A22 - W912EK25RA018 - Amendment 0002_PLAN_SET_07.14.2025.pdf
PDF 5 MB Posted
- Attached to
- Mississippi River Basin, Lock 19, Keokuk, IA, Nose Pier Replacement and Bulkhead Recesses
- Solicitation number
- W912EK25RA018SOL
About this file
This file is a detailed engineering plan set for the U.S. Army Corps of Engineers' Lock 19 Nose Pier Replacement and Bulkhead Recess project in Keokuk, Iowa. The document contains multiple technical drawings providing specifications for stay-in-place formwork, cross beams, skin plate stiffeners, and structural assembly details for top and bottom units. The drawings include precise dimensional information, material specifications (such as ASTM A572 Grade 50 and ASTM A36 steel), and detailed views of structural components like cross bracing, beam cut tables, and assembly brackets.
The engineering plans are part of a larger federal contract opportunity (Solicitation W912EK25RA018) valued between $25-$100 million, with a project duration of 638 consecutive calendar days (or 973 days if Option 2 is awarded). The project involves multiple complex construction elements including river wall monolith extension, concrete removal, mechanical dredging, underwater rock excavation, precast concrete segment installation, and bulkhead recess construction. The project is categorized under NAICS code 237990 and is structured as an unrestricted, Lowest Price Technically Acceptable (LPTA) procurement by the U.S. Army Corps of Engineers Rock Island District.
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US Army Corps
U .S
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A1
SCALE: 3"=1'-0"
S-518-A1 - CROSS BRACING ASSEMBLY BRACKET
R O
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19'-1 1/4"TYPICAL SEGMENT NOSE PIER BEAM5S-518-L11-8
18'-3"TYPICAL SEGMENT NOSE PIER BEAM5S-518-L11-7
24'-10 13/16"TYPICAL SEGMENT MID-SECTION BEAMS10S-518-L11-6
26'-6 1/16"TYPICAL SEGMENT FRONT SECTION BEAMS10S-518-L11-5
19'-3 1/4" NOSE PIER BEAM SEGMENTTOP 1S-518-L11-4
18'-4 3/4" NOSE PIER BEAM SEGMENTTOP 1S-518-L11-3
25'-1"TOP SEGMENT MID-SECTION BEAM2S-518-L11-2
26'-7 3/8"TOP SEGMENT FRONT SECTION BEAMS2S-518-L11-1
LDESCRIPTIONQTYMARK NO
W8X48 BEAM CUT TABLE
S-518-A7 - CROSS BRACING UPPER ASSEMBLY BRACKET
SCALE: 3"=1'-0"
A7 α
X
0'-11 7/8"72.3°1TYPICAL SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A1-NLW1
1'-1 5/16"71.54°1TYPICAL SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A1-NUP1
0'-11 15/16"76.14°1TYPICAL SEGMENT MID-SECTION LOWER BRACKETS-518-A1-MLW1
0'-11 11/16"76.01°1TYPICAL SEGMENT MID-SECTION UPPER BRACKETS-518-A1-MUP1
0'-11 5/8"76.61°4TYPICAL SEGMENT FRONT UPPER AND LOWER BRACKETSS-518-A1-F12
0'-11 15/16"70.86°1TOP SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A1-TNLW1
1'-0"70.05°1TOP SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A1-TNUP1
0'-11 3/4"75.01°1TOP SEGMENT MID-SECTION LOWER BRACKETS-518-A1-TMLW1
1'-1 7/8"74.84°1TOP SEGMENT MID-SECTION UPPER BRACKETS-518-A1-TMUP1
0'-11 7/8"75.48°4TOP SEGMENT FRONT UPPER AND LOWER BRACKETSS-518-A1-TF12
XαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
90° T Y
P β
