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2020-02-20_REVISION - M1977493
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2020-02-20_REVISION - M1977493
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Entry Properties
Last modified
12/27/2024 5:28:23 PM
Creation date
2/20/2020 3:05:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
Revision
Doc Date
2/20/2020
Doc Name
Request for Technical Revision
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR31
Email Name
DMC
THM
Media Type
D
Archive
No
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i <br /> z <br /> INTAKE TOWER BRIDGE CRANE rL INTAKE TOWER INTAKE TOWER <br /> (DE PROJECT <br /> -- TAILS TO BE <br /> PROVIDED) PHASE II VERTICAL <br /> I I BRIDGE CRANE I BRIDGE CRANE <br /> 28'-0" 4 I �NOTSHOWN I NOT SHOWN INTAKE STRUCTURE <br /> 18'-6" 5'-0 SEE DETAIL 28'-6" 28'-6" <br /> S-09 <br /> 5'-0" 18'-0" 5'-0" 4,-0" 1 „ 4'-6" <br /> 2'-0"(TYP) <br /> t EL 10,740.00 — EL 10,740.00 EL 10.740.00 <br /> U <br /> CLIENT <br /> 2'-0"(TYP) 2'-0"(TYP) — — --- 2'-0"(TYP) Climax Molybdenum <br /> o A Freeport-McMoRan Company <br /> a <br /> N� EL 10,727.00 N�•° EL 10,727.00 N� EL 10,727.00 <br /> 76 <br /> 3'-0" 8'-0" I 8'-0" 3'-0" I CORBEL(BEYOND) <br /> CONSULTANT <br /> AECOM <br /> m STRUT(TYP) _ 804 COLORADO AVE. <br /> 12"CORNER Suite 201 <br /> 2'-g'(TYP) GLENWOOD SPRINGS,CO.81601 <br /> I I FILLET(BEYOND) I <br /> www.aecom.com <br /> a` <br /> EL 10,711.00 EL 10,711.00 °° EL 10,711.00 CONSULTANTS <br /> 3'-011 8,-0„ ° V-0„ 3'-0„ 2,-6„ - 91-0„ 9,-0„ 2,-0„ <br /> TRASHRACK da <br /> (DETAILS TO BE CJ W/9"PVC WS(TYP) <br /> PROVIDED) CJ W/9"PVC WS(TYP) 2-0 CJ W/9"PVC WS(TYP) 1$ <br /> I I I <br /> EL 10,695.00 EL 70 695.00 EL 10,695.00 <br /> 3'-0"(TYP) T-0"(TYP) <br /> s' <br /> T-6"(TYP) <1 <br /> WEIR WALL 'd <br /> INV EL 10,670.00 �. WEIR WALL ° a <br /> 10'-0" CJ W/9"PVC WS 10'-0" 10-0„ OPENING INTO <br /> I ', •� (TYP) <br /> ( ` DROP STRUCTURE <br /> (TYP) EL 10,678.00 (TYP) <br /> EL 10,678.00 ( ---_ EL 10,678.00 REGISTRATION <br /> y x <br /> 0 <br /> F EL 10,675.00 EL 10,675.00 ° —_-- —__— EL 10,675.00 <br /> w Q Q <br /> w m ao <br /> Y <br /> Q o <br /> it <br /> _ _ p Qp00,lICF <br /> 4 a o 4 <br /> J N N M N N <br /> w N Q N <br /> Z m <br /> o 4, I <br /> 4 4 " <br /> a , <br /> '° e L 10,650.00 <br /> EL 10,650.00 tL 0,65D.00 <br /> w ISSUE/REVISION <br /> S <br /> `..:,_;.., EL 10,643.00 e' I.; EL 10,643.00 I EL 10,643.00 <br /> 3' 2'-0"(TYP) ��\r�\r -` ` ��\�i\\�\\.��� r-0"(TYP) ��\r�\i.\.� ��\i�i\\�\\.��� 2'-0"(TYP) n\r�4�\n� •` \\� \�r�\��� <br /> I/R DATE DESCRIPTION <br /> 9 BACKFILL CONCRETE BACKFILL CONCRETE BACKFILL CONCRETE <br /> 4 c7 KEY PLAN <br /> g of FOUNDATION ANCHORS FOUNDATION ANCHORS FOUNDATION ANCHORS <br /> ry�I NOT SHOWN NOT SHOWN NOT SHOWN <br /> 8 45'-6" 4F-6" 45'-0" <br /> o> <br /> �U <br /> �w SECTION B SECTION c SECTION <br /> g SCALE:1/8"=T-0" S-01 SCALE:1/8"=1'-0" S 01 SCALE:1/8"=T-O" S-D1 PROJECT NUMBER <br /> 0 4 8 16 24 0 4 8 16 24 0 4 8 16 24 60591226 <br /> U U SHEET TITLE <br /> M SCALE IN FEET SCALE IN FEET SCALE IN FEET <br /> �a VERTICAL INTAKE TOWER <br /> SECTIONS(2 OF 7) <br /> a NOTES: <br /> 1. REINFORCEMENT NOT SHOWN. SHEET NUMBER <br /> S-03 <br /> rn�co,re.�vaax <br />
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