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I <br />II, <br />it <br />K <br />2-YR. I~ <br />FIG. 2.8 <br />RIPRAP SPILLWAY STABILIZATION <br />RIVERSIDE BERM <br />RIVER BANK TOP <br />PROTECTION MAINTENANCE <br />PER 2.3 TRAIL <br />SIDE CHANNEL ~ TYPE GM <br />/SPILLWAY GROUTED <br />--~- RIPRAP <br />' 2 S.P.R. <br />INV. <br />TYPE MJ ~ 3~ INVER7 <br />~5~ RIPRAP ~ 3~ <br />L BURIED 4° 100' / <br />AND MAX. PITSIDE <br />VEGETATED CONCRETE CUTOFFS MAY SLOPE <br />BE USED IN LIEU OF <br />SURFACING THE ENTIRE <br />SPILLWAY CREST. <br />" Z VARIES WITH RECLAIMED USE <br />UD & FCD GRAVEL GUIDELINES 12/17/87 <br />2-22 <br />