M4AR101701-PLAN_SET_DWGS-2018-10-29-FABRICATION.PDF
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- Dardanelle Barge Transport Federal contract opportunity
- Solicitation number
- W9127S20Q0052
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| A.02.01 Combined Synopsis and Solicitation-.pdf |
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A N
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DARDANELLE LOCK AND DAM (NO. 10)
YELL COUNTY, ARKANSAS
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STEEL STRUCTURES FABRICATION
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FABRICATION
PLAN SET INDEX
DESCRIPTIONPLAN SET ID
RECESS
PROT PLATE
SILL BEAM
BULKHEAD RECESS ASSEMBLY
PROTECTION PLATE ASSEMBLY
SILL BEAM AND STAY-IN-PLACE FORM
COFFERDAM
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SILL BEAM AND STAY-IN-PLACE FORM
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Solicitation:
Contract:
of Engineers
US Army Corps
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SOLICITATION
APRIL 2018
ROGER A. PERK, P.E., CHIEF, ENGINEERING AND CONSTRUCTION DIVISION, ROCK ISLAND DISTRICT
FREDERICK R. JOERS, P.E., DIRECTOR, INLAND NAVIGATION DESIGN CENTER
ER 1110-1-8152 AND ER 1110-1-8168.
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
ISLAND DISTRICT, DESIGNED THIS PROJECT FOR THE LITTLE ROCK DISTRICT
THE INLAND NAVIGATION DESIGN CENTER IN COORDINATION WITH THE ROCK
AL REIN, R.A., CHIEF, DESIGN BRANCH, LITTLE ROCK DISTRICT
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AMERICAN WELD SOCIETYAWS
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AMERICAN SOCIETY OF TESTING ASTM
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GA001
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DARDANELLE LOCK AND DAM (NO. 10)
D A
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ARKANSAS RIVER
YELL COUNTY, ARKANSAS
A R
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RECESS
BULKHEAD RECESS ASSEMBLY
B M
A
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Solicitation:
Contract:
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APRIL 2018
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SA001
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B A
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ID NO.
SHEET
M
A R
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A .d
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N S
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RECESS FABRICATION
IN
D
RECESS
SA504
SA503
SA502
SA501
SA301
SA201
SA101
SA002
SA001
GA001
DETAILS - RECESS ASSEMBLY
DETAILS - RECESS ASSEMBLY
DETAILS - RECESS ASSEMBLY
DETAILS - RECESS ASSEMBLY
SECTIONS - RECESS ASSEMBLY
ELEVATIONS - LAND WALL AND RIVER WALL - RECESS ASSEMBLY
ISOMETRIC AND PLAN - RECESS ASSEMBLY LAND AND RIVER WALL
GENERAL STRUCTURAL NOTES
INDEX
COVER SHEET
B M
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SA002
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L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S O
N M
A R
S
A .d
O H
N S
O N
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
S
GENERAL STRUCTURAL NOTES
DELIVERY TO THE SITE AND INSTALLATION.
FABRICATION TOLERANCES ARE MAINTAINED DURING
NECESSARY, OF THE RECESS ASSEMBLY TO ENSURE
INSTALLATION OF TEMPORARY BRACING, AS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR5.
COMMENCING WORK.
ALL DIMENSIONS SHOWN ON THE DRAWINGS PRIOR TO
THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING4.
WORK ON THE AFFECTED COMPONENTS.
UNDOCUMENTED CONDITIONS PRIOR TO BEGINNING
OFFICER OF ANY DISCREPANCIES IN DIMENSIONS OR
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING3.
STANCE.
BE USED AS SHOP DRAWINGS UNDER ANY CIRCUM-
REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT2.
IS SPECIFICALLY INDICATED OR REFERENCED.
CONDITION TO ANOTHER CONDITION WHERE THE DETAIL
TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION
APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE
THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE
BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF
ONLY WHERE SPECIFICALLY INDICATED OR REFERENCED,
DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT1.
