Lock Foundation and Site Preparation - Plan Set - 95 Percent DQC Review - 08-22-25_Part5.pdf
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- Attached to
- LOCK FOUNDATION AND SITE PREPARATION FOR LOCK and DAM 25 NAVIGATION ECOSYSTEM SUSTAINABILITY PROGRAM (NESP)
- Solicitation number
- W912P926RA001
About this file
These technical drawings detail the U.S. Army Corps of Engineers' Navigation Ecosystem Sustainability Project (NESP) for Lock and Dam No. 25 on the Mississippi River. The documents include comprehensive site preparation, dredging, and construction plans for lock foundation work, featuring detailed drawings of sheet pile separator walls, deflector panels, and site grading. The project involves precise engineering specifications for dredging areas with estimated depths ranging from 395.0 to 414.0 NAVD88 elevation, including optional dredge sites and specific requirements for alluvium removal, riprap excavation, and site preparation.
The technical drawings specify complex structural elements such as 48" pipe piles, steel sheet piling, deflector panels with neoprene pads, and precise positioning of construction elements. The project covers multiple sections of the river, with work limits spanning river miles 240-243, primarily located between Illinois and Missouri. Key technical specifications include filling baseline grade points, removing existing infrastructure, installing new sanitary outfall pipes, and implementing slope protection measures. The project appears to be part of a broader navigation and ecosystem improvement initiative for the Upper Mississippi River system.
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102'VARIES (106' - 132.8')
210'
VARIES
A1
NTS
TYPICAL SECTION - SITE PREPARATION
H1
NTS
TYPICAL SECTION - SITE PREPARATION
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BASELINE CL SEE PLAN FOR ELEVATIONS
FILL BASELINE GRADE POINT
CIRCA 2023
FILL BY OTHERS
PRIOR TO 2023 FILL
EXISTING GROUND
PIPE OUTFALL TO BE ABANDONED
EXISTING SANITARY
TO BE DEMOED
EXISTING HEADWALL
AND CONCRETE HEADWALL
PIPE OUTFALL 6" PVC
NEW SANITARY
18" R90 STONE OVER 6" BEDDING
RIPRAP SLOPE PROTECTION
2%
EX CLEANOUT
GEOTEXTILE
NON-WOVEN
EXISTING RIPRAP
REMOVE AND STOCKPILE
PLUG AND CAP THE END
THE OUTFALL PIPE,
REMOVE A PORTION OF
FOR ELEVATIONS
SEE GRADING PLAN
GRADE POINT
DREDGED FILL MATERIAL
NON-WOVEN GEOTEXTILE
2% 18" R90 STONE OVER 6" BEDDING
RIPRAP SCOUR PROTECTION
RIVERSIDE SLOUGH
1%
BASELINE CL
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MINIMUM TAILWATER IS 418.6 NAVD88.5.
MINIMUM UPPER POOL IS 429.3 NAVD88. 4.
MIN. POOL OR TAILWATER IN DISPOSAL AREAS.
NO MATERIAL SHALL BE PLACED LESS THAN 5 FEET BELOW 3.
DREDGING REQUIREMENTS.
SEE SECTION 35 20 23 AND 35 23 20 FOR EXCAVATION AND 2.
BACKFILL DETAILS
SEE 06-SERIES DRAWINGS FOR EXCAVATION AND SAND1.
GENERAL SHEET NOTES
SHEET KEYNOTES
NAVIGATION CHANNEL SAILING LINE
FILL / DISPOSAL AREA
LEGEND
CONTRACTOR WORK LIMITS
LIMITED WORK LIMITS
DREDGE DISPOSAL AREA
ALLUVIUM REMOVAL AREA
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METHODS.
SITE BEST SUITED FOR DREDGING BASED ON MEANS AND
LAND BASED FILL. THE CONTRACTOR MUST DETERMINE
7. SITE 1 AND SITE 2 ARE POTENTIAL DREDGE AREAS FOR
WITHIN THE STATE OF MISSOURI.
6. THE CONSTRACTOR MUST LIMIT DREDGING OPERATIONS TO
MINIMUM TAILWATER IS 418.6 NAVD88.5.
