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"LSR" 75+57.00 to 76+37.00 (METTLER ROAD INTERSECTION) <br />Lq4 <br />OG <br />X-6 <br />R/W <br />R/W <br />12' <br />EARTH D <br />55' <br />HP EP <br />ETW <br />2' 8' 12'— <br />SH BIKE ROUTE SB LANE <br />BK <br />8% <br />A <br />DITCH EMBANKMENT <br />55' <br />q <br />"LSR" LINE <br />- I - <br />(E) Rdwy CL <br />15' & Var <br />LIP LIP <br />33' 4' 4' - <br />ETW I TC TC ETW <br />;- 12' --) 2, <br />SB LANE 1 ' 24% 3' <br />2% <br />f <br />HP EP <br />12' 33' <br />DITCH/EARTH DITCH * * ETW <br />2' 8' 12' <br />DITCH SH BIKE ROUTE SB LANE <br />OG EMBANKMENT BK <br />A <br />TYPE F VERTICAL <br />CURB & APRON <br />ZA <br />12' <br />NB LANE <br />LEFT TURN <br />PG <br />"LSR" 72+32.00 to 75+57.00 <br />"LSR" LINE <br />(E) Rdwy CL <br />15' & Var <br />LIP * LIP <br />8' 8' <br />ETW TC * TC ETW <br />SB LANE 1' RAISED CONCRETE MEDIAN 1' <br />PG <br />2% 1 1 r 2% <br />0.0 ,�5• _--- --- — -- — _ <br />—12'— <br />NB LANE <br />12'- <br />1 LANE <br />41' <br />55' <br />EP HP <br />ETW <br />— 12' 8' �- <br />NB LANE BIKE ROUTE <br />0 <br />55' <br />2' <br />SH <br />BK <br />8% <br />12' <br />"H DITCH <br />0:0 <br />EP HP <br />33' 12' <br />ETW * * * EARTH DITCH <br />12' 8' 2' <br />NB LANE BIKE ROUTE SH <br />BK <br />7 — — 1 �••1 <br />0:0 <br />— ROADWAY <br />-- <br />DITCH (3:1 Max SLOPE) : "LSR" 32+50.00 <br />EMBANKMENT <br />to 60+66.38 <br />TYPE <br />CURB &APRON, <br />"F" VERTICAL <br />SEE <br />C <br />* EXCEPT <br />"LSR" <br />FOR 120' BAY TAPER ROADWAY <br />A <br />71+12.00 <br />to 72+32.00 EMBANKMENT <br />2 EARTH DITCH "LSR" 60+66.38 to 72+32.00 <br />Std DWG <br />CW-C8, Typ <br />EXCEPT FOR 3' <br />SH BK <br />***EXCEPT FOR 3' Min SH BK <br />"LSR" <br />62+24.00 <br />to 62+92.00 <br />"LSR" <br />3 2 + 5 0.0 0 <br />to 7 2 + 3 2.0 0 <br />"LSR" 62+ 10.00 to 62+75.00 <br />R/W <br />"LSR" LINE <br />Var 63'-55' <br />Var 62'-55' <br />CL <br />(E) Rdwy CL <br />"LSR-C" LINE <br />Var 5.58'-12.33' <br />Var <br />EP <br />6.75'-0' <br />EP <br />Var 34.22'-41' <br />Var 47.79'-41' <br />(E) FL <br />HP <br />ETW <br />ETW <br />TC <br />TC I ETW <br />ETW <br />Var <br />2' <br />Var <br />Var 17'-24' <br />2' <br />2.5 Var <br />-7 <br />Var 29 <br />2.5 -7 <br />Var 17'-24' <br />Var 2'HP 12' <br />OG 16'-9' <br />SH <br />15'-8' <br />SB LANE <br />NB LANE <br />15'-8' SH EARTH DITCH <br />DITCH <br />BK <br />BK <br />0 <br />8% <br />2%?�° <br />8% <br />7S <br />DITCH EMBANKMENT <br />FOR NOTES AND LEGEND SEE DRAWING X-1. <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />A. MacGREGOR 6/14 <br />R. TORADO 6/14 R. YOSHIMURA 6/14 <br />CHECKED <br />C. K. HOLT <br />1 \VPnV vvn 1 <br />EMBANKMENT <br />DATE <br />6/14 ON ORIGINAL DIMENSIONS IFCTH ALE S DO SDRAWIN NOT DSCALE JUST SAT LED <br />"LSR" 28+38.88 to 32+50.00 <br />LOWER SACRAMENTO ROAD <br />COUNTY OF SAN JOAQUIN I SCALE: NTS <br />UI I UH LMIJANKMLN I <br />23329 Gateway Oaks Drive <br />SACRAMFNTO, CALIFORNIA 958JJ <br />Tele: 916-567-2500 <br />Fax 916-925-3517 <br />TYPICAL SECTIONS <br />R/W <br />R/W <br />70 <br />w <br />2 <br />X-6 <br />ADDENDUM #2 - DESIGN REVISIONS X=2 <br />DATE: 7/24/ 14 <br />i <br />Yoshm ra DEPARTMENT OF PUBLIC WORKS <br />No. C 30/1 SAN JOA UIN COUNTY * , p. , * Q , CALIFORNIA <br />000 CIVIL <br />TOTAL <br />LOWER SACRAMENTO ROAD IMPROVEMENTS SNE. SHEETS <br />EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 5A 87 <br />