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FIG. 2.10 <br />SOIL CEMENT SPILLWAY STABILIZATION <br />RIVER BANK <br />PROTECTION <br />PER 2.3~ <br />RIVERSIDE BERM <br />TOP <br />~PITSIDE <br />~ SLOPE <br />i~ Z <br />~I <br />2 SOIL <br />-11 CEMENT <br />'• 12' <br />SPR <br />I N J' . <br />3' <br />L 8" TYP <br />I <br />20' __, <br />10' MAINTENANCE <br />TRAIL <br />~`' Z VARIES WITH RECLAIMED USE <br />UD 8 FCD GRAVEL GUIDELINES 12/17/87 <br />2-25 <br />