Laserfiche WebLink
"LSR" 75+57.00 to 76+37.00 (METTLER ROAD INTERSECTION) <br />TI <br />LO <br />M <br />O <br />d <br />M <br />N <br />t0 <br />R/W "LSR" LINE R/W <br />12' <br />DITCH/EARTH DITCH <br />niTr%u <br />HP EP <br />2' 8' <br />SH RIKF R011TF <br />—12'— <br />SR I ANF <br />�• s <br />ROADWAY <br />EMBANKMENT <br />DITCH (3:1 Max SLOPE) : "LSR" 32+50.00 to 60+66.38 <br />EARTH DITCH : "LSR" 60+66.38 to 72+32.00 * <br />EXCEPT FOR 3' SH BK <br />"LSR" 62+24.00 to 62+92.00 <br />DITCH EMBANKMENT <br />Var 63'-45' <br />�_H <br />—ROADWAY <br />EMBANKMENT <br />—12'— <br />qR I ANF <br />TYPE "F" <br />CURB & FOP <br />Std DWW CV <br />(E) Rdwy (' <br />i- Va r 8' —15' <br />Var 28.02'-41' <br />Var 17'-24' — <br />SB LANE <br />q <br />"LSR" LINE <br />ETW TC Var <br />2.5'-7' <br />2 <br />2% <br />TYPE "A" AC DIKE <br />SEE Std PLAN A87B <br />Var TC ETW <br />2.5'-7' <br />2 <br />PG <br />2% <br />"LSR" 28+38.88 to 32+50.00 <br />EP HP <br />33' 12' <br />ETW * * * EARTH DITCH <br />— 12' 12' 8' 2' <br />NB LANE NB LANE BIKE ROUTE SH <br />BK <br />2_. _.% 8% <br />' LXULPI FUR 6- Min SH 1:3K <br />"LSR" 62+10.00 to 62+75.00 <br />Var 27.31'-41' <br />ETW <br />- Var 17'-24' Var — <br />NB LANE 5.5'-8' <br />- t ------- <br />_ / 1�—J <br />ROADWAY EMBANKMENT <br />DITCH EMBANKMENT <br />OG <br />OG <br />X=2 <br />N : •• •. <br />0 <br />0 <br />COINER SA RAMENT R oshm ra DEPARTMENT OF PUBLIC WORKS <br />N O ROAD <br />D C 7483 : <br />°. <br />0 23329 Gatewoy Oaks Drive : " SAN JOAQUIN COUNTY CALIFORNIA <br />S40VUSNT0, C&IFORA&A 958JJ * Exp 06 30 15 <br />Tele 916-567-2500 •••� CIVIL •.' <br />N Fax 916-925-,3517 •�•'•••''•� <br />FOR NOTES AND LEGEND SEE DRAWING X-1.� <br />DRAWN <br />HEET TOTAL <br />A. Ma GR GOR 6/14 PROJECT ENGINEER DATE CHECKED DATE �• SCALE: NTS LOWER SACRAMENTO ROAD IMPROVEMENTS SNO. SHEETS <br />TORADO 6/14 R. YOSHIMURA 16114 C. K. HOLT 6/14 ON DMORIGINS IFCTE RA LING ADJUST <br />ATIED COUNTY OF SAN JOAQUIN TYPICAL SECTIONSEIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 5 87 <br />