MINIMUM UPPER POOL IS 429.3 NAVD88. 4.
AND FILL ELEVATIONS.
AND CAN BE ADJUSTED BASED ON REQUIRED DISPOSAL
3. DREDGE DEPTH IS ESTIMATED UNLESS OTHERWISE NOTED
DREDGING REQUIREMENTS.
SEE SECTION 35 20 23 AND 35 23 20 FOR EXCAVATION AND 2.
BACKFILL DETAILS
SEE SHEETS CS103 - CS109 FOR EXCAVATION AND SAND1.
ALLUVIUM REMOVAL AREA
GENERAL SHEET NOTES
LEGEND
DREDGE DISPOSAL AREA
SHEET KEYNOTES
REMOVE ALLUVIUM TO EXSTING TOP OF FLOOR, EL. 404.607.
EXCAVATION.
REQUIRED ALLUVIUM REMOVAL PRIOR TO RIPRAP 6.
5. EX. MUSSEL BED AREA. DO NOT DISTURB.
DEPTH ESTIMATED ELEVATION 414.0 NAVD88.
4. OPTIONAL DREDGE SITE 2. SEE GENERAL NOTE 7. DREDGE
3. DREDGE DEPTH ESTIMATED ELEVATION 399.0 NAVD88.
NAVD88.
2. REQUIRED DREDGE DEPTH ELEVATION SHALL BE 396.6
DEPTH ESTIMATED ELEVATION 395.0 NAVD88.
1. OPTIONAL DREDGE SITE 1. SEE GENERAL NOTE 7. DREDGE
CONTRACTOR WORK LIMITS
KEYMAP
LIMITED WORK LIMITS
764,712.57 E
1,159,633.67 N
764,571.81 E
1,159,657.31 N
764,445.77 E
1,159,603.17 N
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1,157,905.44 N
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FILL / DISPOSAL AREA
METHODS.
SITE BEST SUITED FOR DREDGING BASED ON MEANS AND
LAND BASED FILL. THE CONTRACTOR MUST DETERMINE
7. SITE 1 AND SITE 2 ARE POTENTIAL DREDGE AREAS FOR
WITHIN THE STATE OF MISSOURI.
6. THE CONSTRACTOR MUST LIMIT DREDGING OPERATIONS TO
MINIMUM TAILWATER IS 418.6 NAVD88.5.
MINIMUM UPPER POOL IS 429.3 NAVD88. 4.
AND FILL ELEVATIONS.
AND CAN BE ADJUSTED BASED ON REQUIRED DISPOSAL
3. DREDGE DEPTH IS ESTIMATED UNLESS OTHERWISE NOTED
DREDGING REQUIREMENTS.
SEE SECTION 35 20 23 AND 35 23 20 FOR EXCAVATION AND 2.
BACKFILL DETAILS
SEE SHEETS CS103 - CS109 FOR EXCAVATION AND SAND1.
ALLUVIUM REMOVAL AREA
GENERAL SHEET NOTES
LEGEND
DREDGE DISPOSAL AREA
SHEET KEYNOTES
REMOVE ALLUVIUM TO EXSTING TOP OF FLOOR, EL. 404.607.
EXCAVATION.
REQUIRED ALLUVIUM REMOVAL PRIOR TO RIPRAP 6.
5. EX. MUSSEL BED AREA. DO NOT DISTURB.
DEPTH ESTIMATED ELEVATION 414.0 NAVD88.
4. OPTIONAL DREDGE SITE 2. SEE GENERAL NOTE 7. DREDGE
3. DREDGE DEPTH ESTIMATED ELEVATION 399.0 NAVD88.
NAVD88.
2. REQUIRED DREDGE DEPTH ELEVATION SHALL BE 396.6
DEPTH ESTIMATED ELEVATION 395.0 NAVD88.
