A14_-_Draft_Plans_Part_2.pdf
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S-506-A4
S-506-C1 S-506-C1 S-506-C1 S-506-C1 S-506-C1 S-506-C1 S-506-C1
A N
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S-310
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L A
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S T
A
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C B
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K H
E A
D R
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S C B
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K H
E A
D R
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C A
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H O
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C A
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H O
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C A
N C
H O
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C A
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H O
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C A
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H O
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C A
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S-501
A6
L LLLLLL
0 4' 8' 12'SCALE : 3/16"=1'-0"
A1
SECTION - PRECAST PANEL AND BULKHEAD RECESS - LANDWALL
1 2
GENERAL SHEET NOTES
SHEET KEYNOTES
REVIEW
CONTRACTOR SHALL TENSION THIS ANCHOR TO 50K.2.
CONTRACTOR SHALL TENSION THIS ANCHOR TO 90K.1.
VOLUME I - A
OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00
SHOW SIZE AND LOCATIONS OF CORES ON GROUTING
THROUGH THE LOCKWALL. IF VERTICAL CORING IS CHOSEN,
HELP FACILITATE GROUTING OF DEADMAN ANCHORS
6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED TO
PANELS.
5.ANCHORS SHALL BE TENSIONED BEFORE INSTALLING PRECAST
4.THE TWO OUTSIDE ANCHORS SHALL BE TENSIONED FIRST.
GROUT HAS CURED. PRESSURE GROUTING NOT ALLOWED.
3.CONTRACTOR SHALL TENSION DEADMAN ANCHORS BEFORE
2.DEADMAN ANCHORS SHALL BE GROUTED IN POSITION.
ANCHORS.
1.CONTRACTOR SHALL CORE 4"Ø HOLES FOR DEADMAN
A
R O
D
8'-0"12'-0" 8'-0" 8'-0" 8'-0" 12'-0"
BEHIND PANELS
WHILE PLACING CONCRETE
PLACE CONCRETE IN VOID
TYP
PRECAST PANEL
BEAM
DEADMAN
B J
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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L A
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C T
SECTION
A3
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SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
C L
R
#6 @ 12"
10'-6"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
REVIEW
VOLUME I - A
A
R O
D
C L
R
#6 @ 12"
10'-6"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
6" CLR
#8 BAR
EL 485.15
PANEL
PRECAST
SEAT
PANEL
PRECAST
SILL
CONCRETE
EL 510.0
2'-6" EMBED
6" CLR
6" CLR
EMBED 18"
#6B @ 12"
EPOXY
DRILL AND
EL 510.0
B J
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A
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EL 510.0
EL 485.15
EL 510.0
EL 485.15
SEAT
PANEL
PRECAST
SILL
CONCRETE
SEAT
PANEL
PRECAST
SILL
CONCRETE
SLOT
BULKHEAD
ASSEMBLY
PLATE
PROTECTION
A1
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
B J
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US Army Corps of Engineers
US Army Corps
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C T C
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SHEET ID
A
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S-506-A4
S-506-C1 S-506-C1 S-506-C1
S-506-C1 S-506-D1 S-506-D1 S-506-D1
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C A
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L L L L L
S-501
A6
GENERAL SHEET NOTES
0 4' 8' 12'SCALE : 3/16"=1'-0"A1
SECTION - PRECAST PANEL AND BULKHEAD RECESS - RIVER WALL
S E
C T
IO
N
CONTRACTOR SHALL TENSION THIS ANCHOR TO 50,000 LBS.2.
CONTRACTOR SHALL TENSION THIS ANCHOR TO 90,000 LBS.1.
VOLUME I - A
OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00
SHOW SIZE AND LOCATIONS OF CORES ON GROUTING
THROUGH THE LOCKWALL. IF VERTICAL CORING IS CHOSEN,
HELP FACILITATE GROUTING OF DEADMAN ANCHORS
6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED TO
PANELS.
