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BAR DITCH <br />2:1 (MAX) <br />SIDE SLOPES <br />BAR DITCH <br />2:1 (MAX) <br />SIDE SLOPES <br />2' 2' 12' <br />ACCESS ROAD TYPICAL SECTION <br />STA: 16 +35 TO 19 +50 <br />NTS <br />2' <br />17' <br />NATIVE SOIL <br />17' <br />GUARD RAIL <br />PER CDOT <br />STANDARDS <br />2.0% <br />12' <br />2.0% <br />NATIVE SOIL <br />6" SCARIFIED <br />6 "; SCARIFIED <br />N 7 <br />7 <br />.Y/ <br />8" Y2" CRUSHED ROCK <br />RE: GEOTECHNICAL REPORT <br />ACCESS ROAD TYPICAL SECTION <br />STA: 10 +00 TO 16 +35 <br />STA: 19 +50 TO 27 +28.74 <br />NTS <br />2• <br />v` <br />8" Y2" CRUSHED ROCK <br />RE: GEOTECHNICAL REPORT <br />