1. OPTIONAL DREDGE SITE 1. SEE GENERAL NOTE 7. DREDGE
CONTRACTOR WORK LIMITS
KEYMAP
LIMITED WORK LIMITS
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H E
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C N
M A
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H E
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DREDGING PLAN
0' 440'
435'
430'
440' 440
440' 435'
'435'
430' 430'
0'
445'
425' 425'
430'
425'
425'
425' 425'
430' 430'
430'
430'
0'
0'
0'
0'
0'
440'
435'
5'
430'
0'
430' 430'
430'
0'
0'
430'
0'
0'
430' 430'
440'
0'
0'
0'
5'
5'
0'
430'
EL. 420.0
EL. 420.0
EL. 420.0
EL. 420.0
EL. 420.0
425'
425' 425'
425'
435'
5'
C P
E
AC
D DCI
207208209210211212213214215216217218219220221222223224225226227228229
304305306307308
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IV
E R
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767,158.51 E
1,153,230.64 N
767,399.05 E
1,152,849.19 N
768,371.84 E
1,152,205.33 N
768,242.94 E
1,151,929.28 N
767,798.61 E
1,152,829.40 N
767,589.74 E
1,152,641.33 N
767,330.47 E
1,153,339.06 N
MISSISSIPPI
RIVER
FLOW
SAILING LINE
NAVIGATION CHANNEL
ILLINOIS
MISSOURI
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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NAVIGATION CHANNEL SAILING LINE
FILL / DISPOSAL AREA
METHODS.
SITE BEST SUITED FOR DREDGING BASED ON MEANS AND
LAND BASED FILL. THE CONTRACTOR MUST DETERMINE
7. SITE 1 AND SITE 2 ARE POTENTIAL DREDGE AREAS FOR
WITHIN THE STATE OF MISSOURI.
6. THE CONSTRACTOR MUST LIMIT DREDGING OPERATIONS TO
MINIMUM TAILWATER IS 418.6 NAVD88.5.
MINIMUM UPPER POOL IS 429.3 NAVD88. 4.
AND FILL ELEVATIONS.
AND CAN BE ADJUSTED BASED ON REQUIRED DISPOSAL
3. DREDGE DEPTH IS ESTIMATED UNLESS OTHERWISE NOTED
DREDGING REQUIREMENTS.
SEE SECTION 35 20 23 AND 35 23 20 FOR EXCAVATION AND 2.
BACKFILL DETAILS
SEE SHEETS CS103 - CS109 FOR EXCAVATION AND SAND1.
ALLUVIUM REMOVAL AREA
GENERAL SHEET NOTES
LEGEND
DREDGE DISPOSAL AREA
SHEET KEYNOTES
REMOVE ALLUVIUM TO EXSTING TOP OF FLOOR, EL. 404.607.
EXCAVATION.
REQUIRED ALLUVIUM REMOVAL PRIOR TO RIPRAP 6.
5. EX. MUSSEL BED AREA. DO NOT DISTURB.
DEPTH ESTIMATED ELEVATION 414.0 NAVD88.
4. OPTIONAL DREDGE SITE 2. SEE GENERAL NOTE 7. DREDGE
3. DREDGE DEPTH ESTIMATED ELEVATION 399.0 NAVD88.
NAVD88.
2. REQUIRED DREDGE DEPTH ELEVATION SHALL BE 396.6
DEPTH ESTIMATED ELEVATION 395.0 NAVD88.
1. OPTIONAL DREDGE SITE 1. SEE GENERAL NOTE 7. DREDGE
CONTRACTOR WORK LIMITS
KEYMAP
LIMITED WORK LIMITS
D R
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H E
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C N
M A
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H L
IN
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S E
E S
H E
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C N
DREDGING PLAN
430' 4
0'
430' 430'
430'
430'
0'
0'
440' 440'
0'
440' 440' 440'
5'
435'
430'
430'
430' 430'430'
435'
435'
CP
CP
769,136.28 E
1,151,114.19 N
769,306.01 E
1,150,786.37 N
768,865.04 E
1,150,938.32 N
769,565.39 E
1,149,912.05 N
769,443.93 E
1,149,868.57 N
MISSISSIPPI
RIVER
FLOW
SAILING LINE
NAVIGATION CHANNEL
ILLINOIS
MISSOURI
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
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SHEET ID
D Q
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®of Engineers
US Army Corps
U .S
A
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C E
N T
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NAVIGATION CHANNEL SAILING LINE
FILL / DISPOSAL AREA
METHODS.