5.ANCHORS SHALL BE TENSIONED BEFORE INSTALLING PRECAST
4.THE TWO OUTSIDE ANCHORS SHALL BE TENSIONED FIRST.
GROUT HAS CURED. PRESSURE GROUTING NOT ALLOWED.
3.CONTRACTOR SHALL TENSION DEADMAN ANCHORS BEFORE
2.DEADMAN ANCHORS SHALL BE GROUTED IN POSITION.
ANCHORS.
1.CONTRACTOR SHALL CORE 4"Ø HOLES FOR DEADMAN
A
R O
D
8'-0" 8'-0" 8'-0" 8'-0" 12'-0"
12'-0" C B
U L
K H
E A
D R
E C
E S
S L C A
N C
H O
R L
PANEL TYP
PRECAST
BEHIND PANELS
WHILE PLACING CONCRETE
PLACE CONCRETE IN VOID
BEAM
DEADMAN
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S
B J
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US Army Corps of Engineers
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#6 @ 12"
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EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
C L
R
#6 @ 12"
10'-6"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#8 BAR
EL 485.15
PANEL
PRECAST
EL 510.0
2'-6" EMBED
6" CLR
EMBED 18"
#6B @ 12"
EPOXY
DRILL AND
EL 510.0
A1
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
SEAT
PANEL
PRECAST
SILL
CONCRETE
6" CLR
6" CLR
B J
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SHEET ID
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EL 510.0
EL 485.15
EL 510.0
EL 485.15
A1
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
SEAT
PANEL
PRECAST
SILL
CONCRETE
SLOT
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SEAT
PANEL
PRECAST
SILL
CONCRETE
ASSEMBLY
PLATE
PROTECTION
B J
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SCALE : 3/8"=1'-0" 0 2' 4' 6'
0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"A1
SECTION
6" TYP
CONCRETE
AGGREGATE IN SLEEVE
PLACE CLEAN STONE
CONCRETE
TO TOP OF NEW
EXTEND WEEP HOLE
ADD SLEEVE TO
SEAL PLATE
S
IL
L C
O N
C R
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E
S E
C T
IO
N S
S-330
C O
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2" ANCHOR
E M
B E
D I
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K
6" HOLE
E1
DETAIL - TYPICAL ANCHOR
A8
DETAIL - TYPICAL WEEP HOLE
#8 @ 12 EACH WAY
A
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C O
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6" COVER
B J
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N .T .S
M
C A
C K
L E
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VOLUME I - A
EL 488.15
EL 479.00
TOP OF SILL
TOP OF ROCK
APPROXIMATE
EL 488.15
EL 479.00
TOP OF SILL
TOP OF ROCK
APPROXIMATE
EL 488.15
TOP OF SILL
EL 479.00
TOP OF ROCK
APPROXIMATE
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0 4' 8' 12'SCALE : 3/16"=1'-0"
GENERAL SHEET NOTES
T
A
.8
C B
U L
K H
E A
D R
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E S
S L
FLOW
ANGLE
GRATING
A1
PLAN - PROTECTION PLATE INSTALLATION
PROT PL" PLAN SET.
PROTECTION PLATE ASSEMBLY DETAILS ARE FOUND IN "MA 3.
RIVER WALL SHOWN, LANDWALL OPPOSITE HAND2.
GRATING NOT SHOWN FOR CLARITY.1.
C PADEYEL C PADEYEL
"16 31'-8 "16
31'-8
PROTECTION PLATE ASSEMBLY
RECESS STEEL.
" INSET FROM THE FACE OF THE ADJACENT BULKHEAD 4
CHAMBER FACE OF THE PROTECTION PLATE ASSEMBLY IS
ADJUST PROTECTION PLATE SIDE ANGLES SUCH THAT THE 1.