X
S-518-A14 - CROSS BRACING LOWER ASSEMBLY BRACKET
SCALE: 3"=1'-0"
A14
X α β
1'-6 1/16"43.71°72.3°1TYPICAL SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A7-NUP2
1'-7 1/2"73.26°76.14°1TYPICAL SEGMENT MID-SECTION UPPER BRACKETS-518-A7-MUP2
2'-6 7/8"43.71°70.86°1TOP SEGMENT NOSE PIER SECTION UPPER BRACKETS-518-A7-TNUP2
1'-7 1/16"73.26°75.01°1TOP SEGMENT MID-SECTION UPPER BRACKETS-518-A7-TMUP2
XβαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
1'-5 3/4"40.62°71.54°1TYPICAL SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A14-NLW2
1'-4 3/8"71.08°76.01°1TYPICAL SEGMENT MID-SECTION LOWER BRACKETS-518-A14-MLW2
1'-6 1/4"40.62°70.05°1TOP SEGMENT NOSE PIER SECTION LOWER BRACKETS-518-A14-TNLW2
1'-1 13/16"71.08°74.84°1TOP SEGMENT MID-SECTION LOWER BRACKETS-518-A14-TMLW2
XβαQTYDESCRIPTIONMARK NO
W8X48 BEAM CUT TABLE
6"0 3" 1'6"0 3" 1'6"0 3" 1'
L1
SCALE: 3"=1'-0"
DETAIL - S-518-L1
6"0 3" 1'
2 3/4 "5"
/2
/2
2 1/2 " TYP
9/16 " T Y P
R
C L
/2
L5
SCALE: 3"=1'-0"
S-518-L5 - SPLICE PLATE
6"0 3" 1'
1 1/8 " T Y P
1 1/4 "5"
11 3/4 "
1'-4 3/4 "
/4
2" PL
1'-7 1/4 "
/2
L11
SCALE: 3"=1'-0"
S-518-L11 - CROSS BRACING
6"0 3" 1'
2"5"
5"2"
/8 T
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Y P
L
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CL CL
C L C L
C LPLATE
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BEAM
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CL BEAM
CL PLATE
CL BEAM
CLPLATE
PROVIDE BASE PLATES IN ASTM A572 GRADE 50.4.
PROVIDE W8X48 BEAMS IN ASTM A992 GRADE 50.3.
CENTERLINES.
FABRICATE ALL BEAM TO BASE PLATE CONNECTIONS ALONG THE 2.
THE DIMENSION "X" IS MEASURED FROM THE CENTERLINE OF THE BEAM.1.
GENERAL SHEET NOTES
ASTM A572 GR 50SPLICE PLATE24S-518-L5
MATERIALDESCRIPTIONQTYMARK NO
BILL OF MATERIALS
1/4
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
STUD ANCHOR, TYP
Ø 3/4" x 8" NOMINAL HCA
T Y
P
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PLAN - MONOLITH 1-R CONCRETE DEMOLITION
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GALLERY
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SEE SHEET NOTE 2
CHECKPOST.
REMOVE EXISTING
GATE SILL
EXISTING GUARD
CORNER ARMOR
EXISTING
PULLBOX
EXISTING
REMOVE
20'-0"
SEE SHEET NOTE 2
CONCRETE REMOVAL AREA.
AND WALL ARMOR WITHIN
REMOVE EXISTING CORNER
AND NAVIGATION LIGHTS
EXISTING LIGHT POLE
REMOVE AND STORE
9'-8 3/4 "
LIGHT
STAND AND WARNING
LIFE RING BUOY
REMOVE AND STORE
1'-0"
7'-6"
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US Army Corps
U .S
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10.
SAWN SURFACES ABOVE THE WATER SURFACE IN ACCORDANCE WITH 03 05
REQUIRED TO BE ROUGHENED. ROUGHEN RIVERWALL CONCRETE WIRE-
RIVERWALL WIRE-SAWN SURFACES BELOW THE WATER SURFACE ARE NOT 3.
FEDERAL REGULATIONS. SEE SPECIFICATION 02 83 13.
SHALL BE CONDUCTED IN ACCORDANCE WITH ALL LOCAL, STATE, AND
ANY LEAD DEBRIS OR DUST GENERATED FROM CONSTRUCTION ACTIVITIES
ARMORING, AND CHECKPOST. DISPOSAL OF ARMORING, CHECKPOST, AND
LEAD-BASED PAINT PRESENT ON EXISTING CORNER ARMORING, WALL 2.
NOT SHOWN ON THIS SHEET.
EXISTING FACILITIES WHICH ARE TO BE REMOVED AND REINSTALLED ARE 1.