SITE BEST SUITED FOR DREDGING BASED ON MEANS AND
LAND BASED FILL. THE CONTRACTOR MUST DETERMINE
7. SITE 1 AND SITE 2 ARE POTENTIAL DREDGE AREAS FOR
WITHIN THE STATE OF MISSOURI.
6. THE CONSTRACTOR MUST LIMIT DREDGING OPERATIONS TO
MINIMUM TAILWATER IS 418.6 NAVD88.5.
MINIMUM UPPER POOL IS 429.3 NAVD88. 4.
AND FILL ELEVATIONS.
AND CAN BE ADJUSTED BASED ON REQUIRED DISPOSAL
3. DREDGE DEPTH IS ESTIMATED UNLESS OTHERWISE NOTED
DREDGING REQUIREMENTS.
SEE SECTION 35 20 23 AND 35 23 20 FOR EXCAVATION AND 2.
BACKFILL DETAILS
SEE SHEETS CS103 - CS109 FOR EXCAVATION AND SAND1.
ALLUVIUM REMOVAL AREA
GENERAL SHEET NOTES
LEGEND
DREDGE DISPOSAL AREA
SHEET KEYNOTES
REMOVE ALLUVIUM TO EXSTING TOP OF FLOOR, EL. 404.607.
EXCAVATION.
REQUIRED ALLUVIUM REMOVAL PRIOR TO RIPRAP 6.
5. EX. MUSSEL BED AREA. DO NOT DISTURB.
DEPTH ESTIMATED ELEVATION 414.0 NAVD88.
4. OPTIONAL DREDGE SITE 2. SEE GENERAL NOTE 7. DREDGE
3. DREDGE DEPTH ESTIMATED ELEVATION 399.0 NAVD88.
NAVD88.
2. REQUIRED DREDGE DEPTH ELEVATION SHALL BE 396.6
DEPTH ESTIMATED ELEVATION 395.0 NAVD88.
