Dashields Cofferdam_Plans.pdf
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- Solicitation number
- W912DS24B0006
About this file
This document contains technical drawings and details for a cofferdam to be used in the construction of new U.S. Bulkhead Recesses at the Dashields Locks and Dams on the Ohio River. The drawings provide specifications for the cofferdam's structural assembly, including details on the frames, struts, padeyes, access ladder, and other components. Key details include the cofferdam's weight of 35 kips, the required installation of the cofferdam after dewatering, and the need for the cofferdam to be painted after fabrication. This cofferdam is part of a larger federal contract opportunity, Solicitation Number W912DS24B0006, for the construction of Bulkhead Recesses and Trash Rack Replacement at the Troy Lock and Dam in Troy, New York, to be performed by the U.S. Army Corps of Engineers.
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US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
SOLICITATION NO.
PENNSYLVANIA
ALLEGHENY COUNTY
DASHIELDS LOCKS AND DAMS
OHIO RIVER
COFFERDAM
110 FT. LOCK
NEW U.S. BULKHEAD RECESSES
CERTIFIED FINAL
MARCH 2014
S-101-A1
2’1’0SCALE : 1"=1’-0"A1
TITLE
DWG REF(s) : S-101
A1 S-101
A1
A1 S-101
A1
A 1
A1 S-101
A1
MARK INDICATOR
TITLE INDICATOR
ELEVATION INDICATOR
SECTION INDICATOR
DETAIL INDICATOR
KEYNOTE REVISION TRIANGLE
VIEW NUMBER
VIEW NUMBER
ON WHICH VIEW IS DRAWN
SHEET REFERENCE NUMBER
SAME SHEET
VIEW DRAWN ON
VIEW NUMBER
SAME SHEET
VIEW DRAWN ON
ON WHICH VIEW IS DRAWN
SHEET REFERENCE NUMBER
VIEW NUMBER
SAME SHEET
VIEW DRAWN ON
ON WHICH VIEW IS DRAWN
SHEET REFERENCE NUMBER
STRUCTURAL HATCHING
DRAWING SYMBOLS
REVISION NUMBER
NUMBER
SHEET LOCATION
REFERENCE DRAWING(S)SHEET NO. SHEET TITLE
DRAWING INDEX
SE-002
STEELCONCRETE
GROUTDEMO
A N
D S
Y M
B O
L S
J W
C
M L L
B M
A
F R J
A N
S I
D
H
E E
T I
N D
E X
N O
T E
S
GENERAL STRUCTURAL NOTES
COFFERDAM ACCESS LADDER ASSEMBLY
COFFERDAM STRUT ASSEMBLY
COFFERDAM PADEYE ASSEMBLY
COFFERDAM DETAILS
COFFERDAM DETAILS
COFFERDAM DETAILS
COFFERDAM DETAILS
COFFERDAM DETAILS
COFFERDAM DETAILS
COFFERDAM SECTIONS
COFFERDAM SECTIONS
COFFERDAM ELEVATIONS
COFFERDAM PLAN
COFFERDAM ASSEMBLY
GENERAL ABBREVIATIONS
SHEET INDEX, NOTES AND SYMBOLS
COVER SHEET
SE-703
SE-702
SE-701
SE-506
SE-505
SE-504
SE-503
SE-502
SE-501
SE-302
SE-301
SE-201
SE-102
SE-101
SE-003
SE-002
SE-001
/7 /2 a u t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A P
R
B M
A R
E V
IS
E
N O
T
A
COFFERDAM SHOULD BE PAINTED AFTER FABRICATION.6.
CONCRETE.
ALLOWABLE SHEAR STRENGTH OF 6.0 kips IN 3000 psi
ANCHORS ARE 1"Ø x 9" EXPANSION ANCHORS WITH AN
FRAME, STARTING AT THE BOTTOM FRAME. REQUIRED
SHOULD BE INSTALLED AT/NEAR EVERY OTHER HORIZONTAL
FOR COFFERDAM INSTALLATION) AFTER DEWATERING. BOLTS
SIX BOLTS SHOULD BE INSTALLED IN EACH ANGLE (12 TOTAL
LOCATION ADJUSTMENT DUE TO VARYING FIELD LOCATIONS.
THE BOLTING ANGLES HAVE MULTIPLE HOLES TO ALLOW BOLT5.
THE COFFERDAM, AND SHOULD NOT BE USED IN THIS CAPACITY.
STRUTS ARE NOT DESIGNED FOR ATTACHING TO FOR PICKING4.
