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+I <br /> I <br /> aF CO 07 <br /> 1313 SHERMAN STREET DI„=sloN of <br /> * SUITE 215 MIN&RALS Culvert Plan View <br /> Limestone Riprop <br /> * * DENVER COLORADO GEOLOGY Grouted Around Culvert <br /> 1g 7 6 RECLAMATION <br /> MININ=A29 <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> O de .° °.4 <br /> SCALE: F i l e P ca t h e D:\SC2000\WORK\GEC\ <br /> CONT. INTERVAL: 5 Ft F i l e N a m e : CULVERT. DWG <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 l o t T i m e 0 8 : 1 1 cD rn ° d° <br /> CULVERT INLET PAVING <br /> �r 0 2:1 SLOPE UP e4 <br /> a <br /> RIPRAP TO 1.5 FT ABOVE <br /> l' TOP OF CULVERT <br /> ° <br /> `D 4 INCH THICK CONCRETE GROUT ° nn a-° ° <br /> v <br /> 4 <br /> Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop Stilling <br /> Cable <br /> 2:1 SLOPE <br /> Stilling Basin to Steel <br /> BED COURSE MATERIAL OR GEOTEXTILE be field modified�� during Guard Roil <br /> / (WHERE SPECIFIED ON PLANS). dung construction 4° e <br /> 14 ft ° <br /> 2:1 Side Slopes <br /> Riprop D50=2 ft <br /> 14.0 <br /> Channel Slope <br /> N2.5-3% <br /> n <br /> ° <br /> Conctete Retaining Wall <br /> 75 ft Culvert 2% Grade Concrete Ret ining Woll n <br /> Culvert Cross Section <br />