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<br /> TRACT NO. 2648
<br /> SUBDMSIONS OF SAN JOAQUIN COUNTY
<br /> STREET CURVE DATA
<br /> WESTON RANCH,
<br /> STREET DELTA RADIUS LENGTH CHORD TANGENT CN. BEARING ��� O. ��
<br /> EDGEBROOK AVENUE _
<br /> EASCENTRLIWE 0i O1'38/ 1210./ 2 .69'-2.9A4I 2 .69/ 10.85' N 0' 35, 3/ E LOT AREA DATA
<br /> a -_ _ - __ _ BEING A SUBOMSION OF LOT 143 AS SHOWN ON THE W OF
<br /> r�OCCENTERLINE
<br /> DNOLLOW AVENUE_�_Or�057'S0" .500. KL--
<br /> 125.24' 25.24' -L-12,62' N O1 09'13 f LOT 5935 2T So.00 WESTON RANCH, UNIT NO. 2O, nLED IN BOOK 32 OF MAPS AND
<br /> 2 5600 22 623s PLATS, AT PAGE 18, SAN JOAQUIN COUNTY RECORDS, AND
<br /> 4 5600 24 5775 LYING IN SECTION 27,
<br /> 18 6000 25 6,300 T 1 N., R. 6 E., M. D. B. & Mk AND
<br /> 19 5500 58 5500 �� ��
<br /> EX7'�TiNG I QQ 59 5916 SECTION D OF THE C.Mil WEBER GRANT,
<br /> i I CITY OF STOCKTON,
<br /> / = - SAN JOAQUIN COUNTY, CALIFORNIA
<br /> I THOMPSON-HYSELL ENGINEERS
<br /> �Y, 1016 12th STREET MODESTO,
<br /> 6C� 610 310' `�
<br /> s,��✓� r - �G4RCN 1995
<br /> P� E. i
<br /> 3f.00' (R ) - 310 Jv / \ ) I
<br /> - ► „ _ LEGEND •
<br /> I- -_ - 84.82' -- - N 87°30'18" _ _90 5 t' N 891179"g2" W 1610. 10' - -� 49.a8' ! - 30.04' N_87°53'38" W (R) SCALE 4�
<br /> o „ - - - _ 50.66�- - - - v __ v + - FOUND AND ACCEPTED J14" IRON PIPE TAGGED
<br /> _ _ _
<br /> 389'19'4
<br /> - R- 1240.00 N 8. 58 05 W R
<br /> N 89 19 42 W 90.4-" - 39.85' - -_
<br /> -1,769}_4_13.60 //�/ - - --- ---- ---- L.S. 4876 (R1) UNLESS NOTED OTHERWISE
<br /> o� N Y= 510 410.20 n SKY LAKE LANE „o� L=29.44
<br /> �, SKY LAKE R=1500.00' _1,769,673.57 3D, NBE,'°55'16"W (R) - - FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED L..S.4876(R f)
<br /> E 1.97 N o �4 „ i Y= 510 407. 16 IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> L=25.24 89 019'42 W 390.00
<br /> _ ----__---__-- • _--.__ ____-----_---�,__-- _ -- _ - - -_ - -T -- W R=1210.00' -�- . CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> o COURT 130.Oc" L=21.69'
<br /> FD
<br /> p _ _ 260.00 =1.769,673.55 - p DISC IN MONUMENT WELL, STAMPED AS NOTED
<br /> `Q �i ti X-f,769 413.58 Y= 510 405.19 N .. ..