"V" ON DRAWING SE-301.
LIFTING IN THE VERTICAL POSITION IS INDICATED AS POSITION
VERTICAL POSITION. STRUT INSTALLATION LOCATION FOR
ONE STRUT IS REQUIRED TO PICK THE COFFERDAM IN THE
PICKING VERTICAL:
POSITION "H" ON DRAWING SE-301.
LIFTING IN THE HORIZONTAL POSITION ARE INDICATED AS
HORIZONTAL POSITION. STRUT INSTALLATION LOCATIONS FOR
TWO STRUTS ARE REQUIRED TO PICK THE COFFERDAM IN THE
PICKING HORIZONTAL:
FABRICATED AND ARE AVAILABLE.
PICKINGTHE COFFERDAM. ONLY THREE STRUTS HAVE BEEN
HORIZONTAL REMOVABLE STRUTS ARE REQUIRED FOR3.
BE PERMANENTLY MARKED ON THE COFFERDAM.
THE WEIGHT OF THE COFFERDAM IS 35 kips. WEIGHT SHALL2.
HYDRAULIC STEEL STRUCTURES GUIDE SPECIFICATION.
STRUCTURE SHOULD FOLLOW ER 1110-2-8157 AND THE
IN THE DISTRICT HSS INVENTORY. FABRICATION OF THIS
PER LRP GUIDANCE, THIS STRUCTURE WILL BE INCLUDED1.
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TEMPERATURETEMP
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BETWEENBTWN
BTM BOTTOM
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BP BASE PLATE
BO BOTTOM OF
BEAMBM
BUILDINGBLDG
BHN BRINNELL HARDNESS
BC BOLT CENTER
BENTB
AMERICAN WELD SOCIETYAWS
AVERAGEAVG
AND MATERIALS
AMERICAN SOCIETY OF TESTING ASTM
ARCHITECT, -URAL, -UREARCH
APPROXIMATE, APPROXIMATELYAPPROX
ALUMINUMALUM
ALTERNATEALT
STEEL CONSTRUCTION
AMERICAN INSTITUTE OF AISC
ADJUSTABLE OR ADJACENTADJ
ADDITIONALADDL
ANCHOR BOLTAB
DOWELDWL
DRAWINGDWG
DETAILDTL
DOWNSTREAMDS
DEAD LOADDL
DIMENSIONDIM
DIAGONALDIAG
DIAMETERDIA OR Ø
DEMOLISH OR DEMOLITIONDEMO
DOUBLEDBL
DEFORMED ANCHOR STUDDAS
DEPTHD
EACH WAYEW
EXTERIOREXT
EXPANSION OR EXPOSEDEXP
EXISTINGEXIST
EXCAVATEEXC
ETCETERAETC
EQUIPMENTEQUIP
EQUAL SPACEEQ SPA
EQUALEQ
EDGE OF SLABEOS
EDGE OF DECKEOD
ENCLOSUREENCL
EMBEDDEDEMBED
ELEVATIONEL OR ELEV
EXPANSION JOINTEJ OR EXP JT
EACH FACEEF
EACHEA
EXISTING STRUCTURAL MEMBER(E)
FOOTINGFTG
FOOTFT
FRAMINGFR
FACE OF WALLFOW
FACE OF BUILDINGFOB
FOUNDATIONFND
FLOORFLR
FINISHFIN
FLOOR DRAINFD
FRACTURE CRITICAL MEMBERFCM
CONCRETE COMPRESSIVE STRENGTHf’c
GYPSUM BOARDGYP
GENERAL OR GENERATORGEN
GENERAL CONTRACTORGC
GRADE BEAMGB
GALVANIZEDGALV
GAUGEGA
HEIGHT OR HEAT TREATHT
HORIZONTALHORIZ
HEADERHDR
HEADED ANCHOR STUDHDAS
HEADED ANCHOR BOLTHDAB
JOINTJT
JOISTJST
JUNCTION BOXJBOX
KIPS PER SQUARE INCHKSI
LOCATIONLOC
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
LINEARLIN
LEFT HANDLH
POUND(S)LB, LBS OR #
NOT TO SCALENTS
NOMINALNOM
NUMBERNO OR #
NOT IN CONTRACTNIC
NOT APPLICABLEN/A
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OPPOSITEOPP
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OUTSIDE DIAMETEROD
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POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
PROJECTPROJ
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POUNDS PER CUBIC FOOTPCF
PRECAST CONCRETEPCC
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REFERENCEREF
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INSULATED CONCRETE FORMSICF
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COUNTERSINKCTSK
COUNTERBORECTB
CORROSION RESISTANT STEELCRES
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CONTINUE OR CONTINUOUSCONT
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CONSTRUCTIONCONST
