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FIG. 2.8 <br />RIPRAP SPILLWAY STABILIZATION <br />RIVER BANK <br />PROTECTION <br />PER 2.3 <br />2-YR. <br />!5' <br />L <br />I' <br />RIVERSIDE BERM <br />TOP <br />SIDE CHANNEL <br />SPILLWAY / <br />MAINTENANCE <br />TRAIL <br />TYPE GM <br />GROUTED <br />RIPRAP <br />~~ <br />_I~ <br />S.P.R. <br />INVERT <br />TYPE MJ ~ ~ <br />RIPRAP 3 <br />BURIED 4° 100' <br />AND MAX. <br />VEGETATED CONCRETE CUTOFFS MAY <br />BE USED IN LIEU OF <br />SURFACING THE ENTIRE <br />SPILLWAY CREST. <br />" Z VARIES WITH RECLAIMED USE <br />PITSIDE/ <br />SLOPE <br />UD 8 FCD GRAVEL GUIDELINES 12/17/87 <br />U <br />2' <br />0' <br />Q <br />^ <br />^ <br />Z <br />0 <br />Z <br />WW <br />F <br />Q <br />3 <br />0 <br />2-22 <br />