A22_-_Plans_Volume_1_-_Bulkhead_Recess(b).pdf
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Plans - Volume 1: Bulkhead Recess (File 2 of 2)
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A S
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SHEET KEYNOTES
GENERAL SHEET NOTES
E L E
C T
R
IC
A L P
H O
T O
S
B .P
A T
T S
C H
U L L
B .H
A R
T M
A N
A1
(LANDWALL)
HIGH-MAST LIGHT POLE
A4
(INTERMEDIATE WALL)
TRAFFIC LIGHT
E4
(LANDWALL)
TOW HAUL UNIT
A7
(LANDWALL)
POLE MOUNTED SPEAKER
E7
(LANDWALL)
MET STATION
E1
(INTERMEDIATE WALL)
& RECEPTACLE
NAVIGATION LIGHT
REMOVAL AND REINSTALLATION OF EQUIPMENT.
PHOTOS ARE FOR REFERENCE ONLY TO AID IN THE 2.
SHOWN IN VOLUME I DRAWINGS.
UPPER GUIDEWALL ARE AFFECTED BY STRUCTURAL WORK
ON UPPER GUIDEWALL. ALL FEEDS TO EQUIPMENT ON THE
SEE VOLUME III, SHEET E-901 FOR PHOTOS OF EQUIPMENT 1.
BULKHEAD CONCRETE REPAIR WORK.
PERMANENT CABLES ARE DISCONNECTED FOR VOLUME I -
EQUIPMENT REQUIRES TEMPORARY FEED WHEN 1.
M
C A
C K
L E
Y
VOLUME I - A
SCALE : NTS SCALE : NTS SCALE : NTS
SCALE : NTSSCALE : NTSSCALE : NTS
HIGHMAST POLE
TRAFFIC SIGNAL
SPEAKER
NAVIGATION LIGHTS
TOW HAUL
MET STATION ENCLOSURE
U .S
A R
M Y C
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P S O
F E
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
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2 3 4 5 6 7 8 9 10
S-501-E6
S-501-E6
S-502-E7
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0 1' 2' 4'SCALE : 1/2"=1'-0"A1
ASSEMBLY - PRECAST PANEL SEAT
VOLUME I - B
(MIRROR IMAGE)
GENERAL SHEET NOTES
B J
O N
E S
K
B U
IS
/0
/2
A
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5-E-2 PAINT SYSTEM.
5. THE ENTIRE SEAT ASSEMBLY SHALL BE PAINTED WITH
FOR THE BULKHEAD PANELS SHALL BE REMOVED.
REMOVE HORIZONTAL LOADS, THE REMOVABLE KICKER PLATES
BEEN PLACED AND HAS GAINED SUFFICIENT STRENGTH TO
4. AFTER ALL IN-FILL CONCRETE BEHIND PRECAST PANELS HAS
THE PANELS TO SET LEVEL.
THROUGH THE VENT HOLES SHALL BE REMOVED TO ALLOW
PRECAST PANELS, ALL TREMIE CONCRETE PROTRUDING
3. AFTER INSTALLATION OF PANEL SEATS, PRIOR TO PLACING
THREADS ON HOLES SHALL MATCH SUPPLIED BOLTS.
APPROPRIATE NUTS AND WASHERS SHALL ALSO BE SUPPLIED.
ALL HOLES. WHERE TAPPED HOLES ARE NOT PROVIDED,
2. ASTM F3125, GRADE A325 BOLTS SHALL BE SUPPLIED FOR
WITH AWS D1.1 FOR BUILDINGS.
