A22_Amended_0002_drawings.pdf
PDF 2 MB Posted
- Solicitation number
- W912EE-15-B-0008
About this file
Amendment 0002 Revised Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract.pdf | ||
| A22_W912EE-15-B-0008-0002).pdf | ||
| A22_Drawings_Revised_by_Amendment_0001.pdf | ||
| A22_W912EE-15-B-0008-0001.pdf | ||
| A22_Specifications_Revised_by_Amendment_0001.pdf | ||
| 385-1-1.PDF | ||
| specs.pdf | ||
| 15b0008.pdf | ||
| SUMMARY.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
S-201
M V
R
HALF SUMP SIDE ELEVATIONHALF RIVER SIDE ELEVATION
A
ELEVATION A
2' 4'0 1'
SCALE: •"=1'-0"
J
E
1DETAIL
2DETAIL
"4 35'-11"4
35'-11"2
16 EQUAL SPACES = 11'-11
6 - 2" Ø VENT HOLES LOCATED AT C/L OF PANELS
"2
16 EQUAL SPACES = 11'-11
"2
1'-4"
"8 72'-11"4
35'-11
1'-4"
"16 13±9
"2
2'-2"
1'-4"
"4
"16 13±9
L
LL
LLLLL
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
S-501
F
L
L
C D
B
ESECTION
L
NOTE: SEAL BOLT NOT SHOWN FOR CLARITY.
" PL8
326"x
E L E
V A
T
IO
N S A
N D S
E C
T
IO
N S
LH
CSECTION
" PL8
326"x
L
" PL8
326"x
" PL2
1*6"x
*DIAPHRAGM 2 ONLY
L
L
A N
S
ID
S -2
E
L E
V A
T
IO
N S A
N D S
E C
T
IO
N S .d g n
S-502; LOWER CORNER
SEE SEAL DETAILS ON
L
L
L
L
L
L
L
L
L
L
L
7 INCHES FROM THE WHEEL CENTERLINE
NOTE: PLATE CENTERLINES ARE LOCATED
& ENDPOST PLATES EXCEPT AS NOTED BY AN ASTERISK.
NOTE: SECTION C IS TYPICAL FOR ALL DIAPHRAGMS
TYP
TYP
L
SCALE: 1"=1'
1' 2'
1' 2'0 6"
SCALE: 1•"=1'
IN
S
K
IN
P
L
M a rn e s h ia V
R ic h a rd
K
" PL8
38"x
" PL8
33"x
" PL8
326"x
" STIFFENER PL8
" SKIN PL2
(TYP.)
SEAL BOLT
J
O
IN
T
" = 1'2
1SCALE " = 1'2
1SCALE
S-201
S-201" = 1'2
1SCALE
C BEAM 10
C BEAM 9
C BEAM 7
C BEAM 6
C BEAM 5
C BEAM 4
C BEAM 3
C BEAM 8
C BEAM 2
C BEAM 1
10 ONLY
BETWEEN STIFFENERS, AT C/L OF PLATE AT BEAM
"16
SKIN PL
SKIN PL
WHEEL C
WHEEL C
WHEEL C
WHEEL C
WHEEL C
S-501
" ENDPOST PL8
C ART. JOINT
S-201
S-201" = 1'2
1SCALE 1
S-201SCALE 1" = 1'
1" 1"
"16
1"
1"
"16
PLATE
TOP OF SKIN
SKIN PL
BOT. OF
PICK-UP CONNECTION
C OF ENDPOST PL AND
C DIAPHRAGM 1 C DIAPHRAGM 2 C DIAPHRAGM 3 C DIAPHRAGM 2 C DIAPHRAGM 1
GATE C
SYMMETRIC ABOUT
END OF SKIN PLATE
END OF SKIN PLATE
TOP OF SKIN PLATE
" STIFFENER PL (TYP.)8
END OF SKIN PL
PICK-UP CONNECTION
C OF ENDPOST PL AND
PL (TYP.)