CRITICAL DIMENSIONS: -0" +1#16"
CAMBER: ±1#8" OVER THE ENTIRE HEIGHT
ENTIRE HEIGHT
±1#16" IN TEN FEET, OVER THE
OVERALL STRAIGHTNESS: ±1#8" OVER THE ENTIRE HEIGHT
OVERALL HEIGHT: ±1#16"
BE AS FOLLOWS:
TOLERANCES FOR STRUCTURAL STEEL FABRICATION SHALL
ASSEMBLY
TOLERANCES FOR BULKHEAD RECESS
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:1
:2
A
M b e c d d rd
/2
/2
SA101
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
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A S
M
A R
A R
K A
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IV
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L O
C K C
H A
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U L
K H
E A
D R
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E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
SA201
A1
SA201
A3
9'-0"
3'-4""4
4'-0" *2'-6"
"4 11'-11 "2
15'-1
A3
PLAN - LAND WALL
FLOW
FLOW
2'1'0SCALE : 1"=1'-0"
E J
O H
N S
O N
A1
ISOMETRIC - LAND WALL
IS
O
M E
T R
IC
A
N D P
L A
N
R E
C E
S S A
S S
E M
B L
Y
L A
N D A
N D R
IV
E R W
A L
A R
R E
C E
S S S
A .d g n
RECESS
GENERAL SHEET NOTES
LAND WALL SHOWN, RIVER WALL OPPOSITE HAND.1.
OF BULKHEAD.
* CRITICAL DIMENSION FOR OPERATIONAL FIT
1 OPPOSITE HAND FOR RIVER WALL
QUANTITY: 1 AS SHOWN FOR THE LANDWALL
B M
A
O C
T
R E
V N
O R
E M
O V
E D R
E C
E S
S C
H A
M B
E R F
A C
E I
N T
E G
R A
L T
E E A
R M
O R
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
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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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SA502-A3SA502-A3
SA501-A1
SA502-A1
SA501-A1
SA502-A1
SA501-A2
SA502-A4
SA501-A2
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:2
:2
A
M b e c d d rd
/2
/2
SA201
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
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A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
SA301
A1
FLOW
FLOW
E J
O H
N S
O N
A1
ELEVATION
A3
ELEVATION
E L E
V A
T
IO
N S
R E
C E
S S A
S S
E M
B L
Y
L A
N D W
A L L R
IV
E R W
A L L
A R
R E
C E
S S S
A .d g n
RECESS
GENERAL SHEET NOTES
LAND WALL SHOWN, RIVER WALL OPPOSITE HAND.1.
B M
A
O C
T
R E
V N
O R
E M
O V
E D R
E C
E S
S C
H A
M B
E R F
A C
E I
N T
E G
R A
L T
E A
R M
O R
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SA502-A3
SA502-A2
SA503-A4
SA502-A1
SA502-A2
SA501-A1
SA501-A2
SA502-A5
SA502-A3
SA502-A4
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:2
:2
A
M b e c d d rd
/2
/2
SA301
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
(TYP)
"Ø x 8" HCA4
4'-0"2'-6"
1/4
1/4
2-6
2-6
TYP
FLOW
A1
SECTION
S E
C T
IO
N S
E J
O H
N S
O N
R E
C E
S S A
S S
E M
B
Y
CJP
2-6
2-6
A R
R E
C E
S S S
A .d g
1/4
TYP
1'-8"1'-8"
ASSEMBLY
C RECESSL
"4 35"4
35"2 16 "2
2'-6"
B M
A
O C
T
R E
V N
O R
E M
O V
E D R
E C
E S
S C
H A
M B
E R F
A C
E I
N T
E G
R A
L T
E E A
R M
O R
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
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IO
N
D
2 3
C
4 5
A
B
M A
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D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:0
A
M b e c d d rd
/2
/2
SA501
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 1' 2' 4'SCALE : 1/2"=1'-0"
ELEVATION
PLAN
" PL4
A1
SA501-A1
2'-6"
2'-1"
1'-4"
(1 OPP HAND)
(1 AS SHOWN)
QUANTITY: 2 (1 EA PER ASSEMBLY)
MATERIAL: ASTM A36
3"
R
2'-6"
3"
R
(1 OPP HAND)
(1 AS SHOWN)
QUANTITY: 2 (1 EA PER ASSEMBLY)
MATERIAL: ASTM A36
A2
SA501-A2
" PL4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
D E
T A
IL
S
E J
O H
N S
O N
" 6
"2 16 "2
11'-3
(TYP)
S
P
H
C A
S
P
H
C A
R E
C E
S S A
S S
E M
B
A R
R E
C E
S S S
A .d g n
RECESS
PLAN
ELEVATION
"2 16"2
11'-3
S
P
H C
A
S
P
H C
A
B M
A
O C
T
R E
V N
O R
E M
O V
E D R
E C
E S
S C
H A
M B
E R F
A C
E I
N T
E G
R A
L T
E E A
R M
O R
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:4
A
M b e c d d rd
/2
/2
SA502
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
PLAN
"4 3L8x6x
5'-0"
" PL4
A1
SA502-A1
A2
SA502-A2
A3
SA502-A3
A4
SA502-A4
A5
SA502-A5
PLAN
W5x16
ELEVATION ELEVATION ELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
2" PL
PLAN
ELEVATION
E J
O H
N S
O N
D E
T A
IL
S
