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�.OF C�L0 <br /> d 1313 SHERMAN STREET rMATION <br /> SUITE 215 Culvert Plan View <br /> GoutedLimestone Riprop <br /> Around Culvert <br /> DENVER, COLORADO - <br /> ° ° <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> ° as ° <br /> ° a <br /> SCALE: F i l e P c)t h e D:\SC2000\WORK\GEC\ o <br /> CONT. INTERVAL: 5 Ft F i I @ N a m e : CULVERT. DWG <br /> DRAWN BY: DESIGNED BY: P I O t Date : O 2 — O 4 — 2 0 0 0 <br /> HBR BGW & HBR P l o t T i m e : 0 8 : 1 1 cD r'n ° a° <br /> CULVERT INLET PAVING <br /> 2:1 SLOPE UP d4 <br /> i <br /> RIPRAP TO 1.5 FT ABOVE \ <br /> TOP OF CULVERT <br /> e <br /> 4 INCH THICK CONCRETE GROUT p� °__ <br /> 4 <br /> f Q ° a - <br /> f Limestone Ri ra ° ° Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & Rip rap <br /> Stilling Basin to & <br /> BED COURSE MATERIAL OR GEOTEXTILE Steel Cable <br /> 2:1 SLOPE be field modified <br /> (WHERE SPECIFIED ON PLANS). during construction c°° ;- Guard Roil <br /> ° <br /> n ° ° <br /> 14 ft ° <br /> 2:1 Side Slopes <br /> 1 .0 <br /> Channel Slope <br /> »2.5-3% <br /> e ° <br /> e <br /> a_ <br /> Conctete Retoining Wall <br /> 75 ft Culvert 296 Grade Concrete Ret ining Wall a <br /> Culvert Cross Section <br />