1. OPTIONAL DREDGE SITE 1. SEE GENERAL NOTE 7. DREDGE
CONTRACTOR WORK LIMITS
KEYMAP
LIMITED WORK LIMITS
D R
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305 306 307
M A
T C
H L
IN
E J
S
B
EXISTING RIVER WALL
EXISTING DAM
FLOW
SHEET PILE SEPARATOR WALLDEFLECTOR WALL
M A
T C
H L
IN
E A
S
B
M A
T C
H L
IN
E M
S
B
FLOW
SHEET PILE SEPARATOR WALL
M A
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H L
IN
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S
B
1 FLOW
SHEET PILE SEPARATOR WALL
IN
L A
N D
N A
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A N
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A
B
C
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F
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L L P
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SB101
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X -X
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X X
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GENERAL SHEET NOTES
1. SEE CIVIL SHEETS FOR SHEET PILE SEPARATOR WALL PROFILES.
SCALE: 1/16" = 1'-0"
A1
SHEET PILE SEPARATOR WALL PLAN - STA 0+00 B TO 4+00 B
PLAN
NORTH
8' 16' 32'
SCALE: 1/16" = 1'-0"
J1
SHEET PILE SEPARATOR WALL PLAN - STA 4+00 B TO 7+80 B
SCALE: 1/16" = 1'-0"
M1
SHEET PILE SEPARATOR WALL PLAN - STA 7+80 B TO 11+06 B
PLAN
NORTH
8' 16' 32'
PLAN
8' 16' 32'
SB201
A1
SB301
EXISTING RIVER WALL
DEFLECTOR WALL
48" x 1" THICK
STEEL PIPE PILE
SB503
A1
FLOW
SB501
A1
EXISTING DAM SILL
A11
SB301
A6
SB301
A1
SB203
A15
SB301
SB503
G1
PARALLEL DEFLECTOR PANEL
UPSTREAM DEFLECTOR PANEL
SB502
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15'
1/
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IN
L A
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2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
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SCALE: 3/8" = 1'-0"
A1
SEPARATOR WALL DEFLECTOR ENLARGED PLAN
PLAN
1' 2' 4' 6'
SB301
1/2" SKIN PLATE W12x40, TYP
EXISTING STILLING
BASIN APRON
1' - 10" 4' - 6" 4' - 9" 4' - 6" 3' - 0" 4' - 0" 4' - 6" 4' - 0" 4' - 3" 4' - 3" 4' - 3"
NEOPRENE PAD
1/2" x 3", TYP
A6
SB301
3' - 1"
SB202
H1
SB202
A1
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EL 434.6
IN
L A
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SB102
A1 PARALLEL DEFLECTOR WALL SECTION
SCALE: 3/8" = 1'-0"
A1 0 2' 4' 8'
S K
IN
P
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1/2" END PLATE 1/4" DIAPHRAGM
PLATE, TYP
1/2" VERTICAL
STIFFENER PLATE, TYP
3/4" LIFTING LUG PLATE, TYP
NEOPRENE PLATE W12x40
1/2" BOTTOM PLATENEOPRENE PLATE
3/8" SKIN PLATE
SB502
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IN
P
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6' - 4 1/2"4' - 3 1/8"
2' - 2 3/8"2' - 0 3/4"
1/2" END PLATE NEOPRENE PLATE
3/4" LIFTING LUG
PLATE, TYP1/4" DIAPHRAGM
PLATE, TYP
1/2" VERTICAL
STIFFENER PLATE, TYP W12x40
NEOPRENE PLATE 1/2" BOTTOM PLATE
1/2" END SILL
PLATE COVER
1" THICK
NEOPRENE PAD
SB501
A8
SB502
A1
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
D
Q C
R E
V
IE
W
U .S
A
R M
Y C
O R
P S
G
IN
E
E
L O
U
IS
D
IS
T R
IC
T
/1
/2
:3
:0
P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L E
L E
V A
T
IO
N S
SB202
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
.E
I.
E
S Q
U
IL
IN
-D
IA
Z
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SB201
A1 PARALLEL DEFLECTOR PANEL - TOP / MIDDLE PANEL
SCALE: 1/2" = 1'-0"
H1
SB201
A1 PARALLEL DEFLECTOR PANEL - BOTTOM
SCALE: 1/2" = 1'-0"
A1 0 1' 2' 4'
0 1' 2' 4'
A11
SB301
A15
SB301
0' - 8 3/8" 3' - 7 1/2" 4' - 0" 4' - 0"
SB203
G9
SB203
A9
3' - 6" 1' - 3"
17' - 0 7/8"
EL 433.6
EL 402.6
S K
IN
P
L A
T E
3/4" LIGTING LUG
PLATE, TYP
NEOPRENE
PLATE
1/4" STIFFENER
PLATE, TYP
1/4" DIAPHRAGM
PLATE, TYP
1/2" VERTICAL
STIFFENER PLATE, TYP
1/2" TOP PLATE
1/2" END PLATE W12x40 1/2" BOTTOM PLATE 3/8" SKIN PLATE
SB502
J1
S K
IN
P
L A
T E
3/4" LIFTING LUG
PLATE, TYP
1/4" STIFFENER
PLATE, TYP
1/2" END PLATE
1/2" VERTICAL
STIFFENER PLATE, TYP
3/8" SKIN PLATE
1/4" DIAPHRAGM
PLATE, TYP 1/2" TOP PLATE
W12x40
SB501
A8
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
D
Q C
R E
V
IE
W
U .S
A
R M
Y C
O R
P S
G
IN
E
E
L O
U
IS
D
IS
T R
IC
T
/1
/2
:3
:0
P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L E
L E
V A
T
IO
N S
SB203
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
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I.
