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I <br />I <br />I <br />Ln I <br />F— TO RIO II VISTA <br />W 1 <br />------------ <br />W <br />cn —,-- <br />W <br />W <br />I\ <br />1 <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />27 <br />�N43021'44"E <br />7.28'(M)(R18) <br />DOC. 2016-091983 <br />S.J.C.R. <br />DETAIL <br />SCALE: 111=5' <br />R.S. 36-122 <br />129+39.08 <br />60,00' i_T <br />NO°02'43"E <br />5.00'(M)(R18) L OD J <br />FD AXLE PER (R7) <br />POR TION OF <br />LOT 45 <br />L=1253-66' (M) <br />R=41055-02. 3_ 35 0..�"`" <br />p= 8. <br />3°39'17° L=2566'(R1) <br />EXISTING RPN R=q,055.00' <br />FD CHISELED CROSS <br />3' SOUTH OF RW <br />PER R.S. 36-122 <br />R-4,0 00 00' A= <br />FD BRASS DISC IN MONUMENT WELL <br />126+83.64 P.R.C. CONST. CL <br />PER STATE HIGHWAY MAP (R1) <br />N 2,229,743.92 <br />(M) <br />R=3,945.00 J5'08f1 L=281.30' (�� <br />FD CHISELED CROSS <br />3' SOUTH OF RW <br />PER R.S. 36-122 <br />L=285.23' (M)(R1) <br />KETTLEMAN LANE <br />I <br />Jill <br />I <br />- 40'� 40' <br />W <br />ZI< <br />a <br />U <br />w <br />w Q M <br />n <br />v <br />�� �� I o <br />O N <br />° z <br />� <br />o U S890 57'1 7"E <br />40.00' <br />S89°57'17"E <br />;40.00N0002'43"E <br />SEE DETAIL 10.76' <br />mm <br />A PORTION OF SECTIONS 12 AND 13, <br />T.3N., R.6E., M.D.M. <br />CITY OF LODI <br />Tr -1 r r SAN JOAQUIN COUNTY, CALIFOJL NIA <br />"HWY 12" 129+68.97 <br />12 129 <br />E 6,341,286.22 <br />EXISTING R/W <br />PARCEL A <br />REFERENCES (THIS SHEET) <br />(R1) STATE HIGHWAY MONUMENT <br />II <br />i <br />129+33.86 <br />R.S. <br />I <br />55.00' LT <br />I <br />36-122, S.J.C.R. <br />R=4,055.00' <br />P.M. <br />14-137, S.J.C.R. <br />A=0°04'1411 <br />DOC. <br />2016-091983, S.J.C.R. <br />L=5.00' <br />DOC. <br />86033067, S.J.C.R. <br />ALL DISTANCES ARE MEASURED <br />UNLESS <br />OTHERWISE NOTED. <br />R. S. <br />I � <br />I <br />DETAIL <br />SCALE: 111=5' <br />R.S. 36-122 <br />129+39.08 <br />60,00' i_T <br />NO°02'43"E <br />5.00'(M)(R18) L OD J <br />FD AXLE PER (R7) <br />POR TION OF <br />LOT 45 <br />L=1253-66' (M) <br />R=41055-02. 3_ 35 0..�"`" <br />p= 8. <br />3°39'17° L=2566'(R1) <br />EXISTING RPN R=q,055.00' <br />FD CHISELED CROSS <br />3' SOUTH OF RW <br />PER R.S. 36-122 <br />R-4,0 00 00' A= <br />FD BRASS DISC IN MONUMENT WELL <br />126+83.64 P.R.C. CONST. CL <br />PER STATE HIGHWAY MAP (R1) <br />N 2,229,743.92 <br />(M) <br />R=3,945.00 J5'08f1 L=281.30' (�� <br />FD CHISELED CROSS <br />3' SOUTH OF RW <br />PER R.S. 36-122 <br />L=285.23' (M)(R1) <br />KETTLEMAN LANE <br />I <br />Jill <br />I <br />- 40'� 40' <br />W <br />ZI< <br />a <br />U <br />w <br />w Q M <br />n <br />v <br />�� �� I o <br />O N <br />° z <br />� <br />o U S890 57'1 7"E <br />40.00' <br />S89°57'17"E <br />;40.00N0002'43"E <br />SEE DETAIL 10.76' <br />mm <br />A PORTION OF SECTIONS 12 AND 13, <br />T.3N., R.6E., M.D.M. <br />CITY OF LODI <br />Tr -1 r r SAN JOAQUIN COUNTY, CALIFOJL NIA <br />"HWY 12" 129+68.97 <br />12 129 <br />E 6,341,286.22 <br />EXISTING R/W <br />PARCEL A <br />REFERENCES (THIS SHEET) <br />(R1) STATE HIGHWAY MONUMENT <br />THIS CALCULATED BEARING FOR THE <br />CENTERLINE OF CENTRAL AVENUE <br />NORTH OF KETTLEMAN LANE IS BASED <br />ON A 000243" ROTATION OF (R7). <br />130+19.07 <br />66.58' LT <br />S460 23'33"E <br />--- (N46023'35"W)(R23) <br />-s//..