" STIFFENER8
3" PL8
7 " PL8
" WEDGE SEAL8
" SKIN PL2
1OF
OUTSIDE FACE
" SKIN PL2
" SEAL PL2
14"x1
C AXLE
" ENDPOST PL8
3C OF
" STIFFENER PL2
" PL8
38"x " PL8
326"x
" PL8
36"x
" PL16
94"x
" PL16
94"x
" PL2
1"x8
" PL8
32"x
" PL8
326"x
" PL8
326"x
" PL8
38"x
" PL8
310"x
" PL8
310"x
" PL8
38"x
" PL (TYP.)8
36"x
" PL (TYP.)8
33"x
" PL8
326"x
" PL8
32"x
" PL8
326"x
" PL (TYP.)8
326"x
" PL8
38"x
" PL8
32"x
" PL16
94"x
JOINT
C ARTICULATED
" STIFFENER PL8
" STIFFENER PL8
" PL2
16"x
" PL2
16"x
" PL8
326"x
"4 3R 2
S-501
S-201 S-501
S-501
EL. +83.375
"8
S-201
S-501
S-201SCALE 1" = 1'
NOTE 13 ON G-002
AND GATE C.G.; SEE
C OF PICK-UP POINTS
NOTE 13 ON G-002
AND GATE C.G.; SEE
C OF PICK-UP POINTS
FOR BEAMS 1 THRU 9
C/L OF PLATES, TYP.
C/L 1" DRAIN HOLES @
THIS SHEET
SEE DETAIL 2
SHEET (TYP.)
SEE DETAIL 1 THIS
GATE PICK-UP POINT
C BEAM 1
C BEAM 2
C BEAM 3
C BEAM 4
C BEAM 5
C BEAM 6
C BEAM 7
C BEAM 8
C BEAM 9
C BEAM 10
PL (TYP.)
" STIFFENER8
3 S-501
"x1"x2'-0" PL4
" PL (TYP.)8
" SKIN PL2
1OF
OUTSIDE FACE
EL. +60.0
C BEAM 10
"2
" SKIN PL2
BOTTOM OF
ON SHEET S-502
SEE DETAIL 4
" = 1'2
1SCALE 1
" PL8
38"x
" PL8
33"x
" SKIN PL2
" SEAL PL2
14"x1
OUTSIDE EDGE OF
" SKIN PL2
" PL8
38"x
JOINT C
ARTICULATED
SHEET S-502
SEE DETAIL 6
ON G-002
SEE NOTE 13
C.G. OF GATE
S-502; UPPER CORNER
SEE SEAL DETAILS ON
S-502; ARTICULATED JOINT
SEE SEAL DETAILS ON
" PL2
16"x
(TYP.)
" PL8
3C 26"x
P
L
J
O
IN
T I
N "x
3"Ø HOLE16
9C 2
26'-9" TO OUTSIDE EDGES OF SKIN PLATE
"8
"16
J C
B
SEE NOTE
" PL (TYP.)2
1"x26"x48
1 TYP
1" PL
1" PL
(TYP.)
" PL2
1"x26"x48
ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
SHALL BE DRILLED FOR THE SHACKLE SPECIFIED,IN
NOTE: HOLE IN LIFTING LUG IS APPROXIMATE. HOLE
G-209 SHACKLE
25 TON CROSBY
C HOLE FOR
*1" PL
"16 13±9
(TYP)
CJP; UT
(TYP)
CJP; UT
(TYP)
CJP; UT
(TYP)
MT
MT
(TYP)
(TYP)
MT
ON S-501 FOR DETAILS
" PL; SEE SECTION H8
(TYP)
MT
G S-201
ELEVATION G
S-201" = 1'2
1SCALE
" SKIN PL2
LC BEAM 1
LC BEAM 2
LC BEAM 3
LC BEAM 4
LC BEAM 5
LC BEAM 6
LC BEAM 7
LC BEAM 8
LC BEAM 9
LC BEAM 10
" PL8
38"x
1" RADIUS (TYP.)
ACCESS HOLE
1" RADIUS (TYP.)
ACCESS HOLE
1" RADIUS (TYP.)
ACCESS HOLE
" (CONTROL DIMENSION)16
123'-11" ±
(C
O N
T R
O L D
IM
E N
S
IO
N
(TYP)
MT
ALL STIFFENERS
C ARTICULATED JOINTL
" PL8
38"x
" PL8
38"x
" PL8
38"x
" PL8
38"x
" PL8
310"x
" PL8
310"x
" PL8
310"x
" PL8
310"x
" PL8
38"x
1" RADIUS (TYP.)
ACCESS HOLE
" PL2
16"x
" PL2
16"x
(TYP.)