1. ALL WELDING AND TESTING SHALL BE IN ACCORDANCE
SOLICITATION
B J
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S-503-A1
S-503-F6
S-503-D7
S-503-D7
S-503-B9
S-503-F4
S-503-F6
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0 1' 2' 4'SCALE : 1/2"=1'-0"
31'-9"
VOLUME I - B
19 SPACES @ 1'-6" = 28'-6""4
A1
VIEW - STANDARD PRECAST PANEL SEAT
A1
W21 X 132
P R
E C
A S
T S
T A
N D
A R
D P
A N
E L S
E A
T
TO CLEAR CONCRETE
BEND END STRAP ANCHOR AS MECESSARY
CJP
CJP
FACE
FLUSH THIS
GRIND
CJP,
FLUSH
WELD FACES
GRIND OUTSIDE
3 SIDES
CJP,
1/4"
1/4"
3 SIDES
1/4"
TYP
E6
ISOMETRIC - STANDARD PRECAST PANEL SEAT
B J
O N
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K
B U
IS
/0
/2
A
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D
2 AS SHOWN, 2 OPPOSITE HAND
A8
0 1' 2' 4'SCALE : 1/2"=1'-0"A8
VIEW
4" DIA. VENT HOLES
SOLICITATION
B J
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S O
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IC
IT
A T
IO
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US Army Corps
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2 3 4 5 6 7 8 9 10
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S-503-D1
S-503-F6
S-503-B1
S-504-A1
S-503-B1
S-503-D4
S-504-A1
S-504-A1
S-504-A1
S-503-B5
S-503-D4
S-503-F6
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PLAN
A7
VOLUME I - B
"4 38'-5
1'-0" 1'-0"
310'-5
"8
71'-24 SPACES 1'-6" @ = 6'-0""8
71'-2
E7
ISOMETRIC - BULKHEAD PRECAST PANEL SEAT
SCALE : NTS
A7
SECTION
2'1'0SCALE : 1"=1'-0"A1
VIEW - BULKHEAD PRECAST PANEL SEAT
CJP, TYP
3/8"
3/8"
TYP
P R
E C
A S
T B
U L
K H
E A
D P
A N
E L S
E A
T
3/8"
3/8"
FACE FLUSH
GRIND OUTSIDE
CJP,
CJP
FACE FLUSH
GRIND OUTSIDE,
CJP,
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
4" DIA. VENT HOLES
SOLICITATION
B J
O N
E 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
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®of Engineers
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US Army Corps
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SHEET ID
A
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D
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F
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2 3 4 5 6 7 8 9 10
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S I
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\5
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:4
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P R
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A S
T P
A N
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E A
T
B
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L D
V O
L -I
B S -5 x x x .d g n
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0"
SCALE : 3/4"=1'-0" 0 1' 2' 3'
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"2
"16
3"
F6 S-503-F6
F4 S-503-F4
F1 S-503-F1
D1 S-503-D1
D4 S-503-D4
D7 S-503-D7
B5 S-503-B5
B9 S-503-B9
B1 S-511-B1
A1 S-503-A1
"4 38'-3
"4 38'-31" 1"
"4 38'-5
"4 38'-5
"8
7PL
31'-9"
3"
R
"2 11R
R
"8 73 "8
"2
R
"2
1PL
"2
1'-9"
"16 151'-7
6" = 1'-0"
2 SP @
"2
6" = 1'-0"
2 SP @
"8
6" = 1'-0"
2 SP @
"2
6" = 1'-0"
2 SP @
6" = 1'-0"
2 SP @
"2
"4 33'-4
"4 12'-4
"4 12'-21" 1"
1'-4"
" 2 1 1'-10" X 2
BENT BAR
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" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
D E
T A
IL
S
VOLUME I - B
MATERIAL SCHEDULE
ITEM MARK NO. UNIT QTY
ASTM A572 GR504S-503-A11
S-503-B12
S-503-B53
S-503-B94
S-503-D15
S-503-D46
S-503-D77
S-503-F18
S-503-F49
S-503-F610
PL 1"
1/2"
PL 1"
PL 1"
1 1/16"ø
1 1/16"ø
PL 1"
1 1/6"ø
BOTTOM HOLES (5 SPACES @ 18")
F3125, GRADE A325 BOLTS
1"ø THREADED HOLES TO MATCH
PL 5/8"
W21 X 132
MATERIAL
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
A
R O
D
TOP HOLES (9 SPACES @ 9")
"8
R
R"2
R
"8
"2
R
6'-0"4 SPACES @ 1'-6" = 6'-0"
71'-2
4" Ø
B J
O N
E S
K
B U
IS
/0
/2
B J
O N
E S
SOLICITATION
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
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SHEET ID
A
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2 3 4 5 6 7 8 9 10
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S-504-E1
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D E
T A
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S
VOLUME I - B
MATERIAL SCHEDULE
ITEM MARK NO. UNIT QTY DESCRIPTION MATERIAL
ASTM A572 GR502S-504-E11
S-504-E62 2
2'1'0SCALE : 1"=1'-0" 2'1'0SCALE : 1"=1'-0"
R E
M O
V A
B L E K
IC
K E
R A
S S
E M
B L
Y
KICKER PLATE
SPACER PLATE ASTM A572 GR50
"4 38'-4
PL 1"
E6
S-504-E6 - SPACER PLATE
1/4"
"16 71'-
"2 11'-
A1
S-504-A1 - BULKHEAD PANEL SEAT REMOVABLE KICKER ASSEMBLY
0 6" 1' 2'SCALE : 1 1/2"=1'-0" (NO WELD BETWEEN THIS ASSEMBLY AND PRECAST BULKHEAD PANEL SEAT)
"16 71'-
7"
"2
TOP HOLES (10 SPACES @ 9")
BOTTOM HOLES (5 SPACES @ 18")
E1
S-504-E1- KICKER PLATE
PL 1/2"
GENERAL SHEET NOTES
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
MATING COMPONENT TO ASSURE ALIGNMENT OF HOLES.