REVIEW
(EL 509.23)
A
R O
D
VOLUME I - A
TREMIE POUR
BUT BEFORE FINAL
AFTER FIRST TREMIE LIFT
NONSHRINK GROUT
FILL VOID WITH
"4
" SHIM16
A6
SECTION -PRECAST PANEL CONNECTION
0 4' 8' 12'SCALE : 3/16"=1'-0"
PS 27.5 PILINGPS 27.5 PILING
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A1 S-502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A3
S-502-A3
A4 S-502-A4
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
2in in
8in in in
2in 8i n in
45°
3i n
R
6in in in
9in9in
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MAX
MAX
ANCHOR BARS @ 12" C.C. - STAGGERED
STUDS @ 12" C.C. - STAGGERED
ANCHOR BAR
2" WIDE
" PL4
in8 31ft-3 8in in4
R in
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10inin8 in in in4
3in in
C1 S-502-C1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
(TYP)
"Ø x 8" STUDS 4
STUD
"Ø x 8" 4
GENERAL SHEETS NOTES
4 TOTAL
QTY: 2 PER RECESS
MAT: A36
B J
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VOLUME I - A
FOR STRAP ANCHORS.
INCH FILLET WELDS 4
1THE PROTECTION ARMOR. USE
ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO 6.
ARMOR.
GROUND SMOOTH) TO VERTICAL AND HORIZONTAL
CORNER CAPS SHALL BE GROOVE WELDED (AND 5.
INCH THICK ASTM A36.4
3FABRICATED FROM
UNLESS OTHERWISE SHOWN ARMOR SHALL BE 4.
VERTICAL ARMOR AND AT FREE ENDS.
ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT 3.
INCH ALONG ITS LENGTH AND WIDTH.4
1THAN
STRAIGHT AND DOES NOT DEVIATE IN ANY PLANE MORE
ARMOR SHALL BE FABRICATED SUCH THAT IT IS 2.
REQUIRED.
STRAIGHTENING AFTER FABRICATION MAY BE
ARMOR SHALL BE TRUE AND STRAIGHT. 1.
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A1 S-503-A1
2'1'0SCALE : 1"=1'-0"
GENERAL SHEET NOTES
A7 S-506-A7
" Ø16
2" PL
D1 S-503-D1
2'1'0SCALE : 1"=1'-0"
2" Ø
ITEM MARK NO. UNIT QTY DESCRIPTION
MATERIAL SCHEDULE
141 S-501-A4 ASTM A572 GR50
2 S-501-C1 11
MATERIAL
DEADMAN ANCHOR PLATE
DEADMAN ANCHOR ROD ASTM F1554 GR105
3 S-501-D1 3 DEADMAN ANCHOR ROD ASTM F1554 GR105
2" Ø
F1 S-503-F1
2'1'0SCALE : 1"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
2'1'0SCALE : 1"=1'-0"
CONCRETE
PRIOR TO PLACING
@ 24" O.C. GREASE BAR
18" LONG #3 SMOOTH BAR
JOINT
EXPANSION
PREMOLDED
BACK OF LANDWALL
E7
BOAT RAMP DETAIL
2'-6" SQUARE
ON TOP AND BE FLUSH WITH ADJACENT SLABS.
EXCAVATION TO ALLOW 12" OF CONCRETE TO BE PLACED
EQUIPMENT. PLACE AGGREGATE AS NEEDED IN THE
GREATER THAN 4" AND COMPACT WITH HAND-OPERATED
ILDOT GRADATION CA-6, CLASS B. PLACE IN LAYERS NO
PLACE AND COMPACT AGGREGATE CONFORMING TO
12" THICK.
