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<br /> TRACT NO. 2858
<br /> CURVE WA SUBDMSIONS OF SAN JQAQU/N COUNTY
<br /> CURVE DELTA RADIUS LENGTH TANGENT CHORD CH. BEARING
<br /> 3 0 5738" 1505.00 209.10' 104.72 208.93' S 1,36J2'23" E CENTER UN COMM DA T& / ° WESCH
<br /> 4 06 ,38'25" 15.30.00 177.32' 88.76 177.22' S 14 17'27' E
<br /> TON fMN
<br /> 5 18 51'52" 1480.00' 487.29' 245.87' 485.08' N 0 59.38' W NE,
<br /> =2.15-6.464.455
<br /> 1
<br /> .. N 04 15 5 W20
<br /> 6 0 45 54 1530.00 207.36 103 84 207.19 325 772.0 6
<br /> 7 02 14'49 1530.00 60.00 30.00 60.00 N 16 14 14" W 2 N-2,156,800.504 812
<br /> UNIT NOw 25
<br /> 8 02 14 49" 1530.00 60.00' JO.007 60.00' N 14 14'26 W E=6 325 753.590 %9 02 08'47' 1530.00 57.32' 28.66' 57.31 N 12 02'38" W �" o
<br /> to 02 08'4,' 1530.00' 57.32' 28.66' 57.31 N 07004,30 w Q "=s.�zs`oo5:o'er 3 � ti = BEING A SUBOMSION OFA PORI SON OF
<br /> 11 02 14'49" 1530.00 WOW---
<br /> 0.DO M. 60.00 N 0-4u5242--W E 25
<br /> 12 02 14'49' J530.00' 60.00' 30.00 60.00 N 02037'53"�� W 3 2 \ �� `�° SECTION 2��
<br /> N 00 5 M.
<br /> 0.04 15.02 36.04 6 o R. 6 E. M. D. B. � ,
<br /> 13 0! 07 29 1530.00
<br /> 3 0 R
<br /> 14 02 58'32' 1480.00 76.86' 38.44' 76.85' S o0 02'58" E 9� N\ N 0°' - -� T. 1 N,
<br /> / / - -
<br /> 15 02 36'IO" 1480.00; 67.23 33.62 67.231 S 02 5019 E �o\ / �s �, � C17Y OF STOCKTON,
<br /> E t'•`
<br /> S 05028'07"' �-
<br /> 4 34.32 68.63
<br /> .6
<br /> 16 -T2-r3-9'26- 1480.00 68 �.. '�•, �.
<br /> RNW
<br /> E \ . � - U/ COUNTY
<br /> CAUFO
<br /> .64 34.32 68.63 S oa 0 33 .• � r SAN JQAQ N ,
<br /> 0.00
<br /> 68
<br /> 17 02 39 26 148 Z r, -p
<br /> ' 9 E
<br /> 18 02 39'26" 1480.00 68.64 34.32 68.63 S 10 46 5 ...,�
<br /> 19 02 39'26" 1480.00' 68.64' 34.32' 68.63' S 13 26'25" f 1g o 9 s- p� THOMPSON-HYSELL. ENGINEERS
<br /> 20 02 39'26" 1480.DO' 68.64' 34.32' 68.63' S 16 05 51 E
<br /> 20 55 E 95` o �
<br /> - 4 S 04 ,
<br /> 5 .a
<br /> 21 01--V5-5 50 90.DO 12.46 6.24 12 ,, � N �� ,�
<br /> 22 109 29 14 60.00 114.65 84.88 97.99 S 46 25 47 W ,�1 O �'� 1016 12th STREET MODESTO, CALIFORNIA
<br /> 23 D9 15'34" 90.00' 14.54' 7.29' 14.53' N 83 27'23" W
<br /> 24 28 16'07" 60.00' 29.60' 15.11' 29.30' N 05 049'1.3"' E oh°' MMCH, 1998
<br /> 25 44 03'13" 60.DO' 4 6.13' 24.27' 45.00' S 41058'54' W 6, y 10
<br /> tih ``�
<br /> 26 3 09'54" 60.00' 38.92' 20.17' 38.24' N 82035'27" E Egg `�2 �� �-
<br /> 4 0° .. 1 0 . 46. 76. 4 N 7°07.1 .. W ° 8 `�
<br /> ? a,
<br /> 1 -LI, - -� _ i `°° NOTES
<br /> 46 12050,26- , 00' 337. 1 6. o / .. �.D° `sj 24
<br /> 00 0�•a
<br /> 'GO o= '^� -':. 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> ' 2 \��'_ Q 26 ,c�tJ�� \�� a' 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 95 �0 11 �, 2 ols, o54 , 4 ALONG ALL STREETS AS SNOW ON THIS MAP.
<br /> / 63 �- �ZZ 0 O ° 0, N 2y 119 6 J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> ' ° $ \ 010h, °�'\ g \ FOR LOT CORNERS FACING A RClADWAY. (CHISELED
<br /> 2 $_ OCA l IN CONCRETE SIDEWALK.)
