A02_PLAN_SET_DRAWINGS-2017-04-07-FINAL.pdf
PDF 1 MB Posted
- Attached to
- Mississippi River Lock and Dam No. 11 Dubuque, IA Tainter Gate Chains and Connection Assemblies
- Solicitation number
- W912EK-17-B-0004
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912EK-17-B-0004_Bid_Summary_Sheet.pdf | ||
| A22_W912EK-17-B-0004_Amendment_0001.pdf | ||
| A22_W912EK-17-B-0004.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
MACK.THOMAS.E.1230411235
2017.04.07 10:20:58 -05'00'
ANDERSON.HEATHER
.L.1231214808
Digitally signed by ANDERSON.HEATHER.L.1231214808 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=ANDERSON.HEATHER.L.1231214808 Date: 2017.04.07 15:53:37 -05'00'
HAMILTON.DENNIS.W.1
231227810
Digitally signed by HAMILTON.DENNIS.W.1231227810 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2017.04.07 17:03:15 -05'00' 07 April 2017
07 APR 17
N/A
N/A
07 APR 17
07 APR 17
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\B
M
R
G -0 x x x .d g n
:3
:5
P
M
M V
R -A
P P
W P
L T
D
A T
E
B
M R
J W
B
A J
U
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/3
A S S
H O
W N
A E
R
R T
N
G-002
D U
B U
Q U
E
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
G -0 x x x .d g n
L O
C K A
N D D
A M N
O
T A
IN
T E
R G
A T
E C
H A
IN
S A
N D
GENERAL
TITLE OF DRAWING
G-002
G-001
MECHANICAL
TITLE OF DRAWING
C O
N N
E C
T
IO
N A
S S
E M
B L
IE
S
ID. NO.
SHEET
ID. NO.
SHEET
GENERAL NOTES
INDEX OF DRAWINGS AND GENERAL NOTES
COVER SHEET
A N
D G
E N
E R
A L N
O T
E S
IN
D
E X O
F D
R A
W
IN
G S
SLACK CHAIN IN THE CHAIN LOCKER WHEN THE GATE IS IN THE LOWEST POSITION.
4. FIELD NOTE: THE 75 FOOT LENGTH OF CHAIN TO BE SUPPLIED LEAVES APPROXIMATELY 2 FEET OF
3. THE THREADED END OF THE BOLT ON THE BOLTED SIDE OF THE SHACKLE SHALL BE TACK WELDED.
DRAWINGS SHOULD INDICATE TRANSITION LENGTHS AND DIMENSIONS IF REDUCTION IS NECESSARY.
RECOMMENDATIONS TO AVOID REDUCTION OF SPECIFIED WORKING AND ULTIMATE LOAD LIMITS. SHOP
". MACHINING MUST BE DONE ACCORDING TO THE MANUFACTURER'S8
5 IS GREATER THAN 3
THE SHACKLE BY MACHINING MAY BE REQUIRED IF THE DIAMETER ON THE BOLTED SIDE OF THE SHACKLE
SHALL FIT WITHIN THE CHAIN LINK WITH NO BINDING OR RUBBING. REDUCTION IN THE DIAMETER OF
" ON THE BOLTED SIDE AS INDICATED. THE SHACKLE8
52. THE MAXIMUM DIAMETER OF SHACKLE SHALL BE 3
SHIPPED AND DELIVERED UNASSEMBLED IN SEPARATE PACKAGING.