QUANTITY: 2 (1 EA PER ASSEMBLY)
MATERIAL: ASTM A36
QUANTITY: 4 (2 EA PER ASSEMBLY)
MATERIAL: ASTM A36
QUANTITY: 4 (2 EA PER ASSEMBLY)
MATERIAL: ASTM A992 GR 50
QUANTITY: 2 (1 EA PER ASSEMBLY)
MATERIAL: ASTM A276, TYPE 316L
R E
C E
S S A
S S
E M
B
"8 3L4x3x
4"
(4 OPP HAND)
(4 AS SHOWN)
QUANTITY: 8
MATERIAL: ASTM A992, GR50
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"2
S
P A
C E
S
L E
G
T R
IM
"4 11'-3
A R
R E
C E
S S S
A .d g n
RECESS
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
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R A
C T N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
N D
C
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L A
N D N
A V
A G
A T
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N D
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IG
N C
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L R
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Sheet
/1
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S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
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P la n n in g E n g in e e ri n g D e s ig n \I
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:4
:1
A
M b e c d d rd
/2
/2
SA503
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
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IC
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A R
K A
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A S
M L
IN
D S
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B A
N D
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1'-10"
5"6"6"
9"
3"
SIDE
R
" PL4
(TYP)
"Ø x 8" HCA4
0 3" 6" 9" 12"SCALE : 3"=1'-0"
8"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
ELEVATION
2"
PLAN
3"
R
3"
R
(TYP)
"Ø x 8" HCA4
C1
SA503-C1 - CORNER CAP
A1
SA503-A1 - WALL CORNER
D E
T A
IL
S
E J
O H
N S
O N
QUANTITY: 4 (2 EA PER ASSEMBLY)
MATERIAL: ASTM A36
QUANTITY: 4 (2 EA PER ASSEMBLY)
MATERIAL: ASTM A36
R E
C E
S S A
S S
E M
B
A4
SA503-A4
PLAN
ELEVATION
QUANTITY: 2 (1 EA PER ASSEMBLY)
MATERIAL: ASTM A36
W6x20
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A R
R E
C E
S S S
A .d g n
RECESS
B M
A
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T
R E
V N
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IS
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H E
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B E
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S O
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B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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N D
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IN
L A
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A V
A G
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N D
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N C
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Sheet
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/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
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P la n n in g E n g in e e ri n g D e s ig n \I
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W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:4
:4
A
M b e c d d rd
/2
/2
SA504
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
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K D
IS
T R
IC
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L
IT
T L E R
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A R
K A
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A S
M
A R
A R
K A
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A S R
IV
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C K C
H A
M B
E R B
U L
K H
E A
D R
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S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
PAINT ALL SURFACES, FULL HEIGHT, ON THIS SIDE OF RECESS ASSEMBLY
DO NOT PAINT
A1
PAINTING SCHEDULE
E J
O H
N S
O N
D E
T A
IL
S
R E
C E
S S A
S S
E M
B
SCALE : NO SCALE
A R
R E
C E
S S S
A .d g n
RECESS
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
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S O
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IC
