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r~ <br />FIG. 2.1 <br />TYPICAL MINIMUM <br />MAINTENANCE ALIGNMENT <br />I" =SOO' <br />LEGEND _ <br />RIVER BANK PROTECTION <br /> <br />Z~I <br />~ ~- <br />fNZ~J <br />O JW `I~ <br />U ^--~ <br />CHANNEL ~ <br />TOP OF SLOPE <br />TOE OF SLOPE <br />t-- ~ <br />,~, <br />450' OR "L~~ <br />WHICHEVER IS <br />GREATER <br />•ARMORING OF <br />CROSSING PER <br />2.1.2 <br />VEGETATED \ <br />BANK PROTECTION <br />PER 2.2-~ <br /> <br />RIVER BANK <br />PROTECTION <br />PER 2.3 <br />- 8 ~f,NG ~ Ct.~ <br />MEPgJ~E~ PEON <br />~M~P <br />UD 8 FCD GRAVEL GUIDELINES 12/17/$7 <br />U <br />Q <br />^ <br />^ <br />2 <br />0 <br />2 <br />W <br />Q <br />3 <br />f <br />0 <br />2 -4 <br />