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TYPICAL FINISHED SECTION <br />SUPERELEVATED <br />P. 1. STATION <br />DEGREE <br />CURVE <br />S.E <br />LT S "D.F <br />SLOPE <br />SLOPE <br />A <br />B <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 />Q <br />R <br />SECTION 1 <br />_ <br />15 + 85.4 <br />2'30' <br />0.060 <br />0.060 <br />0.060 <br />20.26 <br />11.0 <br />4.0 <br />0.7 <br />2.2 <br />2.4 <br />2.4 <br />1.1 <br />23.58 <br />11.0 <br />4.0 <br />1.1 <br />3.5 <br />3.9 <br />3.9 <br />1.7 <br />31 + 83.3 <br />5100' <br />0.0755 <br />0.0755 <br />0.0755 <br />20.01 <br />11.0 <br />4.0 <br />0.6 <br />2.1 <br />2.3 <br />2.3 <br />1.0 <br />24.34 <br />11.0 <br />4.0 <br />1.2 <br />3.8 <br />4.3 <br />4.3 <br />1.9 <br />41 + 13.7 <br />5"00 <br />0.0755 <br />0.0755 <br />0.0755 <br />- <br />11.0 <br />4.0 <br />3.8 <br />- <br />- <br />1.9 <br />- <br />11.0 <br />4.0 <br />0.6 <br />2.1 <br />- <br />I.0 <br />66 + 21.3 <br />3'0 0' <br />0.067 <br />0.067 <br />0.067 <br />- <br />11.0 <br />4.0 <br />_1.2 <br />1.1 <br />3.7 <br />- <br />- <br />1.8 <br />- <br />11.0 <br />4.0 <br />0.7 <br />2.1 <br />- <br />1.0 <br />-54 <br />SECTION 2 <br />35 + 44 5 <br />2' 30' <br />0.046 <br />0.046 <br />0.046 <br />20.51 <br />1 1 .0 <br />4 0 <br />1 . 0 <br />3.3 <br />3.7 <br />3.7 <br />1 . 6 <br />1 22.99 <br />4.0 <br />0.7 <br />2.3 <br />2.5 <br />2.5 <br />1.1 <br />-11.0 <br />TYPICAL SECTION FOR CHANNEL CHANGE <br />CENTERLINE <br />VARIA BLE <br />Io•1 1.0' � .1 <br />POINT REFERRED TO ON PROF <br />CHANNEL CHANGES REQUIRED <br />STA. 0"C"+40 - 2"C"+57 <br />STA. 0"D" + 52 - 1 "D"+ 44 <br />STA. 32+00 - 39+00 RT <br />NOTE: NO SALVAGED TOPSOIL IS REQUIRED ON CHANNEL CHANGE <br />AREAS. CHANNEL CHANGE EXCAVATION WILL BE DISPOSED <br />OF ON ADJOINING ABANDONED CHANNELS WHERE PRACTICAL <br />SURPLUS SHALL BE PLACED IN FILL AREAS, AS DIRECTED <br />BY THE ENGINEER. <br />i OF TRAVELED WAY <br />FINISHED SMOULDER <br />PAVEMENT <br />BASE COURSE <br />_SELECTED EXCAVATION <br />SALVAGED TOPSOIL EXCAVATION <br />UE.CAVATION BELOW SUBGRADE <br />LOCATION AND DEPTH AS DESIGNATED <br />G BY THE ENGINEER. <br />DETAIL FOR EXCAVATION <br />BELOW SUBGRADE <br />A 5 JSC�p,��0�"E <br />Fp05� �SUBGRADE PROFILE <br />VAR. UNDERCUT <br />DISTANCE AS DETERMINED <br />BYT E ENGINEER <br />SOV VARIABLE VARIABLE <br />A <br />SVSCEp'(\eV / <br />pQOgt <br />FINISHED SHOULDER LINE <br />/ VAR <br />SECTION A -A <br />CROSS SECTION SHOWING UNDERCUT <br />DETAIL FOR EXCAVATION <br />AT MOUTH OF CUTS <br />5931-1-70,71,72 <br />�I <br />