" PL8
33"x
DIAPHRAGM (TYP.)
ON S-501 FOR DETAILS
" PL; SEE SECTION H8
AT DIAPHRAGMS
" STIFFENER PL8
326"x
BETWEEN DIAPHRAGMS
" STIFFENER PL8
PL (TYP.)
" STIFFENER8
DETAIL 2 ON S-501
1" STIFFENER; SEE
"2
(SEE NOTE S-502)
BULB SEAL
(SEE NOTE S-502)
BULB SEAL
(SEE NOTE S-502)
BULB SEAL
(SEE NOTE S-502)
BULB SEAL
(SEE NOTE S-502)
BULB SEAL
J B
P /1 /1
R
E V
IS
E D B
Y A
M E
N D
M E
N T N
O
(SEE NOTE S-502)
BULB SEAL
TOP OF SKIN PL
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
IS
S
A Q
U E
N A C
O U
N T
Y
M
IS
S
IS
S
IP
P I
L
IT
T L E S
U N
F L
O W
E R D
R A
IN
A G
E S
T R
U C
T U
R E
V E
R T
IC
A L L
IF
T G
A T
E S C
O N
S T
R U
C T
IO
N
Vicksburg District
Y L S -1
-7
/2
/2
Y A
Z O
O B
A C
K W
A T
E R
S-501
V
R
BSECTION
*DIAPHRAGM 2 ONLY
" PL8
326"x
L
STIFFENER PL
"x1'-0"8 36"x
L
DSECTION FSECTION
A N
S
ID
S -5
E
L E
V A
T
IO
N S A
N D S
E C
T
IO
N S .d g n
ON SHEET S-502
SEE DETAIL 5
7 INCHES FROM THE WHEEL CENTERLINE
NOTE: PLATE CENTERLINES ARE LOCATED
1' 2'0 6"
SCALE: 1•"=1'
IN
S
K
IN
P
L
M a rn e s h ia V
R ic h a rd
" SKIN PL2
6"
" SKIN PL2
" SKIN PL2
" PL8
326"x
" PL8
326"x
" PL8
38"x
" PL8
38"x
6"
6"
J
O
IN
T
S-201
S-201 S-201
" = 1'2
1SCALE 1
AT DIAPHRAGMS
" STIFFENER PL8
326"x
" PL8
38"x
ON SHEET S-502
SEE DETAIL 3
" PL8
326"x
" PL8
33"x
NOTE 13 ON G-002
GATE C.G.; SEE
SKIN PL
TOP OF
"2
C OF SEAL
" PL2
1*6"x
STIFFENER PL
"x11"8 36"x
C ARTICULATED JOINT
"2
" = 1'2
1SCALE 1 " = 1'2
1SCALE 1
J C
B
*1" PL
L
"2
7"
" PL8
326"x
" ENDPOST PL8
" SKIN PL2
" PL8
36"x
" PL4
110"x10"x
FOR ALL BEAMS
"Ø HOLE, TYP.16
7C 2
" PL8
33"x
SEE NOTE
"x26" PL8
" PL2
14"x1
FACE OF
" END POST PL8
INTERSECTING
FOR ALL PLATES
1" RADIUS (TYP.)
1"
" PL8
38"x
" PL4
17"x7"x
"2
"2
ON SHEET S-501
SEE DETAIL 3
ENDPOST PL
C OFL
L
S-201
SECTION
" = 1'2
1SCALE 1
"x26" PL8
"8
.0
" PL2
14"x
EDGE OF
OUTSIDE
"2
" SKIN PL2
1'-3""8
" PL2
K
S-201
SECTION
" = 1'2
1SCALE 1
" PL8
38"x
1" RADIUS (TYP.)