GENERAL SHEET NOTES
0 8'4' 16'
FLOW
RECESS
SHAFT
CYLINDER
EXISTING
RECESS
GUARD GATE
EXISTING
N
1-R
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IS
T
IN
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W A
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F
A
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A
S T
A
.7
A
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2-R
RECESS
L BULKHEAD C
FACE OF WALL
INDICATES CONCRETE DEMOLITION TO EL 521.16
INDICATES CONCRETE DEMOLITION TO EL 512.16
INDICATES CONCRETE DEMOLITION TO EL 502.61
INDICATES CONCRETE DEMOLITION TO EL 465.16
LEGEND
SD303
A1
SD303
A9
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SCALE: 1/4"=1'-0"
ELEVATION - LAND WALL BULKHEAD RECESS
0 4' 8'2'
EL 465.16
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ARMOR, TYP
EXISTING WALL
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S-515-A7
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EL 469.41
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TOP OF WALL
S-515-A1
S-505-A9
TYP OF 4
S-501-A1-1
S-501-A1-2
EL 515.16
EL 503.00
TOP AND BOTTOM BULKHEAD RECESS ASSEMBLIES.
INSTALL SEAL ANGLE, MK S-505-A9, AFTER ALIGNMENT AND INSTALLATION OF 1.
GENERAL SHEET NOTES
TYP
1/4
EL 481.16
BULKHEAD SILL
TOP OF FUTURE
S-515-E7
TO MEET NEW ARMOR, TYP
GRIND EXISTING ARMOR
RECESS ARMOR
ARMOR TO MEET
GRIND EXISTING
OF THE BULKHEAD RECESS ARMOR
EL 503.0 TO MATCH THE PROFILE
GRIND EXISTING CONCRETE TO
/4
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S-301
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S-301
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S-301
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S-302
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DIMENSION IS CRITICAL FOR THE OPERATIONAL FIT OF LOCK BULKHEADS. 1.
GENERAL SHEET NOTES
0 4' 8'2' 0 1' 2'6"
/4
/4
4'-1" NOTE 12'-6 1/2 "
8'-6 7/8 "
N O
T E
A1
SCALE: 1/4"=1'-0"
S-501-A1 - BULKHEAD RECESS ASSEMBLY
A11
SCALE: 1"=1'-0"
PLAN - BULKHEAD RECESS ASSEMBLY
0 1' 2'6"H11
SCALE: 1"=1'-0"
DETAIL - SCHEDULE
DO NOT PAINT
RECESS
L BULKHEAD C
1'-8"1'-8"
1'-11 3/8 "
S-501-A1-1
S-501-A1-2
TOP ASSEMBLY
BOTTOM ASSEMBLY
9 1/8 "
S-505-A13 S-505-A9
1/4
1/4
TYP
1/4
TYP
S-505-A13
4" 4"
S-502
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S-502
A9
S-502
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K H
E A
D R
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E S
S
K E
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IA
L O
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M
IS
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W E
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W A
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B U
L K
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A D
R E
C E
S S
D E
M O
L
IT
IO
N
E L
E V
A T
IO
N
SD201
J
A R
IA
S
B
B O
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S T
O N
J U
L
D
A D
D
IT
IO
N
A L
G E
N E
R A
L N
O
M
R L
D
D B
O D
M E
R
LANDWALL
A1
SCALE: 1/4"=1'-0"
ELEVATION - DEMOLITION - LAND WALL BULKHEAD RECESS
ARMOR, TYP
EXISTING WALL
R O
C K
I S
L A
N D
IL
L
IN
IS
C K
I S
L A
N D
D
IS
T R
CHECKPOST, TYP
EXISTING
ARMOR, TYP
EXISTING CORNER
2'-0"4'-0"4'-7"
ARMOR PROFILE AFTER INSTALLATION
EL 503.0 TO MATCH BULKHEAD RECESS
GRIND EXISTING CONCRETE TO
CORNER ARMOR
REMOVE EXISTING
WALL ARMOR, TYP
REMOVE EXISTING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
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D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
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C O
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C T
N O
P R
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C T
C O
D E
C O
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R A
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/T .O
N
O
®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
8-L 7-L
S T
A
.5
A
M J
0 4' 8'2'
EL 465.16
EXTENTS
CONCRETE REMOVAL
EL 462.41
GENERAL SHEET NOTES
WITH 03 05 10.
