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SIDEROAD ` LT. OR RT. <br />POINT'A' <br />A <br />RI <br />R2 <br />A <br />LT. <br />34+20.1 t <br />89'55'30° <br />40' <br />50' <br />B <br />LT. <br />46+80.7 <br />84'47' , <br />40' <br />50' <br />C <br />RT. <br />60+ 19.0 <br />89'43' <br />40' <br />50' <br />D <br />RT. <br />80+46.1 <br />89043'30' <br />40' <br />50' <br />E <br />LT <br />88+21.8 <br />66'26' <br />40' <br />50' <br />F <br />LT. <br />146+67.4 <br />89' 15' <br />40' <br />50' <br />F <br />RT. <br />146+67.4 <br />90'08'30" <br />40' <br />50' <br />G <br />LT. <br />224+81.0 <br />90'30' 30' <br />40' <br />50' <br />G <br />RT. <br />224+81.0 <br />90'26' 30° <br />40' <br />50' <br />H <br />RT. <br />277+ 19.9 <br />90'35' <br />40' <br />50' <br />I <br />LT. <br />316'+64.1 <br />91'44' <br />40' <br />50' <br />MATERIALS <br />BITUMINOUS <br />GRAVEL <br />i <br />INTERSECTION DETAILS <br />SID'EROADS A,B,C,D,E,F,G,H, & I <br />r <br />1 <br />l , <br />i <br />Fl[ =T <br />[XEET <br />TOTpL <br />NIIM[[R <br />WE[T9 <br />S0256(4) <br />C OF TRAVELED WAY <br />FINISHED SHOULDER ' <br />BASE COURSE <br />SUBBASE COURSE <br />SALVAGED TOPSOIL EXCAVATION <br />i <br />i <br />EXCAVATION BELOW SUBGRADE - <br />LOCATION AND DEPTH AS DESIGNATED <br />BY THE ENGINEER. <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />A SVSc�Qt,e� E <br />SUBGRADE PROFILE <br />VAR - UNDERCUT <br />DISTANCE AS DETERMINED - - <br />- - BY THE ENGINEER <br />SON\- LVARIABLE VARIABLE <br />Spy <br />FINISHED SHOULDER LINEi <br />vaR. <br />CROSS SECTION SHOWING UNDERCUT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />MORTAR RUBBLE MASONRY <br />RETAINING WALL. DETAIL <br />CONSTRUCTION DETAILS <br />FOR <br />PINE BLUFF USH. 12 ROAD <br />COUNTY TRUNK HWY. "S" DANE COUNTY <br />PROJECT S0256(4) <br />