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A B <br />X y Z <br />Z <br />_0999� 5 cod 1 201-0" 201-011 <br />ILZ . -6 . 10� <br />1 <br />2 <br />amec fbster wheeler <br />L /o, <br />0 0000000 <br />V IDALE <br />0 e <br />(j ORIGINAL DESIGN BY SAMUEL ENGINEERING. THE FACILITY WAS CONSTRUCTED IN <br />00 ACCORDANCE WITH THE APPROVED DESIGN PLAN. THE FOLLOWING CONSTRUCTION <br />AS -BUILT INFORMATION WAS ADDED BY AMEC FOSTER WHEELER: <br />100 VERIFIED AS -BUILT CONCRETE ELEVATIONS AS PROVIDED BY CC&V. <br />ADDED CONCRETE WALL NORTH SIDE OF LOAD -OUT AREA RAMP. <br />EXTENDED CONCRETE STOOP AT THE SOUTH WEST DOOR OF THE HIGH <br />GRADE MILL TO THE CONCRETE WALL OF THE CONCENTRATE LOAD -OUT <br />STRUCTURE TO FORM A WIDE CURB WITH A T.O.C. ELEVATION 9909'-3. <br />F <br />F <br />1110-647-058 <br />CIP FILTER FEED TANK <br />(EXISTING) Tr__ <br />1210-647-072A <br />CIP FILTER FEED PUMP <br />(EXISTING) <br />1210-647-072B <br />CIP FILTER FEED PUMP <br />(EXISTING) <br />1110-647-014 <br />NEUTRAL PH FILTRATE RECYCLE TANK <br />(EXISTING) <br />CD C> <br />co <br />r�l 1110-647-059 <br />HIGH PH FILTRAT <br />F <br />10 <br />201-01# <br />TIOGA HEATER <br />(EXISTING) <br />6 C4 RECYCLE TANK <br />(EXISTING) <br />4 <br />1210-647-074AJB <br />N <br />HIGH PH FILTER <br />C <br />RECYCLE PUMP <br />(EXISTING) <br />A\ <br />C� <br />U) C14 <br />D E F G <br />AA AB ACD 1 B1 C1 1 <br />201-0" 201-01f 264' 8'-9" (REF) <br />669-0#1 161-011 <br />211-0" 211-011 <br />3T-011 <br />1220-647-004A/B <br />AGGLOMERATING 101-61 <br />AGENT BLOWER <br />(EXISTING) <br />0 <br />H.P. CONC EL. 9907'-1 1/2" <br />ccccc <br />0@ - <br />C@0/ I <br />1230-647-004 <br />AGGLOMERATING_ <br />AGENT DESSICANT DR�ER T/ CONC WALL W <br />(EXISTING) EL. 9910'-3" 0- <br />0 <br />LTir <br />1120-647-002 <br />AGGLOMERATING <br />AGENT SILO <br />(EXISTING) .4SLOPE <br />H.P. CONC SLAB <br />oo EL. 9909'-3" <br />o a0 o o <br />ol <br />A <br />SLOPE - <br />111 0-6d .7-075 ROLL -UP DOOR FRONT-END <br />W ANTISC ALANT TANK <br />(EXISTING) LOADER f� <br />(EXISTING) (BY OWNER) <br />1150-647-004 <br />AGGLOMERATING AGENT <br />ACCUMULATOR TANK <br />1210-647-0IIA/B <br />TIRE CLEANING GRIDS <br />NEUTRAL PH FILTRATE (EXISTING) <br />RECYCLE PUMP <br />(EXISTING) 0 <br />LLL 1210-647-119 J 24"0 BOLLARD(TYP 3) <br />(0 CONCENTRATE —A <br />U) L D UT R <br />A <br />SUMP PUMP <br />L.P. CONC EL. 906-5 1/2" <br />1210-647-040NB <br />CAUSTIC FEED PUMPS Z Z <br />(EXISTING) X <br />-SLOPE <br />MANDOOR <br />EXISTING <br />W1 O .190-647-001 <br />W <br />CAUSTIC WATER HEATER <br />CO) 1210-647-090 (EXISTING) <br />U lop <br />.F W SLOP FILTER AREA SUMP <br />SLOPEPUMP NO, 2 <br />ct Z - 0 (EXISTING) -.*SLOPE (,LADDER <br />J EXISTING W <br />rna_ <br />1 <br />03—, 0 <br />F <br />C 1610-647-008 <br />E 3 CIP PROCESSED ORE FILTER <br />04 CONVEYOR <br />0 TAKE-UP W <br />a CL <br />0 <br />U C) <br />RELOCATE WATER <br />U) <br />-C HEATER EXHAUST <br />U 04 STACK <br />(D A SYSTEM <br />—I <br />M <br />h11 I <br />00, <br />06 1230-647-003B W.P. <br />1610-647-004 <br />— <br />a, FILTER AIR <br />a STACKER FEED CONVEYOR <br />B COMPRESSOR (EXISTING TO BE MODIFIED) <br />3: 9'-0 (EXISTING) <br />87 i � <br />U <br />U v4q <br />co <br />0 415 0 <br />E � 0 <br />coC j <br />Z <br />C� <1 CC <br />I _1 __ - -I- - - L___ - P SYSTEM' W.P. o CL P OF CONCRETE LU it <br />Q) ST W <br />Z TO <br />1230-647-003A © M L_ __Z EL. 9909'-3" -1 <br />4-1 (a 1 0-2 <br />UJ FILTER AIR T= co <br />�e W <br />COMPRESSOR 0 �- <br />E 6 1 C) 0 0 10 ow <br />CA <br />(EXISTING) <br />0 (0 <br />0 N A <br />EXISTING <br />U) <br />0 ca 86 <br />o o -fl o �01 <br />ol 0 <br />o o <br />T.O.C. <br />U o o L-1 D f*nK1f-% rt QQn-71 ft <br />0 <br />66 CL <br />4-J <br />C 7– <br />< <br />0 0) <br />,- 't <br />c .. 