Laserfiche WebLink
1313 SHERMAN STREET <br /> \ C DIVISION OF <br /> # SUITE 215 MINE <br /> BRALS Limestone Riprop Culvert Plan View <br /> * ** DENVER, COLORADO GEOLOGY Grouted Around Culvert <br /> 1 g 7 6 RECLAMATION \\ <br /> MINING•3AI`ETY ° ° \ <br /> DWG 4 8 Ft DIAMETER CULVERT INSTALLATION ° <br /> SCALE: F-i I e Path : D:\SC2000\WORK\GEC\ ° \ <br /> CONT. INTERVAL: 5 Ft F-i l e Name : C U L V E F2 T. D W O <br /> DRAWN BY: DESIGNED BY: P I O t D C7 t e : O 2 — 0 4 — 2 0 0 <br /> HBR BGW & HBR P I o t Tim ° ° ° <br /> e : O 8 : 'I 'I cam a <br /> CULVERT INLET PAVING ° <br /> � a <br /> ° <br /> 2:1 SLOPE UP °a <br /> RIPRAP TO 1.5 FT ABOVE <br /> e e ° <br /> •. � `~f F"° ` TOP OF CULVERT <br /> ° <br /> 4 INCH THICK CONCRETE GROUT e ° d ° <br /> ° a ° <br /> .- � a d <br /> ♦,S4a,: ,� ° d <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop ° ° Wood Post <br /> BED COURSE MATERIAL OR GEOTEXTILE Stilling Basin to Steel Coble <br /> 2:1 SLOPE be field modified <br /> (WHERE SPECIFIED ON PLANS). during construction ° G Guard Roil <br /> ° <br /> e <br /> 14 ft <br /> 2:1 Side Slopes ° <br /> Riprop 1)50=2 ft ° a ° e <br /> ° <br /> 14.0 <br /> Channel Slope <br /> e� <br /> «2.5-3% <br /> a <br /> ° e <br /> a. <br /> Conctete Retaining Wall ° <br /> 75 It <br /> Culvert 2% Grade Concrete Ret ining Wall a <br /> Culvert Cross Section <br />