SLAB ASSUMED TO BE
THICKNESS. EXISTING
MATCH EXISTING SLAB
THERE ARE (6) BARS REQUIRED PER CHECK POST
REVIEW
B J
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VOLUME I - A
6"
1'-0"
2" Ø
24'-0"
20'-11"
13'-11"
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A1 S-504-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
ITEM MARK NO. UNIT QTY DESCRIPTION
MATERIAL SCHEDULE
21 S-504-A1
2 S-504-E1 2
TOP GRATING
MATERIAL
in ft -6 in ft -1
6in in4 34ft-4 in4 35ft-4
E1 S-504-41
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
in4 15ft-5 in8 56 6 SP @ 10" = 5ft-0in in ft -7 in in in ft -4
6in
5/16
5/16
TYP
ANCHORS
" x 6"4 3Ø
4in
6in in in
6in in4 in ft -4
A7
SECTION
0 1" 2" 3" 4"SCALE : 6"=1'-0"
S
P in
TOP GRATING FRAME
ASTM A36
ASTM A36
"2
1CUT DOWN TO 2
" 2 1L4x3x
" 2 1L4x3x
GENERAL SHEET NOTES
A4
REVIEW
ACCORDING TO AWS D1.1
3. STUD WELDING ALLOWED FOR ANCHORS SHOWN
" O.C. AND BANDED EDGES.8
7BEARING BARS SPACED AT 1
" 4 1"x2
1GRATING SHALL BE WELDED BAR GRATING WITH 22.
GALVANIZED
GRATING AND GRATING FRAME SHALL BE HOT-DIP 1.
TYP
CJP
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2'-0"
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PL 1"
"2 13'-3
2""2
13 SP = 2'-112"
"8 7109'-9
2'1'0SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
STUD
12"
" Ø X 4
"2
1PL
VOLUME I - A
A1
S-530-A1 - BULKHEAD SEAL/BEARING PLATE
GENERAL SHEET NOTES
3. MATERIAL SHALL BE ASTM A572, GRADE 50, STEEL.
5-E-2 PAINT SYSTEM.
2. ALL FINAL EXPOSED SURFACES SHALL BE COATED WITH THE
SEAL/BEARING PLATE SHALL BE 488.15 FT (TOLERANCE: ±1/8").
1. TOP FINAL ELEVATION OF BOTH BEARING PLATES AND
PL 1"
E1
S-530-E1 - BULKHEAD BEARING PLATE
E6
S-530-E6 - BULKHEAD CORNER BEARING PLATE
1/4"STUD WELD
TYP, OR
B J
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H A
N D
R A
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D E
T A
BREAKS AT MONOLITHS
CONTINUOUS WITH
HANDRAIL SHALL BE
SCREWS (TYP)
STEEL SET
STAINLESS
TO BE CONTINUOUS
VERTICAL POSTS
"L" FITTING
FITTING
"CROSS"
A6
TYPICAL HANDRAIL SLIP-ON CONNECTION DETAILS
6'-0" (MAX)
ft -8 in
TOP OF LOCK WALL
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
NEW CORNER ARMOR
EXISTING AND/OR
HANDRAIL CENTERLINE
MATCH EXISTING
SECTIONELEVATION
0 6" 1' 2'SCALE : 1"=1'-0"A1
TYPICAL HANDRAIL ELEVATION/SECTION
8in in
M
IN
NEOPRENE GASKET
TOP OF LOCK WALL
NEW HANDRAIL BASE
" ANCHORS2
1NEW
HOLE IN EACH BASE
" DRAIN2
1DRILL
C/L HANDRAIL
SECTION
PLAN
SLIDING PAST FITTING
PREVENTS PIPE FROM
" DIA ROUND STOCK8
OPEN POSITION
CLOSED POSITION
2"
0 3" 6" 9" 12"SCALE : 3"=1'-0"F5
TYPICAL LADDER ACCESS RAIL DETAILS
TOP OF LOCK WALL
" (TYP.)2
EXISTING HANDRAILNEW HANDRAIL
EXTENSIONS
RAIL
SCALE : NO SCALEC5
HANDRAIL EXTENSION
0 1" 2" 3" 4"SCALE : 6"=1'-0"C1
TYPICAL HANDRAIL BASE DETAILS
in in2
GENERAL SHEET NOTES
1"
1"
REVIEW
VOLUME I - A
SLIDE RAIL TO LOCK INTO
NOTCH PIPE TO ALLOW
" DIA. ALUMINUM PIPE.2
OF FITTING
CENTERLINE
EXTENSION TO
" PIPE2
1EXTEND 1
SLIDES INTO HANDRAIL
" LONG8
7PIPE x 11
1" DIA ALUMINUM
PIPE (TYP)
" DIA. ALUMINUM2
PIPE (TYP)
" DIA. ALUMINUM2
PIPE (TYP)
" DIA. ALUMINUM2
CHECK POSTS
6. NEW POSTS SHALL BE A MINIMUM 3'-0" FROM CENTERLINE OF
PLATE AND CONCRETE.