BE COORDINATED WITH THE THREADED BOLT HOLES IN THE
2. THE BOLT HOLES IN THE REMOVABLE KICKER PLATE SHALL
SUFFICIENT STRENGTH TO REMOVE HORIZONTAL LOAD.
INSTALLED BEHIND PRECAST PANELS AND GAINED
DISCARDED AFTER ALL INFILL CONCRETE HAS BEEN
1. REMOVABLE KICKER PLATE SHALL BE REMOVED AND
1/4"
SOLICITATION
B J
O N
E S
S O
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IC
IT
A T
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N N
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F
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A M
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D W
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-503-F3
S-503-F3
S-503-C1
S-503-C3 S-501-A1
S-503-C5
S-503-F3
S-503-F3
S-503-A1
S-502-A1
S-502-A1
S-503-E5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -0 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
SCALE : 3/8"=1'-0" 0 2' 4' 6'
ISOMETRIC - DEADMAN ASSEMBLY
B J
O N
E S
N .T .S
S-001
A S
S E
M B
L Y
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -0 x x x .d g n
A
R O
D
D E
A D
M A
N
VOLUME I - C
/0
/2
K
B U
IS
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-503-C3
S-501-A1
S-503-C1
S-503-A1S-503-C7
S-503-E5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -1 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
D E
A D
M A
N A
S S
E M
B L
Y
S-101SCALE : 3/8"=1'-0" 0 2' 4' 6'
1'-0" 17 SP @ 4'-0" = 68'-0"
2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3"5'-9"2'-3""2 11'-10
A1
PLAN - DEADMAN ASSEMBLY
P L
A N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -1 x x x .d g n
A
R O
D
70'-0"
VOLUME I - C
S-301
D7 S-301
A1 S-301
D1
S-301
A5
4'-0" 8'-0" 4'-0" 4'-0" 4'-0" 4'-0" 8'-0" 4'-0"2'-0"2'-0" 2'-0"2'-0" 2'-0"2'-0" 2'-0"2'-0" 2'-0"2'-0" 2'-0"2'-0" 2'-0"2'-0"1'-0" 1'-0"
12'-0"4 SPACES @ 8'-0" = 32'-0"12'-0"7'-0"
1'-0"
/0
/2
K
B U
IS
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-503-C9
S-503-C7S-503-C7
S-503-C9 S-503-C9S-503-C9
S-503-C7
S-503-E5
S-503-E5
S-503-F3
S-503-C7 S-503-C7
S-503-C7
S-503-C5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -3 x x x .d g n
:3
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
D E
A D
M A
N A
S S
E M
B L
Y
S-301SCALE : 3/8"=1'-0" 0 2' 4' 6'
SECTION - DEADMAN ASSEMBLY
SCALE : 3/8"=1'-0" 0 2' 4' 6'D1
SECTION - DEADMAN ASSEMBLY
SCALE : 3/8"=1'-0" 0 2' 4' 6'A5
S-501
5/16
TYP 5/16
TYP
5/16
S E
C T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -3 x x x .d g n
5/16
TYP
D7
SCALE : 3/8"=1'-0" 0 2' 4' 6'
GENERAL SHEET NOTES
TO THE SNUG TIGHT CONDITION.
