2021-06-14_REVISION - M2012032 (3)

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® 200 - 03 GRIZZLY W IL SPACING I PRIMARY ' ' 1/4"TREAD PLATE OVER CRUSHER FEED I UNLESS NOTED OTHERWISE '.. CONVEYOR I 200-CVB-01 (E) I o 777777 - 1 Ta- -------- INTERSECTION BETWEENCONVEYOR AND PAN >FEEDER CENTERLINES � +1 r------------------------------------------------------ -------------------------- -------- - - DN 4 , I '- _ _ ___ __ ______________________ ___ _ _ ________ _______ ________ _________________________--__-__-_ ________ _________ _________________________--___-_-_ _-_____ _______ ___________ _____________ i 4 }< 'G' i�...> G> \�'� G rt J <> p h k ly ..� . Y 4 AI 4 4 4 YK4 SY r< 4 M1 Y� n h h v �1 v v V � V n n 4 h l n h _ �A <a 1 t I} - a ............. ooz f ��'�<a��~� zoo-cn- .. — — — — — — — — — — — _ — — — —J I -1 t _ \ j r F 2'-0 3/8" 81'-8 7/8" W.P. 1 PLAN: DUMP POCKET AND PAN FEEDER 200—FEM-01 — RAIL TUNNEL FLOOR REMOVABLE COVER FOR LOWERING WELL MONORAIL WITH HOIST �1 Y NOTES: FIELD CONDITIONS VARY FROM A 4 DRAWING — ADDITIONAL STEEL g 2001 -003 1. (E) DENOTES EXISTING EQUIPMENT. AND OR CONCRETE REQUIRED ° * � ) f I I � - - 1 o I I �-_ i '7\ -H UP o — -F K; PAN FEEDER 200-FEM-01 — I I� v a a I UP r I 11 I I II 4 i it i o _ u u W I 'r 'u' 1 ii�-• \ i - -002 o - � � A 2 0 GA ; , i7�i7%i %i v 00-MC-002 m r m E _ TREAD PLATE HELD BACK FROM EDGE — —— — — — OF PLATFORM TO ALLOW FOR WASH DOWN DRAINAGE TO SUMP BELOW nl DN SUMP AND PUMP BELOW tO 200 PPS 04 E i 7'-11"t 22'-1"t 81'-10" - _z iil o INTERSECTION BETWEEN m W.P. CONVEYOR AND PAN 2 PLAN: DUMP POCKET AND PAN FEEDER 200—FEM-01 — PAN FEEDER FLOOR FEEDER CENTERLINES — 1/4 r,., _• 1 4=1—o THE DESIGN DRAWINGS FOR THIS PROJECT HAVE BEEN PREPARED UTILIZING SPECIFIC MAKES AND MODELS OF EQUIPMENT. IF THE FINAL m EQUIPMENT SELECTED FOR CONSTRUCTION DIFFERS FROM THE EQUIPMENT USED FOR THE DESIGN, THE CONTRACTOR IS RESPONSIBLE u FOR THE ENGINEERING AND DESIGN OF MODIFICATIONS REQUIRED FOR A COMPLETE AND FUNCTIONAL INSTALLATION AND FOR ENSURING THAT [+ THE PERFORMANCE REQUIREMENTS OF THE PROJECT ARE MET. ISSUED FOR CONSTRUCTIO CLIENT -- 26 17 10 2U 117 20- project Office: Scole AS SHOWN BARR PROJECT No. i g BID MCO R- �R ENGINEERING CO. D°te 2/15/17 PROCESS PLANT UPGRADES 06 46-1001.04 CONSTRUCTION11 BARR 170 SOUTH MAIN STREET Dmwo DAK OURAY SILVER MINES, INC. REVENUE VIRGINIUS MINE CLIENT PROJECT No. a' 1 DAK AM83 DSM 11 13 2020 ISSUED FOR CONSTRUCTION SUITE 500 s O.A DAK AMB3 DSM 9 10 2020 ISSUED FOR APPROVAL — —— SALT LAKE CITY, UT 84101 Checked AMB3 OURAY, COLORADO GENERAL ARRANGEMENT 0 0 DAK PGJ DSM 4 28 17 ISSUED FOR CONSTRUCTION A 1 2 Corporate Headquarters: Ph: 1-800-632-2277 Designed DAK DWG. No. REV. No. N0. BY HK APP DATE REVISION DESCRIPTION RELEAS o FORD DATE RELEASED 1'h:Minot e010-02-2277 woww.tiaR�om2-z6D1 MP—d DUMP POCKET AND PAN FEEDER PLAN DSM 200—GA-001 1