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~~ ~`~ <br />BIN WALL- <br />Iq5 REWIRED <br />BY DRAWINGS) <br />w LocpnDN o <br />20'-0' ROpp TO FOETAL i-0' <br />24 -0" hl]ED TO SHOP WgREHOUSE •N. R. <br />24-0" _ <br />ROgO TO MINE OFFICE LOT 'N R, <br />16''O~ ROAD TO FONDER MAGAZINE •N. R. <br />Ifi -0' flOAp TO HATER STORAGE TANK I -0 <br />Ifi -0'~ ROAD TO SUBSTATION I-V" <br />Ifi-0' _ __ <br />ROAD TO FW°I N.F. <br />•NR -NO DITCH REWIRED <br />I <br /> <br />6MWLOER <br />I'I SLOVf IS FOR REigINING WPLL LAf2TpH4 01LY. <br />(VSE 3'~1 ROPE IM PLC-}OTTER LMATION51 <br />) <br />~~ <br />13MOTCRETE LINFD DITCH <br /><"(11 (TYP.1 <br />z'-o" <br />,iBEE MCCAOAM SiFICTVRAL !FLTION DEIgIL <br />(PRO.ECT No. MG-02-00 SHEET C-010) <br />~;-GUARDRNL DETgR <br />I6EE PRWECT No. hw-02-II <br />j SHEET C-WB) <br />I r / <br />I 1 1 -I /-~ nom- <br />I }I- -/ - RIN WALL <br />~~~ (AS REOUIREC <br />~ By Dggww6sl <br />) `I ~_ <br />\ q~ 4:5)de.P <br />~~ '~ 1 <br />STANDARD CROSS SECTION <br />FOR <br />MINOR ACCESS ROADS <br />SCALE ~ I" • 5'-0'~ <br />1 <br />INLET STRUCTURE AT ACCESS ROAD STA. 58+89.0 <br />SCALE I"•D-0° <br />TO OEWpTERING <br />OUTLET STRI¢' <br />~~~" ID <br />I <br />BIN WALL STRUCTUPAL ELEMENTS TO BE OMITTED <br />WHERE NECESSgRT TO ALLOW FOR PLACEMENT OF <br />BOTH CMP S. ALLOW p MINIMUM OF 10 FOOT CLEAP <br />BETWEEN BIN WALL AND PIPE. CONSULT BIN WALL <br />MNJUFALTURER AND FIELp ENGNEER <br />.TYP BIN WPLL LINE <br />ELl 64DD,5 11 / <br />L ~~ <br />INVEFT EL=6600.0/ ~ , s~~~ s a/ CONSTRUCT TEMPoRARY CHANAEL TO <br />INLET STRUCTURE M~ ~ DAYLIGHT WRING ROAD CONSTRUCTION. <br />(SEE DETAIL THIS SHEET) \~ IN3TpLL WTFpLL PIPE TO MB"I WRING <br />LS ~ CONSTRULTON Lf FONDS <br />INVEFF, EL.; 6391/ ~ I <br />I <br /> <br />A SECTION <br />II II KALE 3/8~=1-0~ <br />- °'M MOUNT GUNNISON <br />J.P ai~2i$ GUN_NSON COUNTY, COLORADO <br />DAe t! 1 0 •' MERRICK AND COMPANY ~~ <br />OENVER~ COLORA00 AHCO Coal Company ~~ SITE PREPARATION DETAILS <br />0 I\::~r MYMMPMIkILkM4MCa^MRIY <br />Op F. Or :OV'~ PrAleo Ne. 103-33]60 <br />12-15-60 SUBMITTED APPPOYFO <br />1 I <br />SHOTWETE LINED DITCN~ <br />I <br />I <br />) <br />O <br />n <br />O <br />12" 0 CMP <br />Fd 23.3 <br />T•_Q.. y,I <br />5 -0" B 6 1 <br />N <br />PREFP A. PLUN. M <br />II6" O.C )H <br />LINED DITCH <br />FRONT FACE OF BIN WqL/ <br />MOVE BIN WALL TO FACILITATE <br />CULVERT PLACEMENT <br />PLAN VIEW `\ // <br />/ <br />~ STA. 58+09.0 \~/,! <br />I <br />INLET STRUCTURE <br />SCALE -3/(1~•I-0" <br /> <br />.. pU <br />~ <br />I 21'O~ __ <br />-TVPEII BIN WALL DISTANCE FFO D CENTERLINE <br />6 9" <br />~6" Iti~ 3 -O" I~b 8 <br /> <br />~ FILL CHANNEL TO TH OF BO% WITH <br />~ <br />P <br />5~ <br />~ <br />~ EW ~ SHOTCRETE f5 BNO <br />~ <br />~ <br />1 <br />1' . 600].6] ~v TO OF ROAD <br />_~ <br />I. °. n <br /> ~ <br /> (A I6"SMIN <br />LpP EENGTH•IB") <br /> <br />Ty - --2'-0" w 3'-0' OPENING IN EPST <br />_ _ <br />EL 6605.0 AND WEST WpLL3 ON INLET <br /> <br />` °9 (x116" ` <br /> t <br />lI L <br />1 <br />~ Fuv EL•6400,5_ <br />+ <br />I <br />Q ~~ 6 <br />EO ~ \42 0 <br />l <br />BOTT M <br />1RWN0 <br />' • <br />CMp . <br />on2 <br />3 <br />% <br />3 <br />1 <br />P4 (d 10 EW %` <br />' <br />IM/EL.= <br />`a <br />_ <br />~ 6 <br />F900 0 <br />r <br />EI'B~ <br />3'-,0~ E 12~MIN. OF GRpNULpF SUBGgpLE;MpTERIpL <br />(I ~ <br />, . <br />COMfCCTEO TO 95:4 OF 3TANDARD PPCCTOR <br />T-4 OEN9ITT IASTM 0-690) /~ <br /> <br />AS SHOWN <br />)JELT N0. <br />MG-02-00 <br />LW ING N0. B[V PAGE <br />C -011 13 <br />