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1 <br /> I <br /> r <br /> OF COI0 <br /> 1313 SHERMAN STREET D,,,=sloN of <br /> ((� ** * MINERALS 215 <br /> Culvert Plan View <br /> Re Lmestoneprap <br /> DENVER, COLORADO GEOLOGY Grouted <br /> Grouted Around Culvert <br /> Ig76� RECNAMATIION <br /> MINI SAM= <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> Qa . ° <br /> 4 <br /> SCALE: F i l e P a t h : D:\SC2000\WORK\GEC\ e a- <br /> CONT. INTERVAL: 5 Ft E i I e N (z) m e : CULVERT. DWG <br /> DRAWN BY: DESIGNED BY: P I O t D a 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 c m a 4 4` <br /> �. CULVERT INLET PAVING <br /> 2:1 SLOPE UP a4 n a \ <br /> RIPRAP TO 1.5 FT ABOVE <br /> TOP OF CULVERT <br /> e e <br /> 71 ��� <br /> ( � 4 INCH THICK CONCRETE GROUT 4 a ° <br /> a <br /> ° 4 <br /> � ° Wood Post <br /> ���•,, //` 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprap <br /> & <br /> Stilling Basin to modified/ BED COURSE MATERIAL OR GEOTEXTILE be field dified Steel Coble <br /> 2:1 SLOPE ) Guard Roil <br /> (WHERE SPECIFIED ON PLANS). _ during construction ° n<° a <br /> a <br /> a <br /> 14 ft <br /> 2:1 Side Slopes �. <br /> Riprop D50=2 ft ° a <:° <br /> 14.0 <br /> Chonnel Slope <br /> N2.5-3% 4. <br /> e ° <br /> n <br /> Conctete Retaining Woll <br /> 75 ft Culvert 2% Grode Concrete Ret fining Wall <br /> 4. <br /> Culvert Cross Section <br />