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y <br /> 1 <br /> 1 <br /> �.01 -co <br /> Al o <br /> 1313 SHERMAN STREET <br /> � 17 DIVIBION OF <br /> * * SUITE 215 MINERALS <br /> Culvert Plan View <br /> *�* DENVER COLORADO �RECLAMATIOI <br /> LOG Limestone Riprop <br /> I876* ' Grouted Around Culvert <br /> MINING-SAFETY <br /> DWG #4 8 Ft DIAMETER CULVERT INSTALLATION <br /> SCALE: F i l e P o t h : D:\SC2000\WORK\GEC\ a a <br /> CONT. INTERVAL: 5 Ft F i I @ N cl m e : CULVERT. DWG <br /> DRAWN BY: DESIGNED BY: Plot D c:i t e : 0 2 — 0 4 — 2 0 0 0 <br /> HBR BGW & HBR Plot Time : O 8 : 1 1 ci m ° ° Q° <br /> CULVERT INLET PAVING o <br /> - - - e+ - <br /> aJ, 2:1 SLOPE UP oa <br /> RIPRAP TO 1.5 FT ABOVE <br /> Jai-j ��� TOP OF CULVERT ° \ <br /> V ° <br /> 4 INCH THICK CONCRETE GROUT 4 Q" <br /> d <br /> ��� ✓�2 FOOT THICK LAYER OF RIPRAP & Limestone Riprop ° Wood Post <br /> BED COURSE MATERIAL OR GEOTEXTILE <br /> Stilling Basin to & <br /> w/J be field modified Steel Coble <br /> 2:1 SLOPE �)��/ ° <br /> (WHERE SPECIFIED ON PLANS). during construction _a° ;. Guard Roil <br /> - — <br /> d . <br /> ° <br /> 14 ft <br /> 2:1 Side Slopes ° <br /> Riprop D50=2 ft ° G e <br /> ° <br /> 1 .0 <br /> Channel Slope J <br /> «2.5-3% <br /> a <br /> ° <br /> a <br /> Conctete Retaining Wall ° <br /> 75 It Culvert 2% Grade Concrete Ret fining Wall 41 <br /> a <br /> Culvert Cross Section <br />