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CENTER LINE
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CONTROL/CONSTRUCTION JOINTCJ
CAST IN PLACE CONCRETECIPC
CONCRETE EXPANSION ANCHORCEA
CAPACITYCAP
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CENTER TO CENTERC/C
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MINIMUMMIN
ONE THOUSANDTH OF AN INCHMIL
MAN HOLEMH
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SE-503-A5
SE-501-A1
SE-503-A1
SE-502-A2
SE-501-A2 SE-501-A2
SE-501-A3
SE-503-A5
SE-701-A1
SE-503-A3
SE-701-A1 SE-701-A1
SE-701-A1
SE-503-A3
SE-703-A1
SE-502-A3SE-502-A3
SE-502-A1 SE-502-A1
SE-702-A1
SE-703-A1
SE-501-A5
SE-501-A5
SE-502-A2
SE-501-A3
SE-502-A3
SE-502-A3
SE-102
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
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1/4
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FOR CLARITY
SEAL NOT SHOWN
1/4
NOTE 1
1/4
1/4
NOTE 1
CJP
3/16
3/16
5/16
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
NOTE 2
NOTE 3 NOTE 3
1/4
1/4
NOTE 1
NDT
CJP NDT
CJP
NDT
CJP
5/16
NOTE 2
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
FOR ALL FRAMES.
STIFFENERS REQUIRED ON BOTH SIDES OF WEB3.
FOR TOP FRAME ONLY.
STIFFENERS REQUIRED ON BOTH SIDES OF WEB2.
IN ORDER TO PREVENT MOISTURE INFILTRATION.
IN CONTACT NOT RECEIVING STRUCTURAL WELDS
SEAL WELD ALL EDGES OF MEMBERS AND PLATES1.
NOTES:
1/4
1/4 STIFF, NOTE 1
TOP AND BTM
TYP EA END
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
1/4
1/4 STIFFENER
AND BTM WEB
TYP FOR TOP
C STIFFENERL
LC PICKING EYE
C STIFFENERL
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SE-501-A1
SE-501-A1
SE-501-A1
SE-502-A1SE-502-A1
SE-701-A1SE-701-A1
SE-701-A1SE-701-A1
SE-503-A3SE-503-A3
SE-703-A1
SE-503-A3
SE-701-A1
SE-701-A1
SE-502-A2
SE-701-A1
SE-503-A1
SE-503-A5
SE-701-A1
SE-201
F F
E R
D A
M E
L E
V A
T
IO
A1
ELEVATION
DWG REF(s) : SE-102
C
M L L
B M
A
F R J
A N
S
/2 t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
"x7" NEOPRENE2
SEAL
"x7" NEOPRENE2
"4 114’-9
1’-10"
"8 37’-
1’-1" "8 34’-11
0 1’ 2’ 4’SCALE : 1/2"=1’-0" A3
ELEVATION
DWG REF(s) : SE-102
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
SEAL
"x7" NEOPRENE2
SEAL
" NEOPRENE8
1"x72
1(2)2
SEAL
" NEOPRENE8
1"x72
1(2)2
SE-503-A3
SE-502-A3
SE-501-A2
SE-501-A2
SE-501-A2
SE-501-A2
SE-501-A2
SE-501-A2
SE-503-A1
SE-702-A1
SE-501-A2
SE-501-A2
SE-501-A5
SE-503-A5
SE-501-A4
SE-501-C4
SE-501-C5
SE-502-A4
SE-502-C4
SE-502-C4
SE-502-A5
SE-502-A5
SE-502-C5
SE-502-C5
SE-501-A2
SE-501-A2
SE-501-A2
SE-501-A2
SE-502-A1
SE-702-A1
SE-702-A1
SE-503-A3
SE-501-A1
SE-501-A1
SE-501-A1
SE-501-A1
SE-501-A1
SE-501-A1
SE-301
F F
E R
D A
M S
E C
T
IO
C
M L L
B M
A
F R J
A N
S I
D
A1
SECTION
DWG REF(s) : SE-102
A3
SECTION
DWG REF(s) : SE-102
/2
SEAL
"x7" NEOPRENE2
SEAL
" NEOPRENE8
1"x72
1(2)2
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
SEAL
" NEOPRENE8
1"x72
1(2)2
"8 36’-0
1/4
TYP
SE-302
A1
SE-302
A3 u t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
1/4
1/4
TYP
A P
R
B M
A
PICKING VERTICALLY
SE-702-A1 WHEN
DRILL HOLES FOR
1SEE NOTE 1
STRUT POSITION "V" -
1SEE NOTE 1
STRUT POSITION "H" -
1SEE NOTE 1
STRUT POSITION "H" -
A D
D
R U
T
IN
F O
R M
A T
IO
N
"V" ON DRAWING SE-301.
