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A B 1 2 <br /> 14'-6" 12'-0" <br /> 8'-5 1/8" 6'-0 3/4" <br /> I` I <br /> CL PITMAN 200-CVB-01 <br /> SHAFT A A �/ I / X�i % -.�i_ <br /> , X v >� <br /> 2 / FENDvN of VA \ <br /> G <br /> \RMp3VONE O�P0.5 i <br /> BRIDGE CRANE COLUMN, N <br /> VENTILATION DUCT gR\QGE C i <br /> TYPICAL - SEE NOTE 2 1 2 <br /> -- BRIDGE CRANE <br /> c (E)200-PPS-02 1_1QI 2" /12 0\ 200-CVB-01\� \ j I.;\ SEE 2ETAILS 004 \� PRIMARY \/ <br /> SUMP PUMP <br /> 6'-0 3/4" FOR DETAILS \ CRUSHER FEED `. BRIDGE CRANE <br /> A CONVEYOR STRUCTURE - <br /> A � 1' i 1/4" TREAD PLATE >` % 200-CVB-01 SEE NOTE 2 I <br /> OVER 1 1/4" GRATING <br /> X,_, <br /> 1 <br /> \\ i 200-MC-00 i <br /> PRIMARY CRUSHER � i <br /> o ' PRIMARY CRUSHER <br /> 200-CRJ-01 <br /> 200-CRJ-01 <br /> I C/L CRUSHING, - <br /> tO o i SCREENING, AND I PITMAN SHAFT/ <br /> ROD MILLING I I CRUSHER INLET i V� PITMAN SHAFT EL. <br /> PROCESS TRAIN EL. 1065T-11 5/8" ��I 1 —— — ,�/ 1085T-11 5/8" <br /> um; I <br /> �\ --Ell <br /> - - -- --- -- 3 SHAFT PITMAN T.O. FL EL. 10656'-9 1/2" 1 1 T.O. FL. EL. 10656'-9 1/2" <br /> I <br /> aUPT.O.S. EL. 10653'-11" I � T.O.S. EL. 10653'-11" <br /> RE-LOCATED PLATFORMAND STAIRS <br /> Q, W.P. EL 10650'-11 3/18 i 1 ; W.P. EL 10650'-11 3/16" <br /> - 00-MC-004 -------- <br /> o I RE-LOCATED CRUSHER <br /> PLATFORM - <br /> I % <br /> T.O.C. EL 10646'-9" I � T.O.C. EL 10646'-9" <br /> ® NOMINALji <br /> NOMINAL <br /> a <br /> NEW CONCRETE PIER <br /> 10'-5 11/16" RE-USE DEMO CONCRETE PRIMARY CRUSHER <br /> CONCRETE PIER PIER 2ISOCHARRBGE02 NVEYOR <br /> m o o C/L CRUSHING, PRIMARY CRUSHER DISCHARGE SCREENING, AND <br /> DEMO CONCRETE <br /> a PIER ROD MILLING CONVEYOR 200-CVB-02 <br /> PROCESS TRAIN <br /> 1 PLAN: PRIMARY CRUSHER 200—CRJ-01 2 SECTION: PRIMARY CRUSHER 200—CRJ-01 3 SECTION: PRIMARY CRUSHER 200—CRJ-01 <br /> a <br /> i <br /> E <br /> m <br /> �I <br /> a <br /> I <br /> �I <br /> u NOTES: <br /> m -O 1. (E) DENOTES EXISTING EQUIPMENT. <br /> "2 E <br /> i 2. REFER TO STRUCTURAL DRAWING 200-SS-106, 107, 108 AND 109 FOR <br /> '= CRANE STRUCTURE LAYOUT AND DETAILS. _ <br /> al <br /> THE DESIGN DRAWINGS FOR THIS PROJECT HAVE BEEN PREPAREDUTILIZING SPECIFIC MAKES AND MODELS OF <br /> m N EQUIPMENT SELECTED FOR CONSTRUCTION DIFFERSF M FROM IF FINAL <br /> i 9 EQUIPMENT USED FOR THE DESIGN, THE CONTRACTOR IS RESPONSIBLE <br /> c3 FOR THE ENGINEERING AND DESIGN OF MODIFICATIONS REQUIRED FOR <br /> A COMPLETE AND FUNCTIONAL INSTALLATION AND FOR ENSURING THAT <br /> THE PERFORMANCE REQUIREMENTS OF THE PROJECT ARE MET. <br /> ISSUED FOR CONSTRDCTIO <br /> CLIENT — — — za,7 1026111 Pr°;ect Office: Scale AS SHOWN PROCESS PLANT UPGRADES BARR PROJECT No. <br /> v a BID 28 17 Date <br /> CONSTRUCTION ——— 17 —113 BARR ENGINEERING CO. 2/9/17 06 46-1001.04 <br /> 1. <br /> i 1 DAK PAIB3 DSM 11 13 2020 ISSUED FOR CONSTRUCTION ——— ————BARR 170 SOUTH SUITE 500 MAIN STREET Drown DAK OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. <br /> O.A DAK AM93 DSM 9 10 2020 ISSUED FOR APPROVAL ——— ——— SALT LAKE CITY, LIT 84101 Checked AMB3 OURAY, COLORADO GENERAL ARRANGEMENT PLAN AND SECTIONS <br /> 0 0 DAK PGJ DSM 4 28 17 ISSUED FOR CONSTRUCTION Corporate Headquortero: ph: 1-800-632-2277 Desi d DWG. No. REV. No. <br /> RELEASED A e c o o.A t 2 Minneapolis,Minnesota Fax:(952)832-260, 9°e DAK AT PRIMARY CRUSHER <br /> NO. BY CHK APP DATE REVISION DESCRIPTION TO/FOR DATE RFL ED Ph: 1-800-632-2277 ww.bum.com Approved DSM 200—GA-005 1 <br />