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VARIES <br /> SIDE CHANNEL SPILLWAY <br /> 2 GRAVEL ROAD 1�1 <br /> " p N <br /> 01 <br /> RIVERSIDE TYPE L SOILRIPRAP �� t � <br /> 4' � - P o 4 d . 3 PITSIDE " opE <br /> o P a , o M O <br /> 5 ,-. 1 oo v <br /> Co <br /> d, <br /> �` b CONCRETE CUTOFF �• Q O X c <br /> D50 = 18 0 7 WALL TYP P C' b TYPE H 1RIPRAP > O LL <br /> TYPE H RIPRAP ( ) , <br /> 3' > "'N <br /> P P P P J <br /> 3 pvLo <br /> 1 � LLo <br /> P O O a P a <br /> EXTEND RIPRAP TO BEDROCK OR a. <br /> Coa <br /> RIVER'S THALWEG o 0 0 o TO 3' BELOW PIT BOTTOM » <br /> W' <br /> 5 � <br /> O O p <br /> 3 <br /> 3 <br /> SECTION VIEW <br /> TOP OF BERM 215' i *= <br /> � N <br /> X co <br /> 1 SIDE CHANNEL SPILLWAY 2' a W U <br /> ,L' N <br /> _ '0 <br /> O > P O � PO P P P P P '�/1/�.J,P_ <br /> Sof✓ ( J C� Q< Jam!{ `j<< 1t � aJ �� W <br /> P P P P �P P P P a P P o P P P P P P P P P Po o CP P <br /> • <br /> P a O P O P <br /> RIVER'S THALWEG P <br /> O <br /> �^�{ <br /> 5' <br /> 1 O P O P O <br /> RIVERSIDE VIEW <br /> TOP OF BERM 215' o <br /> .a <br /> 1 SIDE CHANNEL SPILLWAY 2 Z o <br /> O <br /> P O " O P P O P O W <br /> '4 h <br /> P P P P O P O O P P P 6 P OPA <br /> O P O O O P P P O P P p t <br /> O O P O P P O O O P P P P O P �P O P P P P P b O P P O P p m <br /> a <br /> m <br /> Arl <br /> iz <br /> A P Z <br /> LL <br /> am <br /> s <br /> A <br /> J&T CONSULTING, INC. <br /> s <br /> EXTEND RIPRAP TO BEDROCK OR <br /> w <br /> PITSIDE VIEW TO 3' BELOW PIT BOTTOM <br /> a <br /> a <br /> m <br /> e <br /> dob# 16116 <br /> m Date 5.15.17 <br /> a <br /> C Drawn sv WSS <br /> Des' ned By. TPY <br /> g RIPRAP LINED SIDE CHANNEL SPILLWAY Ci,e*OA JCY <br /> N.T.S. File JT-Reclamation <br /> Scale 1"=200' <br /> a <br /> Sheet: Ot <br /> 2 2 <br />