<br /> 2 h tea,° 12 J , i° 5 h s ` : 7 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE
<br /> SAO gg 13 ° rn° $w -\ PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR
<br /> rn .� a o DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> DRAIN FROM REAR TO FRONT UNLESS OTHERWISE S JJAWN.
<br /> ,2h y 12 i E cP_ ° \ a `Op.
<br /> 0 13
<br /> 5. THIS MAP RES TO APPROVED TENTATIVE MAP T -88
<br /> yoh , ° r� �o��k2 �� �\� 6. ALL REFERENWP ARE TO SAN J0WOUIN COUNTY RECORDS
<br /> 50.00 gp �s�_ z 46 4 o_ .c>
<br /> i g9 14 0���'� �\ �\ \ 6 AND BOOK OR:•�LUME PRECEDES PAGE.
<br /> N 09°33'34" W / 16 5 / k6
<br /> 24 z- LEGEND
<br /> / •r's_ -��� 5R'� a' o - - FOUND AND ACCEPTED 3/4" IRON PIPE' TAGGED
<br /> O O c, o 'Ir N_ ° s \
<br /> j ys moo\�-� J 5 2 $�\rte 01 �+ \ oma. 'o L.S. 4876(R J)(R5) UNLESS NOTED OTHERWISE
<br /> �, `& x- 0�' o_ \ -}(- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED
<br /> r�h� y �, 10 ,06 ; `�_ \ ate, 4 LS. 4876(R2) UNLESS NOTED OTHERWISE
<br /> o o_ � � \ 'vim FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED
<br /> �0° 0 �a `- / 58�� mss° 23 \� 25 \ 25' L.S 4876(R5) IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> 0 \ X'9 a-. o 0- 16 s._ , -{�-- FII. CJTY OF STOCKTON CONTROL MONUMENT, 2-1/2" BRASS
<br /> 16� y ��, � F �. 'oma DISC IN MONUMENT WELL, STAMPED ASSNOTED (R3)
<br /> T DATA , � _ F �' "�s_ <" 11 114 . SET 3 4"X 30" IRON PIPE TAGGED L
<br /> LOT S FT ,�, \ A / y 22 h°�5 \ \ Q r i -�O}-
<br /> r 6' '� '�' - IN MONUMENT WELL
<br /> 10287 °� y 15 ° � ° OZ 25 - ' --0-- SET 3/4"X 30" IRON PIPE TAGGED L.& 4876
<br /> 0�
<br /> 10 151� / 6�' �$sem- �1 / $_ � 6g• ,0� � 0 SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> J ' 9 I REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> 17 0 �' �-p Q1 ) 45 y 21 0 ' 27 135 CALIF. COORDINATES-83, ZONE 3
<br /> 17 3` i / 69 to T:,-
<br /> 14
<br /> , N 2 153 535
<br /> ,j, 16 / i o� h �2 � E-6 327 497.231 (CENTERLINE & CONTROL MONUMENTS)
<br /> 1 7283 J8 1 k -oc' , S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 16 6288 �0v�o- QJ 9 0 1 Q ��_ g8 �' ....��' 28
<br /> 1 6263 '� oma, 8 1 / �0 y. � O.R. OFFICIAL RECORDS
<br /> tS 6837 sem_ F �0 ��� 20 'f' 6 R.S. RECORD OF SURVEY
<br /> ° )7 �'QJ / -j° 4 / I.N. INSTRUMENT NUMBER
<br /> 6695
<br /> \ O �( It?- g6 (R) RADIAL BEARING
<br /> 7F 66956694 ��0 ��` 19 moo "F �,6 ti1I\lb I P.M. PARCEL MAP
<br /> 2J 6296M.&P. MAPS D PLATS
<br /> ��; 7 3 �- r,Q 6g' p9�'t1' AN
<br /> 29
<br /> 0o F� )9 (M) MEASURED ON THIS SURVEY-
<br /> �(, W,C. WITNESS CORNER
<br /> / '� ► , . �� P.U.E. PUBLIC UTILITY EASEMENT
<br /> / s l
<br /> PO •�� �� ,�A GjV © CURVE TABLE REFERENCE
<br /> N 72028'48" E (R) , J h r
<br /> ---_� '` o Ch1 hh o � UNE TABLE REFERENCE
<br /> y 18 ,60h �' / �Q CENTERLINE COORDINATE REFERENCE
<br /> 50.24' �10I.Iy�so
<br /> S 66°56'09" W
<br /> --
<br /> REFERENCES
<br /> (R1) RECORD PER. WESTON RANCH, UNIT NO. 23, M.& P. 32-96, S.J.C.R.
<br /> �.. (R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R.
<br /> (R3) RECORD PER. BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R.
<br /> (R4) RECORD AS PER I.N. 90093162, S.J.C.R.
<br /> (R5) RECORD PER.- W£STON RANCH, UNIT NO. 24, W.&- P. U-_f l, S J.C.R.
<br /> SHEET 6 OF i
<br /> P\ 143238UN/T25-1 (YZ) 4-24-98
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