,(,]Id co Cr\ 0j
<br /> 5 15• co CD Q�k IS.88'4 6'2 O*E.(R) \0
<br /> (ki Q� \1)1 --- --- co C6
<br /> 0 _246.00' CC) Ci Oj CN Lu
<br /> C__, I _j CY 0 -_4 ,.,.D Q BASIS OF BEARINGS :
<br /> S.8 9 41`5,? E'
<br /> _C0 HILLCREST DRIVE OjA ;`� IS9's6-�-�
<br /> co 90.041- 50 0_
<br /> THE BEARING OF SOUTH 77
<br /> C14 co C-0 >, 0 -03'55" EAST, AS CALCULATED
<br /> . 5. 89'41 52"E. 93,70' 0
<br /> 19700' 0 BETWEEN CITY OF TRACY CONTROL STATIONS G.P.S. # 2
<br /> 0.1 .1 C_-) rt
<br /> 75.0 IS!
<br /> 72,00 50.00' ,�� AND G. P. WAS USED FOR THE BASIS
<br /> v1>3 0 OF ALL
<br /> *5
<br /> cum
<br /> /0, P. U. E. cc 45 33 ,,-1BEARINGS SHOWN ON THIS MAP.
<br /> Q. -4
<br /> (j) 10
<br /> co I 1 #
<br /> l " 09/ , "' \0 4j
<br /> co co cz) Ax cu O\
<br /> 1 (16
<br /> C-i 5;;� .�) 31 TRACT NO, 2162
<br /> 4 9 48 47 c" 1 S.89*4'
<br /> co 32
<br /> cz) Ib
<br /> 061 _,j O'l
<br /> ICU Z�, m tK cy-
<br /> Q-) N A
<br /> It - CD1. 0 U', C3 SUBDIVISIONS OF SAN -JOAQUIN COUNTY
<br /> Z� C61 46 -b UN Q3
<br /> -4
<br /> 75,00 7, 00 70,00, 28/ 2 (4 Z F- 1111THILL RANCH ESTATES
<br /> 119.00, 130.50
<br /> 120,00" PO 30
<br /> - - - - - - - ll� 130' 60" BEING A PORTION OF THE NORTHEAST QUARTER
<br /> 7
<br /> 658.00' (B) 14 0,00 (C)
<br /> Non -Access Strip 0 F S E C T 10 N 19, T. 2 S., R. 5 E., M. D. B. & M.
<br /> N.89*41-'52'W, 662,50' i CITY [IF TRACY JULY, 1988
<br /> COUNTY OF SAN JOAQUIN CALIFORNIA
<br /> JESSE STANLEY, LAND SURVEYING
<br /> 49 WHLOW GLEN AVE., DAKDALE, CA 95361 Oil
<br /> SHEET NO, 4 OF 4 SHEETS
<br /> <a xf6
<br />
|