" PL4
17"x7"x
2.878"
"2
" PL2
" SKIN PL2
" PL2
1OUTSIDE EDGE OF 4
1'-3""8
"8
J
S-201
SECTION
" = 1'2
1SCALE 1
" ENDPOST PL8
" PL8
326"x
"x15" PL2 111"x
1"
" PL8
"x1"x2'-0" PL4
HOLE
"Ø16 9C 2
CJP; UT
R "
7"
"Ø HOLE16
9C 2L
(TYP)
CJP; UT
" PL8
(TYP)
CJP; UT
" PL8
36"x
" PL8
38"x
" PL2
"x1"x1'-1" PL4
1"
"4
L
10"
S E
C T
IO
N S
L
" PIN2
1FOR 2
"Ø HOLE16
9C 2"
"2
"16 13±9
"8 33"2
1(TYP)
MT
5(TYP)
MT
"x1"x1'-1" PL4
" PL8
326"x
" SKIN PL2
" PL2
" ENDPOST PL8
3 "x15" PL2
111"x
"8
" PL8
ON G-002
SEE NOTE 13
C.G. OF GATE
" PL8
36"x
" PL8
38"x
H
S-201
SECTION
" = 1'2
1SCALE 1
SEAL WELD
1" RADIUS (TYP.)
ACCESS HOLE
1" RADIUS (TYP.)
ACCESS HOLE
B A
" = 1'8
1SCALE
CONTROL DIMENSIONS
C DIAPHRAGM 1 C DIAPHRAGM 1
L L
C BEAM 10
C BEAM 1L
L"16 123'-11" ±
".8
1MUST NOT DIFFER BY MORE THAN
NOTE: DIMENSIONS "A" AND "B" ARE EQUAL AND
" PL8
326"x
L
S-501" = 1'2
1SCALE 1
DETAIL
SEE DETAIL 1 THIS SHEET
BETWEEN DIAPHRAGMS
" STIFFENER PL8
5"
"2
1"
1" RADIUS
ACCESS HOLE
S-501
DETAIL
DETAIL 2 ON THIS SHEET
1" STIFFENER (TYP.); SEE
"4
"16
1"
TYP
SCALE 3" = 1'
R
E V
IS
E D B
Y A
M E
N D
M E
N T N
O
/1 /1
J B
P
(SEE NOTE S-502)
BULB SEAL
(S E
E N
O T
E S -5
B U
L B S
E A
L
" CHAMFER16
" CHAMFER16
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
IS
S
A Q
U E
N A C
O U
N T
Y
M
IS
S
IS
S
IP
P I
L
IT
T L E S
U N
F L
O W
E R D
R A
IN
A G
E S
T R
U C
T U
R E
V E
R T
IC
A L L
IF
T G
A T
E S C
O N
S T
R U
C T
IO
N
Vicksburg District
Y L S -1
-7
/2
/2
Y A
Z O
O B
A C
K W
A T
S-502
V
R
S-502
B
A S-502
S E
C T
IO
N S A
N D D
E T
A
IL
S
A N
S
ID
S -5
S
E C
T
IO
N S A
N D D
E T
A
IL
S .d g n
UPPER CORNER
SEAL DETAILS
SCALE 3" = 1'
LOWER CORNERARTICULATED JOINT
SCALE: 6"=1'
0 3" 6" 9" 12"
SCALE: 3"=1'
3" 6" 9" 12"
S-201
DETAIL
SCALE 3" = 1'
S-201
DETAIL
SCALE 6" = 1'
S-201
DETAIL
SCALE 6" = 1'
" SKIN PL2
C SEAL BOLTSL
"16
" PL2
14"x1
"Ø BULB4
R
" PL2
1"x8
" PL8
32"x
" SKIN PL2
C SEAL BOLTL
"16 94"x
" SKIN PL2
2" 2"
1"1"1"1"1"
"16
SEAL BOLTS - 4" O.C. MAX
"2
2"
C SEALSL
O .C
M A
X
C SEALSL
" PL2
14"x1
" ENDPOST PL8
" SKIN PL2
" ENDPOST PL8
"16
4" O.C. MAX
SEAL BOLTS
" PL8
32"x
" PL16
94"x
" PL2
14"x1
" PL2
14"x1
" ENDPOST PL8
3C L
" ENDPOST PL8
3C L
JOINT C
ARTICULATED
L
C SEALSL
O .C
M A
X
S E
A L B
O L T S
O .C
M A
X
RUBBER PLUG
"8
3"x48 74"x
A
S-502SCALE 6" = 1'
SECTION
B
S-502SCALE 6" = 1'
SECTION
LJOINT C
ARTICULATED
" PL8
32"x
" PL8
32"x
" SKIN PL2
" SEAL8
" SKIN PL2
C SEAL BOLTL
S E
A L B
O L T S
4" O.C. MAX
SEAL BOLTS
" SKIN PL2