IT
A T
IO
N N
O
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A M
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D W
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D E
S
IG
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D B
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D E
S C
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2 3
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A
B
M A
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D A
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D B
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P L
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C O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
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P la n n in g E n g in e e ri n g D e s ig n \I
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W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:2
:1
A
M b e c d d rd
/2
/2
GB001
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
DARDANELLE LOCK AND DAM (NO. 10)
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S O
N
C O
V
O H
N S
O
PROT PLATE
PROTECTION PLATE ASSEMBLY
A R
P
R O
T P
L A
T E
G B .d g n
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
Solicitation:
Contract:
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
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D E
S
IG
N E
D B
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D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
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D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
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C A
L E
P L
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A T
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C O
N T
R A
C T N
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:2
:1
A
M b e c d d rd
/2
/2
SB001
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
SHEET
PROTECTION PLATE
IN
D
E X
E J
O H
N S
O N
M
A R
P
R O
T P
L A
T E
G B .d g
SB701
SB503
SB502
SB501
SB301
SB201
SB101
SB002
SB001
GB001
PADEYE ASSEMBLY
DETAILS
DETAILS
DETAILS
SECTIONS
ELEVATIONS
ISOMETRIC AND PLAN
GENERAL STRUCTURAL NOTES
INDEX
COVER SHEET
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:2
:2
A
M b e c d d rd
/2
/2
SB002
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
O H
N S
O N
M
A R
P
R O
T P
L A
T E
G B .d g n
PROT PLATE
GENERAL STRUCTURAL NOTES
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
ASSEMBLY
TOLERANCES FOR PROTECTION PLATE
"16
1CRITICAL DIMENSIONS: -0" +
" OVER THE ENTIRE HEIGHT8
1CAMBER: ±
ENTIRE HEIGHT
" IN TEN FEET, OVER THE16
1 ±
" OVER THE ENTIRE HEIGHT8
1OVERALL STRAIGHTNESS: ±
"16
1OVERALL HEIGHT: ±
BE AS FOLLOWS:
TOLERANCES FOR STRUCTURAL STEEL FABRICATION SHALL
PROTECTION PLATE ASSEMBLY AFTER INSTALLATION.
SWIVEL HOIST RINGS SHALL REMAIN ON THE
FOR LIFTING OF PROTECTION PLATE ASSEMBLIES.
CONTRACTOR SHALL PROVIDE (4) SWIVEL HOIST RINGS6.
SPECIFICATIONS.
SHALL BE PAINTED IN ACCORDANCE WITH THE
ALL SURFACES OF THE PROTECTION PLATE ASSEMBLY5.
NUTS SHALL BE ASTM A194, GRADE 8.
" ASTM A193, GRADE B8. ALL4
3ALL BOLTS SHALL BE Ø4.
SILT/DEBRIS.
BE THE WEIGHT OF THE ASSEMBLY PLUS 10% FOR
ARMOR. WEIGHT NOTED ON PROTECTION PLATE SHALL
BE WELDED ON THE TOP FACE OF THE ROLLED CORNER
WEIGHT OF PROTECTION PLATE ASSEMBLY SHALL3.
FABRICATION.
CONTRACTOR SHALL VERIFY WEIGHT FROM ACTUAL
APPROXIMATELY 10,500 LBS WITHOUT SILT AND DEBRIS.
WEIGHT OF PROTECTION PLATE ASSEMBLY IS2.
D1.1 .
WELDS DESIGNED IN ACCORDANCE WITH AWS1.
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:5
A
M b e c d d rd
/2
/2
SB101
O N
E S
A S S -O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
IS
M E
T R
IC
A
N D P
L A
N
U S P
R O
T E
C T
IO
N P
L A
T E
0 3" 6" 9" 12"SCALE : 3"=1'-0"A2
US LAND AND RIVER WALL PLAN
"8 34'-8
SB201
A4
S B
A
SB201
A1
"8 52'-0
"16 54'-1
SB201
A2
SCALE : NO SCALEA1
US LAND AND RIVER WALL ISOMETRIC
"16 32'-4
E J
O H
N S
O
A R
P
R O
T P
L A
T E S
B .d g n
WT = XX, XXX lbs
GENERAL SHEET NOTES
(1 RIVER WALL)
(1 LANDWALL)
QUANTITY: 2
RING (BY OTHERS)
SWIVEL HOIST
TWO TURNBUCKLES BY OTHERS2.
TWO SWIVEL HOIST RINGS BY OTHERS1.
