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FENCE <br />ESM TB <br />5.0' , 10.0' <br />MAINT. <br />RDWY <br />2% _ <br />1/4" GRAVEL/ <br />EXIST NATIVE SOIL <br />Govt. S004. /gm,);L <br />10.0' 2 0.0' 10.0' <br />MAINT. <br />RDWY <br />6" CL II A.B./ <br />EXIST NATIVE SOIL <br />SECTION A -A <br />MAINTENANCE ROADWAY <br />1"=10' <br />39.5' TE <br />INTERIOR SLOPE <br />1/2" BERMUDA SEED/ <br />18" COMPACTED SOIL <br />(95% RELATIVE SUBGRADE <br />COMPATION) <br />96.7' <br />BASIN BASE WIDTH <br />MEANDERING <br />FLOW LINE CL <br />_ VARIES 16.0'-65.0' <br />U <br />SECTION B -B <br />DETENTION BASIN <br />1"=10' <br />10' <br />MAINTENENCE <br />ROAD o. <br />26' <br />#4 AT 18" OC <br />EACH WAY <br />10' <br />QROFESS/pN <br />o. 4 P <br />EXP.03-31-08 � <br />F <br />0C <br />MAINTENENCE <br />�U-.R 0 A D <br />. <br />A- . <br />6" PCC/ <br />10"AB <br />SECTION <br />EMERGENCY <br />NTS <br />TE 39.5' <br />_I_ -- <br />INTERIOR SLOPE <br />SPILLWAY <br />FENCE/ <br />TB 10.0' PL 2.0' <br />MAINT. <br />RDWY <br />_ 2% <br />1/2" BERMUDA SEED/ <br />18" COMPACTED SOIL <br />(95% RELATIVE SUBGRADE <br />COMPATION) <br />1/4" GRAVEL/ <br />EXIST NATIVE SOIL <br />DETENTION BASIN AND OUTFALL DETAILS <br />P-8 <br />N <br />N <br />0 <br />N 0 <br />N <br />Wim <br /><X <br />as <br />U <br />W <br />Q ON <br />Z <br />AMM <br />LO _w u N <br />U <br />O�� <br />N <br />W <br />Z <br />O <br />d <br />Q <br />Z <br />crO <br />W LL <br />� <br />J Q <br />O U <br />O~ <br />= U <br />U Z) <br />F— <br />co <br />Q Q J z <br />a Q <br />Z L Q <br />~ W O <br />w <br />w W 0 Q <br />> J cl) <br />O Wcr LL <br />Q <br />} Z O <br />F- W z z <br />� <br />= Q O <br />O Q m <br />z <br />O <br />W z <br />W <br />J F— <br />z <br />W <br />0 <br />Q Y <br />O <br />V) <br />�0 <br />w oil <br />Z O <br />co M <br />I <br />O <br />F <br />,n <br />:0 <br />0 <br />CD <br />0 <br />N <br />U <br />V) <br />0 <br />N <br />0 <br />0 <br />N <br /><v <br />U <br />O <br />fl_ <br />CL <br />