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04 <br />N <br />Co <br />U-) <br />C/) <br />1 C) C; <br />PEN 00 C:) Q <br />Q) 0 M <br />D <br />C: <br />LL Z3 <br />> <br />0 <br />0_ N <br />C14 <br />150' MIN. > <br />00 <br />0 <br />SIDE CHANNEL SPILLWAY Lo Li- C5 <br />C) Co <br />3' Co a <br />GRAVEL ROAD <br />D50 = 9" <br />RIVERSIDE TYPE L SOIL RIPRAP <br />C5 P I T S I D E �'' <br />4 3 <br />A4 4 <br />5 <br />1.5 <br />D50 18" 4 CONCRETE CUTOFF D50 18" <br />4 4 TYPE H RIPRAP <br />WALL <br />TYPE H RIPRAP (TYP) <br />3' <br />3 <br />EXTEND RIPRAP TO BEDROCK OR <br />RIVER'S THALWEG <br />TO 3' BELOW PIT BOTTOM C15 <br />�� �� SECTION VIEW u- <br />0 <br />5 C15 <br />1E E <br />CL w X CZ <br />CC <br />3' <br />lur Or BERM" <br />TOP OF BERM <br />RIVERSIDE VIEW. <br />o a <br />I <br />1 0 1 -4wo a a-*- a— v I A— v v <br />TO 0 t:5LLUVV 1-11 BOTTOM <br />RIPRAP LINED SIDE CHANNEL SPILLWAY <br />N.T.S. <br />E{VED <br />saAMATION <br />SAFE( <br />C: <br />0 <br />4.1 <br />C) 1 0 <br />U) <br />z <br />0 <br />w <br />❑ rn <br />CC) <br />Z <br />J&T CONSULTING <br />Job # 18114 <br />Date 4/4/19 <br />Drawn By BDC <br />Designed By TPY <br />Checked By icy <br />File JT-Minin <br />Scale 1 200'+ <br />Sheet: Of: <br />3 4 <br />