TURNBUCKLE (BY OTHERS)
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
S O
L
IC
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A T
IO
N N
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F
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A M
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D W
N B
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C K
D B
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S
IG
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D B
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S C
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2 3
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A
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M A
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D A
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D B
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P L
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P L
O T D
A T
E
C O
N T
R A
C T N
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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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SB502-C2
SB503-C1 SB503-C1
SB502-A1
SB502-A2
SB503-C1
SB502-A3
SB503-C1
SB502-C2
SB701-A1
SB502-C3
SB502-A5
SB503-C1
SB502-A1
SB501-A5
SB501-A1
SB502-A2
SB503-C1
SB502-A3
SB503-C1SB503-C1
S-501-A1 SB501-A1
SB501-A3
SB501-A5
S-503-C1SB503-C1
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
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D E
S
IG
N E
D B
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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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SOLICITATION
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:4
:3
A
M b e c d d rd
/2
/2
SB201
O N
E S
A S S -O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
"16 54'-1
A4A2
"8 34'-8
S B
A
SB301
A4
"16 92'-6
"2
3'-4"
S
P A
C E
S
SB301
C4
A1
ELEVATION
A2
ELEVATION
A4
ELEVATION
S
P A
C E
S
E L E
V A
T
IO
N S
E J
O H
N S
O N
PROT PLATE
P R
O T
E C
T
IO
N P
L A
T
A R
P
R O
T P
L A
T E S
B .d g n
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
SB502-C2 SB502-A5
SB501-C3
SB501-A5
SB502-A1
SB501-A1
SB501-A3
SB502-A2
SB502-A3
SB501-A1
SB502-C3
SB502-A5 SB502-A5
SB501-A5
SB502-C2
SB502-A5
SB502-C3
SB501-C3
SB502-A5
SB501-A1
SB502-A1
SB501-A5
SB501-A1
SB503-C1
SB501-A3
SB503-C1
SB501-A1
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:4
:3
A
M b e c d d rd
/2
/2
SB301
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
"8 34'-8
"16 54'-1
"16 32'-4
1'-8" 1'-8"
* CRITICAL DIMENSION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1
SECTION
A4
SECTION
C4
SECTION
S
P A
C E
S
1/4
TYP
5/16
5/16
1/4 1/4
5/16
5/16
5/16
C T
IO
N S
E J
O H
N S
O N
PROT PLATE
P R
O T
E C
T
IO
N P
L A
P A
C E
S
A R
P
R O
T P
L A
T E S
B .d g n
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:0
A
M b e c d d rd
/2
/2
SB501
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
R 1"
R 3"
W24x55
"16 93'-3
"16 152'-6"16
3" 3"
1'-4""16
1"
R
"16 93'-3
"16 152'-6"16
"16 131'-7"8
W10x30
W6x20
4" 4"
1"
R
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"16 51 "8
"8 76 11"
Ø 1"
"16 5Ø 1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
" HOLE16
13Ø
HOLE (TYP)
"16 13Ø
"2
"2
2"
2"
L C BEAM
"4
S
P
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
"2
A1
SB501-A1
A3
SB501-A3
C3
SB501-C3
A5
SB501-A5
S
P
W16x57
D E
T A
IL
S
E J
O H
N S
O N
P R
O T
E C
T
IO
N P
L A
A R
P
R O
T P
L A
T E S
B .d g n
R
EA LAND WALL AND RIVER WALL)
(2 OPP HAND (BTM 3 HOLES), 1
AND MIDDLE WALL)
(2 AS SHOWN, 1 EA LANDWALL
QUANTITY: 4
MATERIAL: ASTM A992, GR 50
(1 RIVER WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A992, GR 50
(7 RIVER WALL)
(7 LANDWALL)
QUANTITY: 14
MATERIAL: ASTM A992, GR 50
(16 RIVER WALL)
(16 LANDWALL)
QUANTITY: 32
MATERIAL: ASTM A992, GR 50
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:0
A
M b e c d d rd
/2
/2
SB502
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
"16 54'-1
" PL4
1" PL4
" PL8
3'-11"
"2 15"2
"2 11 "2
(TYP)
"Ø HOLE16
"2
6"
2"
" PL4
" PL8
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
SCALE : 1"=1" 2"1"0
1" PL
"8
1SIDE
BEVEL EACH
"4
R
9"
A1
SB502-A1
C2
SB502-C2
C3
SB502-C3
A3
SB502-A3
A5
SB502-A5
A2
SB502-A2
D E
T A
IL
S
E J
O H
N S
O N
P R
O T
E C
T
IO
N P
L A
T
A R
P
R O
T P
L A
T E S
B .d g n
(1 RIVER WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(1 RIVER WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(1 RIVER WALL)
(1 LANDWALL)
QUANTITY: 2
MATERIAL: ASTM A36
(2 RIVER WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(2 RIVER WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(4 RIVER WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:0