1. ALL BOLTS AND NUTS ARE 3/4" BOLTS SHALL BE TIGHTENED
DESCRIPTION MATERIALITEM
1 ASTM F3125 GRA325BOLT
MATERIAL SCHEDULE
LENGTH UNIT QTYSIZE
3/4"2 1/2" 384
A
R O
D
VOLUME I - C
/0
/2
K
B U
IS
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-501-A7
S-501-D7
S-501-A7
S-501-D7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -5 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
D E
A D
M A
N A
S S
E M
B L
Y
S-501
D E
T A
IL
S
A1 S-501-A1
1'-0"
6"
" PL2
C12x30
A7 S-501-A7
D7 S-501-D7
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
5/16
TYP
5/16
TYP
FRONT
TOP
SIDE
ISOMETRIC
DESCRIPTION
MATERIAL SCHEDULE
ASTM A572 GR50
ASTM A572 GR50
MATERIALITEM MARK NO. UNIT QTY
2 14
S-501-A7
S-501-C7
MOUNTING PLATE
CHANNEL
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -5 x x x .d g n
A
R O
D
VOLUME I - C
4"" TYP16
T Y
P1'-0"
/0
/2
K
B U
IS
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-502-E1
S-502-A5
S-502-E3
S-502-C5
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -5 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
D E
A D
M A
N A
S S
E M
B L
Y
S-502
D E
T A
IL
S
A1 S-502-A1
PLANE OR APPROVED PIN
EXCLUDED FROM THE SHEAR
2" A325 BOLT WITH THREADS
FACTOR OF SAFETY OF 3
LOAD OF 60 KIPS WITH A
#5 CLEVIS - ALLOWABLE
E1 S-502-E1
" PL8
0 1" 2" 3" 4"SCALE : 6"=1'-0"
L
" (MK S-502-A1-1)4
17'-3
" (MK S-502-A1-2)4
14'-9
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO. UNIT QTY
183 S-502-A5
S-502-A1-1
S-502-A1-2 2
ASTM A572 GR50
ASSEMBLY
ASSEMBLY
" (MK S-502-A1-1)4
36'-10
4'-5" (MK S-502-A1-2)
C BOLT
5/16
TYP
0 3" 6" 9" 12"SCALE : 3"=1'-0"
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -5 x x x .d g n
A
R O
D
VOLUME I - C
7" Ø
" Ø16
"2
"8
"2
"8
Ø
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A5
S-502-A5
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
4 S-502-C5 4
SHEET PILE PS 27.5
/0
/2
K
B U
IS
C5 S-502-C5
E3 S-502-E3
"4 36'-10
4'-5"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
5 S-502-E1 36 BUSHING ASTM A572 GR50
6 S-502-E3 32
" THREADED ROD2
1Ø1
ASTM F1554 GR.105
ASTM F1554 GR.105THREADED ROD
THREADED ROD
" THREADED ROD2
1Ø1
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
C S -5 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
D E
A D
M A
N A
S S
E M
B L
Y
S-503
D E
T A
IL
10"
W6x25 W6x25
" PL2
A1 S-503-A1
F3 S-503-F3
C5 S-503-C5
C1 S-503-C1
C3 S-503-C3
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 3" 6" 9" 12"SCALE : 3"=1'-0"
SCALE : 3/8"=1'-0" 0 2' 4' 6'
C7 S-503-C7
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
DESCRIPTION
MATERIAL SCHEDULE
ASTM A572 GR50
W6x25 SHORT
MATERIALITEM MARK NO. UNIT QTY
S-503-A1
S-503-C1
S-503-C3
S-503-C5 25 ANCHOR PLATE
DEADMAN FRAME
16 W6x25 LONG
C9 S-503-C9
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
2"
1HSS 7x5x
OR CUT FROM
" PLATE 2
1BENT
6 S-503-C9 32
S-503-C7 36
C15x50
2" PL
4"
1L4x3x
CLIP ANGLE
CHANNEL SPACER ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
5"
10"
E5 S-503-E5
0 3" 6" 9" 12"SCALE : 3"=1'-0"
1" PL
5"
10"
ASTM A572 GR50
ASTM A572 GR50
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
C S -5 x x x .d g n
A
R O
D
VOLUME I - C
70'-0"
4'-10"7" 1'-2" 4'-10" 1'-2" 1'-2" 4'-10" 1'-2" 1'-2" 4'-10" 1'-2" 1'-2" 4'-10" 1'-2" 1'-2" 4'-10" 1'-2"1'-2" 4'-0" 1'-2" 1'-2" 4'-10"10" 10" 10" 10" 10" 10"
4'-0" 4'-10"10"1'-2"
: Ø TYP16
36S-503-F3 PLATE ASTM A572 GR50
S-503-E5 ANCHOR PLATE18 ASTM A572 GR50
/0
/2
K
B U
IS
Ø
Ø
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-502-D1
S-502-A1
S-301-C7 S-301-C7
S-550-E3
S-501-A5
S-502-A1
S-502-A1
S-502-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
