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VARIES <br />18' -0" <br />q <br />a VERTICAL <br />GRANITE 6" VERTICAL <br />CURB GRANITE <br />4" LOAM SEE DETAIL CURB <br />MIN. <br />SUPER ELEVATION SLOPE 3 /8 " /FT. <br />STA 0 +00 to 1 +0 - - -► <br />RET. WALL 12" GRAVEL <br />ON BOTH SIDES <br />10' -0" MIN. If <br />PROP. PROP. O <br />PROP. SEWER' WATER <br />DRAIN SERVICE <br />TYPICAL ROADWAY SECTIO <br />NOT TO SCALE <br />2 It <br />1 0 <br />N <br />J <br />Q <br />RISER SECTION— <br />Z <br />FINISH <br />GRADE <br />-I i <br />N <br />k" <br />AV. <br />O <br />RISER SECTIONS 1 "CLEAR 5 � RISER SECTION LOCUS: <br />MAY VARY x NOT TO <br />5' -0" COVER FROM V -4' OUTSIDE PIPE DIAMETER ° o DATE: SCALE o� "� <br />I 1 4 DIA. BUTYL RUBBER JOINT Hn <br />O A W T PLUS 2" CLEARANCE �t 5" MIN. 1 -3 BAR AROUND OPENINGS FOR <br />>- / —�� PIPES 18" DIA. AND OVER 1' COVER. <br />1 1/2" BIT. CONC. FINISH, TYPE 1 -1. Wgd Q °4� z x FLOORS OF STRUCTURE TO BE <br />2" BINDER BASE TYPE 1 -1. l r,o° O (� 0 {� Q O MIN. 0.12 SQ. IN. STEEL � i <br />