ROUGHEN LANDWALL CONCRETE WIRE-SAWN SURFACES IN ACCORDANCE 2.
ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.
LEAD BASED PAINT PRESENT ON EXISTING ARMOR TO BE DISPOSED OF IN 1.
FLOW
S T
A
.0
A
L E
X
IS
T
IN
G T
IL
E
G A
G E
S T
A
.5
D D
E R
R E
C E
S S
L E
X
IS
T
IN
G
UPSTREAM POOL
VARIES
EL 475.41
EL 469.41
WALL SHELF
C
RECESS
L BULKHEAD
EL 525.16
TOP OF WALL
EL 515.16
EL 503.00
C
C
SD301
A13
SD301
G1
SD301
A1
SD301
G15
SD301
G9
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
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N N
O
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M A
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D E
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SHEET ID
M A
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C /I
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IQ
C
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A C
T N
O
P R
O J E
C T C
O D
E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
V
IE
W U
P D
A T
S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
A n d re s
C
IV
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S A
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A
B
M R
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A D
S
H E
E T -2
-0
-0
-S
IP
F O
R M -S -1
.d g n
A N
S I
D
S O
L
IC
IT
A T
IO
N
N O
S E P
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R R
E P
L A
C E
M E
N T A
N D B
U L
K H
E A
D R
E C
E S
S
K E
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U K
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L O
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M
IS
S
IS
S
IP
P I
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IV
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A S
IN
W E
K
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T
U R
N
A Y -I
N -P
L A
C E F
O R
M
IS
O
M E
T R
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S-101
J
A R
IA
S
B
B O
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S T
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D
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W U
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M R
L D
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B O
D M
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SIPFORM
R O
C K I S
L A
N D
IL
L
IN
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IS
C K I S
L A
N D D
IS
T R
A1
SCALE: 3/16"=1'-0"
ISOMETRIC - STAY-IN-PLACE FORM ASSEMBLY
TOP UNIT
BOTTOM UNIT
8'0 4' 16'
UPSTREAM FACE
DOWNSTREAM FACE
LIFTING LUG ASSEMBLY, TYP
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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S O
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IC
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A T
IO
N N
O
IS
S
U E D
A T
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S
IZ
E
M A
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D E
S C
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IP
T
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N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
P R
O J E
C T C
O D
E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
V
IE
W S U
P D
A T
S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
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U
S A
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A
B
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A D
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H E
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-0
-S
IP
F O
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A N
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L A
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N T A
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K H
E A
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E C
E S
S
K E
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U K
IA
L O
C K
M
IS
S
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P I
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A S
IN
W E
K
R A
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IT
C O
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R O
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P L
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S-102
J
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B
B O
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S T
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D
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W S U
P D
A T
M R
L D
D
B O
D M
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SIPFORM
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
CONTROL DIMENSIONS - TOP UNIT
8'0 4' 16'
SECTION @ PANEL POINT 6
SCALE: NTS
G1
SECTION @ PANEL POINT 2
SECTION @ PANEL POINT 3
L7
SECTION @ PANEL POINT 7
G7
MORE THAN 1/8 INCH.
PLATE AND SKIN PLATE STIFFENERS SHALL NOT BE OUT OF THE PLANE BY
UPPER SEAL AND BEARING PLATES, AND THE BOTTOM SURFACE OF THE SKIN
WITNESSED BY A GOVERNMENT INSPECTOR. THE TOP SURFACE OF THE
CONTROL DIMENSIONS ARE MEASURED. MEASUREMENT SHALL BE
FORM IS TO BE SUPPORTED ADEQUATELY TO MINIMIZE DEFLECTIONS WHEN
ACTUAL MEASUREMENTS IN THE CHART AND SUBMIT PRIOR TO PAINTING.
MEASURE TO POINTS WHERE IDENTIFIED ON DIAGRAMS AND MARK THE
AFTER STAY-IN-PLACE FORM IS FULLY ASSEMBLED, FABRICATOR IS TO 2.
FABRICATION SEQUENCE IF DIFFICULT TOLERANCES EXIST.
