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1 2 7 8 <br /> 5880 <br /> 5840 <br /> 5800 <br /> 5760fr- <br /> 1 <br /> 5720 _ 1.5 <br /> 5680 --- --. - -. — 2j <br /> D <br /> 5640 2 ,EXISTI ;1. .• LIMITS OF <br /> 1 NSTR <br /> 5600 CO UCTION <br /> _. - 2 NG. 40.80 ACRES .' <br /> 5560 POND <br /> s�20 <br /> 5520 <br /> 5480 <br /> 5440 5555.0 FL <br /> 320 280 240 200 160 120 80 40 0 40 80 120 160 200 240 280 <br /> � 5�5 <br /> I ' <br /> SECTION <br /> NTS - I <br /> u <br /> \ �` .+ ✓ <br /> 31 <br /> g tom', 7,2 <br /> a, <br /> �t <br /> a <br /> - <br /> p <br /> SEDIMENT SCOUR o� o 2403 LF ± "V" DRAINAGE <br /> m CONTROL BERM i tDITCh W Trt BERM @ 9 57% t 6 <br /> 0 BERM 1.5 - • r �, .. <br /> E 1 <br /> m k <br /> N <br /> 8.00' 10.00' <br /> EXISTING Y 7 <br /> GRADE <br /> SECTION .. ..,_ <br /> SEDIMENT CONTROL & SCOUR BERMS <br /> 3 is <br /> � NTS <br /> I � <br /> x <br /> x <br /> EXISTING--\ <br /> u GRADE <br /> j VARIES 2.00' 4.50' VARIES <br /> l+y. <br /> 0 <br /> o - <br /> 5 L5 1.5 <br /> EXISTING - <br /> w <br /> GRADE <br /> 0 <br /> Aft <br /> 10 <br /> .55 <br /> D <br /> SECTIONRR <br /> "V" DITCH & BERM <br /> NTS - 0 100• 200, <br /> SITE GRADING PLAN <br /> 0 1' 2, FILENAME EXH-G.dvg <br /> SCALE 1'=100' <br />