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0 <br />_M <br />1 <br />m <br />rn <br />v <br />O <br />I <br />O <br />4 <br />cV <br />N <br />I <br />n <br />U <br />a <br />a <br />U <br />0 <br />v <br />v <br />a <br />a <br />a <br />0 <br />0 <br />i <br />i <br />C.i <br />30 <br />28 <br />26 <br />_c <br />24 <br />22 <br />20 <br />�_W <br />Jcr <br />18 <br />C C <br />� � <br />N <br />16 <br />O0 <br />50 <br />NOTE: <br />FOR TYPE "F" VERTICAL CUB &APRON, <br />TOP OF CURB Elev=PG+0.56', UNLESS <br />I <br />OTHERWISE NOTED. <br />� <br />O <br />I <br />I <br />O <br />I- <br />0 <br />O <br />i <br />I <br />II <br />I PG <br />04 <br />II <br />OG <br />UTILITY AREA Rt <br />+ <br />59, <br />w <br />UTILITY AREA Rt <br />+ <br />0.25%L <br />__-- — <br />CHECK DAM <br />Rt � � <br />CHECK DAM Rt <br />(E) FL Lt <br />DC05 <br />PFL Rt <br />! <br />PFL Rt I <br />i <br />PFL Rt <br />PFL Rt. <br />(kc)Lt <br />PFL Rt <br />(E) FL <br />Lt <br />I <br />_ . <br />N <br />N <br />N <br />;N <br />•- <br />s <br />N <br />N <br />N <br />N <br />I N <br />ON!Os0 <br />M' <br />N M <br />04MIS <br />loin <br />001 <br />f- <br />0 N <br />� <br />N <br />O O0 <br />M'� <br />N i <br />N <br />M <br />Oi <br />OII <br />O <br />�N pNV <br />NN <br />N'N <br />NON <br />N'N <br />N;N <br />N,N <br />h~IfN <br />N N <br />N N N <br />+00 <br />+50 <br />30 <br />26 <br />24 <br />22 <br />20 <br />cy) 8 J ft <br />N u- J <br />N <br />rN <br />N16 <br />51 +00 +50 52+00 +50 53+00 +50 54+00 +50 55+00 +50 c) 56+00 <br />PROFILE "LSR" LINE <br />Vert: 1 " = 2' <br />059-030-02 <br />UP <br />— — —QHE --- _ ®—=-9tiE_= — QHE QH <br />R/W.._._.._._..—-_ ®� �E�._..:........._.._ ®— _ _ONE—W_,. <br />_— _- <br />R/W_ <br />0 <br />o_ <br />L0 <br />Zo <br />--_______—____—__..______.__..___.__—___ —-------------------------------------------- I <br />A 0 <br />LOWER SACRAMENTO ROAD o <br />In <br />+00 , �I- oo'__ 28'___sss$" E_ _ 53-�a-__..__.. "LSR" LINE <br />----- -- — -- <br />-_—_—_.._....—._--__-----_--._..._. —_._.__—--- __--- <br />UP _ _._—___ ___--------__- —__- U <br />UP <br />JT A _- _ <br />- -- -- --- - JT TYP _ _ 75 <br />ON <br />f <br />_ 4 <br />_ _ <br />-,. ATT - _ _ ATT _ - -ATT T �- _ _ TT _..,. _-AT, --. _'j-.:- - _ - - - _ ._ <br />POE _ _ _ _ ATT- - _ ,�_ - m- T�---T` -, :a .. -- ... _ _ _......... - - - - _- <br />POE - - - - - _ _TT - " _ _ _ ._-„ -_ r r _- __ n -ATT -ATT - - --AT% <br />PGE - -- - A, - ATT- - - <br />__ m PGE - - _PGE ATT- _ -� A7 r . - __ - <br />--P ._ - _ ATT -- - -ATT __ - �. p - - - - - - - - - POE _ _ -PGE - _ _E _ - _ _ -AT -- -ATT- _ - <br />p GE -�--PGE- .. ____PGE- _ -PGE --., -POE <br />- - ., _ __ POE - - -PGE-- POE - <br />- <br />- - <br />-- --- P. - _.- u r <br />- - - - - - - - <br />\ / I <br />W R/W W — <br />5 UTILITYJI f <br />AREA (DJ`\ I 2 CHECK DAM, 7 UTILITY 8 <br />1 I I 1 E ?� Typ AREA FL EARTH DITCH, <br />6 DWY08 DC05 I I � (E) SIGN TO Typ <br />I <br />REMAIN <br />I N <br />I <br />0 "LSR" 51 +88.76, 50.50' Rt <br />FL, END EARTH DITCH <br />"LSR" 52+35.98, 50.50' Rt <br />FL, BEGIN EARTH DITCH <br />O3 REMOVE (E) CULVERT & FES <br />® REMOVE (E) CULVERT & FES <br />0 "LSR" 51 +36.73, 49.00' Rt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />© "LSR" 51 +63.22, 49.00' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />0 "LSR" 53+86.73, 49.00' Rt <br />END EARTH DITCH, <br />BEGIN UTILITY AREA <br />® "LSK" 54+ 13.22, 49.00' Rt <br />END UTILITY AREA, <br />BEGIN EARTH DITCH <br />059-050-01 <br />2329 Gateway Oaks Drive <br />SACRAMENTO, CALiFORN14 95833 <br />Teie: 916-567-2500 <br />Fax 916-925-3517 <br />rtmn • <br />Yoshim rao. 7 483 ' <br />:• EXP06/30/15 <br />* ••., CIVIL •.� <br />'C <br />L=8 <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />1 <br />A. MacGREGOR 6/14 <br />a IRADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 N ORIGI DIMENSIONS SCALE DRAWING <br />OES NOTADJUST <br />SCALED <br />COUNTY OF SAN JOAQUIN <br />SCALE: 1 "=20' <br />0 10 20 40 <br />iiiiiii <br />ROADWAY LAYOUT <br />LSR 50+00 to 56+00 <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SHEETNO.TOTAL <br />SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 17 87 <br />