A
M b e c d d rd
/2
/2
SB503
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
6"
5"
"2
4"1"
" PL4
" PL4
(TYP)
"Ø HOLES16
"Ø HOLE16
0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
S
P
"4
"16 13"x4
L8x6x1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"C1
SB503-C1
A1
SB503-A1
A2
SB503-A2
D E
T A
IL
S
E J
O H
N S
O N
P R
O T
E C
T
IO
N P
L A
T
A R
P
R O
T P
L A
T E S
B .d g n
(4 RIVER WALL)
(4 LANDWALL)
QUANTITY: 8
MATERIAL: ASTM A36
(2 RIVER WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
(2 RIVER WALL)
(2 LANDWALL)
QUANTITY: 4
MATERIAL: ASTM A36
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
S O
L
IC
IT
A T
IO
N N
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F
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A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
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D E
S C
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N
D
2 3
C
4 5
A
B
M A
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D A
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S
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S U
B M
IT
T E
D B
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P L
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C A
L E
P L
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A T
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C O
N T
R A
C T N
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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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SB503-A2
SB503-A1
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:3
A
M b e c d d rd
/2
/2
SB701
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
3"
"2
5/16
0 1" 2" 3" 4"SCALE : 6"=1'-0"A1
SB701-A1 - ASSEMBLY
P A
D E
Y E A
S S
E M
B L
Y
E J
O H
N S
O N
P R
O T
E C
T
IO
N P
L A
T
A R
P
R O
T P
L A
T E S
B .d g n
B M
A
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T
R E
V N
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IS
E D S
H E
E T N
U M
B E
R S
S O
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IC
IT
A T
IO
N N
O
F
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E N
A M
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D W
N B
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C K
D B
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D E
S
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N E
D B
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D E
S C
R
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N
D
2 3
C
4 5
A
B
M A
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D A
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S
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S U
B M
IT
T E
D B
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P L
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C A
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P L
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A T
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C O
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:4
:0
A
M b e c d d rd
/2
/2
GC001
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
DARDANELLE LOCK AND DAM (NO. 10)
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S O
N
C O
V
O H
N S
A R
S
IL
L
B E
A M
G
C .d g n
SILL BEAM
SILL BEAM AND STAY-IN-PLACE FORM
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
Solicitation:
Contract:
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:4
:2
A
M b e c d d rd
/2
/2
SC001
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S O
N
IN
D
O H
N S
O N
SILL BEAM
SC502
SC501
SC305
SC302
SC301
SC101
SC001
GC001
DETAILS - STAY-IN-PLACE FORM
DETAILS - SILL BEAM
SECTIONS - STAY-IN-PLACE FORM
SECTIONS - SILL BEAM
SECTIONS - SILL BEAM
PLAN - SILL BEAM AND STAY-IN-PLACE FORM
INDEX
COVER SHEET
M
A R
S
IL
L B
E A
M S
C .d g n
SILLBEAM
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SC502-A1 SC502-A4 SC502-C3 SC502-A5 SC502-C4 SC502-A5 SC502-C3
SC502-A4
SC502-A1
SC502-A3SC502-C2
SC502-C4
SC502-C2SC502-A3SC502-A3 SC502-A3
SC502-C1
SC502-A2 SC502-A2 SC502-A2 SC502-A2 SC502-A2 SC502-A2
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:4
A
M b e c d d rd
/2
/2
SC101
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
0 4' 16'8'SCALE : 1/8"=1'-0"
C
A
S C
C
A 1 P
L A
N
E J
O H
N S
O N
S
IL
L B
E A
M A
N D S
T A
Y -I
N -P
L A
C E F
O
TYP
SC305
A3
SC305
C3
PLAN - SILL BEAM AND STAY-IN-PLACE FORM
GENERAL SHEET NOTES
STAY-IN-PLACE FORM ASSEMBLY IS 2847lbs.
THE ESTIMATED WEIGHT OF THE SILL BEAM AND1.