S E
A L B
O L T S
O .C
M A
X
" ENDPOST PL8
3C L
S E
A L B
O L T S
" PL2
1"x8
" SEAL8
" PL16
94"x
" ENDPOST PL8
C S-502
C
S-502SCALE 6" = 1'
SECTION
S-502
B
C SEAL BOLTSL
" PL16
94"x
" CLAMPING BAR8
32"x
" SKIN PL2
" ENDPOST PL8
" SEAL8
"16
1"1"
2"2"
"2
C SEAL BOLTL
L
" PL16
94"x
" PL16
94"x
" SEAL8
RUBBER PLUG
"8 3"x48
74"x
" PL2
14"x
O .C
M A
X
S E
A L B
O L T S
S E
A L B
O L T S
O .C
M A
X
" SKIN PL2
JOINT
C ARTICULATED
"8
" SKIN PL2
"16 9"16
9"8 7"8
5"2
" PL2
14"x
" RUBBER PLUG8
BOLT
C SEALL
O .C
M A
X
S E
A L B
O L T S
" PL16
94"x
" PL2
14"x1" SKIN PL2
"16 9"16
9"8 7"8
5"2
"8
1' 2'0 6"
SCALE: 1•"=1'
S-201
DETAIL
SCALE 3" = 1'
D
S-502SCALE 3" = 1'
SECTION
D S-502
2"2"
4"
" PL8
" PL8
326"x
" PL8
326"x
L
" PL (TYP.)8
JOINT
C ARTICULATEDL
P
L
"x
G
G
M a rn e s h ia V
R ic h a rd
INSERT (TYP.)
" THICK STEEL8
3"Ø x 2
STEEL INSERT (TYP.)
1"1"1"1"1"2"
"2
"1
RUBBER PLUG
"x4"8 7"x4
2" 2"
2" 1"1"1"1"
"16
"2
" PL8
32"x
J
O
IN
T A
T
D
IA
P H
R A
G M
S
A N
D D
IA
P H
R A
G M
S
J
O
IN
T A
T E
N D
P O
S T P
L
P
L
"x
G R
IN
D T
O B
E A
R A
T
E N
D P
O S
T P
L O
N L
Y D
IA
P H
R A
G M A
N D
TYP
IN SHOP ASSEMBLED POSITION
SHALL BE DRILLED WITH GATE
HOLES FOR THESE BOLTS
J C
B
ASSEMBLED POSITION
WITH GATE IN SHOP
BOLTS SHALL BE DRILLED
HOLES FOR THESE
CJP
"Ø HOLE THRU EACH PL AND INSERT.16
WITH HEX HEAD, WASHER AND NUT. PROVIDE
" A325X FULLY PRETENSIONED BOLT 4
1C 1
R
E V
IS
E D B
Y A
M E
N D
M E
N T N
O
/1 /1
J B
P
2 2
BULB SEAL (SEE NOTE S-502)
GUIDELINES TO ENSURE A WATER-TIGHT SEAL.
FITTING WITHOUT BUCKLING OR MISALIGNMENT. FOLLOW MANUFACTURER
BE CUT, AND/OR DRESSED, SLIGHTLY LONGER THAN REQUIRED TO PERMIT
OF ALL PIECES MUST BE CUT AT RIGHT ANGLES, NOT BEVELED. SEALS SHOULD
GATE IN HIS SHOP BY BUTTING THEM TIGHTLY, ONE TO THE OTHER. THE ENDS
SPLICES ARE ALLOWED. SEALS SHALL BE FITTED BY THE FABRICATOR TO THE
BULB SEAL, SEALS ARE REQUIRED TO BE VULCANIZED. VULCANIZED FIELD
DOUBLE- BULB SEAL. IF TWO J-BULB SEALS ARE USED TO FORM A DOUBLE-
A DOUBLE-BULB SEAL OR TWO J-BULB SEALS CAN BE USED TO FORM A
NOTE:
(SEE NOTE THIS SHEET)
BULB SEAL
(SEE NOTE THIS SHEET)
BULB SEAL
" PL16
94"x
ORDER TO CLEAR WELD
PROVIDE NOTCH IN SEAL
" WEDGE SEAL8
(SEE NOTE THIS SHEET)
BULB SEAL
(SEE NOTE THIS SHEET)
BULB SEAL (SEE NOTE THIS SHEET)
BULB SEAL
THIS SHEET)
(SEE NOTE
BULB SEAL
(SEE NOTE THIS SHEET)
BULB SEAL
(SEE NOTE THIS SHEET)
BULB SEAL
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
IS
S
A Q
U E
N A C
O U
N T
