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3"4 � ;� 3 <br /> REFERENCES: STATEMENT OF PURPOSE: RECORD OF-- SURVEY <br /> (R1) R.S. 33-20 THE PURPOSE OF THIS SURVEY IS TO MONUMENT A FUTURE LEASE AREA of <br /> FD. FOUND (R2) R.S. 36-53 AND IS NOT INTENDED TO REPRESENT LOT LINES OR BOUNDARY LINES. <br /> SCALE: N <br /> �" - 400' 1•R• IRON ROD A POR TION OE <br /> ---- MON. MONUMENT <br /> 1.P. IRON PIN <br /> SECTION 7 & 12, T. 1 N.) R. 6E) <br /> R/W RIGHT-OF-WAY Dw A,� <br /> SFN SEARCHED, FOUND NOTHING M.D.UQ. OG M. <br /> M&P MAPS AND PLATS CITY OE STOCKTON, <br /> R.S. RECORD OF SURVEY <br /> O.R. OFFICIAL RECORDS SAN JOAQUIN COUNTY, <br /> P.M. PARCEL MAP CALIFORNIA <br /> I.N. INSTRUMENT NUMBER <br /> S.J.C.R. SAN JOAQUIN COUNTY <br /> RECORDS SHEET 1 OF 1 SHEET <br /> (R) RADIAL <br /> NOVEMBER, 2008 <br /> (M) MEASURED <br /> D.N. DOCUMENT NUMBER <br /> "B.O.B." BASIS OF BEARINGS DI ON � 11�iURPHY <br /> N.T.S. NOT TO SCALE <br /> E/P EDGE PAVEMENT CONSULTING CIVIL ENGINEERS <br /> (TYP.) TYPICAL FD. CONTROL POINT NO. 1017 PER(R1) ENGINEERING • PLANNING • SURVEYING <br /> --f-- FOUND MONUMENT AS NOTED CALIFORNIA COORDINATE SYSTEM VALUE <br /> CALCULATED POINT, NOTHING ZONE 3: <br /> FOUND OR SET N:2170697.592 BASIS OF BEARINGS: <br /> E:6317541 .694 HORIZONTAL POSITIONS AND ELLIPSOID HEIGHTS ARE REFERENCED TO THE <br /> G�\01 NORTH AMERICAN DATUM OF 1983 (NAD 83), 1991.35 EPOCH ADJUSTMENT <br /> OF THE HIGH PRECISION GEODETIC NETWORK (HPGN) CONVERTED TO THE <br /> CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 3 (CCS83, ZONE 3) <br /> BASED ON THE 1994 COSCN AS SHOWN IN BOOK 33 OF SURVEYS AT <br /> `~ � � PAGE 20, SAN JOAQUIN COUNTY RECORDS (SEE SURVEY REPORT ON FILE <br /> _ _- _ AVE' �° o WITH THE CITY . ALL DISTANCE'S SHOWN ARE GROUND LEVEL DISTANCES <br /> ---- ------- <br /> AND MUST BE MULTIPLIED BY 0.99993539 TO OBTAIN GRID DISTANCES. <br /> L2 S 89'53'40" E 964.85' ��$ �°' LGA MONUMENTS SET: <br /> TOP OF LEVEE �,,__e ,,, •0 <br /> ROAD C S S 5 �o��0 3/4" X 30" IRON ROD WITH CAP, STAMPED L.S. 7269 <br /> SEE DETAIL *B" ,>�<'�. AND SHOWN THUS UNLESS OTHERWISE NOTED. <br /> 2 rte`. � S`'� <br /> ��. TOP OF LEVEE ROAD c� �'' F , <br /> SURVEYORS STATEMENT: <br /> `9Z5, �� ��� THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY <br /> DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL <br /> SET 3/4" I.R. W/ CAP IS 7269" LAND SURVEYORS' ACT AT THE: REQUEST OF THE PORT OF STOCKTON <br /> SLS ® CALIFORNIA COORDINATE SYSTEM VALUE �. ON NOVEMBER 25, 2008. <br /> w <br /> o SET WITNESS CORNER ZONE 3: �' <br /> N:2168492.9574 14 <br /> cn E:6311770.1777 DATED THIS DAY OF 1 Q l..A 2008. <br /> N 54'13'44" W 60.52 AC. <br /> 4.40' <br /> FD. 3/4" I.R. W/ CAP IS 7269" PER(R2) JOMURPHY L.S. 7269 <br /> N CALIFORNIA COORDINATE SYSTEM VALUE LIC NSE EXPIRATION DATE: 12-31 -08 <br /> AIL"A <br /> � ZONE 3: <br /> `` Doc 0: 2009-005$94 <br /> N.T.S. N:2167990.4712 Wed Jan 14 15:00:32 PST 2009 <br /> N S�• TOP OF LEVEE E:6311830.6288 Page: 1 of i Fee: $8.00 q <br /> ROAD San Joaquin County Recorders <br /> O Paid By: SHOWN ON DOCUMENT <br /> TOP OF LEVEE �G �9 °�'' cn I■, � � • <br /> ROAD mitis IIID�,Xl 'II ��Nil' COUNTY SURVEYORS STATEMENT: <br /> '11111 <br /> THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE <br /> 010% PROFESSIONAL LAND SURVEYORS ACT THIS DAY OF , <br /> ..--S85'45'41"E 351.53' <br /> 2008. y �7; <br /> SET WITNESS CORNER <br /> \ C7 1 �f <br /> 74./v\ (�7 . <br /> x <br /> x DETA <br /> fOk" THOMAS R. FLINN R.C.E. 23341 <br /> N.T.S. 5 COUNTY SURVEYORa, ,� <br /> SITE ��y� REGISTRATION EXPIRATION DATE-: 12-31 -09 <br /> SEE DETAIL "A" 'ro <br /> LINE TABLEF-YF-F-E AVE. <br /> LINE BEARING DISTANCE > i <br /> w � • <br /> • 1'� FILED THIS _I� _ DAY OF _0,C&n Ctr 2009, AT 3:00 .M. <br /> L1 S85 45 41 E 351 .53 L=�_ N 9 <br /> L2 S78'32'20"E 97.40' CU r__-.0 .F-. 0 IN BOOK OF SURVEYS, AT PA E AT THE REQUEST <br /> L3 N38'21'43"W 295.48' OF JOE MURPHY. <br /> • d0 <br /> L4 N58'32'12"W 97.53' CURVE TABLE f FEE: $ <br /> L5 N75'40'14"W 293.62' CURVE LENGTH RADIUS DELTA CHORD L <br /> L6 N 14'19'54"E 396.24' C 1 396.85' 450.00' 50'31'45" N36'27'46"W 384.12' 4 'K �. Qil'1 BY: <br /> L7 N37'30'36"W 167.66' C2 298.59' 365.00' 46'52'17" N 13'53'35"W 290.33' kcmitierg W. 03cAk-4CNCaRr: -� <br /> / DE II'RECORDER <br /> L8 N44'47'10"W 122.96' C3 293.85' 370.00' 45'30'11 " NO 1'33'52"W 286.18' VICINITY MAP 45's«TALA/T' �o�N Y jZdF(.oRuLF <br /> L9 N06'51'36"W 1506.11'(GRID) C4 1526.82)[3300.00'1 09'08'48" N57'35'40"W 526.26' <br /> D.D. SHEET NO. 30 NOT TO SCALE So\2008\0895\Record of Survey,dwg <br />