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32 <br />NOTE: <br />FOR TYPE <br />"F" VERTICAL CURB <br />& APRON, <br />30 <br />_ <br />TOP OF CURB Elev=PG+0.56', <br />OTHERWISE NOTED. <br />UNLESS <br />O <br />O N <br />o <br />+ <br />N N <br />00 <br />28 <br />UTILITY AREA <br />Rt <br />+ <br />_ __- <br />CHECK DAM Lt <br />v W <br />0.25% <br />26 <br />E <br />PFL Rt <br />DC09 <br />� <br />DC10 <br />24 <br />I <br />E <br />, <br />PFL Lt <br />22 <br />PFL Lt-- <br />—G <br />----G-__ <br />-- <br />—c----._ <br />_ <br />of <br />0_Q_ <br />CSC <br />leN <br />9� <br />" a <br />(D <br />20 U7o- <br />NNN <br />�04 <br />18 <br />80+00 <br />n <br />�o <br />r <br />N <br />MKj <br />N;N <br />;N <br />N <br />N <br />N N <br />N� ;N�O <br />N, <br />D: O(� <br />N N€ <br />04 <br />N' <br />- <br />MM <br />00 NIN <br />N'OO � <br />04 <br />+50 <br />81 +00 +50 <br />82+00 <br />+50 <br />PG <br />0 <br />CHECK DAM Lt <br />PFL Lt & Rt PFL Rt <br />PFL Rt <br />F <br />(E) GAS LINE, DEPTH SHOWN <br />NOT ACCURATE, LOCH TE <br />PRIOR TO DIGGING <br />N N <br />M00 <br />O OD <br />NON <br />83+00 <br />PROFILE "LSR" LINE <br />Vert: 1 " = 2' <br />32 <br />30 <br />O <br />O <br />000 <br />O 1w) <br />+ 6 <br />u') N <br />28 <br />AREA Rt II " <br />m a) <br />0 W <br />i <br />PFL Lt do Rt <br />- --- 24 <br />_7PFL Lt <br />--G-- -- G— —_ _--G----G------G G--�— <br />1 <br />_ <br />�N <br />N N <br />� N <br />-..... <br />N <br />N N <br />- <br />N <br />N <br />E <br />i <br />;N <br />d D_ <br />0 LO LO <br />0) C-4 <br />O!O <br />� In <br />n!� <br />t0€10 <br />�(O <br />rLO <br />M <br />N <br />C-0C-0 <br />CT 0 <br />NON <br />U-) C6 <br />N'N <br />� � <br />N N <br />� ' cQ <br />� � � <br />O <br />� <br />(D <br />to <br />00 <br />04'N <br />NON <br />N <br />N <br />+50 <br />84+00 <br />+50 <br />85+00 <br />+50 <br />86+00 <br />o 0- <br />059-020-38 m <br />4 <br />UP CHECK DAM, <br />R/W UP <br />R/W R/W TYP <br />—OHE - - �;E I _� R/W <br />____ ._ <br />— - OHS � _OHE <br />— <br />- `—G--- —G_-_�_G- -_.®G__ --- _-� _ __- _ _ a _-------- � <br />-G_G_G—G _G�- - - - - - - - - - - _G <br />0 R=270.00' '� LOWER SACRAMENTO A <br />0+ ___ _ _ _ --- - ROAD 0 <br />__ __. 0 <br />-- - _ __ + <br />Z----- <br />N—W" {�» -UNE <br />._ ..___------ --------.— _ <br />------•- 3923.10' <br />� Z <br />0. <br />U Y�Y YY.`v Y — <br />Q { U <br />i UP UP U <br />A, F- <br />,JT <br />f <br />- _ ---ATT . _ ATT _ _ -- — ___ -AT — _._ _ D X MB D— I / JT TYP 55.00' <br />_ A ATT - _ - _ —ATT — - - —ATT — — - _._ ®__. j ATT _._ n _ <br />_ _.--- - <br />- _ PG p —ATT— — __ WY' 7 V - AT - AT _ - — L --ATT - - _ATT ..... ATT — � _ <br />v - =- —-.pGE--- - _ 7 -----ATT —ATT — _ -- —ATT —ATT ATT - T- _ - <br />P - _ _.._ . -P. _._.. .. _...._ - 1.. _. Pr � --ATT .., n _ ATT � - � _ AT( - _. _ ATT � -� � . — — - - _A . _____ _-___ — —A —ATT <br />M — — _ _ - - - e �T �_ _ _ _ _ aE — _ - _ GE - A T " ' - ATT -.- — ___-. A .�.�. _____ ATT �- -- TT - _ <br />_ —PGE _- s - �_ _ - -A <br />- P GE. P a� —PGE - — ---PGE -.� TT -PGE - f�GE _ - PEE -- _ <br />_ - <br />p _ _ P Pr - GE -PGE - <br />o — R/W —— — — —. <br />�W R/W — . <br />R/W— <br />UTILITY 6 UTILITY 7 2 E 3 4 I 5 <br />LJJ <br />a AREA \ E it TL EARTH DITCH, 8 UTILITY 9 <br />I f YP AREA <br />OD <br />Lu I 059-040-43 <br />a » fr .00f »LR» , L=1 <br />3 <br />TC,REC80END o20'76AY TAPER O FLS BEGIN p0'50 Rt <br />0 O ® "LSR" 84+1 1.84, 49.00' Rt <br />ITCH END EARTH DITCH, <br />a „ » BEGIN UTILITY AREA <br />O "LSR" 81 +27.1 1, 50.50' Rt ® LSR 80+48.56, 49.00 Rt��;"... •• <br />FL, END EARTH DITCH END EARTH DITCH, ; • •. <br />"LSR" 84+56.44, 49.00' Rt <br />a n <br />BEGIN UTILITY AREA OM <br />END UTILITY AREA, oshim ra DEPARTMENT OF PUBLIC WORKS <br />O "LSR" 81 +55.25, 50.50' Rt BEGIN EARTH DITCH • <br />FL, BEGIN EARTH DITCH O No. C 7 483 <br />7 LSR 81+07.94, 49.00 Rt 2.329 Gotewoy oaks Drive ? 06/30/15 ; SAN JOAQUINEND UTILITY AREA, Exp. COUNTY,CALIFORNIA <br />"LSR" 82+02.49, 50.50' Rt S44CR4MENTO, OCYORYVIA 9MJ3 # <br />4 BEGIN EARTH DITCH <br />FL, END EARTH DITCH <br />U <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />L4A. acGREGOR 6/14 <br />ORADO 6/14 R. YOSHIMURA 6/14 <br />CHECKED <br />C. K. HOLT <br />DATE 1. <br />6/14 ON ORIGINAL SCALE DRAWING ADJUST SCALED COUNTY OF SAN J 0 A Q U I N <br />DIMENSIONS IF THIS DOES NOT SCALE AT 1 " <br />SCALE: 1 "=20' <br />0 10 20 40 <br />iiiiiiii <br />Te/e: 916-567-2500 <br />Fax 916-925-.3517 <br />ROADWAY LAYOUT <br />"LSR" 80+00 to 86+00 <br />•. CIVIL <br />LF (iM <br />HEET <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNO SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 22 87 <br />