VERTICAL POSITION IS INDICATED AS POSITION
INSTALLATION LOCATION FOR LIFTING IN THE
COFFERDAM IN THE VERTICAL POSITION. STRUT
ONE STRUT IS REQUIRED TO PICK THE
PICKING VERTICAL:
AS POSITION "H" ON DRAWING SE-301.
IN THE HORIZONTAL POSITION ARE INDICATED
STRUT INSTALLATION LOCATIONS FOR LIFTING
COFFERDAM IN THE HORIZONTAL POSITION.
TWO STRUTS ARE REQUIRED TO PICK THE
PICKING HORIZONTAL:
HAVE BEEN FABRICATED AND ARE AVAILABLE.
FOR PICKING THE COFFERDAM. ONLY THREE STRUTS
HORIZONTAL REMOVABLE STRUTS ARE REQUIRED1.
NOTE:
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-501-C4
SE-503-A5
SE-503-A1
SE-501-A1
SE-501-A2 SE-501-C4
SE-501-C4
SE-501-A1
SE-501-A2
SE-302
F F
E R
D A
M S
E C
T
IO
C
M L L
B M
A
F R J
A N
S I
D
A1
SECTION
DWG REF(s) : SE-301
/2
0 1" 2" 3" 4"SCALE : 6"=1’-0"
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A3
SECTION
DWG REF(s) : SE-301
0 1" 2" 3" 4"SCALE : 6"=1’-0"
TYP
NOTE 1
CJP,
NOTE 1
CJP,
FRONT SKIN PLATE NOT SHOWN FOR CLARITY.3.
TYPICAL SECTION AT ALL VERTICAL ANGLE LOCATIONS.2.
" FILLET.4
1AND SEALED WITH
SMOOTH. FAR SIDE (INTERIOR FACE) SHALL BE BACK GOUGED
WELDS. NEAR SIDE (EXTERIOR FACE) SHALL BE GROUND
COMPLETE JOINT PENETRATION WELD OF ANGLE LEGS TO BEAM
PEWARS TO DETERMINE JOINT PREPARATION TO ACCOMPLISH1.
NOTES:
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-501
F F
E R
D A
M D
E T
A
IL
C
M L L
B M
A
F R J
A N
S
7 W8x40
"8
"16
"16
1"
R
"8
"16
"16
R
W8x40
1"
" PL4
"4
"2 1L4x4x
"2 1L4x4x
"2 1L4x4x
" PL2
"4
2’1’0SCALE : 1"=1’-0" 2’1’0SCALE : 1"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0" 2’1’0SCALE : 1"=1’-0"
2’1’0SCALE : 1"=1’-0" 2’1’0SCALE : 1"=1’-0"
0 3" 6" 9" 12"SCALE : 3"=1’-0"
/2
ELEVATION
PLAN
PLAN
PLAN
ELEVATION
ELEVATION
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
QUANTITY: 2
MATERIAL: ASTM A36
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-501-A1
SE-301, SE-302
DWG REF(s) : SE-102, SE-201, A3
SE-501-A3
DWG REF(s) : SE-102
A4
SE-501-A4
DWG REF(s) : SE-301
A5
SE-501-A5
DWG REF(s) : SE-102, SE-301
C5
SE-501-C5
DWG REF(s) : SE-301
C4
SE-501-C4
DWG REF(s) : SE-301, SE-302
A2
SE-501-A2
SE-302
DWG REF(s) : SE-102, SE-301, QUANTITY: 2
MATERIAL: ASTM A572, GR 50
QUANTITY: 22
MATERIAL: ASTM A572, GR 50
QUANTITY: 11
MATERIAL: ASTM A992
QUANTITY: 22
MATERIAL: ASTM A992
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-502
C
M L L
B M
A
A N
S
/2 t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
F R J
PLAN
ELEVATION
"4 3L6x6x
PLAN
ELEVATION
S
P A
C E
S C /C
"2
BAR
1"x1" SQUARE
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 3" 6" 9" 12"SCALE : 3"=1’-0" SCALE : 1"=1" 2"1"0
"16
"16
"16
" PL2
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 4
MATERIAL: ASTM A36
"2 1L4x4x
"2 1L4x4x
PLAN
ELEVATION
PLAN
"2 1L4x4x
ELEVATION
ELEVATION
"2 1L4x4x
PLAN
0 6" 1’ 2’SCALE : 1 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 6" 1’ 2’SCALE : 1 1/2"=1’-0"
QUANTITY: 2
MATERIAL: ASTM A36
C O
F F
E R
D A
M D
E T
A
IL
S
A1
SE-502-A1
DWG REF(s) : SE-102, SE-201
A2
SE-502-A2
