2008-02-28_REVISION - M1977493

• 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 1)‎
• From: Climax Molybdenum Company
• To: DRMS
• Type & Sequence: TR7
• Email Name: ACS
• Media Type: D
• Archive: No

BILL OF MATERIALS TE-201 REPLACE EXISTING LIME TEMPERATURE INDICATORS (BEHIND THE
ITEM OTY. SIZE LENGTH DESCRIPTION 02 TE-202 ENSURE THAT THE PROBE DOES NOT INTERFERE WITH SLAKER I
1 38 6" - Style 77 Coupling, Victoulic TE-203
2 2 6" - #13 11.25 Degree Elbow, Victoulic - -
3 4 6" - #12 22.5 Degree Elbow, Victoulic
4 2 6" - #110 45 Long Radius 45 Degree Elbow, Victoulic
5 3 6" - #10 90 Degree Elbow, Victoulic
6 2 6" - #30 45 Degree Lateral, Victoulic =f `
7 3 6" - X35 cross, Victoulic i ?
8 1 8"x6" - #51 Eccentric Reducer, Victoulic .•.
9 1 g" - X10 90 Degree Elbow, Victoulic j ! --
10 11 4" - 150# Steel Flange ti
11 5 4" - SCH. 40 Steel 90 Degree Elbow
12 1 4" - SCH. 40 Tee o
N v 6
13 8 6" - #150 Steel Flange
_
-
?2
14 1 6" - SCH. 40 Steel 90 Degree Elbow ` N
5 1 6" - SCH. 40 Steel 45 Degree Lateral o', N VN p
16 2 6" - SCH. 40 Steel Tee © -m Co
4
17 2 6"x4" - SCH. 40 Steel Reducing Tee m
m 02 m

8
4"
-
HDPE Flange Adapter w/SS Bock Up Ring I -2
2
19 1 4" - HOPE 90 Degree Elbow DELETED
20 2 6" - HDPE Flange Adapter
21 2 6" - HDPE Long Radius 90 Degree Elbow I
22 2 6" - HDPE Wye
23 2 6" - HOPE 45 Degree Elbow

24

10

6"

-

HOPE Flange Adopter w/SS Back Up Ring 6-
BF-207
0

E

0
mm
I-BV 201 tlVN
I

I-BV-105

© 3

j l l
1 0

I
1-BV-206 , m
2 ??
I
PS-7 (TYP)
TYP

25 2 6" - PVC 150 lb Blind flange w/1 ° NPT Plug EXTING 4 W ATER SUPPLY LINE
IS 18 _97 6-BF-208 6
82
2 CSV"209

. _LS_ 6-BF-209
26 2 B" - Style 77 Coupling, Victoulic TIE INTO EXISTING S BF-23T REF s Rf 3 6
27 1 B" - le 741 Flan
St
e Ado
ter
Victoulic WATER SUPPLY LIN A 6-BF-231 F
6„ 4 "

28
2
6"
- y
g
,
p
150# Steel Blind Flange, Drilled for 1" vent SEE DETAILS 2, 3, &4

?ON DWG 05018
G
01 10 6 ?-
CSV=20?
` CIS, 6>
CSV SO
R 1.25' REF
3 1
TYP 5
nP

29
4
-
SHD. 40 Steel Long Radius 90 Degree Elbow -
- TYP _
? ?? 20
fF
a 3X
30 2 4"x2" - SHD. 80 PVC Reducer 4-BV-214 ?.
6 76" REF
o
31 2 2"
" - SHD. BD PVC Flange ,? 5p R
25 RE
11.
fF I I
32 2 4 SHD. 80 PVC Fern Adapter, SS Reinforced 4-OP-217
4 6
33 2 :4 SHD. 80 PVC Tee, Socket REF 11 2

34

3

6"

d60 Cap, Victoulic

s
"6?/iB REF 3X
- --•-- '•--- - W 5'
7
3'-2%" REF 12 a

2'-0" REF _ N N w
1 _
3 N SPIRAL
N CLASSIFIE
SEE DETAIL 9 0 m .I
c ME-511
DWG #C-17 w
> c
m m -
5'-0" REF REF 6"
w m
° 9 e N I N a 2' REF 14
TYP 2 PLCS lYP
I? 13 °
2X 2X 13 9 a i v _ 15 REF 6"-LS-CS-201

CS M
18
6'
' 18'-97/16"
o a - 16 ' 1
-
HDPE
REF REF
1 18 . .