FRAMES AND VERTICAL MEMBERS. FABRICATOR SHALL SUBMIT ALTERNATIVE
AND FRAMES SHALL BE FABRICATED PRIOR TO CONNECTION TO END
PLATES SHALL BE WELDED FULL LENGTH PRIOR TO ASSEMBLY OF FRAMES
ANTICAPATED FABRICATION SEQUENCE: HORIZONTAL BEAMS AND SKIN 1.
GENERAL SHEET NOTES
1/16Z
1/8Y
1/8X
3/16W
3/16V
1/8U
1/8T
3/16S
3/16R
1/8Q
1/8P
3/16O
3/16N
1/8M
1/8L
3/16K
3/16J
1/8I
1/8H
1/8G
1/8F
1/8E
1/8D
1/8C
1/8B
1/4A
UNIT NUMBERMEASURED VALUETOLERANCEDIMENSION
CONTROL DIMENSIONS
22'-8" 13'-0"14'-0"13'-0"14'-0"13'-0" 22'-8"
1 2 3 4 5 6 7 8
13'-8 7/8 "
J
H
13'-8 7/8 "
K
I L
O
M
N
R
P
S
Q T
W
U
V
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
/8
/4
/8
/4
D
F G
E
B C
/2
/2
X Y
112'-4" A
1'-8"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
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D B
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S O
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N N
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S
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A T
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S
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E
M A
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D E
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IP
T
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N D
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SHEET ID
M A
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C /I
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IQ
C
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A C
T N
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C T C
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C O
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N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
V
IE
W S U
P D
A T
S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
A n d re s
C
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S A
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A
B
M R
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A D
S
H E
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-0
-0
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IP
F O
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A N
S I
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S O
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IC
IT
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N
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R R
E P
L A
C E
M E
N T A
N D B
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K H
E A
D R
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E S
S
K E
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C K
M
IS
S
IS
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P I
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A S
IN
W E
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T
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N E
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B O
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C O
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P L
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S-103
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B O
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D
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W S U
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L D
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B O
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SIPFORM
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
CONTROL DIMENSIONS - BOTTOM UNIT
8'0 4' 16'
SECTION @ PANEL POINT 6
G1
SECTION @ PANEL POINT 2
SECTION @ PANEL POINT 3
L7
SECTION @ PANEL POINT 7
G7
MORE THAN 1/8 INCH.
PLATE AND SKIN PLATE STIFFENERS SHALL NOT BE OUT OF THE PLANE BY
UPPER SEAL AND BEARING PLATES, AND THE BOTTOM SURFACE OF THE SKIN
WITNESSED BY A GOVERNMENT INSPECTOR. THE TOP SURFACE OF THE
CONTROL DIMENSIONS ARE MEASURED. MEASUREMENT SHALL BE
FORM IS TO BE SUPPORTED ADEQUATELY TO MINIMIZE DEFLECTIONS WHEN
ACTUAL MEASUREMENTS IN THE CHART AND SUBMIT PRIOR TO PAINTING.
MEASURE TO POINTS WHERE IDENTIFIED ON DIAGRAMS AND MARK THE
AFTER STAY-IN-PLACE FORM IS FULLY ASSEMBLED, FABRICATOR IS TO 2.
FABRICATION SEQUENCE IF DIFFICULT TOLERANCES EXIST.
AND VERTICAL MEMBERS. FABRICATOR SHALL SUBMIT ALTERNATIVE
AND FRAMESSHALL BE FABRICATED PRIOR TO CONNECTION TO END FRAMES
PLATES SHALL BE WELDED FULL LENGTH PRIOR TO ASSEMBLY OF FRAMES
ANTICIPATED FABRICATION SEQUENCE: HORIZONTAL BEAMS AND SKIN 1.
