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1^� <br /> TRACT N0. 2859 <br /> R.S. 30-77 SUBDMSIONS OF SAN ICAQUIN COUNTY <br /> I.N. 88055900 <br /> \\ I WESTON fMNCH, <br /> I LEVEE 009.53162&4 1 1 1 1 1 I LEVEE EASEMENT <br /> UNIT NO. 26 <br /> \ 1t O.R.R. 2548-345 I I 1 1.N. 90093162 I I I 1 I r <br /> � 1 I 1 � I <br /> -------� --------1---- ----- -----t----- ----�---- 1 _ -__ 1 -- I I I 1 I i I 1 BEING A SUBDMSION OF A POR71ON OF <br /> I T------ ----- - - 1 -i-----i--___ -�_- ---t-----i----!---- I I I I �-------- SECTION 21 AND 28 <br /> 9 \ a 1 7 6 1 5 I I -I-----r-----1--- - -- ----1 <br /> \ I I I 4 I 3 I 2 I ' 1 � 2 I 3 1 4 1 5 I 6 I 7 1 8 1 9 I 10 1 11 1 12 f 13 <br /> CITY OF VOCKTON, <br /> WA TERCOURSE 2� - N t 1 1 I ' SAN JOAOUIN COUNTY, CAU ORM <br /> p. STREETr 2 <br /> 10 �g��C� 55" WA TERCOURSE Li-i5�°� 1,°��-61 STREET 4 THOMPSON-HYSELL ENGINEERS <br /> 11016 12th STREET MODEM, CAUFORNGA <br /> 11 24 Z5 1 25 O 38 1 34 1 35 1 35 37 <br /> i 1 ► - - � 33 I 32 1 31 1 30 1 29 1 28 <br /> 15 - JULY, 1998 <br /> _ NOTES <br /> 12 <br /> 23 - _ 27 _ 33 , 37 _ f 36 \ 34 27 - 16 - <br /> Z 40 1 / <br /> \71 _ _ _ _ 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> 13 l / 35 \ 2. A 10l PUBLIC U77LRY EASEMENT HAS BEEN DEDICATED <br /> 22 2B / 25 17 ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> y 32 3r3 / 5 - _ - _ _ J. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJECTION <br /> FOR LOT CORNERS FACING A ROADWAY. (CHISELED "t" <br /> _ IN CONCRETE SIDEWALK.) <br /> N �}�' GRADED AND MAINTAINED TO PRONDE <br /> 14 p 21 39 \ 32 / I25 V 1 a - 4. EACH LOT SHALL BE DESIGNED, <br /> G> 29 / 1�0"E(R) O - - - PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR <br /> / \ 31 130 oil .01+.� x \ \ l 31 I _ _ - _ DRAINING ONTO ADJACENT PROPERTY. ALL L07S ARE TO <br /> CIANO <br /> MAR E 2D / 30 \ 258 22� /{ 'r1(M)(R5) \ 33 - % DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN <br /> P(�G 0'1 E 5) 41 © 34 \ 24 19 5. THIS MAP REFERS TO APPROVED TENIAMT MAP TY19-88. <br /> Z / N 13020 3 (M) (R OU�� I Z0 /4 - _ 6. ALL REFERENCES ARE TO SAN JOAOUIN COUNTY RECORDS <br /> n, 30 L3 • G 30 _ - - - p 20 AND BOOK OR VOLUME PRECEDES PAGE. <br /> 15 m 19x` 29 40 pE�TP \ , 21 v - - - 23 - - - LEGEND <br /> • �G� 13 _ _ _ � <br /> y 31 N, \ \ 29 \ �, U _ _ _ 21 -�- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED <br /> cl <br /> 1 s 'a E R) 39 y \ 2d \ - L.S. 4876(R1) UNLESS NOTED OTHERWISE <br /> ,2034 2 '.� 28 27 \ �'�0 2,96 I 22 -)(- FOUND AND ACCEPTED 3/4" IRON PIPE TAGGED <br /> N ,102,9 Q 12 L.S. 4876(R5) UNLESS NOTED OTHERWISE <br /> 17 E (R) (M)(R5) 32 �,G ��' P 22 Z • �� <br /> N 72023'21 00.00-... 