PLATE. THE GASKET SHALL BE INSTALLED BETWEEN THE BASE
NEOPRENE GASKET MATCHING THE FOOTPRINT OF THE BASE
5. ALL NEW HANDRAIL SHALL BE REINSTALLED/ INSTALLED WITH A
SPLICES.
JOINTS, WITH CONNECTION SPECIFICATIONS DESIGNED FOR
4. HANDRAIL SHALL HAVE EXPANSION SPLICES AT ALL MONOLITH
C. VERTICAL POSTS CONTINUOUS TO TOP RAIL
B. MAXIMUM POST SPACING = 6'-0"
A. MAXIMUM TOP RAIL LENGTH = 30'-0"
CRITERIA SHALL BE APPLIED:
JOINTS AND LOCK APPURTENANCES). THE FOLLOWING
SUBMIT FOR APPROVAL (LAYOUT MUST SHOW MONOLITH
3. CONTRACTOR SHALL FIELD VERIFY HANDRAIL LAYOUT AND
BOLTS AND NUTS SHALL BE GALVANIZED.
PULLOUT AND 6000lb ULTIMATE SHEAR. ALL ANCHOR
EPOXY GROUT AND SHALL PROVIDE 4000lb ULTIMATE
" DIAMETER. ANCHORS SHALL BE EMBEDDED IN 2
1 SHALL BE
2. CONCRETE ANCHORS FOR NEW HANDRAIL BASE PLATES
WITH CAST ALUMINUM FITTINGS.
SHALL CONSIST OF ALUMINUM RAILS AND POSTS
RECOMMENDATIONS AND SPECIFICATIONS. ALL HANDRAIL
1. ALL HANDRAIL SHALL BE INSTALLED PER MANUFACTURER'S
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IL
L
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IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
M
C A
C K
L E
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SD101
REVIEW
0 4' 8' 12'SCALE : 3/16"=1'-0"
F L
O W
CHAMBER
LOCK
L
EMERGENCY MITER GATE RECESSES
SD120
A1
UPPER MITER GATE RECESSES
SD110
A1
STA 35+10.01
STA 35+84.49 STA 35+84.49
C O
N C
R E
T E D
E M
O L
IT
E
L A
R G
E D L
O C
K P
L A
N
A1
ENLARGED LOCK PLAN - CONCRETE DEMOLITION
EL 510.0
TOP OF LOCK WALL
EL 510.0
TOP OF LOCK WALL
EL 471.0
EL 488.15
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
N D L
O C
K
U P
P E
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K H
E A
D R
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S E
S
B
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L D
V O
L -I
A S
D x x x .d g n
STA 35+83.57
MJ
STA 35+83.57
MJ
C PINTLE
STA 35+15.16
L
MITER GATE SILL
EMERGENCY
N
C PINTLE
STA 35+15.16
STA 35+10.01
STA 35+54
MJ
STA 35+28
MJ
STA 35+28
MJ
STA 35+54
MJ
STA 35+80
MJ
STA 35+80
MJ
VOLUME I - A
EL 479.0
APPROXIMATE TOP OF ROCK
SEE DETAIL SHEETS
REMOVAL AREAS, TYP
EL 485.15 EL 485.15
EL 485.82 EL 485.82
"16 1127'-3 "16
1127'-3
A
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SD330
A1
/0
/1
K
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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SD110
