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1 <br /> • l <br /> • <br /> . DRIVEWAY CONSTRUCTION j <br /> • DETAILS iH„� <br /> Q <br /> 1 <br /> \d 1 23 "1 i• -oto <br /> ¢rz � a 'r I <br /> M. _MP R/W LINE a 1 <br /> x4 5 n', 4` y 041 o } 7��j <br /> 7',..:,,.7.f44,2, ss C b.�h �F"'fexF O b,',{ <br /> 4r, f - <br /> 5 1 <br /> Iw' �'n i� $ ,., i t <br /> (amu J47. 3.40.7-: <br /> . ..' :'4 v `.`' ; z }. <br /> s <br /> f I <br /> _ <br /> CC I <br /> w 1 <br /> PAVEMENT EDGE I— *14 <br /> a <br /> w <br /> o - rwCC I <br /> �� w 1 _ � <br /> COMMERCIAL / <br /> 0 DRIVEWAY WIDTH: 35' max ` w w F <br /> • > (:i I <br /> RADII: 40'max, Ilit —J w { <br /> (20'for inside angled driveway) r� w I <br /> a <br /> —1 o <br /> NON-COMMERCIAL o <br /> CC I <br /> j°DRIVEWAY WIDTH: 24'max w <br /> 16' desireable <br /> Q � <br /> CR RADIL 8.5'normal,20' max 0 o <br /> w LU [1._ <br /> co I <br /> d <br /> ALL CURVILINEAR PRIVATE ENTRANCE OUTLINES SHALL Q z t <br /> BE CONTAINED WITHIN THE HIGHWAY RIGHT-OF-WAY ,0 __ H <br /> CROSS-SECTION <br /> < <br /> NATURAL 1 _ <br /> GROUND DRIVEWAY WIDTH Q <br /> A <br /> • <br /> \' c7.. 2% - <br /> 2S°I NSR a k a ` . 1 . NATURAL <br /> 2q� 6 u. GROUND / € <br /> SUBGRADE-- 1 I L6”CRUSHED AGGR, . <br /> BASE COURSE fit;T.\ <br />