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Y • � tit <br /> OF .co <br /> `0 <br /> 0 1313 SHERMAN STREET <br /> a=v:aroiv or• <br /> * * SUITE 215 MINERALS ° Culvert Tan View <br /> GEOLOGY ° .a Limestone Riprop <br /> * DENVER, COLORADO Grouted Around Culvert \ <br /> 18764 RECLAMATION <br /> l[1N[NC•SAFETY a o � <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION ° a ° 44e ° \ <br /> \ <br /> GALE: F"i l e P CD t h : D:\SC2000\WORK\GEC\ d <br /> CONT. INTERVAL: 5 Ft F•i I e Name : CULVERT_ DWG a e <br /> DRAWN BY: DESIGNED BY: P I o t D c3 t e : 0 2 — 0 4 — 2 0 0 0 ee ° °` \ <br /> HBR BGW & HEIR \ <br /> Plot Time : 08 : 1 1 am a ° °` \ <br /> CULVERT INLET PAVING a e <br /> 2:1 SLOPE UP ° v <br /> RIPRAP TO 1.5 FT ABOVE ed <br /> ° a <br /> •, '� TOP OF CULVERT ° <br /> r <br /> r ° a \ <br /> 4 INCH THICK CONCRETE GROUT d a <br /> e d <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop e ° Wood Post <br /> BED COURSE MATERIAL OR GEOTEXTILE Stilling Basin to Steel Coble <br /> 2:1 SLOPE be field modified <br /> >br' (WHERE SPECIFIED ON PLANS). during construction ° e° ° Guard Roil <br /> d <br /> a <br /> 14 ft <br /> 2:1 Side Slopes e <br /> Riprop D50=2 ft e d e a <br /> 14.0 e <br /> Channel Slope 0 e °a <br /> �2.5-3R <br /> d <br /> e ° <br /> e <br /> Conctele Retaining Wall a <br /> 75 ft <br /> n <br /> Culvert 276 Grade Concrete Ret fining Wall ea <br /> Culvert Cross Section ° <br />