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11 <br /> J <br /> ��.OF -CO <br /> 0 f/ <br /> 1313 SHERMAN STREET <br /> d rRECLAMATXCO�N <br /> - <br /> * SUITE 215 MINERALS ° Limestone Riprop Culvert Plan View <br /> *�* DENVER COLORADO Grouted Around Culvert <br /> 1$ 6* � <br /> 0 <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> SCALE: E i l e P CD t h : D:\SC2000\WORK\GEC\ <br /> CONT. INTERVAL: 5 Ft F i l e N cD m e : C U L_V E R T. D W O °° -a a;" <br /> DRAWN BY: DESIGNED BY: P I O t Date : O 2 — O 4 — 2 0 0 0 <br /> HBR BGW & HBR P I o t Time : O 8 : 1 1 cD rm ° 4 a° <br /> o a <br /> CULVERT INLET PAVING <br /> J <br /> J <br /> 2:1 SLOPE UP oa a o <br /> RIPRAP TO 1.5 FT ABOVE ° <br /> TOP OF CULVERT - <br /> _ � r <br /> 4 INCH THICK CONCRETE GROUT ° a a e <br /> .4 <br /> r r a ° Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop & <br /> Stilling Basin to <br /> S Steel Coble <br /> BED COURSE MATERIAL OR GEOTEXTILE <br /> J be field modified <br /> 2:1 SLOPE ������ ° <br /> / (WHERE SPECIFIED ON PLANS). during construction d o° Guard Roil <br /> e- <br /> - - - -- - <br /> e ° a <br /> 14 ft <br /> 2:1 Side Slopes ° <br /> Riprop D50=2 ft ° .a_ a <br /> 14,0 <br /> ° <br /> Channel Slope <br /> a o <br /> »2.5-3% 4 <br /> O' a <br /> e <br /> Conctete Retaining Wall <br /> 75 ft Culvert 2% Grade Concrete Ret fining Wall <br /> d <br /> Culvert Cross Section <br />