17 17 38 �C� �` � 23 1 11 �- �UN4876(R1)CINE MONUMENT /WELL UNLESS NOTED OTHERWISE <br /> L224<{�� , wz� \\ 2� \� 24 ` STREET `` -®-- fD. CITY OF STOCKTON CONTROL MONUMENT, 2-1/2" BRASS <br /> DISC IN MONUMENT WELL. STAMPED AS NOTED (R3) <br /> Z ` 16 18 37 ��Z 25 \ BSE, I \ SET J <br /> „ <br /> � 26 � - �, N p P E B 10 �- IN MONUMENT WELL N PIPE TAGGED L S. 4876 <br /> �� 34 36 1 1 ` 7 g I 9 \ -o- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876 <br /> ow 15 p 19 25 y. 4 ` 1 1 5 1 6 ' I \ <br /> Z yZ O �• • \ 3 I 4 1 T SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL <br /> I REAR LOT CORNERS UNLESS OTHERWISE NOTED <br /> \ � ROAD EASEMENT <br /> 14 = \ 35 2 \ I.N.90019420 N=2 153 535.135 CALIF. COORDINATES-83, ZONE 3 <br /> Cn 20 24 O L5 • i I \ _ E=6,327,49 7.231 (CENTERLINE & CONTROL MONUMENTS) <br /> y �N G <br /> S J.C.R. SAN JOAOUIN COUNTY RECORDS <br /> B0ULE1/ARO O.R. OFFICIAL RECORDS <br /> 21 )a C) <br /> c'= R.S. RECORD OF SURVEY <br /> CO <br /> 23 ,41�� 2 L7 --Or <br /> I.N. INSTRUMENT NUMBER <br /> 8 • <br /> 12 � &1' � rJ (R) RADIAL BEARING <br /> SCALE ill = 100, 2� ��y�f 3 ���\ Ol • WEST P.M. PARCEL MAP <br /> M.cSrP. MAPS AND PLATS <br /> ° 11 4 <br /> (M) MEASURED ON THIS SURVEY <br /> 5 , S 8, W.C. WITNESS CORNER <br /> P.U.E. PUBLIC U77UTY EASEMENT <br /> y 106 © od\A UNE RATA a¢y��� Q CURVE TABLE REFERENCE <br /> wa <br /> P`R LINE DIRECTION DISTANCE ¢92S ; CcRp�NO L4 <br /> US 6 G L 1 S 25004'0.9" E R 52.00 M R 1 LINE TABLE REFERENCE 6('CRj�)�,J <br /> 9 7 L2 N 66u56'09" E 50.24M R5 '-,,, gO CENTERLINE COORDINATE" REFERENCE <br /> L3 S 22049'68" E 16.36 MR5 <br /> L4 S 13 052'10 W 16.2 1 A4 R1 <br /> 8 L5 S 24035'53'E- 50.00 M R 1 FD, CITY OF STOCKTON / REFERENCES <br /> L6 S 6804257" E 18.67 M R1 <br /> SUBOMSION SUMMARY CURVE DATA L7 S 43 19 27 W 24.72 M R 1 CONTROL MON. 8S-25 (R 1) RECORD PER: WESTON RANCH, UNIT NO. 23, M.& P. 32-96, S.J.C.R. <br /> 41 LOIS 6.63 ACRES CURVE DELTA RADIUS LENGTH TANGENT CHORD CH. BEARING (R2) RECORD PER: BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R. <br /> 1 2014'11 1450.00 56.60 28.30 56.59 S 66002T7-"7W (R3) RECORD PER.• BOOK 33 OF SURVEYS, PAGE 20, S.J.C.R. <br /> STREET R/W 1.55 ACRES / (R4) RECORD AS PER I.N. 90093162, S.J.C.R. <br /> TOTAL ( UNIT NO. 26) 8.18 ACRES (GROSS) yea•° �s 2 21 24 23 1502.00 561. 17 283.89 557.91 N 5401J'40" £ <br /> r' / 3 -6-60-1 08 990.00 104.00 52.05 103.96 S 19049T-4'r-E- (R5) RECORD PER: WESTON RANCH, UNIT N0. 25, M.& P. 33-81, S.J.C.R. <br /> 4 D 23 25 1653.00 11.26 5.63 11.26 S 65 35 47 W M RI) <br /> 5 21"24'23" 11450.00 541.73 274.06 5.38.59 N 54 13 39 E A R 1 <br /> 6 23 38 34 1450.00 590 'IT' 303.48 594.10 N 55 20 45 E M R1 <br /> P:\143238\UNrrz681 7-21-98 SHEET 3 OF 5 <br /> .r <br />