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�. C T W <br /> ��.OT -C t0 <br /> 1313 SHERMAN STREET �., <br /> o MINERAL <br /> of Culvert Plan View <br /> it SUITE 215 MINERALS <br /> Limestone Riprop <br /> * 1876** DENVER, COLORADO GEOLOGY °° Grouted Around Culvert <br /> RECLAMATION <br /> 11INING•SAFE77 <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION ° 444 ° ° <br /> SCALE: F-i 1 e Pa t h : D:\SC2000\WORK\GEC\ ° <br /> \ <br /> CONT. INTERVAL: 5 Ft P i l@ Name : C U LV E R T. D W O ° <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 a m ° ° ° <br /> a <br /> CULVERT INLET PAVING ° <br /> ,r °j ° <br /> 2:1 SLOPE UP <br /> °4 d ° <br /> f t RIPRAP TO 1.5 FT ABOVE <br /> TOP OF CULVERT <br /> C7 4 INCH THICK CONCRETE GROUT <br /> 4 <br /> �• bin' >7 ° ° <br /> /2 FOOT THICK LAYER OF RIPRAP & Limestone Ri ro Wood Post <br /> =� p p & <br /> BED COURSE MATERIAL OR GEOTEXTILE Stilling Basin to <br /> 2:1 SLOPE be field modified Steel Coble <br /> (WHERE SPECIFIED ON PLANS). during construction ° c-4 ° Guord Roil <br /> - - - - - <br /> -— <br /> ° <br /> ° <br /> 14 It <br /> 2:1 Side Slopes ° <br /> Riprop D50=2 it ° a <br /> .O e <br /> Channel Slope <br /> K2.5-3% <br /> I <br /> a <br /> Conctete Retaining Wolf ° <br /> 75 ft <br /> Culvert Cross Section Culvert 2% Grade Concrete Ret ininq Woll <br /> a <br />