D S -0 x x x .d g n
:3
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-001
A S
S E
M B
L Y
"16 38'-1
S
P
S
P
TYPICAL PRECAST PANEL
A3
ELEVATION - RECESS FACE
A7
ELEVATION - CHAMBER FACE
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"
A5 S-301
R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
B
IW
L D
V O
L -I
D S -0 x x x .d g n
T Y
P
IC
A L
A
R O
D
P R
E C
A S
T P
A N
E L
/0
/2
K
B U
IS
VOLUME I - D
E7 S-301
A1 S-301
S
P
S
P A
C E
S
J
O N
E S
SOLICITATION
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 M
A R
K 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
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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-505-A1
N
S I
D
E ic s p d f2 \2
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L D
V O
L -I
D S -0 x x x .d g n
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IL
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IN
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IV
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A S
IN
B J
O N
E S
N .T .S
S-050
A S
S E
M B
L Y
A1
BULKHEAD RECESS PANEL
A3
ELEVATION - RECESS FACE
A7
ELEVATION - CHAMBER FACE
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"
R
U N
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A S
T P
A N
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S
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S-351
A5
S-351
A1
S-351
A7
/0
/2
K
B U
IS
VOLUME I - D
B J
O N
E S
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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C K
D B
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D E
S
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D B
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S
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S U
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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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C O
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D A
T E
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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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S-301-C7
S-501-A6
S-501-E1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
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D B
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D E
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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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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A N
S I
D
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P
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IL
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IL
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IN
B J
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S-301
S E
C T
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N S
P R
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A S
T P
A N
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OF 3
FACTOR OF SAFETY
OF 1.5 KIPS W/
ALLOWABLE LOAD
(3" MIN. LENGTH)
THREADED INSERT
C L
R
1'-8"
19.69"
7.75" 7.75"
EQUALEQUAL
6"
"2
A7
A5
SECTION
A7
DETAIL
C7
END PILING DETAIL
E7
SECTION
PS 27.5 PILING END PILES
CUT TO FORM
" SLOTTED HOLE8
7" x 116
13C
#4 @ 6"
" BOLT4
3C Ø L
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
L
ANCHOR
#8 PANEL
L
"4 37'-11
8'-0"
2'-0"
7"
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C SHEET PILE
SHEET KEYNOTE
PLUMBNESS.
