2008-02-28_REVISION - M1977493 ‎(4)‎

• Permit No: M1977493
• IBM Index Class Name: REVISION
• Doc Date: 2/28/2008
• Doc Name: Certification 3-dam pump station & pipeline, sludge densification plant & pipeline ‎(part 3)‎
• From: Climx Molybdenum Company
• To: DRMS
• Type & Sequence: TR7
• Email Name: ACS
• Media Type: D
• Archive: No

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TENMILE TUNNEL CULVERT PARTIALLY FILL EXISTING
(REF. DWG.5-13) OPENING W/ CONCRETE. DOWEL SAWCUT
#4 BARS @ 12" O.C. INTO EXISTING WALL
EXISTING STRUCTURE.
I I EXISTING MIX 2'-0"
BOX
EXISTING
STRUCTURE
EXISTING LIME
PIPELINE
SPILLWAY
STRUCTURE
(REF. DWG. S-10)
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---I I
EXISTING lEr HOPE
LIME PIPELINE
INSTALL ADEKA KBA-1510FP
WATERSTOP ON EXISTING CONCRETE.
CENTER IN WALL AND SLAB. USE
ADHESIVE AND TACK @ 12" O.C.
REMOVE EXISTING
APRON STRUCTURE
INSTALL 6-0" TALL STAFF
941 GAGE ON SIDE WALL.
947 MARKED "0" TO "5".
4'-0" /- WEIR PLATE
#6 - 2'-0" DOWELS @ 12" O.C.
(EXT. FACE BARS ONLY) MIN.
8" INTO EXISTING CONCRETE.
ANCHOR W/ EPOXY.
I
1 12" SLIDE GATE 305
12"HDPE
WALLANCHOR
13'-0"
INSTALL ADEKA
MC-201OMN AROUND
WALL ANCHOR. I
CENTER IN WALL
MILLTRONICS
LEVEL
SENSOR Z
- -I- 2'-9"
INSTALL 24"x 24"
#6 CORNER BARS
(TYP. ALL CORNERS)
i WEIR BOX ADDITION
PLAN N
0 3 6 9
Scale in Feet
I
12"
11 6"
REF. DWG. A-02 FOR WEIR
BUILDING CONFIG. AND
ADDITIONAL DETAILS.
MODIFIED
/ 0 EKING
,
%
60
(STING
ENING
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L----------------- 11------- J
WEIR BOX ADDITION A
SECTION !LI
0 3 6 9
Scale in Feet
12'0"
WIER PLATE
(REF.DET.1,
THIS DWG.)
INSTALL 2-#5
5-0" HOOPS AROUND
PIPE
L PENETRATION 4'-0"
1.4
2
S-Il
1/
6-0"
6
L 6,
CAST-IN-PLACE GRATING RE;
2Y2" x 2Y2" x /d" GALVANIZED STE
ANGLE W/STU
2y2'
WEIR PLATE. (REF. DET.1.
THIS DWG.) APPLY SIKAFLEX
-15LM SEALANT TO FACE OF
- PLATE PRIOR TO ATTACHING
WI B/" WEDGE ANCHOR
BOLTS.
#6 BARS @ 12" D.C.. E.F.,
E.W. (TYP. ALL WALLS)
INSTALL MC-201OMN
ADEKA WATERSTOP.
(TYP) CENTER IN WALL
USE ADHESIVE AND
TACK @ 12" O.C.
BEDDED STUDS, fie" 0 x 4" W/
1DS @ 45- AND 12' D.C.
EMBEDDED GRATING REST
DETAIL
0 2 4 8 12
Scale in Inch m
#6 BARS @ 12" D.C., E.F.,
E.W. (TYP. ALL WALLS)
10'-0"
PLACE LARGE ROCK IN
STRUCTURE. FILL TO
MAX. DEPTH OF T-17.
_r-r nrr,?Jsty,!IiK^Yi-ik{l+"iXiJi'A'?4i"YH'.hW'o'11
EXCAVATE SUBGRADE AND PROOF ROLL.
INSTALL MIN. 6" COMPACTED BASE COURSE.
12" HDPE
FLUSH LINE
109 12" SDR 17 HDPE PIPE
266 12" 90" ELBOW
2 O) WALL ANCHOR
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#6.2'-0" DOWELS @ 12" O.C (CENTER I
IN SLAB). DRILL MIN. 8" INTO EXISTING I
CONCRETE, ANCHOR /EPOXY.
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Z
W
it
W
w
tx
EXISTING MIX
410
80X STRUCTURE MIX BOX REINFORCED CONCRETE
WEIR BOX ADDITION B
SELION Sll
0 3 6 9
Scale in Feet
File RemN Ramld By D.

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express confton that 4 h.# not be re produced. ap'e4
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DATE j e":mnG+r.R
nor used for any dherpurpose than forwNdl a is : 0

fumtshedv MaR ON Pn wdlen-m of
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da'tl W W Wheeler L Adated. Q
12" ?- 6-0" ----1 12"
-{ 12 ss 12f
-I 22' (TYP.)

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_

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6" I

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12" ------ --

12" HOOK
(TYP) #6 BARS 12 D.C.,
WEIR BOX ADDITION
SECTION 5-I1
0 3 6 9
Scale in Feet
T-4"
5'-0"
6'd"
%" THICK 316 SS PLATE
%2" DIA. HOLES FOR %e"
WEDGE ANCHOR BOLTS.
11" (TYP )
4" q^ 11" (TYP J
904
WEIR PLATE r
5.11
DETAIL
TEMEn
0 3 6 9
Scale in feet
W. W. WhoWer aW Rnedatw& Lk-
Climax Sludge Management Project uoter Resourcesenglneem an.
Cligwx Mine
CLIENT: Climax Molybdenum Co.-Climax, Co
#3 Dam Seepwater Pump System M e Drawing No
1051.23.01
Mix Box Modifications - Weir Box D3PS-S-11
Plan and Sections NONE I I,