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<br />F <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 />' I RIPRAP <br /> <br />j '• jg' 3 `-ll <br />t I ~. <br />' <br />INV. J <br />M N 2' <br />3 S.P. R. <br />. <br />~ INVERT <br />~5~ RIPRAP g~ <br />~ BURIED 4" 100' / <br />AND MAX. PITSIDE <br />VEGETATED SLOPE <br /> CONCRETE CUTOFFS MAY <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 />