REVIEW
P L
A N
C O
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R E
T E D
E M
O L
IT
IO
N
L A
N D W
A L L
FLOW
S T
A
.0
BALL AND CAP
DISPOSE PINTLE
REMOVE AND
L
GENERAL SHEET NOTES
SIMILAR TO SECTION A3
DEPTH OF ANCHORAGE
0 4' 8' 12'SCALE : 3/16"=1'-0" N
G R
U N
D Y C
O U
N T
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IL
D R
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D E
N I S
L A
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S T
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6"
EXCAVATING
SIDEWALK BEFORE
REMOVE 4"
2'-1
2'-4"
11"
S T
A
M J
S T
A
M J
VOLUME I - A
LOCK WALL
BACK OF
LOCK WALL
FACE OF
DEADMAN BEAM
CONCRETE TO INSTALL
REMOVE AND DISPOSE
PRECAST PANELS
CONCRETE TO INSTALL
REMOVE AND DISPOSE
"2 12'-6
"4
SIDEWALK
15' -2
2'-8
3'-2"
"16 15'-3
LOCK WALL
BACK OF
LIGHT POLE
HIGH MAST
SD210
A1
SD301
A7
SD301
A4
SD301
A1
60'-0"
30'-0"30'-0"
HIGH-MAST LIGHTPOLE.
MANNER THAT DOES NOT AFFECT THE STABILITY OF
EXCAVATION SHALL BE PLANNED AND EXECUTED IN A 4.
IS REQUIRED TO LOCATE BEFORE EXCAVATION.
LOCATION AND DEPTH ARE UNKNOWN. CONTRACTOR
UTILITIES IN THE AREA OF EXCAVATION EXACT 3.
INSTALLATION.
EXCAVATE FILL TO FACILITATE DEADMAN ANCHORAGE 2.
REQUIREMENTS.
02 83 13 FOR PROPER HANDLING AND DISPOSAL
PAINT. CONTRACTOR TO COMPLY WITH SPECIFICATION
EXISTING HANDRAIL IS COATED WITH LEAD BASED 1.
A1
PLAN - CONCRETE DEMOLITION - LAND WALL
/0
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K
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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N .T .S
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C A
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SD120
REVIEW
P L
A N
0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
S T
A
.0
BACK OF LOCKWALL
BALL AND CAP
DISPOSE PINTLE
REMOVE AND
GENERAL SHEET NOTES
THE TOW HAULAGE UNIT IN ITS EXISTING LOCATION.
ON THE RIVERWALL AND BEFORE AUGUST 31, 2019 RESET
OTHER SUPPORTS. AFTER CONSTRUCTION IS COMPLETE
STORE OFF THE GROUND USING PLATFORMS, SKIDS OR
GRASSY AREA BEHIND LOCK WALL (WITHIN 60 FEET).
TEMPORARILY REMOVE EXISTING TOW HAULAGE UNIT TO 2.
FOR PROPER HANDLING AND DISPOSAL REQUIREMENTS.
CONTRACTOR TO COMPLY WITH SPECIFICATION 02 83 13
EXISTING HANDRAIL IS COATED WITH LEAD BASED PAINT. 1.
