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612 <br /> PAR CEL MAP <br /> N - <br /> of <br /> A PORTION OF THE NORTH ONE -HALF OF THE <br /> NORTHWEST QUARTER OF THE SOUTHEAST <br /> 15 OF SURVEYS 117 <br /> QUARTER OF SECTION 17, <br /> SCALE. 1'=200' 16 OF SURVEYS 100 T. 3N. , R. 7E. , M. D. B. &M. ,NOTE. CENTER OF SECTION FD. NAIL AT 1/4,1/4 COR. SAN JOAQUIN COUNTY, <br /> ESTABLISHED BY STRAIGHT � (R4) s <br /> UNE INTERSECTION OF 1/4 CALIFORNIA <br /> SECTION CORNERS PER (R3) P.M. .4-182 <br /> N 89° 59' 18" W 2680.28` 40 R/WS 9° SEE DETAIL ;q" / <br /> NOVEMBER, 1991 SCALE: 1 "=200' <br /> N 89e 59� 18�� W 1338.fi2� (R2) F�; 5/8" I.R. NO TAG I 1341.63'59, 18 E Fp. 5/e I.R. SHEET 2 OF 2 SHEETS <br /> N 89 59 18 W 1338.65 /338.5 (R3) (R1) f- FD. 5/8 I.R. NO TAG (RI) FO. NAIL AT /4,/+ <br /> AT 1/4 COR. N89°S9'/8"w 13 8.65' —� �c,0R' (R4) <br /> N 89° 59' 18" W 1313.65' NO TAG (R4) <br /> 1313. 65' __•� 5' • <br /> Dillon Engineering <br /> 25-FOOT RIGHT-OF- 20 car-- <br /> � .3 <br /> a2 FD. 5/8" I.R. TAGGED LS 2273 WAY DEDICATION W P Z5-, FOOT RIGHT-OF- a-' Consulting Civil Engineers <br /> AT 1/4 COR. (CENTER OF SEC. 17) �. WAY DEDICATION a Q oo in <br /> W (R3) o SEC. UNE N Q to to Engineering Planning Surveying <br /> 0 1/4 SECTION UNE NN LO to N Lodi, Calif <br /> LS_ ; D.R. 1595-531 � W <br /> N U PARCEL 2 0 o �C N r ° 53"' o BASIS OF BEARINGS: <br /> o ^ n Al ►� N 89 56 W 480.60 � -.. I p <br /> 3 �_ N 890 56' 53" W 455.60' -"' 5' 2o' <br /> cn <br /> toUj <br /> 18. 77 ACRES GROSS o �`' o I N 00THE C 1400"NE OF E AS SHOWNEROAD ON PARCEL MAICH PS <br /> -0.30 ROAD R/W AC. o p PAR CEL 1 00 o BOOK 4 PAGE 182, SAN JOAQUIN COUNTY RECORDS. <br /> 18.47 NET ACRESr7PPER <br /> o w1.58 ACRES GROSSFD. 5/8" I.R. CEL o 0.08 ACRES ROAD R/WTAGGED L.S.2273 (R3) SPIKE AND Wi4SNf `V �y J o = 0 1.50 NET ACRESoMONUMENTS SET <br /> co 'r- S 89° 56' S3" E 858.43' W 2 ,� v� ° Z ? 1 FD. SPIKE AND WASHER PER <br /> N i--- S 89 56 53 E 455.60 o' I R3 " r <br /> .�_ � ca `�. 5 z � ( ) SET 3/4 DIA. X 30 IRON ROD TAGGED R.C.E. 25,835 <br /> 3 S 890 56' 53" E 1319.03 oo Q N S 890 56' 53" E 460.60' ---� AND SHOWN THUS 0— <br /> o S 890 561 53" E 1339.03' FD. 5/8" I.R. �"� W �- S 890 56' 53" E 480.60' <br /> 0 1338.8'(R3) TAGGED L.S.2273 S 89' 56' 53" E 1339.03' <br /> SOUTH LINE OF THE NORTH HALF (R3) N o -- W <br /> co ao p �• FD. 5/8 I.R. _z 4 <br /> OF THE N. W. QUARTER OF THE S. E. � �� o TAGGED L.S. 2273 (R3) o N <br /> QUARTER OF SEC. 17 <br /> o CO SEE DETAIL "A" Q LEGEND <br /> 1/4,1/4 COR. 662.52 m W p DETAIL "A " <br /> Z EXIST. GOUN7"Y <br /> S 890 54' 34" E 1339.41' --'"� p oNOT TO SCALE ROAD R/W EASEMENT o S.J.C.R. SAN JOAQUIN COUNTY RECORDS • FOUND 3/4' I.R. UNLESS OTHERWISE <br /> o \ 1/4,1/4 SEC. UNE � } o N\--1/4,1/4 COR. N1/4,1/4 COR. � a- 1340.13z I. R. IRON ROD NOTED <br /> `o Q FD FOUND (M) MEASURED <br /> io 1/4,1/4 SEC. UNE I m o <br /> 0o N AND i Ra 2/r✓ -� o COR. CORNER I.P. IRON PIPE <br /> zo <br /> ►� Z oO.R. OFFICIAL RECORDS <br /> cn t< (R1) P.M. 4-182 <br /> N N <br /> FD. BOLT & WASHER (R2) BOOK 16 OF SURVEYS, PG. 100 SFN SEARCHED FOUND NOTHING <br /> (R4) BOOK 15 OF SURVEYS, PG. 117 <br /> OF SECC <br /> 1/4 SECTION UNE N D00 ' 00" E 1.38' ►%i SEC. 17 SEC. 16 P.M. PARCEL MAP (R5) BOOK 20 OF SURVEYS, PG. 150 <br /> . UNE (R3) MAP OF SURVEY BY <br /> 1 FD. S.T CO. BOLT AND Wi1SNER FD. S.T. Co. BOLT <br /> AT 1/4 COR. (R5) 1/4,1/4 COR. AND WASHER AT <br /> CLIFFORD GATZERT L.S. 2273 (R6) BOOK 17 OF SURVEYS, PG. 40 <br /> 1 / <br /> UNFILED oc-zT. 196o PG. PAGE <br /> SEC. COR. (R6) � � <br /> N 89° 49' 50" W 1340.18'— -�' �`- --� SI TE o CALCULATED POINT <br /> SEC. UNE :7 N 890 49' 50" W 2678.82' IN 890 49' 50" W KETTLEMAN LANE SEC. SECTION <br /> HARNEY LANE I 1338.64' <br /> O SEC. 20 SEC. 21 � <br /> � o Q <br /> Or C) <br /> Z p = ac <br /> LU <br /> 20 OF SURVEYS 150 Q I Q Q <br /> o S NOTE: ALL RECORDS ARE OF SAN JOAQUIN COUNTY. BOOK <br /> 17 OF SURVEYS 40 PRECEDES PAGE. ALL DISTANCES ARE MEASURED OR <br /> HARNEY LANE CALCULATED FROM MEASURED UNLESS OTHERWISE NOTED. <br /> VICINITY MAP <br /> NOT TO SCALE <br /> REFER TO MINOR SUBDIVISION APPLICATION NO. MS-92-6 <br />