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<br /> ,F
<br /> CURVE DATA TRACT N0. 2756
<br /> CURVE DELTA RADIUS LENGTH CHOP,D TANGENT CH. BEARING SUBDMSIONS OF N JOAQUIN COUNTY
<br /> SA
<br /> 2 12 10'1 1" 990.00 210.28 209.88 105.54' N 07008'26"..W
<br /> 3 11°52'39" 930.00' 192.79' 192.44' 96.74' ° "
<br /> ` S 88°35'09" E 407.65' --...... --- ---- -o---; ;�- -- -- -�-- - - �_ _---_,. .i. _S 0 715_l t _--E_
<br /> NCH
<br /> S RA
<br /> WE TON
<br /> c� S 87058'10" E 4 04 08 44 930.00 67.29 67. 33 66 N 11 07 08 W
<br /> 30 30 82.01 58.00 58.00 60.00 58.00 o ' " o '
<br /> 5 03 46 31 930.00 61.28 --- 30 65 N 07 09 31 W_
<br /> 26.36 - - - - -,-- -- ---- --- � - - -- o -. ..
<br /> LEVEE EASEMENT
<br /> 6 0305724"_ 930.00' 64.22 64.21 J2.12'' N_03 0 7 33 W_
<br /> 31.64 7 f4017'56"'° 960.00' 239.58 238.96' 120.42 S-_060 0335 E- UNITNO.
<br /> 24
<br /> N. 90093162 . - - - -
<br /> v 8 136 01'0 1 25.00 59.35_ 46.36 61 90 N 20 04 40 W
<br /> �o ^ qi 9 272002'0,3" 47.00_ 223.15 65.28 45.J6' S_88005'10**'_f_
<br /> W Oi ^ 1 - o , „ , , , o , „
<br /> OJ o
<br /> r< 10 Imoo1 01 25.00 5935 46.36 61 90- N 23 54_19.__ E_ BEING A SUBDMSION OFA PORTIO
<br /> 11 48 53 58 47.00 40 1 l 38.91 21 37 N_23028'52" E_ 1
<br /> o N, 10 11 12 J3 N 88°02'28" w - o --- ,- oSECTION 2 ,
<br /> ;n -__ _ - 12 51 25 56 47.00 42 19 40.79 22.64' N26 41 05 W T ' G� M
<br /> -% ---- - _` -- ----- ---------_= --- _�-- --- -92.80' --- -- 13 65°13'30" 47.00' 53.50' 50.66' 3007' N 85°00'48„ W N, R E., M. D ,
<br /> O I 3o T --
<br /> 6
<br /> Q, 3 o °'� o V'
<br /> j o 14 57 03 34 47.00 46.81 44.90'
<br /> 25.55' S_ J,3050'40"_„_w CITY OF STOCkTON,
<br /> o , w �" W 15 49 25 05 4700 40_54' I _ 29 21.63 _S 19 23 39 E
<br /> ^ o N N o ^ o \ o �� -- SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ro a Z a, "' 1 0 2 �* 3 4 �v 5 :`� `a 6 ;n "� C`
<br /> o 0 0 0 0 0 0 0 l� THOMPSON-HYSELL ENGINEERS
<br /> 1 N 43°4835" W I o
<br /> 30?! 30' i 18.62' Z 10' P.U.E z z STREET MODESTO C,AUFORNIA
<br /> 1 D 16 12th STR ,
<br /> _ JUNE 1996
<br /> 68.67' 58.00' 58.00' 60.00' SB.OU' 58.00'
<br /> ,
<br /> WATERCOURSE " 88°05'10" W 629.69' STREET
<br /> N o - N 88°05'10" W T'lo 770.68,
<br /> O
<br /> ry41.04 - _ NOTES
<br /> 7 0 -
<br /> _ .- � S 88054 ,37" E (R) �n 268.60
<br /> - - - - - ---- N h - - ,� 502.08' - - -
<br /> oN - N 88°05'10" W 17724' -`�' `�.- N 88°05'10" W 405.67 -- LOT AREA DATA 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NO-D.
<br /> 95. 13 8.2. 11' �" h 2. A 10' PUBLIC U77LITY EASEMENT HAS BEEN DEDICATED
<br /> 8786
<br /> 30' � 30,'- f 16.84' � I � -` - - - -- S_Q F_t ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> ' N 38°16'17" F 10 P.U.E. 8 10 LOT
<br /> ' 'v !nN 42°04'09„ W (R) X11 v' 10' P.U.E. W T- 15 186
<br /> - o 2 3. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJEC170N
<br /> 38 "� r, o N 45°53'48" E (R) FOR LOT CORNERS FACING A ROADWAY. (CHISELED "
<br /> P °o 0 37 (� ______ ____.- o0 0 3 l 0 868 IN CONCRETE SIDEWALK.)