GENERAL SHEET NOTES
22'-8" 13'-0"14'-0"13'-0"14'-0"13'-0" 22'-8"
1 2 3 4 5 6 7 8
/8
/4
/8
/4
D
F G
E
B C
/2
/2
Y
112'-4" A
R
P
S
Q T
W
U
V
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
13'-8 7/8 "
J
H
13'-8 7/8 "
K
I L
O
M
N
13'-8 7/8 "
13'-8 7/8 "
1/16Z
1/8Y
1/8X
3/16W
3/16V
1/8U
1/8T
3/16S
3/16R
1/8Q
1/8P
3/16O
3/16N
1/8M
1/8L
3/16K
3/16J
1/8I
1/8H
1/8G
1/8F
1/8E
1/8D
1/8C
1/8B
1/4A
UNIT NUMBERMEASURED VALUETOLERANCEDIMENSION
CONTROL DIMENSIONS
X
1'-8"
Z
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
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D B
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S O
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N N
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S
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A T
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S
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M A
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D E
S C
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N D
A T
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SHEET ID
M A
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C /I
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IQ
C
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T R
A C
T N
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P R
O J E
C T C
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E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
V
IE
W S U
P D
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S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
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F O
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K H
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S
K E
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S
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P I
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A S
IN
W E
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T
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N
P A
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T O
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S
P L
A N
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S-104
J
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B O
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S T
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W S U
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SIPFORM
R O
C K I S
L A
N D
IL
L
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C K I S
L A
N D D
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T R
PLAN - BOTTOM UNIT
8'0 4' 16'
H1
SCALE: 3/16"=1'-0"
PLAN - TOP UNIT
8'0 4' 16'
115'-0"
115'-0"
21'-1 3/8 "27'-0"13'-0"27'-0"21'-1 3/8 "
S-506-A13
TYP
S-506-E1
TYP
TYP
S-506-E1
/4
/4
UPSTREAM FACE
DOWNSTREAM FACE
DOWNSTREAM FACE
UPSTREAM FACE
S-105
A1
S-302
H11
S-302
H1
S-302
H11
S-303
H7
S-201
E11
S-302
A11
S-201
A11
S-302
A1
S-302
A11
S-303
A7
S-201
E1
S-201
A1
S-105
H1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
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D R
A W
N B
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D E
S
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D B
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S O
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N N
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S
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S
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M A
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US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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D
W
E L
D C
A L L
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S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
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N
P A
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2'0 1' 4'
2'-10 3/4 "
/8
2'-10 3/4 "
1'-0"
/8
2'-10 3/4 "
1'-0"
2'-10 3/4 "
H1
SCALE: 3/4"=1'-0"
ENLARGED PLAN - TOP UNIT
2'0 1' 4'A1
SCALE: 3/4"=1'-0"
ENLARGED PLAN - BOTTOM UNIT
CJP
S-506-A1
S-506-A9
S-506-A5 1/4
1/4
2-6
2-6
S-501-E1
S-505-A9 S-503-A1
S-506-A5
S-506-A1
S-506-A9
S-505-A1
S-502-A13
S-502-K1
/1
S-504-A17
S-504-L1
S-504-J13
S-504-J13
S-504-A13
S-501-A1
S-504-A17
S-505-E11
S-503-A9
S-505-E1
S-503-E9
S-504-L5
S-504-A13
S-503-A13
S-503-E5
S-503-A5
S-504-E17
S-506-A13
S-502-D1
1/4
1/4
1/4
1/4
SHEET KEYNOTES
INSTALL MK S-506-A13 WITH (4) MK S-501-X7 AND (4) MK S-501-X4.3.
INSTALL MK S-506-A9 WITH (8) MK S-501-X1 AND (8) MK S-501-X4.2.
INSTALL MK S-506-A1 WITH (4) MK S-501-X1 AND (4) MK S-501-X4.1.
