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"LSR" 150+76.64 to 150+95.00 <br />L" <br />R/W <br />EP <br />(E) FL HP <br />Va r 2'— 14' 2' <br />SH <br />DITCH BK <br />EMBANKMENT <br />8q <br />OG <br />OG� <br />OG—y <br />M <br />N <br />I <br />m <br />R/W <br />R/W <br />(E) DIl <br />2 EARTH DITCH "LSR" 142+12.89 to 145+49.05 <br />X-6 <br />m <br />(E) FL HP <br />Var 2 <br />7'-2' SI <br />BI <br />`1 Mox 18 <br />i <br />59'-66' <br />ETW <br />8' <br />BIKE ROUTE <br />SAWC UT <br />Va i <br />(E)EP 3' <br />1 <br />i <br />ISI <br />8' <br />BIKE ROUTE <br />SAWCUT <br />Var <br />(E)EP 4'-3' <br />1' <br />DITCH EMBANKMENT <br />HP EP <br />12' <br />EARTH DITCH <br />FOR NOTES AND LEGEND SEE DRAWING X-1. <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />MacGREGOR 6/14 <br />WW <br />RADO 6/14 R. YOSHIMURA 6/14 <br />CHECKED <br />C. K. HOLT <br />ETW <br />—12'— <br />SB LANE <br />Var% <br />CE <br />"LSR" LINE <br />-o- <br />(E) Rdwy CL <br />Var 15'-0' <br />34' <br />ETW TC TC ETW <br />— 12' 2' 8' 8' 2' <br />SB LANE RAISED CONCRETE MEDIAN <br />C <br />Var% <br />12' <br />I LAI <br />65' — 68' <br />Var 44-46' <br />ETW <br />12' <br />I LAI <br />R/W <br />-----_------ — _- —.—-----p--- I Var% I I f .,--- <br />57'-59' <br />34' <br />— 12' 12' <br />SB LANE S B LAI <br />TYPE A3-8 CURB <br />LS <br />"LSR" 146+80.00 to 150+76.64 <br />"LSR" LINE <br />(E) Rdwy CL <br />15' <br />ETW TC TC ETW <br />2' 88' 2' <br />RAISED CONCRETE MEDIAN <br />1' 1' <br />Var% 2% <br />12' — <br />I LANE <br />BEGIN "LSR" 146+80.00 TYPE A3-8 CURB <br />SEE Std PLAN RSP A87A <br />D] 2 & Var AND COLD PLANE AC PAVEMENT <br />"LSR" 146+30.00 to 146+80.00 <br />"LSR" 146+30.00 to 146+80.00 <br />55' <br />33' <br />DATE <br />6/14 ON DIMENSIONSAL IFIFCALE THIS DOES I"NOTDJUST SCALE ATIle <br />LIP <br />ETWI TC <br />q <br />"LSR" LINE <br />8► 8� — <br />(E) Rdwy CL' <br />15' <br />LIP <br />- I - <br />TC ETW <br />64' — 65' <br />Var <br />ET) <br />""LSR"" 145+70.00 to 146+30.00 <br />"LSR" 142+12.89 to 146+30.00 <br />LOWER SACRAMENTO ROAD <br />COUNTY OF SAN JOAQUIN I SCALE: NTS <br />Var% <br />Var 55'-64' <br />33' <br />10 <br />. .kt 1-1--? <br />I AL <br />2329 Gateway Oaks Drive <br />SACRAMENTO, CAL/FORN/A 95833 <br />Teie: 916-567-2500 <br />Fax 916-925-3517 <br />R/W <br />Fs� BEGIN "LSR" 146+50.00 <br />ID] <br />�& COLD PLANE AC PAVEMENT <br />LSR 146+30.00 to 146+50.00 <br />TYPICAL SECTIONS <br />R/W <br />HP _ _ _ <br />Var <br />0'-9, OG <br />X=5 <br />`Absm �o DEPARTMENT OF PUBLIC WORKS <br />"°. c' 483 ` SAN JOAQUIN COUNTY, CALIFORNIA <br />• os/3o/,s. <br />es <br />*t Exp•CIVII <br />isb- <br />T 25670; <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNo�` HE TOTAL <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 8 87 <br />