4 <br />.0 00 <br />4-J co <br />(a <br />4_J T-4 <br />00 <br />0 T-4 <br />U <br />>� 7U <br />> <br />U <br />:3 N This document is copyrighted <br />U 05 <br />and is an instrument of <br />service by Samuel Engineering <br />N LL U <br />(SE). It was prepared solely <br />0 <br />00 <br />r,, C -i for the Owner's/Client's use <br />C11 on this project only. Use, <br />C: copy or disclosure of any <br />0 LL <br />< information shown, in whole <br />or in part, without SE's <br />-0 consent, is strictly prohibited, <br />W is a copyright breach and may DWG NO. D E S C R I P T 1 0 N <br />U_ in D be prosecuted. Any <br />0 M unauthorized reuse shall be at <br />< �— the sole risk of the user. REFERENCE DRAWINGS <br />U 0 <br />0 <br />F_ <br />Z <br />cy- <br />bUJ <br />ul <br />LLJ Z <br />N <br />©C <br />LLJ <br />LLI <br />Z <br />V <br />NO. <br />DESIGNED: T. HARPER <br />L <br />r1 <br />0H <br />< 0 <br />10/11/17 <br />JRJ <br />CHECKED: T. HARPER <br />W <br />By <br />APPROVED: T. HARPER <br />APPROVED: <br />E <br />B <br />D E S C R I P T 10 N <br />REVISIONS <br />C <br />140 5'-2 5/16" <br />0- H.P. CONC SLAB <br />EL. 9907'-1 1/2" <br />W <br />PLAN ABOVE FIN. FLOOR EL. 9909#-3" <br />1 1 AS -BUILT <br />AH TH 1 0 ISSUED FOR CONSTRUCTION <br />DATE BY Q� Of NO. DESCRIPTION <br />bLU LU <br />LU LU <br />ZZ W Z <br />W CJ - U <br />0 U < (D <br />_J W Z Z <br />U 0- W W U REVISIONS <br />IC <br />1/8"=11-011 <br />CONCENTRATE STOCKPILE <br />AS -BUILT of 41 8' 16' 24' <br />Co mmwml� <br />2-2-18 <br />SCALE: 1/8" = V-0" <br />DATE CLIENT: NEWMONT MINING TITLE <br />01/15/17 NEWMONT CC&V HIGH GRADE MILL <br />01/17/17 LOCATION: CRIPPLE CREEK, CO CLEANER CIRCUIT DESIGN <br />09/26/17 GENERAL ARRANGEMENT <br />- <br />SESamuel Engineering HIGH GRADE MILL <br />09/27/17We Provide Solutions CONCENTRATE RECOVERY LOAD <br />OUT <br />8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 <br />Greenwood Village, CO 80111 Fax: 303.714.4800 PLAN ABOVE FIN. FLOOR EL. 99091-311 <br />1 <br />I F G <br />o <br />LO <br />04 <br />H <br />CONCENTRATE <br />TRUCKS <br />(BY OTHERS) <br />ce) <br />Ir - <br />�JJ <br />FEB 2 2 2018 <br />O/OSIO,N()"r� <br />N G NND�'C L44 (4 7 SAF704 f <br />ti� <br />PROJECT NUMBER <br />16286-01 <br />DRAWING NUMBER <br />20-647-85-1 <br />REV. <br />1 <br />1 <br />0 <br />M <br />51 <br />SCALE: 1/8"=1#_011 <br />DESIGNED: T. HARPER <br />2-2-18 <br />MIT <br />IT <br />DRAWN: J. JOHNSON <br />10/11/17 <br />JRJ <br />CHECKED: T. HARPER <br />DATE <br />By <br />APPROVED: T. HARPER <br />APPROVED: <br />E <br />CONCENTRATE STOCKPILE <br />AS -BUILT of 41 8' 16' 24' <br />Co mmwml� <br />2-2-18 <br />SCALE: 1/8" = V-0" <br />DATE CLIENT: NEWMONT MINING TITLE <br />01/15/17 NEWMONT CC&V HIGH GRADE MILL <br />01/17/17 LOCATION: CRIPPLE CREEK, CO CLEANER CIRCUIT DESIGN <br />09/26/17 GENERAL ARRANGEMENT <br />- <br />SESamuel Engineering HIGH GRADE MILL <br />09/27/17We Provide Solutions CONCENTRATE RECOVERY LOAD <br />OUT <br />8450 E. Crescent Parkway, Suite 200 Phone: 303.714.4840 <br />Greenwood Village, CO 80111 Fax: 303.714.4800 PLAN ABOVE FIN. FLOOR EL. 99091-311 <br />1 <br />I F G <br />o <br />LO <br />04 <br />H <br />CONCENTRATE <br />TRUCKS <br />(BY OTHERS) <br />ce) <br />Ir - <br />�JJ <br />FEB 2 2 2018 <br />O/OSIO,N()"r� <br />N G NND�'C L44 (4 7 SAF704 f <br />ti� <br />PROJECT NUMBER <br />16286-01 <br />DRAWING NUMBER <br />20-647-85-1 <br />REV. <br />1 <br />1 <br />0 <br />M <br />51 <br />