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R/W <br />q <br />"LSR" LINE <br />R/W <br />a <br />OD <br />N <br />O <br />LO <br />0 <br />I <br />N <br />I <br />so <br />OG <br />OG <br />OG <br />R/W <br />55' <br />(E) Rdwy Ct <br />15' & Va r <br />55' <br />EARTH2DITCH HP EP ETW`33� SIP r *8 � 8 Tr LIP EP <br />I 33' ETW <br />HP 12 <br />EARTH DITCH <br />2' 8' <br />SH BIKE ROUTE <br />BK <br />HP EP <br />12' <br />DITCH <br />EMBANKMENTE <br />8' <br />BIKE ROUTE <br />—12'— <br />SB LANE <br />55' <br />—12'— <br />SB LANE <br />Al' <br />12% <br />— 12' <br />SB LAI <br />RAISED CONCRETE MEDIAN NB LANE <br />I I�PG <br />i <br />I 2% 2� <br />"LSR" 1 18+96.25 to 142+12.89 <br />"LSR" LINE <br />(E) Rdwy CL <br />15' & Va r <br />RAISED CONCRETE <br />MEDIAN <br />LIP LIP <br />4' 4' 33' <br />ETW TC TC ETW <br />— 12' 12' 2' I--- 12' <br />SB LANE SB LANE —*- 3' - 1 ' NB LANE <br />LEFT TURN 2�49,' <br />PG <br />7C <br />—12'— <br />NB LANE <br />55' <br />12' — <br />NB LANE <br />DTYPE "F" VERTICAL <br />CURB & APRON <br />"LSR" 1 16+ 16.25 to 1 18+96.25 <br />"LSR" 1 15+36.25 to 1 16+16.25 (ARMSTRONG ROAD INTERSECTION) <br />Owe <br />R/W <br />FOR NOTES AND LEGEND SEE DRAWING X-1. <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />McLcGREGOR 6/14 <br />ADO s/14 R. YOSHIMURA 6/14 <br />12' <br />EARTH D <br />HP EP <br />ETW <br />2' 8' --... <br />SH BIKE ROUTE <br />BK <br />5� r 1,54 <br />o+ <br />0:0 — — — — <br />B <br />DITCH <br />EMBANKMENT ROADWAY EMBANKMENT <br />CHECKED <br />C. K. HOLT <br />55' <br />33' <br />12'— <br />SB LANE <br />DATE <br />6/14 ON D MENSIONSL IFC-M ALE S DOES DRAWINNOT SCALE AT G ADJUST LED <br />q <br />"LSR" LINE <br />RAISED CONCRETE (E) Rdwy CL <br />MEDIAN 15' & Var <br />LIP LIP <br />4' 4' <br />ETW TC TC ETW <br />12' --j 2' 12' <br />SB LANE 1' 24% 1 3' NB LANE <br />LEFT TURN <br />P <br />2% G <br />-_ <br />TYPE "F" C <br />VERTICAL CURB <br />& APRON <br />"1-SR" 112+56.25 to 115+36.25 <br />LOWER SACRAMENTO ROAD <br />COUNTY OF SAN JOAQUIN I SCALE: NTS <br />—12'— <br />NB LANE <br />41, <br />2% <br />y <br />55' <br />—12'— <br />NB LANE <br />8' — <br />TBIKE ROUTE <br />a <br />y <br />EP HP <br />82' <br />BIKE ROUTE SH <br />BK <br />8°0 <br />- — <br />191 <br />r- IVY <br />8' <br />BIKE ROUTE <br />L—LBJ <br />DITCH EMBANKMENT <br />2329 Gateway Oaks Drive <br />S40R4MENTO, CAL/FORNG4 958JJ <br />re%: 916-567-2500 <br />Fax 916-925-3517 <br />TYPICAL SECTIONS <br />2 <br />OG <br />I <br />R/W <br />12' <br />H DITCH <br />0:0 <br />R/W <br />12' <br />'H DITCH <br />OG <br />X-6 <br />"-s X=4 <br />oshim ra DEPARTMENT OF PUBLIC WORKS <br />0 <br />A <br />C 7 483SAN JOA CALIFORNIA <br />; 'xp Exp06/30/15 /1; QUIN COUNTY, <br />* ••. CIVIL <br />GF <br />HEET <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNO SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 7 87 <br />