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s <br /> ��. 37 'C060 , <br /> F d 1313 SHERMAN STREET a.�=sloN of ° <br /> SUITE 215 MINERALS Limestone Riprop Culvert Plan View <br /> DENVER, COLORADO GEOLOGY Grouted Around Culvert <br /> 18 7 6 RECLAMATION <br /> MININa•SAFETY < a <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> SCALE: E i l@ P a t h D:\SC2000\WORK\GEC\ a <br /> CONT. INTERVAL: 5 Ft F i I@ N cD m e : C U L_V E R T. DWG °° - .a ae <br /> DRAWN BY: DESIGNED BY: P l o t D CD t e : 0 2 — 0 4 — 2 0 0 0 <br /> HEIR BGW & HEIR P l o t Ti m e : 0 8 : 1 1 cD m ° 4 Q° <br /> ° e <br /> CULVERT INLET PAVING <br /> 2:1 SLOPE UP oa <br /> a <br /> RIPRAP TO 1.5 FT ABOVE \ \ <br /> TOP OF CULVERT <br /> 4 <br /> 4 INCH THICK CONCRETE GROUT <br /> 4- - <br /> 1� Limestone Riprop ° ° a Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & P oP & 1 <br /> Stilling Basin to <br /> BED COURSE MATERIAL OR GEOTEXTILE Steel Cable <br /> 2:1 SLOPE �� be field modified <br /> a <br /> a <br /> �!� Guard Roil <br /> (WHERE -SPECIFIED ON PLANS). __- _ - __ dunng construction -_ --_ - - - °° - <br /> ° <br /> 14 ft ° <br /> 2:1 Side Slopes <br /> Riprop D50=2 ft ° 4- a <br /> ° <br /> 14.0 <br /> Chonnel Slope <br /> »2.5-3% n <br /> ° a <br /> i <br /> ° <br /> Conctete Retoining Woll <br /> 75 ft Culvert 2% Grode Concrete Ret ining Wall <br /> d- <br /> Culvert Cross Section <br />