OF SHIM MAY NEED TO VARY ALONG THE HEIGHT FOR
PILE ORIENTATION AS SHOWN IN THIS DETAIL. THICKNESS
" SHIM IS ONLY REQUIRED ON THE END WITH SHEET 16
3 1.
SPACED
EVENLY
#8 BARS #4 @ 6"
#4 STIRRUP @ 12"
#4 @ 12"
C L
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3'-8" 1'-8"
" AMPLITUDE4
1A
ROUGHENED TO
INTENTIONALLY
REAR SURFACE
B
IW
L D
V O
L -I
D S -3 x x x .d g n
G R
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D E
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L A
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E A
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E S
S E
S
S
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7"
A
R O
D
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K
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IS
VOLUME I - D
#8 @ 8"(MIN.)
T Y
P
@ 12"
#4 BAR
B J
O N
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SOLICITATION
S-502-A1
S-502-D1
A N
S I
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L D
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S-303
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L D
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L -I
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A5
S
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MISS ANCHORAGE EMBEDMENT
BEND STRAPS AS REQUIRED TO
SEE S-501
PANEL ANCHORAGE ASSEMBLY
SEE S-301-A5
BENT BAR
A1
SECTION
SEE S-502-A1
WALL ARMOR
A5
SECTION
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
G R
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K H
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D R
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S E
S A
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D
/0
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K
B U
IS
VOLUME I - D
B J
O N
E S
SOLICITATION
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 B
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US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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S-551-A9
N
S I
D
E ic s p d f2 \2
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L D
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L A
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IL
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L A
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T R
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A R
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A S
IN
B J
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N .T .S
S-351
S E
C T
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P R
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A S
T P
A N
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B
IW
L D
V O
L -I
D S -3 x x x .d g n
A5
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
A1
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
#4 @ 12" #4 STIRRUP @ 12"
" AMPLITUDE4
1A
ROUGHENED TO
INTENTIONALLY
REAR SURFACE
G R
U N
D Y C
O U
N T
Y
IL
D R
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D E
N I S
L A
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O C
K
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P E
R B
U L
K H
E A
D R
E C
E S
S E
S A
R O
D
/0
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K
B U
IS
VOLUME I - D
2'-0"1'-8" 1'-8"
ANCHORS
#8 PANEL
C L
R
A7
SECTION
"4 37'-11
"4 18'-
B J
O N
E S
SOLICITATION
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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IP
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N M
A R
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A T
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S
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S U
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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
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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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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S I
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E ic s p d f2 \2
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D S -5 x x x .d g n
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P
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A R
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IL
L
IN
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R
IV
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A S
IN
B J
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E S
N .T .S
S-501
P R
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A S
T P
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B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
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D R
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D E
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L A
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E A
D R
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S E
S
E1
A5
" x 6" ANCHOR (TYP)4
" VENT HOLE2
1Ø 1
ONE HALF OF PS 27.5
1" R
"8
" x 6" ANCHOR (TYP)4
1/4
W8x48
WELD
THIS IS A CRITICAL
100% UT
CJP
D E
T A
IL
S
D1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
D5
ANCHORAGE DETAIL
A5
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8 15"2
"8 73'-3
9 SP @ 4" = 3'-0""16
1. STUD WELDING ALLOWED ACCORDING TO AWS D. 1
100% UT
CJP
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
B J
O N
E S
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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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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N M
A R
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S
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D B
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C A
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P L
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C O
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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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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S I
D
E ic s p d f2 \2
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L -I
D S -5 x x x .d g n
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C O
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P W
P
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C K I S
L A
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IL
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C K I S
L A
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T R
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U .S
A R
M Y C
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P S O
F E
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IL
L
IN
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R
IV
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A S
IN
B J
O N
E S
N .T .S
S-502
P R
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A S
T P
A N
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B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
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D Y C
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D R
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D E
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L A
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K H
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D R
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E S
S E
S
A1 S-502-A1
A7
A7
SECTION
"2
STUD ANCHOR
" DIA. x 4"2
" 4 3" X 74
RUBBING BAR
TYP
" X 2" 4
3PL
"4
6@9
6@9
1/4
1/4
START WELDS @
END OF ARMOR
SECTIONS, TYP
STRAP ANCHOR
" 4 3" x 2" x 108
"43
"4 37'-11
6"
C L
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
7"
"4 37'-11
6""2 11'-2 "2
11'-3
D7
C L
"2
" 4 3" X 74
RUBBING BAR
TYP
" X 2" 4
3PL
"4
STRAP ANCHOR
" 4 3" x 2" x 108
7"
3"
"43
1'-8"1'-8"
10"
4 SP @ 10" = 3'-4"
STUD ANCHOR
" DIA. x 4"2
D1 S-502-D1
D7
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 6" 1' 2'SCALE : 1 1/2"=1'-0"
D E
T A
IL
S
6@9
6@9
1/4
1/4
START WELDS @
END OF ARMOR
SECTIONS, TYP
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
B J
O N
E S
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
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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
R
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N M
A R
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C A
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C O
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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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-550-A3
S-551-A7
S-550-A1
S-550-A9
S-551-A1
S-551-A3
S-553-A1
S-550-A3
S-550-A9
S-550-A1
S-550-A9
S-550-A3
S-550-A9
S-553-C1
S-550-A9
S-550-A3
S-550-A6
S-550-A6
S-550-A6
S-550-A6
A N
S I
D
E ic s p d f2 \2
\5
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IW
L D
V O
L -I
D S -5 x x x .d g n
:3
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A
M
C O
E -M
V R
P W
P
R O
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/3
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L D
R O
C K I S
L A
N D
IL
L
IN
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R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
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R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-505
P R
E C
A S
T P
A N
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B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
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IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
SECTION - BULKHEAD RECESS FRAME
M K S -5
-A
D E
T A
IL
S
A
R O
D
S
P A
C E
S
37'-11
S-506
/0
/2
K
B U
IS
VOLUME I - D
B J
O N
E S
SOLICITATION
S O
L
IC
IT
A T
IO
N N
O
F
IL
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
IG
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D B
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D E
S C
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IP
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N M
A R
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S
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S U
B M
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D B
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P L
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C A
L E
P L
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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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-551-A1
S-551-A3
S-551-A5
S-551-A7
S-551-A9
S-550-D1S-553-A1
S-552-A9
S-553-C1
S-552-A7
S-552-A5
S-552-A3
S-552-A1
S-551-A1
A N
S I
D
E ic s p d f2 \2
\5
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L D
V O
L -I
D S -5 x x x .d g n
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A
M
C O
E -M
V R
P W
P
R O
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/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-506
P R
E C
A S
T P
A N
E L S
B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
3'-5""4
"2 15'-2
ASSEMBLY - BULKHEAD RECESS FRAME
5/16
5/16
5/16
5/16
5/16
5/16
2'1'0SCALE : 1"=1'-0"
LANDWALL SHOWN, RIVER WALL OPPOSITE HAND1.
