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2,1 <br />l <br />� <br />�OADREALIGNMENT <br />FILL AREA <br />- - - <br />\ <br />P.ROPO <br />TYPE 2 RIPRAP <br />SEE DRAWING C1-5 <br />I FOR GRADING PLAN 7�,v <br />TYPE 2RIPRAP <br />�,\ <br />06 ------ <br />1'51 <br />I <br />RIPRAP PROTECTION TO BE PLACEq IN <br />" <br />5 <br />CHANNEL UPSTREAM AND DOWNSTREAM <br />FROM CULVERT AS DIRECTED BY Er GINEER <br />\ <br />PROPOSED 36" CULVERT WITH <br />FLARED ENDS <br />INVERT IN EL. 85391 <br />INVERT OUT EL. 85381 <br />TYPE 2 RIPRAP <br />TYPE 1 RIPRAP <br />e <br />� <br />esr5 <br />PROP P CHANN <br />\� <br />6+10 TO STA 6+90 <br />e <br />E DETAIL A, DRAWING C11-6 <br />\ <br />PROPOSED'; NORTH ACCESS ROAD <br />8610 <br />,-,'_,,-f <br />SEE PROFILE DRAWING C1-4 <br />I <br />'\ <br />\ <br />8605.--� <br />— <br />asgs <br />- <br />...,,( <br />PROPOSED DROP STRUCTURE', <br />8 580 <br />TYPE 2 RIPRAP <br />\ GROUTED <br />1.5'1 <br />�- <br />SETAILS C AND D <br />ROCK GRADE <br />VRAWING C1-6 <br />\ <br />CONTROL SECTION <br />SEE DETAIL B <br />DRAWING C1-8 <br />�\ <br />TYPE 2 " <br />\ <br />TYPE 3 <br />RIPRAP— <br />RIPRAP <br />TYPE 2 <br />e�S <br />o RIPRAP <br />lis <br />\ <br />5:1 657s <br />RIPRAP LEGEND <br />i <br />\ <br />^� <br />/,. <br />PROPOSED SOUTH ACCESS ROAD <br />SEE PROFILE RAWING C1-4 \ <br />�� <br />� <br />l "/ <br />®o TYPE 1 RIPRAP, THICKNESS 36" (TYP.) <br />TYPE 2 RIPRAP, THICKNESS 24" <br />� <br />2:1 <br />� i �yg6 <br />(TYP.) <br />TYPE 3 RIPRAP, SEE DETAIL B, DRAWING C1-6 <br />TYPE 2 RIPRAP GROUTED NO ROAD BASE, THICKNESS 24" (TYP.) <br />/ / \ <br />_- / <br />RIPRAP TO BE PLACED WITH TOP OF RIPRAP 12-INCHES <br />TYPE 2 RI <br />BELOW FINISHED GRADE AND TO BE OVERLAIN BY 12-INCHES <br />\ <br />1.5:1 NO ROAD BASE <br />GRANULAR MATERIAL FOR DRIVING SURFACE. <br />SEE DETAILS C AND D. DRAWING C1-6 <br />PROPOSED 24' CULVERT WITH FLARED ENDS <br />1,51 <br />INVERT IN EL. 85713 <br />�\ INVERT OUT EL. 8569± <br />.� <br />S A E12" - 24'D' P SWALES P ND PLACE <br />TYPE <br />TYPES <br />\. <br />PROPOSED 24CULVERT WITH FLARED <br />TYPE 2 RIPRAP FOR DRAINAGE -` <br />' <br />sr.ALE IN FEET" <br />INVERTIN-BL_@576± <br />/ \ <br />- <br />" INVERT OUT EL. 85i6tf-- <br />REFERENCE <br />NO. <br />REVISIONS BY DATE <br />ISSUED FOR <br />ISSUED BY <br />PROJECT NO.: <br />MBO 0.077M <br />SAN LUIS TAILING FACILITY <br />- <br />BATTLE MOUNTAIN RESOURCES, INC.SCALE: <br />DATE: <br />12M/2015 <br />SOUTH DIVERSION DITCH IMPROVEMENTSZL <br />m <br />� <br />AS SHOWN <br />REVISION <br />P.O. BOX 310 <br />DESIGNED BY: <br />WRK <br />RIPRAP PLAN <br />DRAWING NO. <br />SAN LUIS, CO 81152 <br />DRAWN BY. <br />TGB <br />C1-3 <br />- <br />- <br />Miller Geotechnical Consultants <br />CHECKED BY: <br />DJM <br />AT DROP STRUCTURE <br />57T <br />- <br />- <br />APPROVED BY: <br />OJM <br />- <br />2°9 <br />