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a 1313 S H E R M A N STREET <br /> * * SUITE 215 MINEBRALS ° Limestone Riprap Culvert Plan View <br /> �c * GEOLOGY °e Grouted Around Culvert <br /> DENVER, COLORADO RECLAMATION <br /> Ig 7 6 MINING•SAFETY e a <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION d °: 4 <br /> SCALE: F=i l e P a t h : D:\SC2000\WORK\GEC\ - <br /> CONT. INTERVAL: 5 Ft F i l e N ci m e : C U LU E R T. D W G <br /> DRAWN BY: DESIGNED BY: P l o t D a t e : 0 2 — 0 4 — 2 0 0 0 <br /> HBR BGW & HBR P I o t T i r-n e O 8 : 'I 'I ci r n d d° <br /> a ° <br /> CULVERT INLET PAVING <br /> ° Qf <br /> 2:1 SLOPE UP ° n a <br /> RIPRAP TO 1.5 FT ABOVE <br /> TOP OF CULVERT ° <br /> 4 INCH THICK CONCRETE GROUT <br /> d <br /> 4 <br /> ° a. Wood Post <br /> Ee <br /> i ro & <br /> 1 2 FOOT THICK LAYER OF RIPRAP & P P <br /> n to Steel Coble <br /> BED COURSE MATERIAL OR GEOTEXTILE2:1 SLOPE � dified <br /> � truction do° , Guard Rail <br /> (WHERE SPECIFIED ON PLANS). <br /> - d <br /> � a ° <br /> 14 ft U <br /> 2:1 Side Slopes n d <br /> Riprop D50=2 ft <br /> a <br /> 14.0 0 <br /> Channel Slope d <br /> »2.5-3% ' <br /> o ° <br /> a <br /> a <br /> Conctete Retaining Wall <br /> 75 ft Culvert 2% Grade Concrete Ret ining Woll as <br /> Culvert Cross Section <br />