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BASIS OF BEARINGS: <br /> BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE CALIFORNIA <br /> COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE BETWEEN CITY OF <br /> STOCKTON MONUMENTS NO. 5S-8 AND NO. 5S-9 WHICH BEARS <br /> N17*26'23"W AS CALCULATED FROM COORDINATES SHOWN ON CITY OF <br /> STOCKTON TRAVERSE CONTROL MONUMENT SURVEY, FILED FOR RECORD IN <br /> BOOK 35 OF SURVEYS, AT PAGE 5, SAN JOAQUIN COUNTY RECORDS. ALL <br /> DISTANCES SHOWN ARE GROUND LEVEL DISTANCES AND MUST BE <br /> MULTIPLIED BY 0.99993916 TO OBTAIN GRID DISTANCES. <br /> MONUMENTS SET:Z <br /> REAR LOT CORNERS WILL BE MONUMENTED NTH 3/4" DIA. BY 30" <br /> 44j LONG IRON PIN TAGGED L.S. 7600. <br /> FRONT CORNER LOT CORNERS WILL BE MONUMENTED WITH A CHISELED <br /> CROSS ON A 5.5' OFFSET ON LOT LINE PROJECTION FOR LOT CORNERS <br /> to FACING A ROADWAY. <br /> FD. 3/4- ROD, C14 <br /> TAGGED R.C.E. i FD. 1/2" REBAR <br /> N17*26'56"W GOLDENGATEAVENUE 1189.08' C.O.S. CAP LEGEND: <br /> Nl 7*26'56"W t I• C.R. 98-13 ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS <br /> 1076.03' (1076,.07' REF. A), OTHERWISE NOTED. <br /> 60 00' 144.84' 148.99 148.99' 484.23 (484.22' REF. A) R. S. DENOTES RECORD OF SURVEY, BOOK - PAGE <br /> (144.85' REF. A) (149' REF. A) (149' REF. A) 10 (149' REF. A) <br /> W 04 M. & P. DENOTES BOOK OF MAPS AND PLATS, VOLUME - PAGE <br /> 10 c) r' P. M. DENOTES BOOK OF PARCEL MAPS, BOOK - PAGE <br /> C-4 W N N <br /> 7 c'.) <br /> co (6 0. R. DENOTES OFFICIAL RECORDS, VOLUME - PAGE <br /> 0 (6 101-Ir (0 w <br /> f� 0 to LO u") to INST. NO. DENOTES INSTRUMENT NUMBER <br /> in c%4 zol r fff N d"Arfilf 40 CIV DOC. NO. DENOTES DOCUMENT NUMBER <br /> DENOTES MEASURED DISTANCE <br /> p (M) <br /> t rc*4-- A N17*27'33"W 40p (R) DENOTES RADIAL BEARING <br /> rl cr) <br /> LO (C.R.) DENOTES CORNER RECORD FILED IN SAN JOAQUIN COUNTY <br /> b <br /> OD V) P -00 SEE SURVEYOR'S OFFICE. <br /> r- N o 40 <br /> Cp'4 c" C5 DETAIL c0 S.F.N. DENOTES SEARCHED, FOUND NOTHING <br /> Z z Z C) 10 P.U.E. DENOTES PUBLIC UTILITY EASEMENT <br /> 9p <br /> 0 .91 NOTES FOUND MONUMENT AS NOTED <br /> 143.26' Q�EF. A) 1 (RAF. AT 149' (RW. A)i� 14 (REF, A) 0 DE <br /> 60-00' --- 143.21 --148.�94 14B.94 383.15' (383.28- REF. A) 0 DENOTES MONUMENT FOUND AS NOTED IN MON. BOX. <br /> N17'27 47'W 073.18' E DENOTES FOUND CITY OF STOCKTON MON. AS NOTED, <br /> FD. 3/4" ROD • 714.15' (714.11' GRID) (973.54' R F.A) 2 1/2- BRASS DISK TAGGED R.C.E. 8189 IN MON. BOX <br /> NO N17*27'47"\W— 1066.14 <br /> 7Z7'REffND0N AVENUE PER R.S. 28-138) <br /> FD. 1/2" REBAR <br /> N <br /> N=2171566.06 N.T.S. DENOTES NOT TO SCALE <br /> 10 C.O.S. CAP DENOTES EXISTING WOOD FENCE <br /> Z/ <br /> E=6346473.94 N=2170884.86 <br /> N=2171573.57 I-')xi-71'�-, E=6346688.24 <br /> N=2171573.57 by <br /> E=6346497.78CIV C.R. 98-13 <br /> %\�2%% <br /> 40* <br /> N I 7*26'23"W <br /> SET WITNESS CORNER 1462.61' 1462.52' to <br /> S72'30'39"W, 1.00' CITY OF STOCKTON <br /> FROM PROPERTY LINE. TRAVERSE CONTROL <br /> (N.T.S.)S.) FD. CITY OF STOCKTON MONUMENT 5S-9 <br /> TRAVERSE CONTROL <br /> N17*27'33"W 148.9 MONUMENT 5-S8 N=2169512.63 <br /> 6" E=6346803.70 <br /> 48.98' 49.99' 9 EXISTING FENCE IS 1.85' N=2170907.92 <br /> -f - NORTH OF PROPERTY LINE E=6346365.38 <br /> PARCEL PARCEL (N.T.S.) <br /> (7)bo co2 01) <br /> :- �0 <br /> in d 0ui <br /> _ 00*6 0 0 0 tc <br /> '� .0 <br /> 6 <br /> 0 0 c: too <br /> 5002 5002 CN <br /> z z <br /> S.F. z S.y z <br /> — EXISTING FENCE IS 1.29' PARCE PL MAP <br /> NORTH OF PROPERTY LINE <br /> 48.98' 49.98' 49.98' 1 (N.T.S.) OF A PORTION OF LOT 117 BURKETT ACRES COMMUNITY <br /> N17*27'47"W 148.94'---- M.&P. 9-37, IN SEC. 45 C.M. WEBER GRANT, CITY OF STOCKTON, <br /> -'--`—N=2171573.57 COUNTY OF SAN JOAQUIN, CALIFORNIA <br /> E=6346497.78 <br /> FOR <br /> RENDON AVENUE ANGELIQUE M. GHIO <br /> DETAIL <br /> SCALE 1"= 50' WONG ENGINEERS INC. <br /> PLANNING ENGINEERING SURVIYING <br /> 4578 FEATHER RIVER DRIVE, SUITE A <br /> STOCKTON, CALIFORNIA (209)476-0011 <br /> SEPT. 2003 <br /> COS 03-12 TM 2203 SHUT 2 Of 2 <br /> 12/ <br /> 2003-281402 <br /> 0-9/2903 10;19A <br /> 2 of 2 cl ci A <br />