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02H <br /> 58A <br /> I <br /> T. 5 N., R. -7 E. T. 5 N., R. 8 E. <br /> SEG. 36 SEG. 31 PA-05-'671 <br /> S. 81° 15' 55" E. (M) (R2) S. 6410 12' 90" E. (R4) LIBERTY ROAD 2400.55' (R5) 242&-2T (R4) 2400.55' (R2) 24,00.34' <br /> PARCEL MAP <br /> SEG. I � SEG. & <br /> TOWNSHIP LINE 4 SECTION LINE �;, A PORTION OF THE 50UTi�WEST QUARTER OF <br /> T. 4 N., R. -1 E. T. 4 N., R. 8 E. FD. 2�� BRAS., DISC z <br /> STAMPED "R.E. 1338" N <br /> FD. PIN 4 WASHER IN <br /> IN MON. BOX PER (R3) m 5ECTION 61 T. 4 N., R. 5 E., M. D. B. 4 M., <br /> 0 N. 1/4 SEG. 00R. N N <br /> N M°". Box PER (` ) - <br /> SAN JOAQUIN COUNTY CALIFORNIA <br /> SCALE <br /> : 1 "=200' 5HEET 2 OF 2 FEBRUARY 2006 <br /> tu <br /> N $ MONT E K. 5E I BEL LAND 5URVEYOR <br /> � o LOD I, GAL.I FORM I A <br /> Ja <br /> so 301 BASIS OF BEARI <br /> u..i <br /> o THE BASIS OF BEARINGS OF THIS SURVEY IS THE CENTERLINE OF <br /> 40' EASEMENT FOR N JACK TONE ROAD, WHICH BEARS N. 000 IT 20" E., PER P.M. 22-15-1. <br /> g PRIVATE ROAD AND 1/4 SECTION LINE 3 <br /> 30.00' HILLS <br /> UTILITY PURP05E5 PER ;&FD. RAILROAD SPIKECOYOTE DRIVE D.N. 2005-258151 IN <br /> AT W. 1/4 SEG. GOR. S F N O SET 3/4"x30" IRON PIPE WITH PLUG STAMPED 1.5. 4124" <br /> PER R.S. 34-111,WITH "+" -- <br /> 815.12' • FD. MONUMENT AS NOTED <br /> S. 88° 40' I1" E. N. 880 38' 25" W. (R2) 645.12' ' <br /> 833.11' � FD. 3/4" IRON PIPE WITH PLUG STAMPED "L.S. 4124" PER P.M. 22-15'1 <br /> ry � ,ij .47 (R2) 2523.43' <br /> I 2523 ' FD. 3/4 I. PIPE AT <br /> 'n in CENTER OF SEG. B.O.S. BASIS OF BEARINGS <br /> PARCEL I PER (R2), NO TAG � CENTERLINE <br /> 10.00 AG. &ROSS <br /> 1-1%cy U -0.36 AG. IN ROAD R/W PAROEL 2 u.i P w D.N. DOCUMENT NUMBER <br /> pC O 10.00 AG. = 3 1/4 SECTION LINE <br /> N 1.64 AC. NET by 10.00 AG. /�- (M) MEASURED <br /> w P.M. PARCEL MAP <br /> °qq JI& R.S. RECORD OF SURVEY <br /> 30.00' O <br /> 0 z <br /> z 845.12' z R/W RIGHT OF WAY <br /> 311.03' 534.0q' S.F.N. SEARCHED FOUND NOTHING <br /> S.F.N. <br /> S. 880 40' 11" E. (RI) RECORD DATA PER R.S. 16-14 <br /> 254 .31' <br /> (R2) RECORD DATA PER R.S. 20-43 <br /> Y SURVEYED (R3) RECORD DATA PER P.M. 2-26 <br /> J PARCEL I "DE516NATED REMAINDER" <br /> P.M. 22-15"1 P.M. 22-15'1 (R4) RECORD DATA PER R.S. I6-128 <br /> v D.N. 2002-153224 (R5) RECORD DATA PER P.M. 11-124 <br /> u; NO T'E : <br /> a <br /> I.) DRAINAGE FROM PARCELS 2 AND 3 SHALL BE RETAINED ON-SITE BY A RETENTION <br /> r' BA51N (18-INCH MAXIMUM DEPTH). DRAINAGE FOR EACH POND SHALL BE CALCULATED <br /> BY A REG ISTERED CIVIL ENGINEER, AN ARCHITECT, OR A LICENSED CONTRACTOR <br /> $ PRIOR TO THE RELEASE OF A BUILDING PERMIT. <br /> zN <br /> 2) ALL PERSONS PURCHASING LOTS WITHIN THE BOUNDARIES OF THIS APPROVED MAP <br /> -� SHOULD BE PREPARED TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS ASSOCIATED <br /> WITH AGRICULTURAL OPERATIONS OR ACTIVITIES, SUCH AS NOISE, ODORS, INSECTS, <br /> o <br /> � DUST OR FUMES. SAN JOAQUIN COUNTY HAS DETERMINED THAT SUCH INCONVENIENCES <br /> OR DISCOMFORTS SHALL NOT BE CONSIDERED TO BE A NUISANCE. <br /> u.i <br /> O <br /> N <br /> r- I FD. SPIKE AT <br /> G SEG. GOR. PER <br /> p P.M. 3-121 <br /> SEG. I z SEG. <br /> 6 COLLIER ROAD <br /> 4�_ — — <br /> SEG. 12 SEG. 7 <br /> T. 4 N., R. I E. T. 4 N., R. 8 E. <br /> M. D. B. 4 M. <br /> 051383PM2 <br /> I <br /> 59 A <br /> r <br />