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GRANT LINE ROAD DESCRIPTION OF G.P.S. (GLOBAL PARCEL MAP <br /> NB9037'08"W 4224.67' (M) 4224.64' (3)(16 P.M. 120) -[T] POSITIONING SYSTEM) MONUMENTS: (FOR COMMERCIAL PURPOSES) <br /> G.P.S.--2: NORTHING 457,961.43 FASTING 1,722,291.77 A STANDARD SURVEY <br /> MONUMENT SET IN THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 205 A PORTION OF SECTION 19, TOWNSHIP 2 SOUTH,RANGE 5 <br /> G.P.S.-2 (NORTH TRACY BY-PASS) OFFRAMP AT GRANT LINE ROAD. THE EAST, MOUNT DIABLO BASE AND MERIDIAN, ALSO BEING <br /> MONUMENT IS 11.00 FEET NORTHERLY OF THE CHAIN LINK FENCE ON A RESUBDIVISION OF LOT LINE ADJUSTMENT No. 6-00-MS <br /> 00THE SOUTHERLY RIGHT-OF-WAY AND ON THE NORTHERLY EXTENSION <br /> . OF THE PROPERTY LINE COMMON TO THE ORCHARD RESTAURANT AND <br /> 0CITY OF TRACY SAN JOAQUIN COUNTY CALIFORNIA <br /> THE TRACY MARINA. NEAR THE LARGE ORCHARD RESTAURANT SIGN. <br /> TIE TO TRACY GLOBAL 0� 4- G.P.S.-4: NORTHING 452,256.46 EASTING 1,724,789,62 A STANDARD SURVEY JUNE 2001 <br /> '05 (��. MONUMENT SET IN THE WESI RIGHT-OF--WAY OF CORRAL HOLLOW <br /> IDOSITWNING SYSTEM ROAD AND 400 FEET, MORE OR LESS, SOUTHERLY OF THE CENTERLINE <br /> S 10.7 FEET EAST OF THE CHAIN s <br /> OF 11TH STREET. THE MONUMENT I <br /> NOT TO SCALE SOUTH OF <br /> LINK FENCE AROUND THE CALTRANS YARD AND 93 FEET <br /> THE DRIVEWAY INTO THE CALTRANS YARD. <br /> ALIQUOT <br /> PLANNERS <br /> BASIS QF BLARl_N_Q_5_-' BETWEEN CITY OF TRACY CIVIL ENGINEERS <br /> THE LINE BEARING NORTH 23*38'4-4" WEST B ID CONTROL SURVEYORS <br /> MONUMENTS "CPS-2" AND "GPS-4" OF THE CITY OF TRACY GR <br /> AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 30 OF SURVEYS, AT 1390 SOUTH MAIN STREET <br /> PACE 18, SAN JOAQUIN COUNTY RECORDS, WAS USED AS THE BASIS OF SUITE 310 <br /> BEARINGS SHOWN HEREON. COORDINATES SHOWN ARE BASED ON THE CITY WALNUT CREEK, CA. 94596 <br /> OF TRACY MODIFIED GRID SYSTEM. ALL DISTANCES SHOWN ARE GROUND (925) 476-2300 <br /> DISTANCES. G.P.S. 4FAX (925) 476-2350 <br /> > <br /> 0 0 <br /> 0 <br /> V) H c� <br /> F- n N00016'37"E 90.00' (CM)(4)(5) <br /> 40-08'NOO"24'54"E 90-00' -30.00' <br /> SAN JOAQUIN COUNTY N89037'08"W 4242.67' (M) 4224.64' (3)(18 P.M. 120) [T] <br /> 1312.97' (CM) (4)(5) <br /> 2871,59' N89037'08"W 29.46' (M)(6) 3,63' <br /> - GRANT LIN E ROAD N89037'08"W 1784.11' <br /> N89037'08"W <br /> N89037'08"W 613.00' N89037'08"W (M)(3) RAILROAD SPIKE PER <br /> 3 74 IMII� <br /> PARCEL 20 PARCEL 23 PARCEL 22 PARCEL P4 (3)(4)(7) (DESTROYED <br /> 361.50' ��85.00' <br /> 110 PARCEL 19 \�7R 0 R DURING CONSTRUCTION) <br /> W C\l PARCEL 15 ONSTRUNEIRT No. 01007"7 R <br /> PARCEL PARCEL 14 N®. 01925 m. INSTRUMEKT /),=3*35'42" <br /> No. L=30.43' C's <br /> 40-0�' <br /> N <br /> C�00�� <br /> tN890'. <br /> CH. BEARING <br /> 0 <br /> co PARCEL I FURTAP0 PARCEL 21 N 4*4118" E <br /> X11 (SVP 120 CH. DIST. <br /> 04 <br /> PAR�j'�'FL 16 <br /> 0 IINSTRUMEN7 30.43' (6) <br /> 0 co <br /> Q 0 <br /> N00016'37"E <br /> Ire =TRUMEW A 266.26' (M)(3)(7) <br /> x 6 Pll H0. 00063626 1*1c 268.17' (5) <br /> w r4 <br /> 0 x V) PARCEL 5 <br /> E- PARCEL 6 PARCEL A' <br /> PARCEL <br /> 19 pm eme <br /> E-N-D-- <br /> EX. RESTRICTED ACCESS <br /> PARCEL 11 CITY LIMIT <br /> PARCEL LINES <br /> BOUNDARY LINE <br /> 20 pm 95 EASEMENT LINE <br /> EX. EXISTING <br /> RELLREKES- OR OFFICIAL RECORD <br /> (1) 17 PM 155 [R] RADIAL BEARING <br /> 0 u (2) 30 RS 18 AC ACRE <br /> [T] TOTAL <br /> E- (3) 19 PM 2(4) 33 M&P 20 PM PARCEL MAP <br /> z PARCEL 7 SDE STORM DRAIN EASEMENT <br /> (5) 33 M&P 88 SSE SANITARY SEWER EASEMENT <br /> o (6) 20 PM 95 (1) REFERENCES <br /> PARCEL 10 (7) 20 PM 102 0 FOUND 3/4' IRON PIPE TAGGED <br /> LS 4210 PER 19 IRON2PIPE <br /> T <br /> OED <br /> 0 SET3/4' X 30' AGGED <br /> LS 4210 <br /> GRAPHIC SCALE MPIP MAPS & PLATS <br /> 200 0 100 2DO 400 E300 S.J.C,R, SAN JOAQUIN COUNTY RECORDS <br /> CH CHORD DATA <br /> (CM) CALCULATED FROM MEASURED <br /> G.P.S. GLOBAL POSITIONING SYSTEM <br /> IN FEET (M) MEASURED DATA <br /> I inch = 200 ft. A FOUND G.P.S. MONUMENTS AS NOTED <br /> RS RECORD OF SURVEY <br /> PARC 8 <br /> 91040/91040.9/FINALMAP/SHT01-2.DWG SHEET 2 OF 3 <br />