C O
N C
R E
T E D
E M
O L
IT
IO
N
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IV
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A L L
N
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K
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K H
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S E
S
B
IW
L D
V O
L -I
A S
D x x x .d g n
S T
A
.4
"4
2'-10
6"
REMOVAL DEPTH
3'-6" CONCRETE
ARMOR
EXISTING CORNER
2'-4"
LOCKWALL
BACK OF
S T
A
M J
S T
A
M J
S T
A
M J
11"
VOLUME I - A
DEADMAN BEAM
CONCRETE TO INSTALL
REMOVE AND DISPOSE
"8 32'-8
3'-2"
"4
"2 12'-6
"4
15'-2
2'-8"
"16 15'-3
SD220
A1
SD301
E1
SD301
E4
SD301
E7
LOCKWALL
FACE OF
RECESS
FACE OF
PRECAST PANELS
CONCRETE TO INSTALL
REMOVE AND DISPOSE
PRECAST PANELS
CONCRETE TO INSTALL
REMOVE AND DISPOSE
A1
PLAN - CONCRETE DEMOLITION - RIVER WALL
/0
/1
K
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US Army Corps of Engineers
US Army Corps
P R
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SHEET ID
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SD210
REVIEW
C O
N C
R E
T E D
E M
O L
IT
IO
N
E L E
V A
T
IO
N S
0 4' 8' 12'SCALE : 3/16"=1'-0"
GENERAL SHEET NOTES
FLOW
L A
N D W
A L L
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
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K
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P E
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K H
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S E
S
B
IW
L D
V O
L -I
A S
D x x x .d g n
S T
A
.4
S T
A
.0
EL 510.0
EL 506.5
L S T
A
.1
C P
IN
T L E
TOP OF WALL
"8 71'-2
EL 485.82 EL 485.82
S T
A
M J
S T
A
M J
VOLUME I - A
TOP OF ROCK
APPROXIMATE
EL 479.0
"16 15'-3
A1
ELEVATION - CONCRETE DEMOLITION - LAND WALL
PINTLE ANCHORAGE.
REMOVING A PORTION OF THE EMBEDDED QUON POST AND
THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 3.
ALONG THE PERIMETER.
VERTICAL CONCRETE COULD BE REMOVED BY CORING 2.
CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
/0
/1
K
B U
IS
A
R O
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S O
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IC
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A T
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N N
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C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
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A L L
0 4' 8' 12'SCALE : 3/16"=1'-0"
S T
A
.0
FLOW
GENERAL SHEET NOTES
EL 510.0
EL 506.5
L S T
A
.1
C P
IN
T L E
B
IW
L D
V O
L -I
A S
D x x x .d g n
G R
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IL
D R
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L A
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D R
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S E
S
TOP OF WALL
"8 71'-2
EL 485.82 EL 485.82
S T
A
M J
S T
A
M J
S T
A
.4
VOLUME I - A
"16 15'-3
TOP OF ROCK
APPROXIMATE
EL 479.0
A1
ELEVATION - CONCRETE DEMOLITION - RIVER WALL
PINTLE ANCHORAGE.
REMOVING A PORTION OF THE EMBEDDED QUON POST AND
THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 3.
ALONG THE PERIMETER.
VERTICAL CONCRETE COULD BE REMOVED BY CORING 2.
CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
/0
/1
K
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
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A1
SECTION
G R
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D E
N I S
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D x x x .d g n
GENERAL SHEET NOTES
VOLUME I - A
E1
SECTION
E4
SECTION
A4
SECTION
E7
SECTION
A7
SECTION
10'-6"
3'-0"
10'-6"
3'-0"
10'-6"
3'-0"
3'-0"
10'-6" 2'-0"
2'-0"
EL 510.0
EL 510.0
EL 510.0
EL 510.0
EL 510.0
EL 510.0
EL 485.82 EL 485.82
EL 485.82
RECESS
FACE OF
RECESS
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
LOCKWALL
FACE OF
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12'
0 4' 8'SCALE : 3/16"=1'-0" 12' SCALE : 3/8"=1'-0" 0 2' 4' 6'
SCALE : 3/8"=1'-0" 0 2' 4' 6'
12" CONCRETE CAP
REMOVE AND DISPOSE
2'-6""
SAND FILL
OF ANCHORAGE AND
REMOVE AND DISPOSE
EL 485.82
12" CONCRETE CAP
REMOVE AND DISPOSE
SAND FILL
OF ANCHORAGE AND
REMOVE AND DISPOSE
2'-6" "
4'-0"
SIDEWALK
DISPOSE 4"
REMOVE AND
WALL
EXISTING LOCK
GRADE BEHIND
DISPOSE OF
REMOVE AND
ANCHORAGE.
REMOVING A PORTION OF THE EMBEDDED PINTLE
THE CONCRETE REMOVAL AT THE PINTLE WILL REQUIRE 4.