DWG REF(s) : SE-102, SE-201
A3
SE-502-A3
DWG REF(s) : SE-102
A4
SE-502-A4
DWG REF(s) : SE-301
A5
SE-502-A5
DWG REF(s) : SE-301
C5
SE-502-C5
DWG REF(s) : SE-301
C4
SE-502-C4
DWG REF(s) : SE-301
QUANTITY: 52
MATERIAL: ASTM A572, GR 50
FABRICATED LENGTHS
MAKE (2) 28’-8"
20’-0" LENGTHS TO
QUANTITY: PROVIDE 3 STANDARD
MATERIAL: ASTM A36
" HOLE8
1Ø 1
F
A B
R
IC
A T
E D L
E N
G T
H
S
T A
N D
A R
D B
A R L
E N
G T
H
GOV PERSONNEL
WELDED BY
JOINT TO BE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-503
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
" PL2
C O
F F
E R
D A
M D
E T
A
C
M L L
B M
A
F R J
A N
S I
D
A3
SE-503-A3
DWG REF(s) : SE-102, SE-201, SE-301
/2
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
" PL2
6’-10"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
11"
"2
"4 3Ø 1
"8 7R 4
30° BEND
MATERIAL: ASTM A572 GR 50
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-503-A1
DWG REF(s) : SE-102, SE-201, SE-301, SE-302
" PL2
QUANTITY: 2
MATERIAL: ASTM A572, GR 50
A5
SE-503-A5
SE-301, SE-302
DWG REF(s) : SE-102, SE-201, QUANTITY: 2 @ SUPPLIED WIDTH
MATERIAL: ASTM A36
" FABRICATED WIDTH4
114’-7
" SUPPLIED WIDTH8
57’-3 " SUPPLIED WIDTH8
57’-3
GOV PERSONNEL
WELDED BY
JOINT TO BE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-504
F F
E R
D A
M D
E T
A
C
M L L
B M
A
F R J
A N
S
/2
"8
"4
1’-2"
1’-1"
R
QUANTITY: 32
MATERIAL: ASTM A572 GR. 50
0 1" 2" 3" 4"SCALE : 6"=1’-0" 0 1" 2" 3" 4"SCALE : 6"=1’-0"
QUANTITY: 8
MATERIAL: ASTM A572 GR. 50
QUANTITY: 8
MATERIAL: ASTM A572 GR. 50
0 1" 2" 3" 4"SCALE : 6"=1’-0"
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
"2
"4
A1
SE-504-A1
DWG REF(s) : SE-701
A3
SE-504-A3
DWG REF(s) : SE-701
A5
SE-504-A5
DWG REF(s) : SE-701
" PL2
" PL2
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-505
F F
E R
D A
M D
E T
A
C
M L L
B M
A
F R J
A N
S
/2
QUANTITY: 3
MATERIAL: ASTM A53
2 8
8"
5""2
4"
PIPE
C 4" STDL
IP
E
C S
T D
L4" STD PIPE
"16
0 1" 2" 3" 4"SCALE : 6"=1’-0"2’1’0SCALE : 1"=1’-0"
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-505-A1
DWG REF(s) : SE-702
A2
SE-505-A2
DWG REF(s) : SE-702 QUANTITY: 6
MATERIAL: ASTM A572, GR 50
S O
L
IC
IT
A T
IO
N N
O
F
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E
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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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
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P L
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C A
L E
P L
O T D
A T
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D A
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M A
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D E
S C
R
IP
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IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-506
F F
E R
D A
M D
E T
A
C
M L L
B M
A
F R J
A N
S
/2
QUANTITY: 58
MATERIAL: ASTM A36
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
"4
"4 31’-6
"4 31’-5
"4
"4
S
P A
C E
S C /C
(TYP)
"Ø HOLE16
HOLE
