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1 2 10 11 12 13 <br /> 12'-0" 55'-7" 10'-1" 8'-4" 11'-4" <br /> A — —A - <br /> D <br /> CRUSHING AREA _I <br /> tl PUMP _ - - - - -- - --- I 020M-PSU0S-0 <br /> o <br /> �I -- ----._. ! -- + I o <br /> j --- --.- - <br /> -- <br /> _T — — <br /> 11T M <br /> I <br /> ,.�. ......... - __..____ ............... ................ _-___'-_ ...__ ............ __-_ _..._.. ............... u - _- .:y <br /> FF <br /> _J o <br /> 10 <br /> '7--t <br /> N <br /> e _ _ z <br /> z <br /> o <br /> to <br /> CRUSHING AREA ---- --- JI - Iw <br /> �L SUMP PUMP ----- _ z <br /> -- <br /> JL <br /> o IL <br /> X"-SDRX-XXX CRUSHING AREA SUMP PUMP LINE FIELD ROUTED BY OWNER <br /> ---- I <br /> 200-PPS-01 <br /> X"-SDRX-XXX CRUSHING AREA SUMP PUMP LINE FIELD ROUTED BY _ - ---- <br /> a _ <br /> F Q <br /> u OWNER <br /> 1 <br /> X-SDRX-XXX PAN FEEDER AREA SUMP PUMP LINE FIELD ROUTED BY OWNER <br /> — — -- — E-. <br /> 0 <br /> a <br /> 3 <br /> I I <br /> 1 <br /> I <br /> 0 <br /> I 7tL� <br /> PAN FEEDER AREA SUMP PUMP PIPE/ / l <br /> i <br /> 1 <br /> i <br /> n - -__— <br /> PAN FEEDER AREA <br /> SUMP PUMP <br /> i <br /> 200-PPS-04 <br /> n c ." - NOTES �Pp00 UCFN <br /> 1. PIPING IS SHOWN SCHEMATICALLY AND SHALL BE FIELD ROUTED BY �o�e�Tr MiC�sFo <br /> n o <br /> CONTRACTOR TO AVOID INTERFERENCES WITH EXISTING AND NEW EQUIPMENT is '" <br /> AND FACILITIES. <br /> PEOD5202 <br /> E `` 1 PLAN: PROCESS PIPING 2. REFER TO PIPING SPECIFICATIONS FOR MATERIALS OF CONSTRUCTION, VALVES, PIPE LEGEND 9 <br /> INSTRUMENTS, ETC. SLURRY <br /> o. r 3. VALVES, INSTRUMENTS, ETC. SHALL BE LOCATED PER THE P&IDs AND IN -————-PROCESS WATER <br /> THE DESIGN DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED COORDINATION WITH OWNER. ----FRESH WATER <br /> m N UTILIZING SPECIFIC MAKES AND MODELS OF EQUIPMENT. IF THE FINAL <br /> EQUIPMENT SELECTED FOR CONSTRUCTION DIFFERS FROM THE 4. PIPE SUPPORTS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL MEET GLAND SEAL WATER <br /> N EQUIPMENT USED FOR THE DESIGN,THE CONTRACTOR IS RESPONSIBLE MAXIMUM SPAN REQUIREMENTS AS GIVEN IN LATEST EDITION OF ANVIL PIPE —._.—AIR <br /> FOR THE ENGINEERING AND DESIGN OF MODIFICATIONS REQUIRED FOR HANGER CATALOG UNLESS OTHERWISE SPECIFIED. CONSIDERATION SHALL BE <br /> i 9 A COMPLETE AND FUNCTIONAL INSTALLATION AND FOR ENSURING THAT GIVEN TO EXTRA WEIGHT ADDED BY VALVES OR OTHER IN-LINE COMPONENTS. ISSUED FOR CONSTRUCTIO <br /> i r3 THE PERFORMANCE REQUIREMENTS OF THE PROJECT ARE MET. <br /> $ CUENT 2e 17 ——— Project OfFce: Saale AS SHOWN BARR PROJECT No. <br /> 3 9 BID MY <br /> R ENGINEERING CO. DOSO a/a/,7 06 46-1001.00 <br /> g Co"srRUCno" — — — ss n — no SOUTH MAIN STREET Drawn REVENUE VIRGINIUS MINE- - - - BARR DAK OURAY SILVER MINES, INC. CLIENT PROJECT No. <br /> SUITE AKESALT LAKE CfTY, Ui 84101 CheekedPGJOURAY, COLORADO PIPING — PROCESS <br /> 0 DAK PGJ DSM 4 28 17 ISSUED FOR CONSTRUCTION A B C D � Corporate Headquarters: Ph: i-800-632-2277 Designed AMB3/JAK3 DWG. No. REV. No. <br /> NO. BY HK APP DATE REVISION DESCRIPTION TO�� DATE RELEASEDMinneapolis,032-277 Fax: <br /> w bar6r,cem632—z6D, Approved DSM DUMP POCKET AND CRUSHER AREAS <br /> 200—MP-002 0 <br />