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\inploce <br /> MBGR tl) remain Const. "� Const. <br /> (Typical). Limits of Clearin and Grubbin9 9 Limits of Clearing and Grubbing <br /> 16'-20'±0.50' 12'-19' - Var. 4' 14'-34 0. �\ 3.50'-4' [,12' Pavement Reinforcing 0,10• 112' Pavement Reinforcing <br /> Fabric I <br /> - i Fabric <br /> `Var. _ Var. _ Var. i <br /> I � r-� Var. <br /> i� <br /> ------------ I y <br /> 9 Y 1-------------Existing Roadway <br /> Existin Roodwa <br /> DETAIL J--L 0.17' Asphalt Concrete A 3 <br /> DET IL <br /> Sta. 488+80 to Sta. 490+57 (Left and Right) Sta. 491+40 to Sta.500+82 (Left) <br /> Sta. 490+57 to Sta. 492+60 (Right) <br /> n <br /> i <br /> a <br /> Const. Const. <br /> Limits of Clearing and Grubbing I I Limits of Clearing and Grubbing <br /> m i � <br /> Var. 4' 19'-20' � 16' 4' <br /> 12' Pavement Reinforcing a <br /> o. 0.10 m 9 I Fbric �t Reinforcing <br /> Fabric 0.10' <br /> C _ Var. Var. _ Var. <br /> Var. <br /> 11 <br /> --------------- <br /> --- --------------------------- <br /> ^ Existing Roadway 0.25' <br /> CP Existing A.C. DikeDETAIL <br /> 0.17' Asphalt Concrete 0.10' <br /> to remain in place. Sta 492+60 to Sta 494+16 (Intersection Right) <br /> n� �4 iu Sta 494+16 to Sta 498+50 (Right) <br /> AIL <br /> I I <br /> Sta. 490+57 to Sta. 491+40 (Left) '--- --- � <br /> r^ L------------J <br /> PLANING DETAIL <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION CHEROKEE ROAD R ORFACWO Sfieet No. <br /> (State Highway Route 99 to La orio Road) 2 of 9 <br /> DRANK BY I DATE PROECT ENGINEER DATE CKED DATE SI1BY11ED DATE 4ED 137, <br />