2014-03-27_REVISION - M1977342

• Permit No: M1977342
• IBM Index Class Name: REVISION
• Doc Date: 3/27/2014
• Doc Name: Tailing Deliver line Structural Support Refurbishment and Drop Tower 15 & 16 Removal - Proposed TR22
• From: Climax Molybdenum
• To: DRMS
• Type & Sequence: TR22
• Email Name: PSH
• Media Type: D
• Archive: No

Ak
S3.0IS3.1
IDEAL q EXISTING PIPE
PIPE SUPPORT, TYP.
-SEE 2/S4.3
TYPICAL PLAN AT TWO SPAN CONDITION
S3.1 S3.1
EXIST. TIMBER JOISTS 4' -0" 8' -0" 8' -0" 8' -0" 3' -0" 4' -0" 8' -0" 8' -0" 8' -0" 8' -0" 4' -0"
TO BE REMOVED 8' -0"
AFTER INSTALLATION 3 T3-lS4-4 M.
OF STEEL TUBES - EXISTING PIPE
S 3.1 S4.
I I I
I I I
- -- - - - - - --
I - -- - - -- - -- --- -- --- -- - - - - -- -------- -------- - - - - -- - - - - - -- - --- - - - - -- - -
-
-- -- 91 - -- IIJL-7-� - -- -- - - -- - -- - -- -- - - -- -- - -- - --
- -- - - -- - -- _ -- - -- - - -- -- - -- ------------------ -- -------------- --
NEW STEEL BEAM q' NEW STEEL BEAM EXISTING BAR
I -W21 x44 -W21 x48 JOIST TO REMAIN,,, "
/NEW X -BRACE TYP.
I -SEE 3/S4.3
I c- — —
I .i _ tic^' �; \- tie � f, .�,• �'.` .+
EW FOUNDATION EXISTING PEDESTAL
XISTING
FOOTING AND FOUNDATION
STEMWALL
ELEVATION FROM ROAD (LOOKING EAST)
S3.1 S3.1 NOTES:
1.
SEE GENERAL NOTES, SHEETS S0.1 -S0.3, FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.
2.
SEE ONE SPAN CONDITION ELEVATION FOR ADDITIONAL
INFORMATION AND REQUIREMENTS.
3.
TWO SPAN CONDITION OCCURS AT TOWERS 1, 2, 3, 4, 5, 6,
10, 12, AND 13.
3.
TYP. TOWERS ARE 12' -0" (INVERT -TO- INVERT) EXCEPT
TOWER NUMBER 1 WHICH IS 15' -0" (INVERT -TO- INVERT).
DWG. NO.
REFERENCE DRAWINGS
DESCRIPTION OF REVISION
DATE
BY
APP BY
VENTILATION
ENGR: JLK
2 -28 -14
HENDERSON OPERATIONS
HENDERSON MILL
TAILINGS DROP LINE
TYPICAL TWO SPAN
ISSUED FOR BID WALK
2 -28 -14
JLK
MECHANICAL
DRAWN BY: JP
2 -28 -14
0 Climax Molybdenum
•
A Freeport-McMoRan Company
EMPIRE /PARSHALL, COLORADO
303 -569 -3221
STRUCTURAL
CHECKED BY: JCB
2 -28 -14
ELECTRICAL
APPROVED BY:
PIPING
APPROVED BY:
SCALE: AS NOTED
OTHER APP BY:
PROJ. NO. 13024 SHT S3.1 REV.