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2016-07-21_REVISION - M1980244 (4)
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2016-07-21_REVISION - M1980244 (4)
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Entry Properties
Last modified
12/3/2020 3:35:57 PM
Creation date
7/22/2016 8:02:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
7/21/2016
Doc Name
Technical Review
From
Newmont
To
DRMS
Type & Sequence
TR79
Email Name
TC1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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1 2 3 4 5 6 <br /> , <br /> OO NEW UNDERGROUND CONDUIT SOUTH EAST PORTION <br /> / ELECTRICAL TINE ROUTE PER <br /> OF HIGH GRADE MILL <br /> I X ELECTRICAL <br /> DIRECTION BUILDING <br /> / � o 0 90 ,3 CC&VE <br /> "' \f <br /> A EXISTING HIGH / \f A <br /> PH DRAIN LINE f\ <br /> CENTER OF MAN HOLEN.54717.01 <br /> E.6697.77 EXISTING <br /> FIELD VERIFY LOCATION UNDERGROUND \ / <br /> ELECTRICAL LINE / E <br /> NEW 61 M HOLE FOR PH <br /> LINE MODIFICATIONS <br /> EXISTING I I AND MAINTENANCE <br /> LINE <br /> EXISTING E f <br /> HIGH PH \ GAS LINE / O \ <br /> DRAIN LINE \ •9 / f <br /> � E\ <br /> NEW HIGH PH DRAIN LINE \f\ <br /> INSTALL PIPING PER <br /> CCBV DIRECTION CENTER OF MAN HOLE <br /> N.54717.01 <br /> E.36697.77 EXISTING HIGH E <br /> X I ( FIELD VERIFY LOCATION / PH DRAIN LINE \E\ <br /> —W_'N_W W W <br /> NEW F-0.0 MAN HOLE FOR PH j \ <br /> I I DRAIN LINE MODIFICATIONS <br /> / i I AND MAINTENANCE.SEE PLAN <br /> i i J ON DRAWING 30-647-SU V <br /> V / <br /> B O BAST G CATCH <br /> CONCRETE JERSEY B <br /> i <br /> -� � BASIN B-0 4,// BARRIER <br /> EXISTING <br /> STORM <br /> DRAIN C �\ FOR PIPING MODIFICATIONS TO <br /> EXISTING HIGH PH DRAIN LINE <br /> SEE PIPING DRAWING 70fi47500 <br /> r'l \ <br /> i� <br /> EXISTING <br /> EXISTING OAS LINE C\\\ <br /> r 4 BERM / \l\\ <br /> EXISTING PAD WELL N.53781.87 -"' DETAIL 1 <br /> C <br /> �'• EL GRADE NOTE: <br /> '• FOR LOCATIONS OF EXISTING UNDERGROUND UTILITES(ELECTRICAL, <br /> ' GAS,PH DRAIN/• LINE,ETC.)SEE NEWMONT I CCBV DRAWINGS&OR <br /> N.53682.17 <br /> AS-BUILT SURVEY INFORMATION./ <br /> E.358DO.44 <br /> PLAN a 0 1 z 3 <br /> 1.100 <br /> 1"=V-0" FT <br /> 4 0 100 200 300 <br /> a` ° o <br /> (1)-7 CONDUIT 1"=100'-0" FT <br /> a <br /> RED CONCRETE NOTES: <br /> 1. FOR GENERAL SITEWORK NOTES SEE DWG 3040501 <br /> SECTION A 2. LADDER SHALL EXTEND DOWN TO BOTTOM OF MAN HOLE AS SHOWN. FOR CONSTRUCTION <br /> 3. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL DIRECTIONS <br /> AWAY FROM MANHOLE. OZ-� -�E <br /> 4. FOR MANHOLE PIPING SEE PIPING DRAWING 70M7-5W. <br /> D REVISIONS REFERENCE DRAWINGS ISSUE RECORD ENGINEER RECORD D <br /> NO DESCRIPTION DATE BY CHK APP DRAWING NO TITLE DATE ISS REV TO FOR BY DATE /^� FOSTER WHEELER <br /> 30-647-501 HIGH PH WATER LINE MODIFICATION IIW�1 DER 01-29-16 ■ C CRIPPLE CREEK&VICTOR SALT LAKE CITY,UTAH <br /> 02-04-16 1 A CLIENT REVIEW&COMMENT am® GOLD MINING COMPANY <br /> VALVE MAN HOLE DETAILS 02-03-16 2 0 CLIENT CONSTRUCTION onicm aeK az-n-is TITLE HIGH GRADE MILL REMEDIAT10N <br /> HIGH GRADE MILL REMEDIATION SOUTH OF PROCESS BUILDING AREA <br /> HIGH PH WATER LINE MODIFICATION <br /> ROUTING k VALVE MAN HOLE LOCATION PLAN <br /> TH6 MM 6 THE PRWOM OF FOSTER MNDFN USA MIROTON AND IS ITNT WIIIOOr CONSOEN N FOR CC&V VICTOR, CO. <br /> vnolecT pw, om P W TIE BOR POS A13RE➢W TINT 0 SHNL NOT BE REPRODM.COPED,1ENT OR U6'M OF DWG SIZE SCALE PROJECT NO DRAWING NO REV <br /> e R� OIECRY OR IpECILY.NOR USED FOR ANY RWOSE DOER THIN TINT FOR*KH IT IS SPECFMY p As Nmm 14OO28 30-647-501 0 <br /> FUId191ED.ANY APPWTVS STOWI N THE MAW IS 000M BY PATENTS <br /> 30-647-501.dwg - Designer, cl--Iaerts Feb 11, 2016 - 1,22pn <br />
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