<br /> .i i TN' 84043'45" - '- ^ l 1 �Z 15 33 o 32 4 11 272
<br /> w o 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PRCV'DE
<br /> i I i N 85°0__2 32 _ 18.00 / 5 10 927
<br /> E z � �_ �� PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> p p.00 �N 8900115J" E (R) ° SCALE l - =60 10 953
<br /> Q) 1 N 84 41 A 7 DRAIN FROM ADJACENT PROPERTY. ALL LOTS ARE TO UNLESS OTHERWISE SHOWAi.
<br /> -_- __ 07 W (R) Z 34 10714
<br /> Ll z' i N 07°1038 �' 82.43' O U / 91. 10' 35 9280
<br /> a, 54. 13' 5. 1NfS MAP REFERS TO APPROVED TENTATNE MAP 1M 19-88.
<br /> 3� 12 14 X 37 8845 6. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> �y I E �R) 1 g� i o - - AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 38 73 3
<br /> w 1 1 N 80°57 14__ -;-._."......- z J6 ��' 7 7
<br /> 7 _!� 100.p0E w i 13 1 �� `34 f S 03°59'56" W 40 6454 LEGEND
<br /> cr- U
<br /> W 10, R' " � 10' P.U.F. 97.09'(M)(R4)
<br /> 0 5h' /
<br /> Q ' 4 40
<br /> -•- FOUND AND ACCEPTED 3 4" IRON PIPE TAGGED
<br /> O �� 35 Q, W L.S. 4876(R1) UNLESS NOTED OTHERWISE
<br /> rn -
<br /> �M)(R�) Y$ `L���. r -x- FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED
<br /> 1 J�1 L.S. 4876(R4) UNLESS NOTED OTHERWISE
<br /> 3p 1p2 17/ (,R� o 65.94' 65.00' - 4- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> E o x x
<br /> 30 6°48 30 � 411 � - 130.94'(M)(R4) -" � L.S. 4876(R1) IN MONUMENT WELL. UNLESS NOT
<br /> G;r,'E,RW1
<br /> lr 1 N 7 101' .. -�- FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2' BRASS
<br /> / 1 C5 S 89"59 34 W I 40 UNE DATA DISC IN MONUMENT WELL, STAMPED AS NOTED (R3)
<br /> -{o}- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> LINE DIREC77ON DISTANCE_ IN MONUMENT WELL
<br /> 3 S 72°39'47" W 101.41'
<br /> 4� i \ -o z ^r' (�)(N4) - - SET 3 4"X 3o" IRON PIPE TAGGED L.S. 4876
<br /> i _, / I J 4 N 13 1 1 ,,o W 50.: /
<br /> i S 76°14,54„ W 60.00 (�)(�4)
<br /> 6 N 36°4456" W 15.99' SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> __
<br /> F_- - - 7 N 03°18'54" W 50.2?'
<br /> REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> 8 N 47°38'1 21' E 18.62'
<br /> _9 S 89°59'44" E 60.G3' (M)(R5) E=6,327,497LIf
<br /> .231 (CENTER LINED& CONTROL MOONUMENTS)
<br /> \ 10 S 88605'10" E 81.99' (M)(R5)
<br /> \ \
<br /> 11 S 87a05'54" E 176.02'
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 12 S 86 10 37 E 52.43 (M)(R5) 0.R. OFFICIAL RECORDS
<br /> \ �\ Ov� L _ __ i3 .. S 88607'31" E _. . 30.79> (,V)(R5)
<br /> o R.S. RECORD OF SURVEY
<br /> C I 17 N 88"05'10 W 41.04
<br /> /.N. INSTRUMENT NUMBER
<br /> (R). RADIAL BEARING
<br /> �V
<br /> \ PARCEL A
<br /> M.&P. MAPS AND PLATS
<br /> \ (M) MEASURED ON THIS SURVEY
<br /> W.C. WITNESS CORNER
<br /> P.U.E PUBLIC UTILITY EASEMENT
<br /> A �,f�� ,�A�' 2� CURVE TABLE REFERENCE
<br /> LINE_ TABLE REFERENCE
<br /> v P r.FNTERLINE COORDINATE DATA CENTERLINE COORDINATE REFERENCE
<br /> \ 1 N=2,156,783.407
<br /> O
<br /> E=6,326265.424
<br /> O E-6,32_6 533.853 REFERENCES
<br /> N-2, 156 6 72.689
<br /> E=6 326,530.453 (R 1) RECORD PER: WESTON RANCH UNIT N0. 12, M.do P. 31-96, S.J,C.R.
<br /> N=2 156-.-75-7-6-6-6-._ (R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R.
<br /> O E=61327,035.626 (R3) RECORD PER: BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R.
<br /> (R4) RECORD PER: WESTON RANCH, UNIT NO. 23, M.k P. J2-96, S.J.C.R.
<br /> (R5) RECORD AS PER 1.N. 90093162, S.J.C.R.
<br /> SHEET 5 OF 6
<br /> '3238\UN1T24-1 (Vi) 8-26-96 D.D. SHEET 34
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