E
S Q
U
IL
IN
-D
IA
Z
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SB102
A1 DEFLECTOR WALL SECTION
SCALE: 3/8" = 1'-0"
A1 0 1' 2' 4' 6'
SCALE: 1/2" = 1'-0"
G9
UPSTREAM DEFLECTOR PANEL - TOP / MIDDLE
SCALE: 1/2" = 1'-0"
A9
UPSTREAM DEFLECTOR PANEL - BOTTOM
48"x1" PIPE PILE
PIPE PILE
CONNECTOR, TYP
HSS6x4x1/4, TYP
SB501
G15
EL 434.6
SB501
G1
SB501
G8
EL 434.6
SB501
G1
SB501
G8
EL 433.6
48"x1" PIPE PILE
PIPE PILE
CONNECTOR, TYP
HSS6x4x1/4, TYP
EL 433.6
EL 434.6
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
D
Q C
R E
V
IE
W
U .S
A
R M
Y C
O R
P S
G
IN
E
E
L O
U
IS
D
IS
T R
IC
T
/1
/2
:3
:0
P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L S
E C
T
IO
N S
SB301
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
.E
I.
E
S Q
U
IL
IN
-D
IA
Z
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SB102
A1 PARALLEL DEFLECTOR WALL SECTION
SCALE: 1/2" = 1'-0"
A1 0 1' 2' 4' SB102
A1 PARALLEL DEFLECTOR WALL SECTION
SCALE: 1/2" = 1'-0"
A6 0 1' 2' 4' SB102
A1 DEFLECTOR WALL SECTION
SCALE: 1/2" = 1'-0"
A11
SB102
A1 DEFLECTOR WALL SECTION
SCALE: 1/2" = 1'-0"
A150 1' 2' 4' 0 1' 2' 4'
1" DIA A307 EPOXY
ANCHOR ROD, TYP
1/2" END PLATE
3/8" SKIN PLATE
C L
W x4
1' - 10"
.0 ø
/2
/8
0' - 3 1/2" 0' - 5"
1' - 0"
NEOPRENE PAD
1/2" x 3", TYP
PL 3/4"
LIFTING LUG
3/16
PL 1/2"x4"
VERTICAL
STIFFENER
PL 1/2" TOP PLATE
PL 3/8" SKIN PLATE
VERTICAL
STIFFENER FLUSH
WITH OUTSIDE OF
BEAM FLANGE, TYP
W12x40, TYP
3/16
TYP
3/16
3/16
TYP
CJP
TYP
0' - 1 1/2" 0' - 9" 0' - 1 1/2"
1/2" DIA A325
BOLT W/ WASHER
AND NUT, TYP
3/8" COUNTERSINK, TYP
PL 1/4" DIAPHRAGM
0' - 3"
/2
3/8" SKIN PLATE
W12x40
1/4" DIAPHRAGM
PLATE
1/2"x4" VERTICAL
STIFFENER PLATE
1/2" BOTTOM PLATE
1 1/8"x3" NEOPRENE
PAD, TYP
CJP
TYP
3/16
3/16
TYP
0' - 1 1/2" 0' - 9" 0' - 1 1/2"
1/2" DIA A325 BOLT
W/ WASHER AND
NUT, TYP
3/8" COUNTERSINK,
TYP
1' - 0"
0' - 3"
/8
1' - 0" MAX
1/2" DIA A325 BOLT
W/ WASHER AND
NUT, TYP
/2
/2
HSS 6x4x1/4
1/2" BEAM END PLATE
W12x40
3/4" A325 BOLT W/
WAHER AND NUT
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
D
Q C
R E
V
IE
W
U .S
A
R M
Y C
O R
P S
G
IN
E
E
L O
U
IS
D
IS
T R
IC
T
/1
/2
:3
:1
P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L D
E T
A
IL
S
SB501
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
.E
I.