Y
M
IS
S
IS
S
IP
P I
L
IT
T L E S
U N
F L
O W
E R D
R A
IN
A G
E S
T R
U C
T U
R E
V E
R T
IC
A L L
IF
T G
A T
E S C
O N
S T
R U
C T
IO
N
Vicksburg District
Y L S -1
-7
/2
/2
Y A
Z O
O B
A C
K W
A T
S-503
V
R
SCALE: 3"=1'
3" 6" 9" 12"
W H
E E
L A
S S
E M
B L
Y
M a rn e s h ia V
R ic h a rd
A N
S
ID
S -5
W H
E E
L A
S S
E M
B L
Y .d g n
WHEEL ASSEMBLY
A S-502
C AXLE
C BUSHINGL
L
5.816"
"16 1121""16
132 1"
"16
C WHEELL
A S-502
BEARING END
SCALE 3" = 1'
B
S-502SCALE 3" = 1'
GATE END
B S-502
R
L
T Y P
" SQUARE8
-13 UNC-2A2
" DEEP; 6 HOLES FOR 16
-13 UNC-2B2
1DRILL AND TAP
AXLE - MK-502-1
"-4 UNC-2A4
WHEEL - MK-502-2
SCALE 3" = 1'
LIST OF PARTS NOT DETAILED
MARK DESCRIPTION
SIZE
DIAMETER LENGTH
NO.
REQD
SCALE 3" = 1' SCALE 3" = 1'SCALE 3" = 1'SCALE 3" = 1'
SCALE 3" = 1'
HALF FAR SIDE HALF NEAR SIDE
SCALE 3" = 1'
I.D. NOM2
BEARING COVER - MK-502-3 RETAINER - MK-502-4
20 REQ'D 20 REQ'D 20 REQ'D 20 REQ'D 20 REQ'D
BUSHING - MK-502-5 THRUST RING - MK-502-6 SEAL RETAINER - MK-502-7
20 REQ'DASTM A504-CLASS C
SCALE 3" = 1'
20 REQ'DASTM A668-CLASS M
MK-502-1 MK-502-13
MK-502-12
MK-502-2
MK-502-10
MK-502-3
MK-502-4
MK-502-9
MK-502-5
MK-502-7
MK-502-11
MK-502-6
MK-502-8
"8
1"
R
"4
"2
FOR MK-502-10
" Ø HOLES16
7DRILL 8 -
FOR MK-502-9
" Ø HOLES32
17DRILL 6 -
"4 2R
4"R
"16
"2
"8 5R
FOR MK-502-11
" HOLES16
5DRILL 8 -
L
L
L
" PL8
" PL8
326"x
" PL8
326"x
" PL4
135LB CRANE RAIL
4.2"
D
IA
D
IA
D
IA
D
IA
TREAD WIDTH TO SUIT
D
IA
M
IN
H U
B D
IA
M
D
IA
D
IA
" DEEP FOR MK-502-1016
"-16 UNC-2B8
3DRILL AND TAP
" DEEP FOR MK-502-118
-20 UNC-2B4
1DRILL AND TAP
"16
"2
"16 1341"
ABOUT C
SYMMETRIC
L
"8 74R "8
5R
D
IA
D
IA
"8
4" R
19MK-502-8
MK-502-9
MK-502-10
MK-502-11
MK-502-12
MK-502-13
MK-502-14
-13 UNC-2A2
-16 UNC-2A8
-20 UNC-2A4
-4 UNC-2B4
-4 UNC-2B4
"16
"64
"64
1"
"4
"2
GARLOCK KLOZURE MODEL 64
1'-4" *" *2
ASTM A709 - GR. 50
D
IA
T Y P
T Y P
T Y P . 32
MK-502-14
RUBBER O-RING, MINN. RUBBER CO. 8268
L LC ENDPOST PL C DIAPHRAGM 1
C CAP SCREW
C CAP SCREW
C CAP SCREW
C CAP SCREW
LUBRON AQ100 ALLOY 954 LUBRON AQ100 ALLOY 954
.9
D
IA
.9
D
IA
.0
D
IA
.8
5.815"
.8
D
IA
D
IA
.0
D
IA
.0
D
IA
.0
D
IA
4.812"
4.810"
D
IA
.0
D
IA
.1
D
IA
T R
E A
D D
IA
.0
.1
D
IA
.0
D
IA
.4
D
IA
.9
D
IA
.9
D
IA
D
IA
D
IA
FLAT FACE FINISH HEX NUT, ASTM A194 GR. 8
HEX JAM NUT, ASTM A194 GR. 8
R E
H
M
IN
D
IA
STEEL SLEEVE
" STAINLESS4
WITH FN 1 FIT TO AXLE
CONDITION 1150 SLEEVE
" 17-4 PH STAINLESS4
NOTE: PROVIDE FN 1 FIT FOR BUSHING TO AXLE ASSEMBLY.