S-503-A13
S-506-A13
1/4
2 1/8 "
1/4
1/4
3 - 12
3 - 12
TYP ALL UPSTREAM
SKIN PLATE STIFFENERS
1/4
1/4
3 - 12
3 - 12
TYP ALL DOWNSTREAM
SKIN PLATE STIFFENERS
1/4
1/4
3 - 12
3 - 12
TYP ALL DOWNSTREAM
SKIN PLATE STIFFENERS
S-201
J1
S-201
J9
S-303
H1
S-303
A1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
P R
O J E
C T C
O D
E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
A
D D
IT
IO
N A
L B
E A
S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
A n d re s
C
IV
U
S A
R M
Y C
E M
V R
U S
A
B
M R
L D
-C
A D
S
H E
E T -2
-0
-0
-S
IP
F O
R M -S -3
.d g n
A N
S I
D
S O
L
IC
IT
A T
IO
N
N O
S E P
IE
R R
E P
L A
C E
M E
N T A
N D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
W E
K
R A
/0
T
U R
N
P A
N D B
O T
T O
M U
N
IT
S
S E
C T
IO
N S
S-301
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
A
D D
IT
IO
N A
L B
E A
M R
L D
D
B O
D M
E R
SIPFORM
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
2'-9" 4 SPA @ 6'-6" = 26'-0" 3'-3"
4'0 2' 8'
S-504-A9
S-504-J13
S-504-F9
S-506-A5
S-504-J17
S-506-A9
S-506-A1
S-504-L9
S-504-A17
S-504-A13
S-504-A1
S-501-A11
S-504-A1
S-502-A1
S-504-K1
S-504-A5
S-504-A1
S-504-F1
S-503-K5
S-504-F5
S-503-K5
SP
A '-0 8'-
0"
57'-2"
2'-7 1/4 " 5'-9 3/4 " 7 SPA @ 6'-6" = 45'-6"
CL
6'-6"14'-0"13'-0"9'-0"14'-8"
3'-3"
S-504-A1
A17
SCALE: 1'=1'-0"
DETAIL - BOTTOM UNIT
SCALE: 3/8"=1'-0"
SECTION - BOTTOM UNIT
0 1' 2'6"
4'0 2' 8'
S-504-A9
S-504-J13
S-504-F9
S-506-A5
S-506-A9
S-506-A1
S-504-L9
S-504-A17
S-504-A13
S-504-A1
S-501-E11
S-504-A1
S-502-G1
S-503-K1
S-504-A5
S-504-A1 S-504-F1
S-503-K5
S-504-F5 S-504-A5
S-503-K5
S-504-A1
57'-2"
2'-7 1/4 " 5'-9 3/4 " 7 SPA @ 6'-6" = 45'-6"
CL
6'-6"14'-0"13'-0"9'-0"14'-8"
3'-3"
S-504-A5
S-504-A1
H17
SCALE: 1'=1'-0"
DETAIL - TOP UNIT
H1
SCALE: 3/8"=1'-0"
SECTION - TOP UNIT
0 1' 2'6"
S-504-A1
S-503-A5
S-503-E5
6'-6"10'-0" 14'-0"
2'- 1"
SP
A '-0 4'-
0"
SP
A '-0 4'-
0"
2'- 1"
10'-0" 14'-0" 6'-6"
5"
5"
SP
A '-0 8'-
0"
2'-9" 4 SPA @ 6'-6" = 26'-0" 3'-3"
2'-3"
5/16 "
2'-3"
5/16 "
S-505-A9
S-505-A1
S-503-A1
TYP
S-503-A9
TYP
S-503-E9
TYP
S-503-E1
TYP
S-505-E11
S-505-E1
S-504-J17
S-504-J17
S-502-A1
S-504-L9
S-502-G1
S-504-L9
S-504-J17
S-504-J17
S-504-J17
S-504-A13
S-504-A13
3/8
4 1/2 "
3/8
S-507-A5
/8
S-507-H1
S-507-H1
S-507-H9
S-507-A9
S-507-A13
6'-0"
6'-0"
6'-0"
S-504-A5
/8
3'-1"
2'-7"
2'-7"
3'-1"
S-501-A17
S-507-A5
S-507-A5
S-507-H1
S-507-A13
S-507-H5
TYP (4) 3/4" Ø NUTS, ASTM A563.
(4) 3/4" Ø BOLTS, ASTM A307 AND
EACH MK S-507-H5 REQUIRES
S-507-A1
AND (4) 3/4" Ø NUTS ASTM A563.