E
S Q
U
IL
IN
-D
IA
Z
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SCALE: 1 1/2" = 1'-0"
A1
DETAIL
0 0.5' 1' 2'
SCALE: 3" = 1'-0"
G1
DETAIL
SCALE: 3" = 1'-0"
G8
DETAIL
0 0.125' 0.25' 0.5' 0.75' 0 0.125' 0.25' 0.5' 0.75'
SCALE: 3" = 1'-0"
A8
DETAIL
0 0.125' 0.25' 0.5' 0.75'
SCALE: 3" = 1'-0"
G15
DETAIL
0 0.125' 0.25' 0.5' 0.75'
/2
W12x40
1" DIA A307 EPOXY
ANCHOR ROD, TYP
1/2" END SILL
COVER PLATE
1" THICK
NEOPRENE PAD
1' - 0"1' - 11 1/2"0' - 2 7/8"
2' - 11 1/2"
W12x40
A10
SB502
A15
SB502
/2
1' - 0"4' - 3 1/8"
0' - 6"
W12x40
1/2" DIAPHRAGM PLATE
1/2" VERTICAL
STIFFENER PLATE
1/2" BOTTOM PLATE
NEOPRENE PAD
J7
SB502
0' - 7 1/2"
0' - 5"
3/8" SKIN PLATE
1/2" END SILL
COVER PLATE
1/2" BOTTOM PLATE
NEOPRENE PAD
W12x40
0' - 4" 0' - 6"
/2
A307 EPOXY
ANCHOR ROD, TYP
3/16
1' - 8 3/8"
1' - 4 3/8" 0' - 4"
0' - 4"
0' - 5 1/2" 0' - 9" 0' - 5 7/8"
3/8" COUNTERSINK, TYP
1" x 3" NEOPRENE PAD
0' - 3"
1' - 8 3/8"
W30x132
FABRICATRED CONNECTORPZ-27
W12x40
1/4" DIAPHRAGM PLATE
3/8" SKIN PLATE
1/2" VERTICAL
STIFFENER PLATE
CJP
TYP
3/16
3/16
TYP
NEOPRENE PAD
1/2" BOTTOM PLATE
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E of Engineers US Army Corps
D
Q C
R E
V
IE
W
U .S
A
R M
Y C
O R
P S
G
IN
E
E
L O
U
IS
D
IS
T R
IC
T
/1
/2
:3
:1
P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L D
E T
A
IL
S
SB502
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
.E
I.
E
S Q
U
IL
IN
-D
IA
Z
U P
P E
R M
IS
S
IS
S
IP
P
I R
IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SCALE: 1 1/2" = 1'-0"
A1
DETAIL
SCALE: 1 1/2" = 1'-0"
J1
DETAIL
SCALE: 1 1/2" = 1'-0"
A10
SECTION
SCALE: 3" = 1'-0"
A15
SECTION
0 0.125' 0.25' 0.5' 0.75'0 0.25' 0.5' 1' 1.5' 0 0.25' 0.5' 1' 1.5'
0 0.25' 0.5' 1' 1.5' SCALE: 1" = 1'-0"
J13
SHEET PILE SEPARATOR WALL DETAIL
SCALE: 1 1/2" = 1'-0"
J7
DETAIL
0 0.25' 0.5' 1' 1.5' 0 0.5' 1' 2'
48"x1" PIPE PILE, NOT
FIILED WITH CONCRETE
1/2" PLATE
1/2" BEAM END PLATE, TYP
3/16
TYP
HSS 6x4x1/4, TYP
SPACER
1' - 0"
S P
A C
E R
' - 0
S P
A C
E R
" 3/8" STIFFENER PLATE
1/2" ROLLED PLATE
PANEL SIDE
CJP
TYP
A8
SB503
0' - 4 1/2"
CLIP 1"
3/16
3/16
3/4" A325 BOLT W/
WASHER AND NUT
2' -
" R
TYP
60.00°
T Y
P
T Y
P
1/2" BEAM END
PLATE, TYP
1/2" ROLLED PLATE
3/8" STIFFENER
PLATE, TYP
1/2" ROLLED PLATE
1/2" SPACER PLATE
CJP
TYP
0' - 2" TYP
/2
T Y
P
/2
T Y
P
/2
T
Y P
/2
T Y
P
3/16
3/16
TYP
SPACER
1' - 0
SPACER
1' - 0"
S P
A C
E R
1' - 4"
1' - 0"
0' -
0"
43.00°
1/2" BEAM END
PLATE, TYP
HSS6x4x1/4, TYP
TY
P60
.0 0°
1/2" ROLLED PLATE
3/8" STIFFENER PLATE
1/2" PLATE
2'
0" R
' - 3
" T Y
P
0' - 4
1/2" CJP
TYP
3/4" A325 BOLT W/
WASHER AND NUT
CLIP 1"
G8
SB503
1/2" BEAM END
PLATE, TYP
1/2" ROLLED PLATE
3/8" STIFFENER
PLATE, TYP
1/2" ROLLED PLATE
1/2" SPACER PLATE
CJP
TYP
3/16
3/16
TYP
M
ID
D
L E
B
O T
T O
M P
A N
