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HomeMy WebLinkAboutCON-107-7VARIES 18' -0" q a VERTICAL GRANITE 6" VERTICAL CURB GRANITE 4" LOAM SEE DETAIL CURB MIN. SUPER ELEVATION SLOPE 3 /8 " /FT. STA 0 +00 to 1 +0 - - -► RET. WALL 12" GRAVEL ON BOTH SIDES 10' -0" MIN. If PROP. PROP. O PROP. SEWER' WATER DRAIN SERVICE TYPICAL ROADWAY SECTIO NOT TO SCALE 2 It 1 0 N J Q RISER SECTION— Z FINISH GRADE -I i N k" AV. O RISER SECTIONS 1 "CLEAR 5 � RISER SECTION LOCUS: MAY VARY x NOT TO 5' -0" COVER FROM V -4' OUTSIDE PIPE DIAMETER ° o DATE: SCALE o� "� I 1 4 DIA. BUTYL RUBBER JOINT Hn O A W T PLUS 2" CLEARANCE �t 5" MIN. 1 -3 BAR AROUND OPENINGS FOR >- / —�� PIPES 18" DIA. AND OVER 1' COVER. 1 1/2" BIT. CONC. FINISH, TYPE 1 -1. Wgd Q °4� z x FLOORS OF STRUCTURE TO BE 2" BINDER BASE TYPE 1 -1. l r,o° O (� 0 {� Q O MIN. 0.12 SQ. IN. STEEL � i