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• <br />FREEBOARD <br />I2~ i / 21 <br />e <br />TYPICAL CHANNEL SECT/ON <br />• <br /> <br /> <br />DITG/ <br /> <br />S£CT/ON OES/~ <br />FLOW <br />/CFS/ BOTTOM <br />WIDTH <br />B//L/ <br />MANN/NGS <br />N CHANNEL <br />SLOPE <br />/X/ FLOW <br />DEPTH, <br />D/FT/ <br />VELOGTY <br />IFPS/ M/N. <br />FREEBOARD <br />/FT/ RIPRAP <br />D50 <br />//NG4ES/ <br />CD-I A 4.51 0.5 0.03 5.00 0.59 4.4 0.3 NR <br /> B 4.31 0.5 0.03 15.00 0.46 6.7 0.3 12 <br /> C 4.51 0.5 0.03 0.50 0.97 1.9 0.3 NR <br />CD-2 3.39 0.3 0.03 5.00 0.52 4.1 0.3 NR <br />CD-3 2.09 0.5 0.03 0.03 1.26 0.5 0.3 NR <br />~cccss A 3. B9 4.0 0.03 9.60 0.21 4.3 0. 3 NR <br />ROAD <br />aiiECrio <br />8 <br />8.74 <br />4.0 <br />0.03 <br />2.30 <br />0.40 <br />4.5 <br />0.3 <br />HR <br />prtce <br />C <br />27.30 <br />5.0 <br />0.03 <br />6.30 <br />0.64 <br />6.B <br />0.3 <br />9 <br />NR ~ RIPRAP NOt RE OUIRED <br />DES/GN RESUL TS <br />NOTE: REFER TO MAP 20, DRAINAGE AND SEDIMENT CONTROL <br />PLAN FOR DITCH LOCATIONS. <br /> <br />SED/MENT COLLECT/ON DITCHES - DES/GN DETA/L <br />F/GORE 2 <br />DwG <br />95 R <br />