(4) 3/4" Ø BOLTS, ASTM A307
EACH MK S-507-H9 REQUIRES
LEVELING ASSEMBLY, TYP
S-504-A5
S-301
A17
S-301
H17
S-303
A13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
P R
O J E
C T C
O D
E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
B
O M U
P D
A T
S p e c if ic
W o rk
A c ti v e
A ri a s J a v ie r
A
A n d re s
C
IV
U
S A
R M
Y C
E M
V R
U S
A
B
M R
L D
-C
A D
S
H E
E T -2
-0
-0
-S
IP
F O
R M -S -5
.d g n
A N
S I
D
S O
L
IC
IT
A T
IO
N
N O
S E P
IE
R R
E P
L A
C E
M E
N T A
N D B
U L
K H
E A
D R
E C
E S
S
K E
O K
U K
IA
L O
C K
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
W E
K
R A
/0
T
U R
N E
R
C R
O S
S B
E A
M S A
N D S
K
IN
P
L A
T E S
T
IF
F E
N E
R S
T O
P A
N D B
O T
T O
M U
N
IT
S
D E
T A
IL
S
S-503
J
A R
IA
S
B
B O
Y D
S T
O N
J U
L
D
B
O M U
P D
A T
M R
L D
D
B O
D M
E R
SIPFORM
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
S-503-A1 - STIFFENER
SCALE: 1/2"=1'-0"
A1 0 2' 4'1'
S-503-E1 - STIFFENER
SCALE: 1/2"=1'-0"
E1 0 2' 4'1'
S-503-K1 - CROSS BEAM
SCALE: 1/2"=1'-0"
K1 0 2' 4'1'
S-503-K5 - CROSS BEAM
SCALE: 1/2"=1'-0"
K5 0 2' 4'1'
S-503-A5 - STIFFENER
SCALE: 1/2"=1'-0"
A5 0 2' 4'1'
S-503-A9 - STIFFENER
SCALE: 1/2"=1'-0"
A9 0 2' 4'1'
S-503-E9 - STIFFENER
SCALE: 1/2"=1'-0"
E9 0 2' 4'1'
/8
/8
W8x35
W8x35
W14x22
W14x22
W16x40
MC8x20
W16x40
S-503-E5 - STIFFENER
SCALE: 1/2"=1'-0"
E5 0 2' 4'1'
/8
'-3 /8
R
/8
4"
1"
R
3"
MC8x20
ASTM A572 GR. 50CROSS BEAM - TOP AND BOTTOM UNITS16S-503-K5
ASTM A572 GR. 50END CROSS BEAM - TOP AND BOTTOM UNITS8S-503-K1
ASTM A36DOWNSTREAM SKIN PLATE STIFFENER - TOP UNIT20S-503-E9
ASTM A36DOWNSTREAM SKIN PLATE END STIFFENER - TOP UNIT2S-503-E5
ASTM A36UPSTREAM SKIN PLATE STIFFENER - TOP UNIT18S-503-E1
ASTM A36SEAL PLATE BEARING BEAM - TOP UNIT4S-503-A13
ASTM A36DOWNSTREAM SKIN PLATE STIFFENER - BOTTOM UNIT20S-503-A9
ASTM A36DOWNSTREAM SKIN PLATE END STIFFENER - BOTTOM UNIT2S-503-A5
ASTM A36UPSTREAM SKIN PLATE STIFFENER - BOTTOM UNIT18S-503-A1
MATERIALDESCRIPTIONUNIT QTYMARK NO.
BILL OF MATERIALS
S-503-A13
SCALE: 1/2"=1'-0"
A13 0 2' 4'1'
W8x28
3 1/2 "
5/8 "-11 (U N C ) T
Y P
/8
/8
4" TYP
/8
4" TYP
| B5MRLD19202401_RIVERWALL_S-518 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-S-518 |
| B5MRLD19202401-CAD_SHEET-2024-01-02-RIVERWALL-SD102 |
| B5MRLD19202401_LANDWALL_S-201 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-LANDWALL-S-201 |
| B5MRLD19202401_LANDWALL_S-501 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-LANDWALL-S-501 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-LANDWALL-SD201 |
| B5MRLD19202401_SIPFORM_S-101 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-101 |
| B5MRLD19202401_SIPFORM_S-102 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-102 |
| B5MRLD19202401_SIPFORM_S-103 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-103 |
| B5MRLD19202401_SIPFORM_S-104 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-104 |
| B5MRLD19202401_SIPFORM_S-105 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-105 |
| B5MRLD19202401_SIPFORM_S-301 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-301 |
| B5MRLD19202401_SIPFORM_S-503 |
| B5MRLD19202401-CAD_SHEET-2024-01-03-SIPFORM-S-503 |
File details come from the government source that posted it. Updated .