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y <br />W i0 <br />C <br />W = 16 FOR RE. OF HIGHWAY <br />OF APPROACH W = 4 MIN. FOR S. R. -- -- ---.. — . — -- — -- — — <br />L = l2 +(H -D) S+I,+rig +(HL -D) S+!25d MIN.] <br />W/o ��� <br />%2 SECTION IN FILL I/2 SECTION IN CUT <br />TYPICAL CROSS SECTION <br />,IE OF HIGHWAY <br />1/2 WIDTH OF ROADBED <br />SLOPE <br />VARIABLE <br />15' MIN. TO EDGE <br />OF ROAD METAL <br />PROFILE <br />FLOW LINE <br />OF DITCH <br />II <br />k � I <br />4 `Ili ;I I I�I iil T E'6F BACK SLOPE III <br />ll <br />OF SHO <br />OF <br />CULVERT PIPE, <br />TYPICAL LAYOUT FOR SIDE ROADS IN CUT <br />0 <br />D <br />O �_ Z <br />o <br />- w <br />a LL <br />4. -1 vC- <br />x <br />CAC <br />MIN. SIGHT DISTANCE FOR P.E. AT POINT x=100' RADII SHOWN ARE VARIABLE DEPENDENT <br />ON CLASS OF HIGHWAY AND WILL BE <br />LAID OUT IN THE FIELD BY THE ENGINEER. <br />SMOULDER LINE,�7j� <br />CABLE GUARD FENCE <br />OF HIGHWAY <br />TYPICAL LAYOUT FOR PRIVATE ENTRANCES <br />AND SIDE ROADS IN HIGH FILL <br />_LINE <br />FENCE <br />`DAiE STATE NiGNWAT MGIMEER <br />