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FIG. 2.4 <br />JETTY SLOPE PROTECTION <br />~5~ ro 25 3L <br />L.\5~,25~ ~, <br />CHANNEL <br />BE D <br />5' <br />~;,..,.. <br />s' <br />;A ALL RIPRAP SIDE <br />/SLOPES ~a 2 ~ I <br />- - ~p.90•-135° <br />FLOW <br />SECTION B- B <br />10' <br />-~.: <br />3' THICK TYPE <br />H COVER <br />/ solL a ~ <br />.--RUBBLE CORE-+ <br />SECTION A-A <br />TOP OF <br />RIVERSIDE <br />BERM <br />4, <br />('FREEBOARD <br />15' TO 25~ <br />10 Y R, W.S. <br />2 <br />2YR.~ S S i~ <br />CHANNEL CED <br />~i.7~i 5• <br />~~Y// <br />5%/ <br />UD & FCD GRAVEL GUIDELINES 12/17/87 <br />//~ <br />i <br />_i <br />TYPE H RIPRAP <br />TOE OF <br />SIDE SLOPE <br />M <br />U <br />Z <br />m <br />a <br />^ <br />^ <br />2 <br />0 <br />W <br />Q <br />Q <br />3 <br />H <br />Z <br />D <br />2-12 <br />