M
A R
S
IL
L
B E
A M
S
C .d g n
SILL BEAM
S C
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SC501-A1 SC501-C5 SC501-C5
SC502-C4
SC501-A2
SC501-C1
SC501-A4
SC501-C4
SC501-A5
SC501-C3
SC501-A3
SC501-C2
SC502-A2
SC502-A5
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:5
:3
A
M b e c d d rd
/2
/2
SC301
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
C T
IO
N S
A1
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
E J
O H
N S
3/8
SC302
C3
SC302
A3
SC302
C1
SC302
A1
" Ø A325 BOLTS4
3STEEL BOLTS
" Ø STAINLESS 4
A R
S
IL
L
B E
A M
S
C .d g n
SILL BEAM
S
IL
L B
E
LOCKING NUTS
STEEL BOLTS WITH NYLON
" ASTM F593 STAINLESS4
3(4)Ø
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SC501-C2
SC501-A5
SC501-A2
SC501-A1
SC501-C1
SC501-A1
SC501-A2
SC501-C1
SC501-A1
SC501-A2
SC501-C3
SC501-A1
SC501-A2
SC501-C4
SC501-C1
SC501-A5
SC501-C3
SC501-C4
SC501-C1
SC501-C2
SC501-A3
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:0
:5
A
M b e c d d rd
/2
/2
SC302
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
C T
IO
N S
A1
SECTION
C1
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
E J
O H
N S
IL
L B
E A
M
M
A R
S
IL
L
B E
A M
S
C .d g n
SILL BEAM
"2
"2
"2
"2
"4
"2
"4
C3
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A3
0 3" 6" 9" 12"SCALE : 3"=1'-0"
SIMILAR TO SECTION C1
WELD REQUIREMENTS
NOTE:
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
3/8
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:1
:5
A
M b e c d d rd
/2
/2
SC501
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
SC501-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C1
SC501-C1
0 6" 1' 2'SCALE : 1 1/2"=1'-0" C3
SC501-C3
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A4
SC501-A4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A2
SC501-A2
2'1'0SCALE : 1"=1'-0"
C2
SC501-C2
2'1'0SCALE : 1"=1'-0"
A3
SC501-A3
2'1'0SCALE : 1"=1'-0"
C4
SC501-C4
2'1'0SCALE : 1"=1'-0"
A5
SC501-A5
2'1'0SCALE : 1"=1'-0"
C5
SC501-C5
2'1'0SCALE : 1"=1'-0"
1'-0"
"4
"4
6"
2" (T Y P
2'-0"
6" 1'-0"
"2
"2
R
1'-0"
1'-0"
8"2"
R
1'-0"
4"4"
"16 131'-2
R
"8
"8 3L3x3x
" PL2
" PL2
" PL2
1" PL
1" PL
1" PL " PL2
" PL2
" PL2
BE SUPPLIED BY OTHERS
RING. HOIST RING TO
FOR SWIVEL HOIST
" - 10 FULL DEPTH4
DRILL AND TAP PLATE
D E
T A
IL
S
E J
O H
N S
O N
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 4
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 4
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
QUANTITY: 1
TYPE 316L
MATERIAL: ASTM A276
2" 8"
1'-3""2
"2 11 "2
"2
R
"2
IL
L B
E
A R
S
IL
L
B E
A M
S
C .d g n
SILL BEAM
1'-0"
10"
"8
2"
"2
2"
"2
R
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:1
:4
A
M b e c d d rd
/2
/2
SC502
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
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K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
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L O
C K C
H A
M B
E R B
U L
K H
E A
D R
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E S
S E
S
D A
R D
A N
E L L E L
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K A
N D D
A M
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L L C
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N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
QUANTITY: 2
MATERIAL: ASTM A36
A1
SC502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C1
SC502-C1
0 6" 1' 2'SCALE : 1 1/2"=1'-0" C3
SC502-C3
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
A4
SC502-A4
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A2
SC502-A2
2'1'0SCALE : 1"=1'-0"
C2
SC502-C2
A3
SC502-A3
C4
SC502-C4
2'1'0SCALE : 1"=1'-0"
A5
SC502-A5
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
1'-0"
2"
"4
1'-0"
6"
6"
6"
6"
" (TYP)
R
" (T Y P
R
S
P
S
P
2"
"8
"4
"2
2"
"4
S
P
S
P
SCALE : 3/4"=1'-0" 0 1' 2' 3'
1'-0"
"4
"4
2"
"2
"16
R
" PL2
" PL2
1 " PL2
" PL2
1 " PL2
" PL2
" PL2
" PL2
" PL2
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 6
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
2"
2"
2"
2"
D E
T A
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S
E J
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A Y -I
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N N
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
N D
C
IN
L A
N D N
A V
A G
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N D
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N C
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T E
R M
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L R
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Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
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P la n n in g E n g in e e ri n g D e s ig n \I
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C S u p p o rt -M u lt ip le A
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D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:0
A
M b e c d d rd
/2
/2
SD001
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
DARDANELLE LOCK AND DAM (NO. 10)
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S O
N
C O
V
O H
N S
C
F F
E R
D A