<br /> 2 o --o- SET 314"X 30 IRON PIPE TAGGED L.S. 4876
<br /> N 89019'42-"' W C--510,408.24 "� o "C\4 o
<br /> ' N 89°x9'42" W 172.00' o (M) MEASURED ON THIS SURVEY
<br /> - -- -- 90.00' _ - -
<br /> __ WC. WITNESS CORNER
<br /> N 36°53'49" W _ _ 80.00' 92� P.U.E. PUBLIC UTILITY EASEMENT
<br /> 16.40' 1 30' �- - - SET 1/2 X 30 IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> o
<br /> EX/-S r � N 45040'18"' E N 51045 .3,5"' W l 25' 25' � •' •'
<br /> 10' P.U.E. I 30' I
<br /> ' P. , P8.28' 0 16.40' I I 60 REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> INDICATES WITNESS CORNER; SET 1/2" x 30" IRON PIPE
<br /> g g ! 21 22 I g SLI TAGGED LS. 4876 AT OFFSET DISTANCE NOTED
<br /> of i � 3 W.C.
<br /> N89 019 142"W I �1 r I I ,�. ��r�� T �r T X=1.790-369-30, CALIF. COORDINATES-27, ZONE 3
<br /> 100.00' I I N89°19'42'11' N89 019-42"W I Y= 51:6::3:53.43 (CENTERLINE & CONTROL MONUMENTS)
<br /> 100.00' 105.00' I "c< g o I S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> K o 0,R. OFFICLAL RECORDS
<br /> 2 I o Q I g I , w ( R.S. RECORD OF SURVEY
<br /> oS LN. INSTRUMENT NUMBER
<br /> " ! k6i 20 N 8 23 i w ' (R) RADIAL BEARING
<br /> EX. EXISTING
<br /> N89 019"42"W ( o
<br /> 0 0 � I � o g + -- N89°19'42"W 410.00' - - - -- CITY LIMITS LINE
<br /> 0 0 10000• -` •Nr N89°19'42'1Y NB9°19'42"W 1 0 l///(/ Q'ISTING RESTRICTED ACCESS PER (R1)
<br /> o h W 60.00' 55.00'
<br /> I g I 100.00 105.00 o I N ( (Rl J RECD2D t R Wes TON RANCH /VD. 00,
<br /> �' e I EX/S rirvG I
<br /> �u ti ;., 10' P.U.E. .... ( E� 5 rrivG
<br /> g I $ (R/) I $ 0 _ 10' P.U.E.
<br /> ei5rin r• ! b 4' 24 �' g '
<br /> ! 19 h _
<br /> `D � 10' P.U.E I o �' " I �riSTiNG � ! I
<br /> S g N89°19'42"w I �I J I N89°'9'42"W N89°19'42"W I ' W 1au
<br /> 59 g 58 a g NOTES
<br /> z 100.00' o I 100.00' 105.00' g ! S S A l 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> I Z $
<br /> i I
<br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DED/GATED
<br /> N 44°19'42" W EX/SriNG G� ALONG ALL STREETS ON (R1).
<br /> o I o 2 o 0 1 18.38' 10 P.U.E.
<br /> 4 p o ' 18 25 I S 25' - - - - CR/) J. SET A 5.5' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> "' I v`O, I o - - - - - -- - - - - - FOR LOT CORNERS FACING A ROADWAY. (CHISELED +
<br /> ! I
<br /> 12 47.00 55.00 IN CONCRETE SIDEWALK)
<br /> - N 89019'42" W 397.00' - 4. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO
<br /> N89°19'42"W
<br /> _ PROVIDE PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION
<br /> 100.00' I
<br /> N89019-42"W N89 019"42"W I N ti OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> 100.001 105.00' 25, ` _ N 89°19'42" W 435.00' -- DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> I.
<br /> X=1,769,670.44 5. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM 12-93.30' 30
<br /> 17 2 Y= 510, 140.23 WOODSTREAM STREET 6. ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND
<br /> MUST BE MULTIPLIED BY 0.9999323 TO OBTAIN GRID DISTANCES.
<br /> WOOLDBURY i =1,769,407.54 Sn rrL� 5 Jrr T 7. ALL DISTANCES BETWEEN FOUND MONUMENTS ARE MEASURED
<br /> 893.31 AND ARE IDENTICAL TO (R 1).
<br /> LANE •
<br /> J.•\CAD\ 143228S2.DWG 5///95
<br /> SHEET 4 OF
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