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N <br />BAR DITCH <br />2:1 (MAX) <br />SIDE SLOPES <br />BAR DITCH <br />2: 1 (MAX) <br />SIDE SLOPES <br />2' <br />2 ' <br />'%i <br />r: <br />2 ' <br />17' <br />12' <br />NATIVE SOIL <br />ACCESS ROAD TYPICAL SECTION <br />STA: 16 +35 TO 19 +50 <br />NTS <br />17' <br />12' <br />2.0% <br />8" ) " CRUSHED ROCK <br />RE: GEOTECHNICAL REPORT <br />NATIVE SOIL <br />r i <br />6" SCARIFIED <br />6" SCARIFIED <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 />'t <br />EE <br />CLC ASSOCIATES <br />P 303 770 5000 <br />SIRCHtTECTURE <br />Z <br />K <br />U <br />; f <br />E F m <br />s m <br />Z <br />O <br />H <br />Q <br />Er <br />a <br />F <br />O z <br />o0 <br />In U O <br />Z Qo <br />alp <br />Z JU <br />I- <br />Q <br />U <br />0 <br />- J <br />C2.00 <br />N <br />Z <br />0 <br />I- <br />U <br />Id <br />N <br />4 <br />J <br />U <br />a <br />I- <br />Q <br />0 <br />4 <br />0 <br />PROJECT #: 11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED SY: DJM <br />