GENERAL SHEET NOTE
D E
T A
IL
S
5/16
5/16
FLUSH
GRIND
/0
/2
K
B U
IS
A
R O
D
B J
O N
E S
VOLUME I - D
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
D S -5 x x x .d g n
:3
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-550
P R
E C
A S
T P
A N
E L S
B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
"8
"2
"8
"8
6"
"8
"8
"8
"8
" PL4
3 " PL4
"8
"8
"8
"8
D1 S-550-D1
A3 S-550-A3
A6 S-550-A6
A9 S-550-A9
0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"
SCALE : 3/4"=1'-0" 0 1' 2' 3'
" PL4
ITEM MARK NO. TOTAL QTYUNIT QTY DESCRIPTION
MATERIAL SCHEDULE
2 S-550-A3 2 4
3 S-550-A6 6 12
4 S-550-A9 10 20
5 S-550-D1 2 4
RECESS CORNER ARMOR
RECESS ARMOR
RECESS ARMOR
RECESS ARMOR
MATERIAL
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
A1 S-550-A1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8
"8
"8
"8
2"
'-4
" PL2
1 S-550-A1 RECESS ARMOR2 4 ASTM A572 GR50
170.5° 170.5°
D E
T A
IL
S
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
R
170.5°
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
D S -5 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-551
P R
E C
A S
T P
A N
E L S
B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
1'-7"
W5x16 W6x28 "4 3L8x6x
"8 5L7x4x
A1 S-551-A1
A3 S-551-A3
A5 S-551-A5
A7 S-551-A7
A9 S-551-A9
0 6" 1' 2'SCALE : 1 1/2"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"0 3" 6" 9" 12"SCALE : 3"=1'-0"
7" ANGLE LEG
CUT AND BEND
TOTAL QTY DESCRIPTION
MATERIAL SCHEDULE
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ITEM MARK NO. UNIT QTY
21 S-551-A1
2 S-551-A3 1
3 S-551-A5 2
4 S-551-A7 1
5 S-551-A9 2
STIFFENER BEAM
LINER STIFFENER
GUIDE ANGLE
LINER ANGLE
SIDE PLATE
ASTM A992
ASTM A992
D E
T A
IL
S
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
" PL4
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
D S -5 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-552
P R
E C
A S
T P
A N
E L S
B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
A5 S-552-A5
2'1'0SCALE : 1"=1'-0"A3
S-552-A3
A7 S-552-A7
1'-2" "4
11'-6"16
10"
5"
ANCHORS
" x 8" 4 3Ø
2" PL 2" PL1" PL " PL2
TOTAL QTY DESCRIPTION
MATERIAL SCHEDULE
ASTM A572 GR50
STIFFENER PLATE
ITEM MARK NO. UNIT QTY
1 S-552-A1
2 S-552-A3 1
3 S-552-A5
4 S-552-A7 1
STIFFENER PLATE
STIFFENER PLATE
STIFFENER PLATE
2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0"2'1'0SCALE : 1"=1'-0" A9
S-552-A9
" PL4
MATERIAL
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR50
ASTM A572 GR505 S-552-A9 1 2
SCALE : 3/4"=1'-0" 0 1' 2' 3'A1
S-552-A1
BACKING PLATE
D E
T A
IL
S
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
S
P
"2
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
D S -5 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-553
P R
E C
A S
T P
A N
E L S
B
IW
L D
V O
L -I
D S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
TOTAL QTY DESCRIPTION
MATERIAL SCHEDULE
ASTM A572 GR50
ITEM MARK NO. UNIT QTY
1 S-553-A1
2 S-553-C1 1 2
1 2
MATERIAL
ASTM A572 GR50
ARMOR
ARMOR
A1 S-553-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C1 S-553-C1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"8
"8
"8
"8
2"
" PL2
170.5°
0 6" 1' 2'SCALE : 1 1/2"=1'-0"E1
DETAIL
E3
DETAIL
"8
"8
"8
"8
170.5°
" PL4
E1
E3
D E
T A
IL
S
/0
/2
K
B U
IS
A
R O
D
VOLUME I - D
"4 112'-4
"4 112'-4
7 SP @ 1'-6" = 10'-6"
7 SP @ 1'-6" = 10'-6"
6 SP @ 1'-6" = 9'-0"
7 SP @ 1'-6" = 10'-6"
"16 12'-
"16 11'-3
"16
"16 11'-3
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-504-A1
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -1 x x x .d g n
:3
:5
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-101
B
IW
L D
V O
L -I E S -1 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
0 3" 6" 9" 12"SCALE : 3"=1'-0"
"8 34'-8
S-201
A8
S -3
A
S-201
A1
"8 52'-0
"16 54'-1
S-201
A4
"16 32'-4
SCALE : NO SCALE
GENERAL SHEET NOTES
PROTECTION PLATE ASSEMBLY, FOUR TOTAL.
TWO TURNBUCKLE ASSEMBLIES REQUIRED PER 2.
PLATE ASSEMBLY, FOUR TOTAL.
TWO SWIVEL HOIST RINGS REQUIRED PER PROTECTION 1.
A1
ISOMETRIC - PROTECTION PLATE ASSEMBLY
A5
PLAN - PROTECTION PLATE ASSEMBLY
P L
A N
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
A
R O
D
/0
/2
K
B U
IS
B J
O N
E S
VOLUME I - E
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-502-E3
S-503-E1 S-503-E1
S-502-A1
S-502-A3
S-503-E1
S-502-A7
S-503-E1
S-503-A7
S-502-E7
S-502-A9
S-503-E1
S-502-A1
S-501-A9
S-501-A1
S-502-A3
S-503-E1
S-502-A7
S-503-E1S-503-E1
S-501-A1 S-501-A1
S-501-A5
S-501-A9
S-503-E1S-503-E1
S-502-E2
S-503-E4
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -2 x x x .d g n
:3
:2
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-201
B
IW
L D
V O
L -I E S -2 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
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
A8A4
"8 34'-8
S-301
A7
"16 92'-6
"2
3'-4"
S
P A
C E
S
S-301
E7
A1
ELEVATION
A4
ELEVATION
A8
ELEVATION
S-301
A1
S
P A
C E
S
SWIVEL HOIST RING NOT SHOWN FOR CLARITY.1.
