Laserfiche WebLink
.()I COA. `O <br /> 1313 S H E R M A N STREET D:�zs=oN of <br /> SUITE 215 MINE&ALS e ° Limestone Riprop Culvert Plan View <br /> DENVER, COLORADO GEOLOGY Grouted Around Culvert <br /> RECLAMATION <br /> MINING•SAFETY <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> a <br /> SCALE: E i l e P a t h : D:\SC2000\WORK\GEC\ a 4- <br /> CONT. INTERVAL: 5 Ft E i l e N cD m e : C U LV E FRT. DWG <br /> DRAWN BY: DESIGNED BY: P l 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 ca I-n e a a° <br /> e °. <br /> CULVERT INLET PAVING <br /> 2:1 SLOPE UP I od <br /> RIPRAP TO 1.5 FT ABOVE <br /> TOP OF CULVERT <br /> i <br /> r�✓`' 4 INCH THICK CONCRETE GROUT 4 d° a <br /> 0 <br /> a <br /> ^\ Wood Post <br /> 2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop ° <br /> �i/ Stilling Basin to & <br /> BED COURSE MATERIAL OR GEOTEXTILE be field modified Steel Coble <br /> 2:1 SLOPE ��' Guard Roil <br /> (WHERE SPECIFIED ON PLANS). during construction c°° a- <br /> - - _ - 4 <br /> ° <br /> e <br /> 14 It <br /> e <br /> 2:1 Side Slopes <br /> Riprop D50=2 ft ° .4 ° e <br /> 14.0 ° <br /> Channel Slope <br /> a2.5-3% a <br /> ° e <br /> e <br /> Conctete Retaining Wall ° <br /> 75 ft Culvert 2% Grade Concrete Ret fining Wall a° <br /> a <br /> Culvert Cross Section <br />