PINS, TURNBUCKLE ASSEMBLY PINS, SPACERS, WASHERS, COLLARS, AND END LINK BARS, SHALL BE
ASSEMBLED. THE CHAINS AND CONNECTION ASSEMBLIES, INCLUDING SHACKLES, GATE CONNECTION
NUTS, CHAIN END COMPONENTS, AND GATE END COMPONENTS SHALL BE SHIPPED AND DELIVERED
PARTS AS REQUIRED TO VERIFY FIT. THE TURNBUCKLE ASSEMBLIES, INCLUDING SLEEVE NUTS, JAM
1. PARTS ARE NOT REQUIRED TO BE ASSEMBLED, EXCEPT FOR THE TURNBUCKLE ASSEMBLY AND ANY
A1
LEGEND
TYP. TYPICAL
RH RIGHT HAND
R RADIUS
O.D. OUTSIDE DIAMETER
MAX. MAXIMUM
LH LEFT HAND
I.D. INSIDE DIAMETER
Ø DIAMETER
W E
K -1
-B -0
SOLICITATION
CHAIN ASSEMBLY AND REPAIR LINK
TURNBUCKLE ASSEMBLY
CONNECTION ASSEMBLY
FIELD ASSEMBLY
M-504
M-503
M-502
M-501
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
M-502-C1 M-502-C1
M-502-C3 M-502-C3
M-502-A1M-502-C4
M-502-A3
M-502-A4
M-502-C4 M-504-A1
M-504-A1
M-503-A1
M-503-A1 M-502-C4
M-502-A5
M-502-C3
M-502-A1
M-502-A3
M-502-A4 M-502-C3
M-502-C4
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\B
M
R
M -5 x x x .d g n
:3
:5
P
M
M V
R -A
P P
W P
L T
D
A T
M R
J W
B
A J
U
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/3
A S S
H O
W N
A E
R
R T
N
M-501
D U
B U
Q U
E
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
B
M R
M -5 x x x .d g n
L O
C K A
N D D
A M N
O
T A
IN
T E
R G
A T
E C
H A
IN
S A
D
0 3" 6" 9" 12"SCALE : 3"=1'-0"A1
FIELD ASSEMBLY
PLAN
ELEVATION
F
IE
L D A
S S
E M
B L
Y
C O
N N
E C
T
IO
N A
S S
E M
B L
IE
S
SOLICITATION
W E
K -1
-B -0
NO WORK REQUIRED
CHAIN CONNECTION.
EXISTING TAINTER GATE
POINTS. NO WORK REQUIRED
ALTERNATE CONNECTION
CHAIN CONNECTION WITH
EXISTING TAINTER GATE
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\B
M
R
M -5 x x x .d g n
:3
:5
P
M
M V
R -A
P P
W P
L T
D
A T
M R
J W
B
A J
U
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/3
A S S
H O
W N
A E
R
R T
N
M-502
D U
B U
Q U
E
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
M R
M -5 x x x .d g n
L O
C K A
N D D
A M N
O
T A
IN
T E
R G
A T
E C
H A
IN
S A
N D
A1 M-502-A1
A3 M-502-A3
C4 M-502-C4
A4 M-502-A4
A5 M-502-A5
0 1" 2" 3" 4"SCALE : 6"=1'-0"
"8 33'-
"4 12'-5
- 0.000
+ 0.002
- 0.000
+ 0.002
1" "8 51"8
"8 1"4
" O.D.8
- 0.000
+ 0.002
- 0.000
+ 0.002
- 0.000
+ 0.002
- 0.000
+ 0.002
"16
"4
"2
BOTH ENDS
0.6" X 45° CHAMFER
C3 M-502-C3
THIN END SPACER
WASHERRETAINING RING
THICK END SPACER SPACER
PIN
C1 M-502-C1
END LINK BAR
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
2.5625" Ø
.1
Ø
- 0.004
+ 0.000
2.570"2.570"
N N
E C
T
IO
N A
S S
E M
B L
Y
"2
C O
N N
E C
T
IO
N A
S S
E M
B L
IE
S
"16
B/M NO. 24 B/M NO. 37 B/M NO. 36
B/M NO. 31 B/M NO. 34 B/M NO. 35 B/M NO. 33
0.28" TYP.
2.822" O.D.
2.322" I.D.
2.563" I.D.
2.563" I.D. 2.563" I.D.
" O.D.8
" O.D.2
" O.D.8
2.563" I.D.