-
- I 4 1
..... ....:._ _ .. .

a 4
? „ REF

I
i
N
0
? W
o:
PS-1
PS-1

i
o 1'-55/16"

3 6
o

4 REF >
U
i

Q3 REF U)
0

9 REF
B BEHIND (REF)

REF
u .., 6 BEHIND
BALL MILL RELOCATED
ME-512 STAIRS
BALL MILL PUMP
P-512
TRIM ELL ? o REF Q
AS REQ D J 1 N
O
VALVE & SPOOL SECTION SWITCHED FOR CLEARANCE ISSUES WITH
2X
m EXISTING PIPE
2X 21
19 21 a
O
NEW FLOW CONTROL VALVES INSTALLED IN NEW BRANCH LINES OFF
6°-LS-HD-201 ELEVATION A OF WATER FEED HEADER PIPE
SCALE: 1/2"
= t' G-01
SLOPED TO SDP
6•
............... .. a rb o•
44X 44X STATION 0+00
REF DWG C-lt 0 9' r-6• X'
TRIMMED 90' ELL _
FIELD VERIFY ANGLE 2' i1"
5. ASSUME AN ABSOLUTE OBLIGATION TO PROTECT EXISTING STRUCTURES AND EQUIPMENT, NEW WORK, AND
I IL
NOTES: REF REF CLIMAX PERSONNEL FROM DAMAGE, LOSS OR INJURY RESULTING FROM THE GENERAL CONTRACTOR'S
1. PIPE SUPPORTS TO BE PLACED PER MANUFACTURERS RECOMMENDED SPACING OPERATIONS. IN THE EVENT OF SUCH DAMAGE OR LOSS, PROMPTLY REPLACE OR RESTORE THE WORK TO
2? TIE INTO EXISTING Cu PIPING. REWORK THE Cu TUBING AS NEEDED TO INSTALL THE VALVES. REF 05018-0-02 AN EQUIVALENT QUALITY TO THE SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE AND AT NO
3. THE EXACT EXTENT OF CONSTRUCTION OR RESTORATION WORK CANNOT BE NECESSARILY OR ACCURATELY EXPENSE TO CLIMAX.
DETERMINED PRIOR TO COMMENCEMENT OF WORK. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO THE 6. EXCAVATIONS WHICH MAY UNDERMINE EXISTING STRUCTURES TO REMAIN SHALL BE BRACED BY A SUITABLE
CONSTRUCTION DETAILS, MATERIAL QUANTITIES AND EXTENT OF THE MODIFICATION WORK SHOWN ON DRAWINGS. EXCAVATION SUPPORT SYSTEM APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE.
PERFORM THE WORK TO MEET FIELD CONDITIONS ENCOUNTERED. 7. SEE DRAWING P-14 FOR PIPE SUPPORT DETAILS
4. EXAMINE AND FIELD VERIFY ALL EXISTING AND GIVEN DIMENSIONS AND CONDITIONS PRIOR TO COMMENCEMENT
OF THE WORK AND FABRICATION OF CONSTRUCTION MATERIALS. REPORT VARIANCES FROM THE DRAWINGS AND 8. WHERE PIPES PENETRATE THE CONCRETE FLOOR, WRAP THE PIPE WITH 112" BITUMINOUS EXPANSION
SPECIFICATIONS AND POTENTIAL INTERFERENCES PROMPTLY TO THE OWNER OR OWNER'S REPRESENTATIVE. JOINT MATERIAL AND RESTORE THE CONCRETE FLOOR TO IT'S ORIGINAL CONDITION.
INCORPORATE ACTUAL FIELD CONDITIONS AND DIMENSIONS IN THE WORK AND INDICATE CHANGES AND ADJUSTMENTS 9. BACKFILL AROUND BURIED PIPE WITH SAND CEMENT.
ON DRAWINGS SUBMITTED FOR APPROVAL. 10. HDPE FTGS TO MAINTAIN PRESSURE RATING OF ADJOINING PIPE.
NEW OR RELOCATED EQUIPMENT
PIPING TO BE INSTALLED
EXISTING STEEL AND EQUIPMENT
THIS DRAWING WAS PREPARED BY LYNTEK, ALL OF THE
INFORMATION CONTAINED THEREIN IS THE PROPERTY OF
LYNTEK AND NO REPRODUCTION CAN BE MADE WITHOUT
THE PROPER WRITTEN AUTHORIZATION OF LYNTEK.
ISSUED
© CLIM" MOLYBDENUM
SLUDGE MANAGEMENT PROJECT
LIME PLANT MODIFICATION
ELEVATION
MUNK INCORPORATED
:AD-0P J BRYSON 9-29-05 Q
;KD. G GERULAT 4-14-06 091 807.0912
'.M. J HARVEY DRAWING NO. REV.
:DENT
CALE: (D)AS NOTED 05018-G-02 1