M F
A B
R
IC
A T
IO
COFFERDAM FABRICATION
A R
C O
F F
E R
S
D .d g n
COFFERDAM
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
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
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D E
S
IG
N E
D B
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D E
S C
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2 3
C
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A
B
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D A
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D B
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P L
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C A
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P L
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A T
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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
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P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:2
A
M b e c d d rd
/2
/2
SD002
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
C
F F
E R
D A
M
IN
D
E X
E J
O H
N S
A R
C O
F F
E R
S
D .d g n
COFFERDAM
SD703
SD702
SD701
SD507
SD506
SD505
SD504
SD503
SD502
SD501
SD302
SD301
SD201
SD102
SD101
SD002
SD001
ACCESS LADDER ASSEMBLY
STRUT ASSEMBLY
PADEYE ASSEMBLY
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
SECTIONS
SECTIONS
ELEVATIONS
PLAN - COFFERDAM
ISOMETRIC - COFFERDAM
INDEX
COVER SHEET
B M
A
O C
T
R E
V N
O A
D D
E D S
H E
E T T
O E
X C
E P
T T
R
IM
B L E C
O F F
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B O
X E
X T
E N
S
IO
N
B M
A R
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O R
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IS
E D S
H E
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U M
B E
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T
S O
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IT
A T
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N N
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F
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D W
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C K
D B
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IG
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D B
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D E
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N
D
2 3
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A
B
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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N D
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IN
L A
N D N
A V
A G
A T
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N D
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N C
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T E
R M
V D
L R
D
Sheet
/1
/2
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
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P la n n in g E n g in e e ri n g D e s ig n \I
N D
C S u p p o rt -M u lt ip le A
R R iv e r
L
D s \D a rd a n e ll e U
S B
H R e c e s s S
W L I n s ta ll a ti o n P la n S e ts \S h e e ts F a b ri c a ti o n \M
:3
:4
A
M b e c d d rd
/2
/2
SD101
O N
E S
A S S
H O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
IT
T L E R
O C
K D
IS
T R
IC
T
L
IT
T L E R
O C
K
A R
K A
N S
A S
M
A R
A R
K A
N S
A S R
IV
E R
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S E
S
D A
R D
A N
E L L E L
O C
K A
N D D
A M
Y E
L L C
O U
N T
Y
A R
K A
N S
A S
M L
IN
D S
E Y
B A
N D
E R
S
IS
M E
T R
IC
C O
F F
E R
D A
M
A1
ISOMETRIC
SCALE : NO SCALE
E J
O H
N S
O N
GENERAL NOTES
SPECIFICATIONS.
THE FABRICATOR IN ACCORDANCE WITH THE
SHALL BE CALCULATED AND DOCUMENTED BY
(WITHOUT SEALS) IS 45,0000 lbs. FINAL WEIGHT
THE ESTIMATED WEIGHT OF THE COFFERDAM1.
A R
C O
F F
E R
S
D .d g n
COFFERDAM
B M
A
O C
T
R E
V N
O R
E V
IS
E D S
H E
E T T
O E
X C
E P
T T
R
IM
B L E C
O F F
E R
B O
X E
X T
E N
S
IO
N
B M
A R
E V N
O R
E V
IS
E D S
H E
E T N
U M
B E
R S
O C
T
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
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D E
S
IG
N E
D B
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D E
S C
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N
D
2 3
C
4 5
A
B
M A
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D A
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S
IZ
E
S U
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IT
T E
D B
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P L
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R M
V D
L R
D
Sheet
/1
/2
SD-503-A3
SD502-A2
SD501-A3
SD502-A1
SD702-A1
SD701-A1
SD503-A5
SD501-A2
SD502-A3
SD503-A3
SD703-A1
SD701-A1
SD502-A3
SD501-A5
SD501-A1
SD503-A1
SD501-A3
SD502-A1
SD502-A2
SD701-A1
SD503-A5
SD501-A2
SD703-A1
SD502-A3
SD701-A1
SD501-A5
SD502-A3
SD505-A4
SD501-A5
A N
S I
D p w \S
W L -F
S -C
A D .s w l.
d s .u s a c e .a rm y .m il :C
E S
W L -O ra c le \D o c u m e n ts \C iv il W o rk s \A
R \0
\2 a o b \3
P la n n in g E n g in e e ri n g D e s ig n \I
N D
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