Laserfiche WebLink
N <br />E� <br />s <br />■ <br />0 <br />�:u 0 <br />0 D <br />U) 0 <br />V) U) <br />I C) <br />V) M <br />0 <br />z- <br />cn � <br />v <br />0 <br />D <br />(N <br />( <br />m <br />X <br />m <br />RECUMED DIVE01M DITG <br />5060 <br />O <br />5030 <br />W5070 <br />I Fw ELG o <br />W5040 <br />'•t.' O%GIMLL GHmu <br />Fmu GRAND <br />suao <br />Cross Section B 1 U 1 y <br />V Scale: 1 " = 30' <br />H Scale: 1" = 100' <br />See Exhibit 613 <br />RECUIMED Div- MN DITCH 5070 <br />ORI611UL GROIwt <br />/ Rm m® N. m DITCH <br />Cross Section B2 - BC <br />V Scale: 1" = 30' <br />H Scale: 1" = 100' <br />See Exhibit 68 <br />Geotextile Fabric <br />1t8r0 <br />iN <br />18x0 <br />18 "0 <br />1810 <br />1 112 Washed Rock -v <br />N 4" Perforated Pipe <br />FRENCH DRAIN DETAIL <br />ROADSIDE SOUTH DITCHES <br />Section <br />Side Slopes <br />Width (w) <br />(ss) <br />Channel Bottom <br />A - A' <br />1.5 1 <br />3.0' <br />B - B' <br />1.5 1 <br />3.0' <br />C - C' <br />1.5 1 <br />3.0' <br />D - D' <br />2.0 1 <br />3.0' <br />E - E' <br />2.0 1 <br />3.0' <br />F - F' <br />1.5 1 <br />3.0' <br />G - G' <br />2.0 1 <br />3.0' <br />H - H <br />2.0 1 <br />3.0' <br />I - I' <br />AS SHOWN <br />3.0' <br />J - J' <br />AS SHOWN <br />3.0' <br />0 - 0' <br />1.5 : 1 <br />3.0' <br />P - P' <br />4.0 : 1 <br />5.0' <br />Q - Q' <br />1.5 : 1 <br />3.0' <br />Q1 - Q1' <br />1.5 : 1 <br />3.0' <br />RIPRAP <br />(if required) <br />3 <br />Depth <br />w /Freebo rd <br />3.5' <br />3.5' <br />3.5' <br />1.5' <br />1.75' <br />3.5' <br />1.5' <br />1.5' <br />0.73' <br />0.64' <br />1.1' <br />1.7' <br />0.7' <br />0.4' <br />Riprap <br />(in) <br />91, <br />15" <br />9„ <br />NONE <br />NONE <br />18" <br />91, <br />12" <br />NONE <br />NONE <br />9" <br />NONE <br />9., <br />18" <br />GEOTEXTILE FABRIC <br />MARAFI 60OX OR EQUAL <br />(if riprap is required) <br />Sections A - A' Through H - H', 0 - 0', Through, Q1 01' <br />SCALE; 1" = 5' <br />SEE EXHIBIT 6C <br />2 - 2.5 <br />Slope 20:1 <br />2 - 2.5 <br />1� <br />Varies <br />Sections I I' Through J <br />SCALE; 1" = 5' i"IrCEIVE© <br />SEE EXHIBIT 6C JUL 0 41003 <br />Division of Mine::k and Genlom <br />SNOWCAP COAL COMPANY, INC. <br />P.O. Box 1430, Palisade, CO 81526 <br />F] <br />0 <br />0 <br />0 <br />3 <br />t <br />a- <br />0 <br />P� <br />186,0 <br />/RS0 - <br />/R /0 <br />18X1 <br />FINAL GROUND <br />1/720 <br />1810 - <br />EXISTING GF <br />1800 <br />/790 <br />1;770 - <br />);0 <br />Ii RO <br />1r 10 <br />SECTION L - L' <br />HORIZONAL SCALE, 1" = 100` <br />VERTICAL SCALE 1" = 20' <br />SEE EXHIBIT -6C <br />4860 <br />4850 <br />4840 <br />4830 <br />1881 <br />1810 <br />1800 <br />1:90 <br />4780 <br />4770 <br />476'0 <br />4750 <br />47-10 <br />ENGINEER'S CERTIFICATION I hereby certify that this drawing was done by me or under my 4bt--ft <br />direct supervision and that all of the information presented on <br />this drawing is correct to the best of my knowledge and belief. <br />4910 <br />4900 <br />4890 <br />4880 <br />9870 <br />4860 <br />48:,0 <br />FINAL GROUND SURFACE <br />- = EXISTING GROUND SURFACE <br />FRENCH DRAIN SYSTEM <br />FINAL GROUP <br />EXISTING GROUND SURFACE <br />18 M <br />1b'30 <br />18'0 <br />1810 <br />1tu!, <br />41.90 <br />l <br />1780 I <br />-17.0 <br />I <br />1760 <br />1750- <br />IEGIs%'b <br />?DD�� <br />' °: <br />j <br />1 <br />3 <br />DITCH SECTION A - A' <br />HIGHWALL CREST ELEVATION <br />SECTION K - K' <br />SCALE; 1" = 20' <br />SEE EXHIBIT -6C <br />SECTION M - M' <br />HORIZONAL SCALE; 1" = 10'0' <br />VERTICAL SCALE; 1" = 20' <br />SEE EXHIBIT -6C <br />Colorado P.E. 19230 <br />Z � <br />ate <br />4920 <br />/1110 <br />1900 <br />4890 <br />1880 <br />4870 <br />4860 <br />1850 <br />1810 <br />4831/ <br />•1820 <br />4810 <br />1X00 <br />-1790 <br />1'80 <br />4770 <br />1760 <br />-17so <br />' HIGHWALL CREST ELEVATION <br />APPROX. 4875 <br />4930 --' ----_.. <br />4920 - <br />/910 <br />1.900 - <br />1890 <br />1880 <br />-1870 - <br />EXISTING GROUND SURFACE <br />486'0 <br />ISSU 7 � <br />AS BUILT GROUND SURFACE <br />i <br />r <br />4840 - -- �t <br />i <br />48:10 <br />4820 <br />, <br />i <br />1 <br />, <br />i <br />48/0 ' <br />GOB PILE BENCH <br />, <br />4800. - <br />1 <br />- <br />r <br />i 2.0 -2.5 <br />, <br />, <br />4780 <br />i <br />4770 ,��% -- B- - <br />- GOB PILE BENCH <br />.1761 <br />4:7 1 <br />4J0 <br />!8!1!1 <br />4880 <br />4870 <br />4860 <br />1810 <br />4830 <br />48 <br />4810 <br />SECTION N - N' <br />HORIZONAL SCALE; 1" = 100' <br />VERTICAL SCALE; 1 " = 20' <br />SEE EXHIBIT -6C <br />4920 <br />-1910 <br />OHM <br />1890 <br />4t; <br />/,,. <br />18s0 <br />48.10 <br />4830 <br />4820 <br />-r 4810 <br />1800 <br />-1 17ro <br />1; ;d <br />