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PARCEL MAPS 22-190
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VOL 22 101-200
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PARCEL MAPS 22-190
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3/9/2016 12:31:36 PM
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qv <br /> � I <br /> A 02-- 30 <br /> fl,im 7--192 <br /> PARCEL MAP <br /> jo, R/W 40' IR/W -1 SEC. SEC. 6 <br /> of <br /> ®_ A PORTION OF THE <br /> IL20' COLLZIER RD. AL FD SPIKE <br /> D 3/4" I.P, 20 50' R/w----i3:- AT SEC. COR <br /> Fa. <br /> "RCE 18668" (R2) NORTHEAST 114 OF SEC TION 12, <br /> 30 (Rl) <br /> ry 0 <br /> SEC. 12 SEC. 7 TAN, R. 6. E. , VD. B. & M o <br /> 0 oj I T.4.N., R 5.E. T.4�N., R.7.E. <br /> �o pt) <br /> 06 co Q0 SAN JOAQUIN COUNTY, <br /> a) R�S. 2-1-115 SECTION LINE (o <br /> cq AND RANGE LINE -1�*., <br /> LIFORNIA <br /> SCALE: 200' <br /> N <br /> SHEET 2 OF 2 SHEETS <br /> n oi 6 6 OCTOBER, 2002 <br /> m ' <br /> / r-0 C14 N <br /> cn lfo FID 34" I.P. <br /> (R2)'/NO TAG FD. 3/4 I.P. W/ TAG FD. PK NAIL <br /> 'j <br /> �R2 <br /> "RCE 16668" (R2) <br /> NO RECORD <br /> N 88*51'45" W 1313-80' 1313-24'(R2) rn DILLON & MURPHY <br /> 3,28.45 0 0 P <br /> 7 <br /> 327.89�(R2) 0 CONSUL TING CIVIL ENGINEERS <br /> uj <br /> uj <br /> Ln n NORTH LINE OF LOT 26 N.9603- ;'jl 0 <br /> PER(R3) 7777 ENGINEERING PLANNING, SURVEYING <br /> PARCEL 2 y <br /> n z <br /> 2.28 AC. 0 0 <br /> LN. 82034293 <br /> Ld <br /> N *50'42$' W CO <br /> ul <br /> WEST LINE OF LOT 26 303.44' <br /> PER(R3) <br /> FD. PK NAIL i zfJ <br /> NAIL 11 ', <br /> NO RECORD 'c 6-- <br /> "DESIGNATED REMAINDER BASIS OF BEARINGS.- <br /> N_. < <br /> uj <br /> m A PORTION OF THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 12 <br /> PARCEL 1 U- OF <br /> 2.29 AC. BEARS NORTH 00'00'03" WEST, AS SHOWN IN BOOK 21 <br /> ,oma, 0 0 <br /> C-0 <br /> V) z PARCEL MAPS AT PAGE 47, SAN JOAQUIN COUNTY RECORDS. <br /> 00 <br /> b�o o <br /> on V) SEE DETAIL A <br /> Ll MONUMENTS SET <br /> 40' R/W3/4 X 30" IRON ROD WITH CAP, STAMPED LS 7269 <br /> 20'- AND SHOWN THUS 0- UNLESS OTHERWISE NOTED. <br /> )f <br /> W 1311.91' (M) (Rl)' 1310.87) (R2) <br /> 5' ROAD RIGHT-OF-WAY <br /> FD. PK NAIL j DEDICATION. SEE CALIMYRNA RD. 45' R/W FD. PK NAIL <br /> PER (Rl) DETAIL "A" (Rl) COLLIER RD. <br /> P.M, 21 -47 <br /> SITE <br /> N <br /> 0 <br /> 99 <br /> 0 <br /> '77 <br /> C-4 <br /> Ll <br /> LJ <br /> ce "DESIGNATED REMAINDER <br /> PARCEL 1 <br /> CALIMYRNA RD <br /> Ln -o C'L -p'-> <br /> 0 0 <br /> 0 <br /> 0 I.N. 97098828 �o N 38'50'42"W <br /> VICINITY MAP <br /> N S 00-09'55" E 0 25.01 LEGEND N.T.S. <br /> 5.00' z S 00'09'55" E <br /> L3 5.00' <br /> 100.00' y 228.45' __ 1.P. IRON PIPE <br /> N 83'50'42" W (M) MEASURED DATA <br /> 5' ROAD RIGHT-OF-WAY FD. FOUND LINE TABU: <br /> DEDICATION <br /> o R.S. RECORD OF SURVEY LINE BEARING DISTANCE <br /> N 88*50'42" IN 1311 .91 ' (M) (Rl) i.R. IRON ROD <br /> P.M. PARCEL MAP Ll N 8850'42" W 10 .0 <br /> 00' <br /> I.N. INSTRUMENT NUMBER <br /> CALIMYRNA RDD.R. 2 N 00*09'55" IN 95.00' <br /> n Dv NJ . .R. OFFICIAL RECORDS L3 N 88'50' " 203.44' <br /> -FD. PK NAIL FD.. PK NAIL RIW RIGH T-OF-WAY 0IN <br /> PER (Rl) PER (Rl) NOTE: (Rl) P.M. 21-47 L4 N 00'{30'03" IN 128.00' <br /> (R2) R.S. 27-115 <br /> DRAINAGE FROM PARCELS 1 AND 2 SHALL BE RETAINED ON-SITE BY A (R3) M.&P. 6-2 <br /> REIENTION BASIN (18-INCH MAXIMUM DEPTH). DRAINAGE FOR PARCELS <br /> DETAI L A 1 AND 2 SHALL BE CALCULATED PRIOR TO RELEASE OF BUILDING PERMIT. FOUND MONUMENT AS NOTED <br /> N.T.S. COR CORNER <br /> M.&P, MAPS` AND PLATS <br /> (D.D. SHEET NO, 12) AUTOCAD FILE: 0199 <br /> 5��361154R <br /> IIIIIIIIIIIiIIINlllilFillilllllllll 111 ill NII Ilii P cf 2 �,�, <br />
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