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7 2 3 4 5 6 7 8 <br /> 5880 _ 5880 <br /> 5840 5840 <br /> 5800 —--— 5800 :, , \ <br /> 5760 <br /> 5760 <br /> 5720 1.5 .. - 5720 - a <br /> ssao 5680 cur SLOPE 1 .. OR\\�F. .:: , - :� m 'e "�► .~ ---- --- <br /> ;. <br /> 5640 2 5640 JRP\\J 553C <br /> LIMITS OF <br /> 5600 - 5600 ` II �� CONSTRUCTION <br /> 2 <br /> ' —40.80 ACRES� --- <br /> 5560 5560 '`.i:7°' - "'""" +� POND <br /> V <br /> 5520 — \_ 5520 <br /> FILL SLOPE �„_/ 2015 LF f TOE OF SLOPE— <br /> 5480 - 5480 SEDIMENT CONTROL AND <br /> SCOUR BERM <br /> 5440320 280 240 200 160 120 80 40 0 40 80 120 160 200 240 280 320 360 400 440 480 5205440 <br /> SECTION 55� <br /> NTS — 0 <br /> 5620 <br /> 25 <br /> 5-3 <br /> \ 5650 <br /> MENNNEIII&I <br /> 5 <br /> F " <br /> SEDIMENT SCOUR " 1122 LF f 'V" DRAINAGE <br /> w CONTROL e, \ 2647 LF t Y DRAINAGE <br /> {� DITCH WITH BERM m 21.84% 1 <br /> BERM �i yam' <br /> 0 1r � �-- ���� � CH WITH B O 9.57X <br /> Y <br /> 3 0� BERM - B <br /> Y <br /> a 2 2 Q <br /> 10' 29' 5�65 <br /> EXISTING ,,;- Al " <br /> GRADE <br /> SECTION <br /> SEDIMENT CONTROL & SCOUR BERMS <br /> NTS - <br /> a <br /> 1, <br /> 2' 6' VARIES <br /> c VARIES <br /> 2 2 2 <br /> it i �1 1fmum <br /> A <br /> i <br /> I EXISTING <br /> i EXISTING GRADE <br /> a - GRADE <br /> SECTION / <br /> - o <br /> "V" DITCH & BERM <br /> NTS <br /> o goo zoo' <br /> 3 m a ,.. 5785.1 FL <br /> AGGREGATE INDUSTRIES SITE GRADING PLAN <br /> LYONS QUARRY <br /> RECLAMATION PROJECT <br /> p p" 2' FILENAME',EX!i-G ewg i <br /> SCALE 1"=100 <br />