EXISTING UTILITY TRENCH IS NOT TO BE DISTURBED.3.
ALONG THE PERIMETER.
VERTICAL CONCRETE COULD BE REMOVED BY CORING 2.
CLEARANCE TO FIT THE PRECAST CONCRETE PANELS.
VERTICAL CONCRETE TO BE REMOVED FOR ADDITIONAL 1.
A
R O
D
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
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A S
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T P
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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
/1
A
R O
D
M
C A
C K
L E
Y
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
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
S-503-F1
S-503-A1
S-503-F6
S-503-D7
S-503-D7
S-503-B9
S-503-F4
S-503-F6
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -5 x x x .d g n
:2
:5
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
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
REVIEW
A S
S E
B M
L Y
B
IW
L D
V O
L -I
B S -5 x x x .d g n
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
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
E S
K
B U
IS
/0
/1
A
R O
D
M
C A
C K
L E
Y
2 AS SHOWN, 2 OPPOSITE HAND
A8
0 1' 2' 4'SCALE : 1/2"=1'-0"A8
VIEW
4" DIA. VENT HOLES
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
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
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -5 x x x .d g n
:4
:3
A
M
C O
E -M
V R
P W
P
R O
C
/1
/2
S-502
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
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
REVIEW
A S
S E
B M
L Y
B
IW
L D
V O
L -I
B S -5 x x x .d g n
0 1' 2' 4'SCALE : 1/2"=1'-0"
PLAN
A7
VOLUME I - B
"4 38'-5
1'-0" 1'-0"
"4 310'-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
/1
A
R O
D
M
C A
C K
L E
Y
4" DIA. VENT HOLES
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
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -5 x x x .d g n
:2
:0
A
M
C O
E -M
V R
P W
P
R O
C
/1
/2
S-503
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
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
REVIEW
P R
E C
A S
T P
A N
E L S
E A
T
B
IW
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
/1
M
C A
C K
L E
Y
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
S-504-E6
S-504-E1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
B S -5 x x x .d g n
:2
:3
A
M
C O
E -M
V R
P W
P
R O
C
/1
/2
.S
S-504
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
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
REVIEW
P R
E C
A S
T P
A N
E L S
E A
T
B
IW
L D
V O
L -I
B S -5 x x x .d g n
D E
T A
IL
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
/1
A
R O
D
M
C A
C K
L E
Y
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"
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
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
:1
:1
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
S-001
A S
S E
M B
L Y
REVIEW
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
/1
K
B U
IS
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
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
:2
:1
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
D E
A D
M A
N A
S S
E M
B L
Y
S-101
REVIEW
SCALE : 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
/1
K
B U
IS
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
S-503-A1
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
:2
:3
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
D E
A D
M A
N A
S S
E M
B L
Y
S-301
SCALE : 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
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
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
/1
K
B U
IS
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
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
:2
:1
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
D E
A D
M A
N A
S S
E M
B L
Y
S-501
REVIEW
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
/1
K
B U
IS
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
S-502-E1
S-502-A5
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
:2
:4
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
D E
A D
M A
N A
S S
E M
B L
Y
S-502
REVIEW
D E
T A
IL
S
A1 S-502-A1
PLANE OR APPROVED PIN
EXCLUDED FROM THE SHEAR
2" A307 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-503-A1-1)4
36'-10
4'-5" (MK S-503-A1-2)
C BOLT
ASTM F1554 GR.105
" THREADED ROD2
1Ø1
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
"16
Ø
"2
"16
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-E1 36 BUSHING ASTM A572 GR50
SHEET PILE PS 27.5
/0
/1
K
B U
IS
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
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
:5
A
M
C O
E -M
V R
P W
P
R O
C
/1
/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
M
C A
C K
L E
Y
D E
A D
M A
N A
S S
E M
B L
Y
S-503
REVIEW
D E
T A
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
/1
K
B U
IS
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
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