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I, Paul Kos, Colorado P.E. 40SU hereby certify that this <br /> drawing was rvAswed by me and that the information shown <br /> Is wmplete and accurate to the best of my knowledge. <br /> ro <br /> 1 3 3 ��� 10 L IC�� <br /> ��• Q• I J. �p� <br /> , 48 <br /> TYPICAL EARTHEN DITCH <br /> N.T.S. <br /> ro <br /> 1 1 LL <br /> 3 10 <br /> TYPICAL TERRACE DITCH <br /> N.T.S. <br /> RIPRAP 2XD50 THICK <br /> 0 <br /> a K <br /> 1 g. <br /> 3 <br /> FILTER GRAVEL 6" THICK <br /> E <br /> E <br /> U <br /> 0-4aMv> FILTER FABRIC <br /> TYPICAL ARMORED DITCH CROSS-SECTION <br /> N.T.S. WORWEST <br /> C O R P O R A T I O N <br /> 0 <br /> ROCK GRADATION TABLE TRANSIT MIX <br /> CLASS 1 FILTER CONCRETE COMPANY <br /> 4 NOMINAL DIAMETER(in) RIPRAP MATERIAL <br /> NONE GREATER THAN (in) 6 1 <br /> 20%TO 50% (in) a 0.5 FIGI IRE G-13 <br /> 50°ro TO so°i° (in) 3 #a(0.187) HITCH RACK RANCH <br /> E TYPICAL DITCH DESIGNS <br /> 100%GREATER THAN (in) 2 #10(0.08) <br /> FILTER FABRIC 8oz NONWOVEN GEOTEXTILE PK Sep os,zofs 591-4 NTs <br /> 7 <br /> . . <br /> NOTE: RIPRAP SIZES ARE TYPICAL ACTUAL SIZES WILL BE BASED ON DESIGN FLOWS AND CHANNEL GRADIENTS NORwEST F`e`�s,zols <br /> N ""°e Figure G-13 Ditch.dw <br />