E L E
V A
T
IO
N S
A
R O
D
/0
/2
K
B U
IS
VOLUME I - E
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-501-E5
S-501-A9
S-502-A1
S-501-A1
S-501-A5
S-502-A3
S-502-A7
S-501-A9
S-502-E3
S-501-E5
S-502-A3
S-501-A9
S-501-A1
S-503-E1
S-501-A5
S-503-E1
S-501-A1
S-502-E3 S-502-A9
S-503-A7
S-502-E7
S-504-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -3 x x x .d g n
:3
:3
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-301
B
IW
L D
V O
L -I E S -3 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
S E
C T
IO
N S
"8 34'-8
"16 32'-4
1'-8" 1'-8"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
* CRITICAL DIMENSION
A7
SECTION
E7
SECTION
0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1/4
"16 54'-1
5/16
TYP
5/16
TYP
TURNBUCKLE
5/16
TYP
S
P A
C E
S
S
P A
C E
S
/0
/2
K
B U
IS
A
R O
D
VOLUME I - E
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -5 x x x .d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-501
B
IW
L D
V O
L -I E S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
D E
T A
IL
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
S
P
HOLE (TYP)
"16 13Ø
HOLE (TYP)
"16 13Ø
"2
A1 S-501-A1
A5 S-501-A5
E5 S-501-E5
A9 S-501-A9
S
P
W24x55
"16
"2
4"
HOLE (TYP)
"16 13Ø
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO.
2 10
3 24
4 2
S-501-A1
S-501-A5
S-501-A9
S-501-E5
UNIT QTY
TOTAL QTY
W24x55
W24x55
W6x20
W10x30
ASTM A992
ASTM A992
ASTM A992
ASTM A992
/0
/2
K
B U
IS
A
R O
D
VOLUME I - E
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -5 x x x .d g n
:3
:2
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-502
B
IW
L D
V O
L -I E S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
D E
T A
IL
S
"16 54'-1
" PL4
" 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
A1 S-502-A1
E3 S-502-E3
E7 S-502-E7
A7 S-502-A7
A9 S-502-A9
A3 S-502-A3
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO.
2 2
3 4
4 8
S-502-A1
S-502-A3
S-502-A7
S-502-A9
UNIT QTY
TOTAL QTY
PLATE
5 S-502-E3 1 2
6 S-501-E7 2 4
CORNER ARMOR
BUSHING
BUSHING
BACKING PLATE
FOOT PLATE
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
ASTM A36
9"
/0
/2
K
B U
IS
A
R O
D
VOLUME I - E
"4
R
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S-503-A2
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -5 x x x .d g n
:3
:3
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-503
B
IW
L D
V O
L -I E S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
D E
T A
IL
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"E1
S-503-E1
A1 S-503-A1
A4 S-503-A4
"4
"4
7"
"2 11 4"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"E4
S-503-E4
"16
" C.BORE (TYP)2
1" x 12
1Ø 2
"4 1" x 316
13Ø
DESCRIPTION
MATERIAL SCHEDULE
MATERIALITEM MARK NO.
2 4
4 8
S-503-A1
S-503-A4
S-503-E1
S-503-E4
UNIT QTY
TOTAL QTY
SPACER
MOUNTING PLATE
MOUNTING BASE
MOUNTING ANGLE8
ASTM A36
ASTM A36
ASTM A36
UHMW-PE
3"
"2
5/16
0 1" 2" 3" 4"SCALE : 6"=1'-0"A7
ASSEMBLY
"2
/0
/2
K
B U
IS
A
R O
D
VOLUME I - E
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I E S -5 x x x .d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
IL
L
IN
O
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-504
B
IW
L D
V O
L -I E S -5 x x x .d g n
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
P R
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y
D E
T A
IL
S
A1 S-504-A1
GENERAL SHEET NOTES
WEIGHT INCLUDING BOLTS AND PAINT.
THE WEIGHT SHALL INDICATE THE FINAL, AS-FABRICATED 2.
" DEEP.4
1LETTERS TO BE MILLED 1.
1"
1'-0"
" PL2
1" (TYP)
R
" (T
YP)
SCALE : 1"=1" 2"1"0
/0
/2
K
B U
IS
A
R O
D
VOLUME I - E
B J
O N
E S
SOLICITATION
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 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
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
File details come from the government source that posted it.