\/nn-v\ <br />I I..11 \IYI/ <br />130+30.07 <br />55.00' LT <br />;SECTION <br />12 N87°08'43"E(M) <br />130 SECTION 13 <br />N 2,22.9,768.27 <br />55' <br />E 6,341,570.34 <br />PARCEL D <br />I <br />I <br />I <br />I <br />I <br />poJ\Jlo J°l-J31 <br />I <br />Iz <br />I <br />I� <br />I� <br />I� <br />IIZE <br />� <br />i� <br />Iv <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />r A lj 1 1111 — <br />I "HWY 12" 134+99,94 POL <br />55' N 2,2.29,794.71 <br />E 6,.342,100.75 <br />(N87008'41"E)(R1) 531.07'(M) (R1) X35 <br />131 TO HWY 99 132 FD BRASS DISC 13 <br />_ IN MONUMENT WELL <br />134+99,93 0.07' RT PER <br />STATE HIGHWAY MAP (R1) <br />55' <br />N87008'43"E(M) 332.63'(M) <br />(N87006'E)(R12) (332.46')(R12) <br />PARCEL B <br />EXISTING R/W <br />LEGEND <br />MAP <br />SJ -12 - PM 16.4/18.1 <br />(R 7) <br />R.S. <br />5-9, S.J.C.R. <br />(R 1 1) <br />R.S. <br />36-122, S.J.C.R. <br />(R12) <br />P.M. <br />14-137, S.J.C.R. <br />(R18) <br />DOC. <br />2016-091983, S.J.C.R. <br />(R23) <br />DOC. <br />86033067, S.J.C.R. <br />ALL DISTANCES ARE MEASURED <br />UNLESS <br />OTHERWISE NOTED. <br />THIS CALCULATED BEARING FOR THE <br />CENTERLINE OF CENTRAL AVENUE <br />NORTH OF KETTLEMAN LANE IS BASED <br />ON A 000243" ROTATION OF (R7). <br />130+19.07 <br />66.58' LT <br />S460 23'33"E <br />--- (N46023'35"W)(R23) <br />-s//..\/nn-v\ <br />I I..11 \IYI/ <br />130+30.07 <br />55.00' LT <br />;SECTION <br />12 N87°08'43"E(M) <br />130 SECTION 13 <br />N 2,22.9,768.27 <br />55' <br />E 6,341,570.34 <br />PARCEL D <br />I <br />I <br />I <br />I <br />I <br />poJ\Jlo J°l-J31 <br />I <br />Iz <br />I <br />I� <br />I� <br />I� <br />IIZE <br />� <br />i� <br />Iv <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />r A lj 1 1111 — <br />I "HWY 12" 134+99,94 POL <br />55' N 2,2.29,794.71 <br />E 6,.342,100.75 <br />(N87008'41"E)(R1) 531.07'(M) (R1) X35 <br />131 TO HWY 99 132 FD BRASS DISC 13 <br />_ IN MONUMENT WELL <br />134+99,93 0.07' RT PER <br />STATE HIGHWAY MAP (R1) <br />55' <br />N87008'43"E(M) 332.63'(M) <br />(N87006'E)(R12) (332.46')(R12) <br />PARCEL B <br />EXISTING R/W <br />LEGEND <br />• <br />FOUND MONUMENT AS NOTED <br />0 <br />CALCULATED POINT <br />(R#) <br />RECORD DATA — <br />— SECTION LINE <br />(R) <br />RADIAL BEARING <br />HIGHWAY RIGHT OF WAY <br />S. J. C. R. <br />SAN JOAQUIN COUNTY RECORDS <br />NEW RIGHT OF WAY <br />DOC. <br />DOCUMENT NUMBER, S.J.C.R. <br />SUPERCEDED RIGHT OF WAY <br />R. S. <br />RECORD OF SURVEY, S. J. C. R. <br />APPROXIMATE LOT LINE <br />M & P <br />MAPS AND PLATS, S.J.C.R. - <br />EASEMENT LINE <br />P.M. <br />PARCEL MAP, S.J.C.R. -- --- <br />---- CENTERLINE <br />FND 5/8" REBAR NO TAG. <br />ACCEPTED AS 3/4" IRON <br />PIN PER P.M. 9-34 <br />PARCEL C <br />133+01.50 <br />55.00' RT <br />3 <br />a <br />