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TYPICAL FINISHED SECTION <br />SUPERELEVATED <br />P.'I, STATION <br />DEGREE <br />F CQRVE <br />S. E. <br />LT. SH'D. <br />SLOPE <br />IT SH*D <br />R SLOPE <br />A <br />8 <br />C <br />D <br />E <br />F <br />G <br />H <br />J <br />K <br />L <br />M <br />N <br />P <br />0 <br />R <br />43+ 89.1 <br />1°00' <br />.018 <br />.040 <br />.018 <br />23.0 <br />11.0 <br />5.0 <br />0.9 <br />2.9 <br />3.2 <br />3.2 <br />1.4 <br />22.1 <br />11.0 <br />5.0 <br />0.8 <br />2.5 <br />2.8 <br />2.8 <br />1.2 <br />57+ 82.9 <br />6'00' <br />.076 <br />.076 <br />.076 <br />25.4 <br />11.0 <br />5.0 <br />1.2 <br />3.9 <br />4.3 <br />4.3 <br />1.9 <br />21.0 <br />11.0 <br />5.0 <br />0.6 <br />2.1 <br />2.3 <br />2.3 <br />1.0 <br />67+ 11.4 <br />6'00' <br />.076 <br />.076 <br />.076 <br />21.0 <br />11.0 <br />5.0 <br />0.6 <br />2.1 <br />2.3 <br />2.3 <br />1.0 <br />25.4 <br />11.0 <br />5.0 <br />1.2 <br />3.9 <br />4.3 <br />4.3 <br />1.9 <br />I�° <br />30 <br />SECTION A -A <br />I <br />1l6" <br />T <br />MATCH EXISTING DRIVEWAY <br />A <br />PRIVATE ENTRANCES - 12' MIN. <br />� 24' MAX. <br />COMMERCIAL ENTRANCES - 35' MAX. <br />A <br />DRIVEWAY DETAIL <br />. `� <br />5 OF TRAVELED WAY <br />FINISHED SHOULDER <br />++SALVAGED TOPSOIL EXCAVATION <br />UE%CIAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS DESIGNATED <br />BY THE ENGINEER. <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />qs sc�pt`8�,6 J <br />,--,,OS',-,SUBGRADE PROFILE <br />VAR' UNDERCUT <br />DISTAN6 <br />ES AS DETERMINED <br />BY T E ENGINEER <br />SOILVARIABLE VARIABLE <br />sl <br />SV <br />f FINISHED SHOULDER LINE <br />/ VAR. <br />CT10N A -A <br />CROSS SECTI N SHOWING UNDERCUT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />,-o,TneL <br />I <br />Huw��w <br />w�ms <br />2.1 <br />39 <br />S 10010) <br />