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i <br /> r <br /> J' <br /> CO., t <br /> 9 1313 SHERMAN STREET <br /> DIVISION OF <br /> * SUITE 215 MINERALS RA ° ° Limestone Riprap Culvert Plan View <br /> DENVER COLORADO GEOLOGY ° Grouted Around Culvert <br /> j 8 7(� RECLAIdATI ON <br /> l/INING•sAFETY ° ° I <br /> DWG 4 8 Ft DIAMETER CULVERT INSTALLATION d° a <br /> e <br /> SCALE: F=i l e P o t h : D:\SC2000\WORK\GEC\ a <br /> CONT. INTERVAL: 5 Ft F i I@ N cD m e : C U LV E FR T. DWG <br /> DRAWN BY: DESIGNED BY: P l o t D o 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 ca m ° ° d° <br /> ° e <br /> CULVERT INLET PAVING <br /> Idol <br /> 2:1 SLOPE UP 44 <br /> a <br /> �J, RIPRAP TO 1.5 FT ABOVE \ \ <br /> TOP OF CULVERT ° - <br /> J <br /> t _ <br /> 4 INCH THICK CONCRETE GROUT 4 d ° e e <br /> d <br /> Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop & <br /> Stilling Basin to <br /> 2:1 SLOPE <br /> BED COURSE MATERIAL OR GEOTEXTILE be field modified Steel Cable <br /> ���'� <br /> (WHERE SPECIFIED ON PLANS). during construction d°e Guard Roil <br /> d _ <br /> ° <br /> e ° a <br /> 14 ft Q <br /> 2:1 Side Slopes °- <br /> Riprop D50=2 ft ° 4 q a <br /> ° <br /> 14.0 <br /> Channel Slope <br /> N2.5-3% d <br /> e <br /> Conctete Retaining Wall ° <br /> 75 ft Culvert 2% Grade Concrete Ret ining Wall <br /> e. <br /> Culvert Cross Section <br />