"Ø BOLT8
HOLE
"Ø BOLT8
(TYP)
"Ø HOLE16
HOLE
"Ø BOLT8
HOLE
"Ø BOLT8
QUANTITY: 8
MATERIAL: ASTM A36
QUANTITY: 28
MATERIAL: ASTM A36
FLAT BAR
"2 1"x22
FLAT BAR
"2 1"x22
L8x4x1/2
1"Ø BAR
1"Ø BAR
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
QUANTITY: 4
MATERIAL: ASTM A36
QUANTITY: 4
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-506-A1
DWG REF(s) : SE-703
A3
SE-506-A3
DWG REF(s) : SE-703
A4
SE-506-A4
DWG REF(s) : SE-703
B4
SE-506-B4
DWG REF(s) : SE-703
C4
SE-506-C4
DWG REF(s) : SE-703
0 1" 2" 3" 4"SCALE : 6"=1’-0"
0 1" 2" 3" 4"SCALE : 6"=1’-0"
SCALE : 1"=1" 2"1"0
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-504-A3
SE-504-A1
SE-504-A5SE-504-A1
SE-504-A5
SE-504-A3
SE-504-A3
SE-504-A1
SE-504-A5
SE-504-A3
SE-504-A1
SE-504-A5SE-504-A5
SE-504-A5
SE-701
C
M L L
B M
A
F R J
A N
S
/2
"2
1’-2"
5""2
ELEVATION
PLAN
0 1" 2" 3" 4"SCALE : 6"=1’-0"
C O
F F
E R
D A
M
P A
D E
Y E A
S S
E M
B t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
QUANTITY: 8
A1
SE-701-A1 - ASSEMBLY
DWG REF(s) : SE-102, SE-201
1’-1"
END
NDT
CJP
NOTE 2
5/16
5/16 NOTE 1
TYP OF 4,
5/16
5/16 NOTE 1
TYP OF 4,
STRUCTURAL MEMBERS PRIOR TO WELDING.
BEARING BETWEEN THE STIFFENER AND
STIFFENERS SHALL HAVE AT LEAST 75%2.
MOISTURE INFILTRACTION.
STRUCTURAL WELDS IN ORDER TO PREVENT
PLATES IN CONTACT NOT RECEIVING
SEAL WELD ALL EDGES OF MEMBERS AND1.
NOTES:
S O
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D B
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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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-505-A1
SE-505-A2
SE-505-A2
SE-702
C
M L L
B M
A
F R J
A N
S
/2
2’1’0SCALE : 1"=1’-0"
C O
F F
E R
D A
M S
T R
U T A
S S
E M
B L
QUANTITY: 3
t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-702-A1 - ASSEMBLY
DWG REF(s) : SE-102, SE-301
1/4
TYP
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
SE-506-C4
SE-506-A3
SE-506-A1
SE-506-A4
SE-506-B4
SE-703
C
M L L
B M
A
F R J
A N
S
/2
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
1/4
C O
F F
E R
D A
M
A C
C E
S S L
A D
D E
R A
S S
E M
B t o d e s ig n B
E
C D
M L
L
L D
A O
S
E x x x .d g n a u t o s c a le
A1
SE-703-A1 - ASSEMBLY
DWG REF(s) : SE-102, SE-201 QUANTITY: 3
3/16
3/16
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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 A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
P
IT
T S
B U
R G
H P
A
R O
C K I S
L A
N D D
IS
T R
IC
T
O H
IO
R
IV
E R
D A
S H
IE
L D
S L
O C
K S A
N D D
A M
C L
O C
K T
O W
E R B
L D
G
R
O C
K I S
L A
N D D
R
IV
E
R O
C K I S
L A
N D
IL
W U .S
B U
L K
H E
A D R
E C
E S
S E
| LDAO_SE_001xxx |
| LDAO_SE_002xxx |
| LDAO_SE_003xxx |
| LDAO_SE_101xxx |
| LDAO_SE_102xxx |
| LDAO_SE_201xxx |
| LDAO_SE_301xxx |
| LDAO_SE_302xxx |
| LDAO_SE_501xxx |
| LDAO_SE_502xxx |
| LDAO_SE_503xxx |
| LDAO_SE_504xxx |
| LDAO_SE_505xxx |
| LDAO_SE_506xxx |
| LDAO_SE_701xxx |
| LDAO_SE_702xxx |
| LDAO_SE_703xxx |
File details come from the government source that posted it. Updated .