" R4
W E
K -1
-B -0
SOLICITATION
0 1" 2" 3" 4"SCALE : 6"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
M-503-C4M-503-A4 M-503-C1M-503-C3 M-503-C4
N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\B
M
R
M -5 x x x .d g n
:3
:5
P
M
M V
R -A
P P
W P
L T
D
A T
M R
J W
B
A J
U
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/3
A S S
H O
W N
A E
R
R T
N
M-503
D U
B U
Q U
E
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
M R
M -5 x x x .d g n
L O
C K A
N D D
A M N
O
T A
IN
T E
R G
A T
E C
H A
IN
S A
N D
GENERAL SHEET NOTES
A1 M-503-A1
C1 M-503-C1
C3 M-503-C3
C4 M-503-C4
A4 M-503-A4
17"
9"
"2
"4
" R2
" R2
"4
3" R
.0
.0
6" 3" 9"
20"
1'-5"
3" R
1.641" Ø ±0.002
3"
THREAD 3" Ø - 4 UNC RIGHT HAND
THREAD 3" Ø - 4 UNC LEFT HAND
11"
12" 13"
"2 117 "2
3'-0"
RH JAM NUT LH JAM NUT
TURNBUCKLE ASSEMBLY GATE END COMPONENT
CHAIN END COMPONENT SLEEVE NUT JAM NUT
.5
T U
R N
B U
C K
L E A
S S
E M
B L
Y
C O
N N
E C
T
IO
N A
S S
E M
B L
IE
S
B/M NO. 23 B/M NO. 28
B/M NO. 22
B/M NO. 29 AND 30
SOLICITATION
W E
K -1
-B -0
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
MANUFACTURER
PER
THAN GATE END AND CHAIN END COMPONENTS.
SLEEVE NUT STRENGTH SHALL BE EQUAL OR GREATER 1.
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
M-504-C1
M-504-C1
M-504-A4
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\1
\4
\B
M
R
M -5 x x x .d g n
:3
:0
P
M
M V
R -A
P P
W P
L T
D
A T
M R
J W
B
A J
U
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/0
/3
A S S
H O
W N
A E
R
R T
N
M-504
D U
B U
Q U
E
IA
M
IS
S
IS
S
IP
P I
R
IV
E R B
A
M R
M -5 x x x .d g n
L O
C K A
N D D
A M N
O
T A
IN
T E
R G
A T
E C
H A
IN
S A
N D
0 1" 2" 3" 4"SCALE : 6"=1'-0"A1
M-504-A1
C1 M-504-C1
A4 M-504-A4
0 1" 2" 3" 4"SCALE : 6"=1'-0"
.4
M A
X
.3
.0
"8 74"8
9"
SHACKLE
CHAIN LINK
0 1" 2" 3" 4"SCALE : 6"=1'-0"
4.96" ±0.047
CHAIN ASSEMBLY
N N
E C
T
IO
N A
S S
E M
B L
IE
S
M
A X
SUBMERSIBLE TAINTER GATE CHAIN, 75'-0"
B/M NO. 9
B/M NO. 25
- 0.00
+ 0.08 2.05" R
SEE NOTES 2 AND 3 ON SHEET G-002.
NOTE:
.5
M
IN
.2
M A
X
SOLICITATION
C H
A
IN
A
S S
E M
B L
Y A
N D R
E P
A
IR
L
IN
K
W E
K -1
-B -0
C4
SECTION
0 1" 2" 3" 4"SCALE : 6"=1'-0"
B/M NO. 10
C3 M-504-C3
0 1" 2" 3" 4"SCALE : 6"=1'-0"
C4
REPAIR LINK
2.05" R
4.75" Ø MAX.
2.99"
4.96"
.3
WORK REQUIRED
IN FIELD. NO
TACK WELD
ID
Sheet
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
| B5MR111701_G-002xxx.pdf |
| B5MR111701_G-002xxx |
| B5MR111701_M-501xxx.pdf |
| B5MR111701_M-501xxx |
| B5MR111701_M-502xxx.pdf |
| B5MR111701_M-502xxx |
| B5MR111701_M-503xxx.pdf |
| B5MR111701_M-503xxx |
| B5MR111701_M-504xxx.pdf |
| B5MR111701_M-504xxx |
File details come from the government source that posted it. Updated .