E L
CORE HOLE THROUGH
STILLING BASIN SLAB
FILL VOID WITH GROUT
4,000 PSI OR GREATER
48''x1" THICK PIPE PILE
G15
SB503
CORE HOLE THROUGH
STILLING BASIN SLAB
FILL VOID WITH GROUT
4,000 PSI OR GREATER
48''x1" THICK PIPE PILE
TOP OF STILLING
BASIN SLAB
IN
L A
N D
N A
V
IG
A T
IO
N
D E
S
IG
N C
E N
T E
R
P L O
T D
A T
E
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A N
S I D
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
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
SHEET ID
S T
L O
U
IS
D
IS
T R
IC
T
S
P R
U C
E S
T R
E
L O
U
IS
M
IS
S
O U
R I
2 3 4 5 6 7 8 9 10 11 12 16151413 17 18 19 20
M A
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D E
S C
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IP
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N D
A T
E of Engineers US Army Corps
D
Q C
R E
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P S
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/1
/2
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P
M
S H
E E
T P
IL
E
D E
F L E
C T
O R
P A
N E
L D
E T
A
IL
S
SB503
A U
G U
S T
W P
-X
X -X
-X X
X X
B D
IR
K
S P
.E
S H
O U
J S
T O
U F
F E
R P
.E
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E
S Q
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IN
-D
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U P
P E
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IS
S
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P
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IV
E
R N
A V
IG
A
T
IO
N E
C O
S Y
S T
E M
S U
S T
A
IN
A B
IL
IT
Y P
R O
J E
C T
N
E S
P
L O
C K
A N
D D
A M
N O
L O
C K
F O
U N
D A
T
IO
N A
N D
S
IT
E P
R E
P A
R A
T
IO
N W
P
-2
-R
-A
SCALE: 1" = 1'-0"
A1
DETAIL
SCALE: 1" = 1'-0"
A8
DETAIL
SCALE: 1" = 1'-0"
G1
DETAIL
SCALE: 1" = 1'-0"
G8
DETAIL
0 0.5' 1' 2' 0 0.5' 1' 2'
0 0.5' 1' 2'0 0.5' 1' 2' SCALE: 1" = 1'-0"
A15
PIPE PILE PENETRATION THRU DAM APRON
SCALE: 3/4" = 1'-0"
G15
PENETRATION SECTION
0 0.5' 1' 2'
0 0.5' 1' 2' 3'
REFERENCE DRAWING
| CIVIL |
| CG402 - SITE PREPARATION |
| CN100 - OVERALL DREDGING PLAN |
| CN101 - DREDGING PLAN |
| CN102 - DREDGING PLAN |
| CN103 - DREDGING PLAN |
| CN104 - DREDGING PLAN |
| STRUCTURAL |
| SB101 - SHEET PILE SEPARATOR WALL OVERALL PLAN |
| SB102 - SHEET PILE DEFLECTOR PANEL ENLARGED PLAN |
| SB201 - SHEET PILE DEFLECTOR PANEL ELEVATION |
| SB202 - SHEET PILE DEFLECTOR PANEL ELEVATIONS |
| SB203 - SHEET PILE DEFLECTOR PANEL ELEVATIONS |
| SB301 - SHEET PILE DEFLECTOR PANEL SECTIONS |
| SB501 - SHEET PILE DEFLECTOR PANEL DETAILS |
| SB502 - SHEET PILE DEFLECTOR PANEL DETAILS |
| SB503 - SHEET PILE DEFLECTOR PANEL DETAILS |
| REFERENCE DRAWINGS |
| LD25 ORIGINAL AS-BUILTS |
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