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TAILS THICKENER <br /> i NEW REAGENT BUILDING <br /> FILTER BUILDING % <br /> \ <br /> \ <br /> i <br /> ' \\ <br /> a BATTERY BUILDING <br /> N` <br /> r <br /> b OFFICE <br /> BUILDING 'X --- <br /> X / <br /> N � MAINTENANCE . ' <br /> a <br /> TUNNELS '. \ ...... . <br /> AIR . <br /> a COMPRESSOR X <br /> BUILDING <br /> S <br /> MILLING/CONCENTRATOR TUNNEL <br /> S <br /> m <br /> m \ <br /> 1 <br /> rn <br /> I <br /> o \ <br /> m DECLINE <br /> N <br /> CRUSHING AREA <br /> — — <br /> ., PIPE TUNNEL <br /> m a FINE ORE BIN TUNNEL <br /> a, <br /> rn _ <br /> ROD MILL AREA <br /> I o <br /> m r _ <br /> ORE DUMP AREA <br /> 3 <br /> m u <br /> DO Up <br /> �o'r'r'aii�,ti Fo <br /> THE DESIGN DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED <br /> m ' %3 PEOt)52024 UTILIZING SPECIFIC MAKES AND MODELS OF EQUIPMENT. IF THE FINAL <br /> in EQUIPMENT SELECTED FOR CONSTRUCTION DIFFERS FROM THE <br /> EQUIPMENT USED FOR THE DESIGN, THE CONTRACTOR IS RESPONSIBLE <br /> ;'`.�? FOR THE ENGINEERING AND DESIGN OF MODIFICATIONS REQUIRED FOR <br /> 1 PLAN: OVERALL SITE 9 ss�`�°z" A COMPLETE <br /> AND <br /> DEREQUIREMENTSFUNCTIONAL <br /> INSTALLATION THE P AND <br /> FOR ENSURING THAT <br /> ISSUE10 FOR CONSTRUCTIO <br /> Project Office: AS SHOWN PROCESS PLANT UPGRADES BARR PROJECT No. <br /> N CLIENT 1417 /2B/I7 - - - Scale <br /> $ CONSTRUCTION ——— 7B 17— — —— BARR ENGINEERING 00. ° 3/15/17 06 46-1 001 <br /> w a —BARR 170 SOUTH MAIN STREET Drown DAK OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. <br /> SUITE 500 Checked <br /> — ————— — SALT LAKE CITY, UT 84101 PGJ OURAY, COLORADO GENERAL ARRANGEMENT <br /> 0 K DSM DSM 4 28 17 ISSUED FOR CONSTRUCTION A B C O 2 Corporate Headquarters: Ph: 1-800-632-2277 Designed DAK/DTJ DWG. No. REV. No. <br /> 9 0 DA 3 RELEASED Minneapolte,Minnesota Fax:(952)832-2601 SITE PLAN <br /> c3 NO. BY HK APP DATE REVISION DESCRIPTION TO/FOR DATE RELEASED Ph: 1-800-632-2277 ww..b.,carn Approved DSM 100—GA-001 1 0 <br />