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ti <br />(L <br />of <br />cn <br />v <br />N <br />0 10 20 40 <br />SCALE. 1 " = 20' <br />CONTOUR INTERVAL = 1 FOOT <br />6°`26 <br />LEGEND eR�s <br />5800 CONTOUR LINE <br />OtA <br />OEPRES S10 <br />FAR RUNOFF COQ -EEC \ <br />RE(_tA gER O 6421 <br />ROCK —LINED INLET CHAN <br />SEE SECTION D —D — ET 6 <br />oa CONTOURS REPR T S BPfADE <br />/ o <br />ACCESS ROAD <br />6425 <br />423 4 <br />6 22 6421 6420 _ v,f _ CO <br />424 6 6 <br />�C`��' T - <br />rciATID <br />4" DRAIN <br />SEE DETAIL o <br />3. OEEpi 3 ON SHEET 3 <br />A � 1 v <br />ERp510 N PRO EC�p <br />EN <br />- • •= - � 12 v <br />p AU`OA'R° R1PR PpH `Q <br />'' -+ • • 6414 EE SECS <br />415 S <br />6 <br />-..Y•`• . : , 6418 <br />_ 6416 <br />% ..Y, 6417 :. <br />64 418 ti. ; 6417 <br />_ 6.420 9 : -,: <br />12" LAYER <br />ANGULAR RIP AP <br />�g 6418�; <br />64 6417 <br />6 , <br />61�� �� PERMIT BOUNDARY \6415ti^� 7`6R�,•{ <br />►3�3 a . <br />JREVISION DATE 3/26/2013 ORAwN gy RLC DALE 9 2012 M"nnnor • 2350 G Road RETENTION POND 50: GRADING AND DETAILS <br />REVISION CJ RLC °"7E 5/26/2°'3 ° gy °"� ° 22 2012 (Design Group Inc. Grand Junction, Co. 81505 DRAINAGE DESIGN PLAN <br />REVS N ®— DATE CHECKED BY PNO DATE 9122/2012 Phone: (970) 241 -7125 <br />Fax: (970) 241 -7852 COTTER CORPORATION MINE LP -21 smr 5 of 7 <br />