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rt OF APPROACH W'= 16 FOR P.E. OF HIGHWAY <br />W - 'MIN FOR S.R. <br />h4 <br />L= *(H D)S+I]+�E,+(H,-D)S+I] <br />250'MIN. <br />LINE <br />GROUND <br />SLOPE Gl�!�". <br />I I_SLOPE S <br />'Tot, <br />'.. H PE <br />W\rM\NRSLTUL, <br />-TOE OF SNOULOI£ <br />D (L OF <br />CULVERT PIPE, <br />V2 SECTION IN FILL 1/2 SECTION IN CUT <br />TYPICAL CROSS SECTION TYPICAL LAYOUT FOR SIDE ROADS IN CUTE <br />' <br />C.) <br />w <br />z <br />wt uj uj cr <br />zl� <br />z <br />_J'X z UJI <br />OF HIGHWAY t 4 <br />0 cr <br />0 uj cr 0 <br />FLOW LINE a W Z <br />WIDTH Or ROADBED VARIABLE Iv -1 4 UJI -J— <br />F .'. cr <br />.,OF DITCH <br />4. 0 '0 ul ma. <br />OF DITCH `1* 0 1 <br />Uj 5 <br />—1 m =LL <br />fn 0 cf) 0 <br />15' MIN. TO EDGE <br />OF ROAD METAL SIGHT DISTANCE FOR P.E.AT POINT Xz Od <br />RADII SHOWN ARE VARIABLE DEPENDENT <br />ch aMIN. <br />a: u- LI_ <br />1 <br />ON CLASS OF HIGHWAY AND WILL BE <br />-OUT <br />C) <br />0 0 <br />x <br />LAID IN THE FIELD BY THE ENGINEER. <br />CONTINUE <br />SLOPE <br />PROFILE <br />MA KER <br />SHOULDER LINE <br />P <br />P STV <br />-ti HOU', <br />.2_ <br />CABLE GUARD FENCE <br />ANCHOR'S �qAB <br />HIGHWAY <br />TYPICAL LAYO'U'T ' FOR PRIVATE ENTRANCES <br />'FILL <br />DETAILS OF PRI <br />AND SIDE ROADS IN Hl" $ <br />AND SIDE ROAD <br />J9 <br />�V <br />IVRECOMMENDED <br />STATE HIGHWAY CON <br />FOR APPPO <br />DEq <br />--FATE <br />co� <br />Spe <br />7�, I,- -41,1 <br />A—R.—­OCT. 1. 1945 <br />22 <br />L <br />J <br />i <br />