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<br />FIG. 2.9 <br />CONCRETE SPILLWAY STABILIZATION <br />TYPE M RIVERSIDE BERM <br />VEGETATED RIPRAP <br />RIVER BANK TOP 10` WIDE <br />PROTECTION MAINTENANCE <br />PER 2.3~ TRAIL <br />15` i `~I` FREEDRAINING <br />2-YR I~ ~ T - BEDDING <br />•. THICKNESS TO BE . ~~ 3'~"Z <br />DETERMINED BY II ~I <br />IN~_ STRUCTURAL DESIGN INV.'. <br />I' FREEDRAINING 100` 3I ' <br />BEDDING MAX. _!__~ . <br />PITSIDE '/ <br />SLOPE ~ <br />" Z VARIES WITH RECLAIMED USE <br />UD 8 FCD GRAVEL GUIDELINES 12/17/87 <br />U <br />2 <br />m <br />Q <br />^ <br />^ <br />0 <br />W <br />Q <br />3 <br />F <br />0 <br />2-24 <br />