.9
D
IA
.0
D
IA
.0
D
IA
.0
D
IA
.0
D
IA
PAIRS WITH STAINLESS STEEL WIRE
SAFETY WIRE BOLTS MK-502-9 IN
HEX HEAD CAP SCREW, ASTM A193 GR. B8, WITH WASHER
HEX HEAD CAP SCREW, ASTM A193 GR. B8, WITH WASHER
HEX HEAD CAP SCREW, ASTM A193 GR. B8, WITH WASHER
NOTE: CAP SCREWS SHALL BE LOCKED USING LOCTITE BLUE 242.
USING LOCTITE BLUE 242.
NOTE: CAP SCREWS SHALL BE LOCKED
8. ALL SCREWS THREADS SHALL BE UNIFIED NATIONAL COARSE, CLASS 2 FIT.
7. SURFACES MARKED √ SHALL HAVE 125 SURFACE FINISH ANSI B46.1-1978 STANDARD UNLESS OTHERWISE SHOWN.
6. THE REQUIRED, UNFACTORED WHEEL CAPACITY IS 83 KIPS.
SUBSTITUTED IF APPROVED EQUAL.
5. TRADE NAMES SHOWN INDICATE EXAMPLES OF STANDARD ITEMS. OTHER MANUFACTURER'S PRODUCTS MAY BE
4. MISALIGNMENT OVER THE LENGTH OF THE BEARING SHALL NOT EXCEED .001 INCHES PER INCH.
LIMITS WITH BEARING MANUFACTURER.
INCH UNLESS OTHERWISE INDICATED. VERIFY CLEARANCE AND INTERFERENCE 64
13. TOLERANCES SHALL BE ±
PRIOR APPROVAL OF THE CONTRACTING OFFICER.
2. ALL DIMENSIONS SHOWN WITH AN ASTERISK (*) ARE FIXED DIMENSIONS AND SHALL NOT BE CHANGED WITHOUT
FOR "OPTION A". SEE BIDDING SCHEDULE AND THE MEASUREMENT AND PAYMENT SECTION OF THE SPECIFICATIONS.
1. ALL QUANTITIES SHOWN ARE FOR TWO GATES, INCLUDING ONE GATE FOR THE BASE BID AND A SECOND GATE
NOTES:
R E
V
IS
E D B
Y A
M E
N D
M E
N T N
O
/2
/1
ASTM A480 - GR. 304SS
J C
B
R
E V
IS
E D B
Y A
M E
N D
M E
N T N
O
J B
P /1 /1
ASTM A36
E C D
IV
IS
IO
N
S T
R U
C T
U R
E S S
E C
T
IO
N
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
A P
P R
D A
T E
F
IL
E N
U M
B E
R
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
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V
IC
K S
B U
R G D
IS
T R
IC
T
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
A N
S I
D of Engineers
US Army Corps
D E
S
IG
N B
R A
N C
H
H e n ry A
D u la n e y P .E
/2
/2
W E
E -1
-B -0
W E
E -0
-C -x x x x
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
IS
S
A Q
U E
N A C
O U
N T
Y
M
IS
S
IS
S
IP
P I
L
IT
T L E S
U N
F L
O W
E R D
R A
IN
A G
E S
T R
U C
T U
R E
V E
R T
IC
A L L
IF
T G
A T
E S C
O N
S T
R U
C T
IO
N
Vicksburg District
Y L S -1
-7
/2
/2
Y A
Z O
O B
A C
K W
A T
File details come from the government source that posted it. Updated .